A22 W912EK22B0011 Solicitation Drawings.pdf

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APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

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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ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

KEVEL RAIL REPLACEMENT AND L20 CCS FLOODPROOFING

ILLINOIS CITY, IL - GLADSTONE, IL - CANTON, MO

LOCKS 16-18-20

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

W

E K

B

W912EK24B0011

of Engineers

US Army Corps

LOCK 16 KEVEL RAIL REPLACEMENT - OPTION ALOCK16

LOCK 20 CENTRAL CONTROL STATION (CCS) FLOODPROOFINGL20CCS

KEVEL RAIL COMPONENT FABRICATIONKEVEL

LOCK 20 KEVEL RAIL REPLACEMENTLOCK20

LOCK 18 KEVEL RAIL REPLACEMENTLOCK18

PLAN SET TITLEPLAN SET ID

PLAN SET INDEX

GENERAL ELECTRICAL NOTESE-002

GENERAL ELECTRICAL NOTESE-001

GENERAL STRUCTURAL NOTESS-001

SURVEY CONTROL - LOCK 20V-003

SURVEY CONTROL - LOCK 18V-002

SURVEY CONTROL - LOCK 16V-001

GENERAL PLAN - LOCK 20G-006

GENERAL PLAN - LOCK 18G-005

GENERAL PLAN - LOCK 16G-004

ABBREVIATIONSG-003

DRAWING PACKAGE LAYOUTG-002

COVER SHEETG-001

SHEET TITLESHEET ID

SHEET INDEX

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S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

PLAN SET ID

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

INDICATES AN AREA OF GRASS

INDICATES AGGREGATE BASE

INDICATES MONOLITH NUMBER

LOCK STATIONING IS IN REFERENCE TO THE DOWNSTREAM PINTLE, STA. 0.00.5.

INDICATES TO REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"4.

AND MATERIAL FABRICATION.

CONFIRMING ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION

BEFORE WORK BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD3.

TO CONDUCT LOCK OPERATIONS.

CLEARING OF WORK AREAS, ETC., TO ALLOW GOVERNMENT PERSONNEL

TEMPORARY COVERS FOR OPEN TRENCHES, TEMPORARY HANDRAILS,

CONTRACTOR SHALL MAKE ALL PROVISIONS NECESSARY, INCLUDING

CONSTRUCTION PERIOD EXCEPT AS NOTED IN THE SPECIFICATIONS.

THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE2.

THE LOCKMASTER.

QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY

USERS FOR LOCKAGE THROUGH THE LOCK. OBSERVATION OF NORMAL

THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY1.

GENERAL NOTES

SHEET.

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE E.

FOLLOWS THE NATIONAL CAD STANDARDS.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH D.

DISCIPLINE WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING C.

ATTENTION MUST BE PAID TO THE PLAN SET ID REFERENCE.

NUMBERS MAYBE DUPLICATED BETWEEN PLAN SET IDS, SO PARTICULAR

WITH EACH PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, B.

COVER SHEET.

THE DRAWING PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED IN A.

INFORMATION:

CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE FOLLOWING

SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT HAND

IN ORDER TO NAVIGATE THE DRAWING PACKAGE, THE CONTRACTOR 3.

SHEETS UNDER EACH PLAN SET.

DIFFERENT SCOPES OF WORK IN THE PROJECT, WITH SUBCOMPONENT

THE DRAWING PACKAGE IS DIVIDED INTO PLAN SETS ASSOCIATED WITH 2.

NAVIGATE THROUGH THE PLAN SET.

THE DRAWING PACKAGE TO ALLOW THE CONTRACTOR TO MORE EASILY

THE INTENT OF THIS SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. 1.

DRAWING PACKAGE LAYOUT

LEGEND

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VERIFY IN FIELDVIF

VERTICALVERT

WELDED WIRE REINFORCEMENTWWR

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

SYMBOLS

NUMBER#

DIAMETERØ

AT@

RIGHT OF WAYROW

RIVER MILERM

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

REINFORCED CONCRETE PIPERCP

UNIT

REINFORCED CONCRETE MASONRYRCMU

RECYCLED ASPHALT PAVEMENTRAP

RADIUSR OR RAD

EACH WAYEW

EXTERIOREXT

EXPANSION OR EXPOSEDEXP

EXISTINGEXIST

EXCAVATEEXC

ETCETERAETC

EQUIPMENTEQUIP

EQUAL SPACEEQ SPA

EQUALEQ

ENVIROMENTAL PROTECTION AGENCYEPA

EDGE OF SLABEOS

EDGE OF DECKEOD

ENCLOSUREENCL

EMBEDDEDEMBED

ELEVATIONEL OR ELEV

EXPANSION JOINTEJ OR EXP JT

EACH FACEEF

EACHEA

EXISTING STRUCTURAL MEMBER(E)

UTILITYUTIL

US ARMY CORPS OF ENGINEERSUSACE

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

UNIFIED FACILITIES CRITERIAUFC

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HOT MIX ASPHALTHMA

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

MARK NUMBERMK

MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MANUFACTURERMFR

MILITARY EQUIPMENT PARKINGMEP

MEMBRANEMEMB

MECHANICALMECH

MISCELLANEOUS CHANNELMC

MAXIMUMMAX

MATERIALMATL

MANUALMAN

MOLECULAR ORIENTED POLYVINYL CHLORIDEPVCO

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PRELIMINARYPRELIM

POINT OF TANGENCYPOT

POINT OF ENDPOE

POINT OF CONTACTPOC

POINT OF BEGINNINGPOB

PRE-MOLDED JOINT FILLERPMJF

PLATEPL

POUNDS PER CUBIC FOOTPCF

PORTLAND CEMENT CONCRETEPCC

AMERICAN WELD SOCIETYAWS

AVERAGEAVG

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

MAINTENANCE-OF-WAY ASSOCIATION

AMERICAN RAILWAY ENGINEERING ANDAREMA

ARCHITECT, -URAL, -UREARCH

APPROXIMATE, APPROXIMATELYAPPROX

ALUMINUMALUM

ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

ASPHALTACC

ANCHOR BOLTAB

CONTRACTORKTR

KIPS PER SQUARE INCHKSI

CONTRACTING OFFICERKO

ISOLATION JOINTISO JNT

ILLINOIS STAT GEOLIGICAL SURVEYISGS

INTERIORINT

INCHIN

ILLINOIS DEPARTMENT OF TRANSPORTATIONILDOT

INSIDE FACEIF

INSIDE DIAMETERID

IDENTIFICATIONID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

OPPOSITEOPP

OPENINGOPNG

OUTSIDE FACEOF

OUTSIDE DIAMETEROD

ON CENTEROC

TYPICALTYP

TOP OF STEELTOS

TOP OFTO

TEMPORARYTEMP

TEMPERATURETEMP

ABBREVIATIONS

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CONCRETE REINFORCING STEEL INSTITUTECRSI

CORROSION RESISTANT STEELCRES

CONTINUE OR CONTINUOUSCONT

CONSTRUCTION JOINTCONST JT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CORPS OF ENGINEERSCOE

CONCRETE MASONRY UNITCMU

CONTROLLED LOW STRENGTH MATERIALCLSM

CLEAR, -ANCECLR

CENTER LINE

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CAST IRONCI

CENTRAL CONTROL STATIONCCS

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

CL

E

V

BETWEENBTWN

BTM BOTTOM

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

REBAR YIELD STRESSFY

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

GYPSUM BOARDGYP

GRADEGR

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

JOINTJT

JOISTJST

JUNCTION BOXJBOX

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LINEARLIN

LEFT HANDLH

POUND(S)LB, LBS OR #

NOT TO SCALENTS

NOMINALNOM

NUMBERNO

NATIONAL LEVEE DATABASENLD

NOT IN CONTRACTNIC

NOT APPLICABLEN/A

NEW STRUCTURAL MEMBER(N)

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

STATIONSTA

SOCIETY FOR PROTECTIVE COATINGSSSPC

SQUARE YARDSQ YD

SQUARESQ

SPECIFIEDSPEC'D

SPECIFICATION(S)SPEC

SPACE(S)SP

SLEEVE ANCHORSLV ANCH

SEALANTSLNT

SIMILARSIM

SHEETSHT

SQUARE FOOTSF

SECTIONSEC

SCHEDULESCHED

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A1

SCALE: 1" = 80'-0"

GENERAL PLAN - LOCK 16

RIVER WALL

LAND WALL

WORK LIMIT

UPSTREAM GUIDEWALL

INTERMEDIATE WALL

STATION

CENTRAL CONTROL

MAINTENANCE BUILDINGS

SECURITY GATE

ACCESS ROAD

102ND AVE. W.

E: 2065751.21

N: 1734157.34

E:2066184.48

N: 1734259.87

TO UPSTREAM GUIDEWALL

STORAGE AREA EXTENDS

CONTRACTOR STAGING &

'-0

'-0"

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SPECIFICATION SECTION 01 14 00.

GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD, EXCEPT AS NOTED IN

CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.

GENERAL SHEET NOTES

FLOW

MISSISSIPPI RIVER

AUXILIARY LOCK

MOORING AREA

CONTRACTOR

MAIN LOCK

PARKING AREA

STORAGE, AND

STAGING,

CONTRACTOR

NORTH

PLAN

80' 160'0

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GENERAL PLAN - LOCK 18

GATE

SECURITY

BUILDINGS

MAINTENANCE

STATION

CENTRAL CONTROL

WORK LIMIT

UPSTREAM GUIDEWALL

WALL

INTERMEDIATE

WALL

LAND

RIVER WALL

110'-0"

'-0

120'-0"

'-0

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

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A

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SPECIFICATION SECTION 01 14 00.

GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD, EXCEPT AS NOTED IN

CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.

GENERAL SHEET NOTES

F L O

W

TWP RD 900 E.

ROAD

ACCESS

AND PARKING AREA

STAGING, STORAGE,

CONTRACTOR

MOORING AREA

CONTRACTOR

LOCK

MAIN

LOCK

AUXILIARY

ROAD

EAGLE WATCH

MISSISSIPPI RIVER

80' 160'0

NORTH

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

R O

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

K E

V E

L R

A

IL

R E

P L

A C

E M

E N

T A

N D

L C

C S

F L

O O

D P

R O

O F

IN

G

IL

L

IN

O

IS

C

IT

Y

IL

G

L A

D S

T O

N E

IL

C

A N

T O

N

M O

L O

C K

S

-1

-2

M

IS

S

IS

S

IP

P I

R

IV

E R

B A

S

IN

/0

T

U R

N

C K

G E

N E

R A

L P

L A

N

G-006

C S

C H

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A C

H E

R

B A

N D

E R

S

M

R P

R O

J

D B

O D

M

E K

B

GENERAL PLAN - LOCK 20

WALL

INTERMEDIATE

WALL

LAND

BUILDING

MAINTENANCE

STATION

CONTROL

NEW CENTRAL

FLOOD PROOFING WORK LIMIT

CENTRAL CONTROL STATION (CCS)

RIVER WALL

WORK LIMIT

UPSTREAM GUIDEWALL

N. FRONT ST

STATION

CONTROL

CENTRAL

ORIGINAL

240'-0"

'-0

110'-0"

'-0

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

A

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K E

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N B

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D E

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N E

D B

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A

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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

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N D

A T

E

SHEET ID

C O

N T

R A

C T

/T .O

N

O

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C T

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US Army Corps

U .S

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G

IN

E E

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SPECIFICATION SECTION 01 14 00.

GUIDEWALLS OUTSIDE OF THE LOCK CLOSURE PERIOD, EXCEPT AS NOTED IN

CONTRACTOR WILL NOT BE ALLOWED USE OF THE LOCK CHAMBER OR 1.

GENERAL SHEET NOTES

F L

O W

AND PARKING AREA

STAGING, STORAGE,

CONTRACTOR

MOORING AREA

CONTRACTOR

LOCK

AUXILIARY

LOCK

MAIN

MISSISSIPPI RIVER

80' 160'0

NORTH

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

R O

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

K E

V E

L R

A

IL

R E

P L

A C

E M

E N

T A

N D

L C

C S

F L

O O

D P

R O

O F

IN

G

IL

L

IN

O

IS

C

IT

Y

IL

G

L A

D S

T O

N E

IL

C

A N

T O

N

M O

L O

C K

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-1

-2

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V-001

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B

SURVEY CONTROL PLAN - LOCK 16

ROD INSIDE CASING558.11557.392066157.751734185.91LD16US

ROD INSIDE CASING560.92560.202064629.941733744.07LD16DS

ROD INSIDE CASING552.69551.972065259.051734008.8209-77-16

DESCRIPTIONMSL 1912NAVD 88EASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

LD16US

LD16DS

09-77-16

RIVER WALL

INTERMEDIATE WALL

AUXILIARY LOCK

MAIN LOCK

LAND WALL

BUILDING

MAINTENANCE

BUILDING

MAINTENANCE

SECURITY GATE ACCESS ROAD

STATION

CENTRAL CONTROL

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

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

C O

N T

R A

C T

/T .O

N

O

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INSTRUMENTATION TABLES.

BASED ON LEVEL RUNS, OPUS SOLUTION, AND 2021 USACE

3. CONVERT FROM NAVD88 TO MSL 1912 BY ADDING 0.72'. CONVERSION

VERTICAL: MSL 1912. UNITS USED: US SURVEY FEET.

HORIZONTAL: NAD83(2011) STATE PLANE ILLINOIS WEST(1202); GEOID 18

PROJECT DATUM2.

SURVEY CONTROL WORK COMPLETED JANUARY 2024 FIELD BOOK FC-23-41.

GENERAL SHEET NOTES

MISSISSIPPI RIVER

FLOW

NORTH

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

R O

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

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IC

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A

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K E

V E

L R

A

IL

R E

P L

A C

E M

E N

T A

N D

L C

C S

F L

O O

D P

R O

O F

IN

G

IL

L

IN

O

IS

C

IT

Y

IL

G

L A

D S

T O

N E

IL

C

A N

T O

N

M O

L O

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S

-1

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M

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V-002

C S

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SURVEY CONTROL PLAN - LOCK 18

LEAD PLUG537.62536.532059581.131536250.81L4

ALUMINUM ROD IN CASE537.66536.572059922.991536564.83LD 18

ALUMINUM ROD IN CASE537.66536.572059374.541535914.6209-77-18

DESCRIPTIONMSL 1912NAVD 88EASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

09-77-18

LD 18

L4

RIVER WALL

INTERMEDIATE WALL

AUXILIARY LOCK

MAIN LOCK

LAND WALL

BUILDING

MAINTENANCE

BUILDING

MAINTENANCE

SECURITY GATE

ACCESS ROAD

STATION

CENTRAL CONTROL

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

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

C O

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/T .O

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U .S

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INSTRUMENTATION TABLES.

BASED ON LEVEL RUNS, OPUS SOLUTION, AND 2021 USACE

3. CONVERT FROM NAVD88 TO MSL 1912 BY ADDING 1.09 FEET. CONVERSION

VERTICAL: MSL 1912. UNITS USED: US SURVEY FEET.

HORIZONTAL:NAD83 (2011) ILLINOIS WEST (1202) STATE PLANE; GEOID 18

PROJECT DATUM2.

PAGES 69-79 VERIFIED DEC 2023.

SURVEY CONTROL WORK COMPLETED OCT 2021. FIELD BOOK N18-PS-27 1.

GENERAL SHEET NOTES

MISSISSIPPI RIVER

FLOW

NORTH

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

R O

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

K E

V E

L R

A

IL

R E

P L

A C

E M

E N

T A

N D

L C

C S

F L

O O

D P

R O

O F

IN

G

IL

L

IN

O

IS

C

IT

Y

IL

G

L A

D S

T O

N E

IL

C

A N

T O

N

M O

L O

C K

S

-1

-2

M

IS

S

IS

S

IP

P I

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B A

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IN

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T

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V-003

C S

C H

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SURVEY CONTROL PLAN - LOCK 20

LEAD PLUG488.07487.291919484.711269114.01L3

LEAD PLUG488.12487.341919632.801268611.4816A

BAR IN CASE489.14488.361919443.951269810.82CANTON 1

DESCRIPTIONMSL 1912NAVD 88EASTINGNORTHINGPOINT

SURVEY CONTROL POINTS

CANTON 1

16A

L3

RIVER WALL

INTERMEDIATE WALL

LOCK

AUXILIARY

LOCK

MAIN

LAND WALL

BUILDING

MAINTENANCE

BUILDING

MAINTENANCE

ACCESS ROAD

CONTROL STATION

ORIGINAL CENTRAL

CONTROL STATION

NEW CENTRAL

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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E D

B Y

C H

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K E

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N B

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D E

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IG

N E

D B

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E

M A

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SHEET ID

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R A

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FLOW

INSTRUMENTATION TABLES.

BASED ON LEVEL RUNS, OPUS SOLUTION, AND 2021 USACE

3. CONVERT FROM NAVD88 TO MSL 1912 BY ADDING 0.78 FEET. CONVERSION

VERTICAL: MSL 1912. UNITS USED: US SURVEY FEET.

HORIZONTAL: NAD83(2011) STATE PLANE ILLINOIS WEST(1202)GEOID 18;

PROJECT DATUM2.

SURVEY CONTROL WORK COMPLETED JULY 2021 FB N20-PS-32 PG. 53-751.

GENERAL SHEET NOTES

MISSISSIPPI RIVER

NORTH

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

R O

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

A N

S I

D

S O

L

IC

IT

A

T

IO

N

K E

V E

L R

A

IL

R E

P L

A C

E M

E N

T A

N D

L C

C S

F L

O O

D P

R O

O F

IN

G

IL

L

IN

O

IS

C

IT

Y

IL

G

L A

D S

T O

N E

IL

C

A N

T O

N

M O

L O

C K

S

-1

-2

M

IS

S

IS

S

IP

P I

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IV

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B A

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IN

/0

T

U R

N

N E

R A

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T R

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T U

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S-001

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H E

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B

B O

Y D

S T

M

R P

R O

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D B

O D

M

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B

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

B

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F

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GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES REINFORCING NOTES

SLAB JOINTS SHALL BE WATERTIGHT.

CONTRACTING OFFICER. CONSTRUCTION JOINTS FOR WALL TO

CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE

INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL

SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS

PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE6.

TO SPECIFICATION 03 31 00.

FOR CONCRETE COMPRESSIVE STRENGTH (f'c), REFER 5.

NOTED OTHERWISE.

CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4" UNLESS 4.

AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND SECURELY IN PLACE PRIOR TO

PROPERLY PLACE ALL EMBEDDED ITEMS SUCH THAT THEY ARE 3.

SURFACES AS INDICATED.

GRADE ABUT CONCRETE, MASONRY, OR STEEL VERTICAL

PROVIDE 1/4" THICK JOINT FILLER MATERIAL WHERE SLABS ON2.

ACCORDANCE WITH ACI 318.

DESIGN PERFORMED BY THE CONTRACTOR SHALL BE IN

(ACI 301) EXCEPT AS OTHERWISE INDICATED. ALL CONCRETE

INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL CONCRETE

WITH THE PROVISIONS OF THE AMERICAN CONCRETE

ALL CONCRETE CONSTUCTION SHALL BE IN ACCORDANCE1.

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER IF ANY

THE BENCHMARK SHALL BE FIELD-VERIFIED PRIOR TO

FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 8.

OF THIS WORK.

UNDOCUMENTED CONDITIONS THAT MAY EFFECT THE COMPLETION

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES OR 7.

EQUIPMENT.

SLEEVES OR HOLES REQUIRED FOR MECHANICAL OR ELECTRICAL

LOCATION AND PLACEMENT OF ANY INSERTS, HANGERS, PIPE

UNLESS OTHERWISE SHOWN OR NOTED, COORDINATE THE 6.

SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS 5.

COMPLETION OF THE PROJECT.

REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

COMPONENTS AND OCCUPANTS DURING CONSTRUCTION. THIS

AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE, ITS

DRAWINGS IS COMPLETED. DETERMINE ERECTION PROCEDURES

STABLE ONLY AFTER THE STRUCTURAL WORK CONTAINED IN THE

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND 4.

WORK IN AREAS THAT WILL BE AFFECTED.

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT 3.

HOLES, HANGERS, AND ANCHORS.

BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS,

DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING,

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER 2.

NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS AND THESE 1.

WITH THE EXCEPTION OF GALVANIZED SURFACES.

COAT ALL FAYING SURFACES WITH PRIMER PRIOR TO ASSEMBLY, 15.

ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1, AS SPECIFIED.

TESTING AND INSPECTION OF WELDS SHALL BE IN14.

THE SPECIFICATIONS.

STRUCTURAL STEEL MEMBERS TO BE IN ACCORDANCE WITH

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED13.

(STAINLESS STEEL), SEE SPECIFICATIONS.

ITEMS MARKED CRES SHALL BE CORROSION RESISTANT STEEL12.

THE MATERIAL BEING WELDED, UNLESS NOTED OTHERWISE.

SURFACE EQUAL TO OR SMOOTHER THAN THE MILL FINISH OF

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED11.

TREATMENT FROM MANUFACTURER/FABRICATOR.

CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

WITH TWO COATS OF BITUMINOUS PAINT (SSPC - PAINT 12,

COAT ALL ALUMINUM IN CONTACT WITH CONCRETE10.

GRIND AREAS, ETC. AS SPECIFIED.

PAINT OR COAT ALL BARE OR EXPOSED STEEL, WELD, SCRATCHES, 9.

OF WELDS UTILIZING THE SAME WELD PROCESS AND FILLET SIZE.

HOLES TO PERMIT WELD WRAPPING TO PREVENT THE INTERSECTION

AS SHOWN IN DETAIL S-001-A1. SUFFICIENTLY SIZE WELD ACCESS

FULLY WRAP ALL FILLET WELDS AROUND THE ENDS OF THE PLATE8.

DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL7.

APPROVAL.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS 6.

70 KSI FILLER METALS.

SHALL BE CONDUCTED USING LOW HYDROGEN PROCESSES AND

EDITION OF AWS D1.1, AS SPECIFIED. ALL WELDING

ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST5.

FABRICATION.

COATED IN ACCORDANCE WITH ASTM A123 AFTER

WITH ASTM A153. GALVANIZED STEEL SHAPES SHALL BE

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE4.

OTHERWISE SPECIFIED.

ALL BOLTED CONNECTIONS SHALL BE PRETENSIONED UNLESS 3.

SPECIFICATIONS.

PROVIDE MATERIAL IN ACCORDANCE WITH THESE PLANS AND THE 2.

FIFTEENTH EDITION.

ACCORDANCE WITH THE AISC STEEL CONSTRUCTION MANUAL,

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN1.

2. 2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.

1. 1.5 TIMES THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE.

B. IN NO CASE SHALL THE COVER BE LESS THAN:

AS INDICATED ON DRAWINGS..............................................6"

5. SURFACES EXPOSED TO ABRASION

4. UNFORMED SURFACE IN CONTACT WITH SUBGRADE.....4"

3. EQUAL TO OR GREATER THAN 24" THICK..........................4"

2. GREATER THAN 12" AND LESS THAN 24" THICK...............3"

1. 12" OR LESS IN THICKNESS.............................PER ACI 318

A. FORMED AND SCREEDED SURFACES:

REINFORCEMENT EXCEPT AS OTHERWISE INDICATED SHALL BE:

11. MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR

THE DRAWINGS.

DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN ON

MAXIMUM. ACTUAL SPACING OF REINFORCEMENT SHALL BE

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A10.

SHALL COMPLY WITH AWS D1.4.

UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT9.

CONTRACTING OFFICER.

CONCRETE IS NOT ALLOWED UNLESS APPROVED BY THE

FIELD BENDING OF REINFORCEMENT PARTIALLY EMBEDDED IN8.

APPROVED BY THE CONTRACTING OFFICER.

MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND

BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE

LENGTH CANNOT BE OBTAINED. SPLICE LENGTH SHALL BE

PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED

ARE BARS HAVING MORE THAN 12" OF CONCRETE CAST BELOW.

THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP BARS

TABLE ON THIS SHEET, EXCEPT AS SHOWN OR NOTED ON THE DRAWINGS.

MINIMUM SPLICE AND EMBEDMENT LENGTHS ARE SHOWN IN THE 7.

NOTED.

TO BE IN ACCORDANCE WITH ACI 318-14, UNLESS OTHERWISE

OFFICER. CLEAR COVER, EMBEDMENT, AND SPLICE LENGTHS

BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

ITEMS AND OTHER OBSTRUCTIONS, REINFORCEMENT SHALL BE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED6.

CONTINUOUS ACROSS EXPANSION JOINTS.

CONSTRUCTION JOINTS. REINFORCEMENT SHALL NOT BE

REINFORCEMENT SHALL BE CONTINUOUS ACROSS 5.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS.4.

INSTITUTE.

NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE3.

(FY = 60,000 PSI).

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 602.

CONCRETING RESPECTIVELY.

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHERC.

FORCING BARS.

CRSI RECOMMENDED PRACTICE OF PLACING REIN-B.

ACI 301, ACI 315R, AND ACI 318-14A.

UNLESS OTHERWISE NOTED, OF:

CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS,

FABRICATION, AND PLACING OF REINFORCING BARS AND

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,1.

8 59 45 77 59

7 51 40 67 52

6 35 27 46 36

5 30 23 39 30

4 24 18 32 24

3 18 14 24 19

TOP OTHER TOP OTHER

SIZE LENGTH, IN. LENGTH, IN.

BAR MIN. DEVELOPMENT MIN. CLASS B LAP

REINFORCEMENT EMBEDMENT AND SPLICE TABLE

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SITE LEGEND

COATED RIGID STEELPVC

PVC CONDUIT CONCRETE ENCASED

JUNCTION BOX

120V DUPLEX RECEPTACLE

CABLE TRENCH W/ REMOVABLE COVER

DPMM DIGITAL POWER MULTI-METER

8/C

2"C

COMBINATION MOTOR STARTER

POWER PANEL

EXPOSED STEEL CONDUIT

LIGHTING SWITCH-SPDT

EXAMPLE FOR 8 CONDUCTORS

EXAMPLE FOR 2 INCH CONDUIT

CONTROL, GROUNDING & LIGHTING)

ELECTRICAL PLAN LEGEND (POWER,

OS

EMERGENCY LIGHTING FIXTURE

WALL MOUNT EXIT SIGN

CEILING MOUNT EXIT SIGN

OS WALL MOUNT OCCUPANCY SENSOR

(ARROW DETERMINES DIRECTION OF EGRESS)

CEILING MOUNT EXIT SIGN

(ARROW DETERMINES DIRECTION OF EGRESS)

WALL MOUNT SIGN EXIT

S3

WALL MOUNT EXTERIOR LIGHTING FIXTURE

CEILING MOUNT EXTERIOR LIGHTING FIXTURE

FUSE

FIXTURE

CEILING MOUNT EMERGENCY EXTERIOR LIGHTING

WALL MOUNT EMERGENCY EXTERIOR LIGHTING FIXTURE

DISCONNECT

120V DUPLEX RECEPTACLE

500 KVA

3 PH, 60 HZ

13.2 KV

480/277V

THREE WAY SWITCH

a DENOTES CONTROL CIRCUIT (IF APL)

CEILING MOUNT OCCUPANCY SENSORa

CONTROL CIRCUIT (IF APL)

A DENOTES FIXTURE LABEL, a DENOTES

LIGHTING FIXTURE

a

A

HOME RUN TO PANEL MDP, BREAKER 46

MDP-46

120V WEATHERPROOF GFCI RECEPTACLE

AND TYPE AS INDICATED

SPECIAL RECEPTACLE, VOLTAGE

240V RECEPTACLE

XFMR

WP

V

UH-X

UR

UL

TYP

TVSS

TRBL

TL-X

THU

TEMP

SWBD

SS

SPD

S/N

S

RW

RGS

RECP

PRGS

PNL

PLC

PL

PH

PDS

PB

OL

OH

NRTL

MS

MH

MG

MCC

LW

LTS

LOR

TRANSFORMER

WEATHERPROOF

VOLTS

UNIT HEATER NO. X

UPSTREAM RIGHT

UPSTREAM LEFT

TYPICAL

TRANSIENT VOLTAGE SURGE SUPPRESSION

TROUBLE

TRAFFIC SIGNAL LIGHT NO. X

TOW HAULAGE UNIT

TEMPERATURE

SWITCHBOARD

USAGE DEPENDENT

SELECTOR SWITCH or STAINLESS STEEL, SURGE PROTECTION DEVICE

SOLID NEUTRAL

TOGGLE SWITCH

RIVERWALL

RIGID GALVANIZED STEEL (CONDUIT)

RECEPTACLE

PVC COATED RIGID GALVANIZED STEEL CONDUIT

PANEL

PROGRAMMABLE LOGIC CONTROLLER

PILOT LIGHT

PHASE

POSITION DISPLACEMENT SENSOR

PUSHBUTTON

OVERLOAD

OVERHEAD

NATIONALLY RECOGNIZED TESTING LABORATORY

MOTOR STARTER

MANHOLE

MITER GATE

MOTOR CONTROL CENTER

LANDWALL

LIGHTS

LOCAL-OFF-REMOTE

KW

KVA

KV

KCMIL

JB

ICE-PIER

HZ

HP

HMI

H-O-A

GND

GFE

GEN-X

FX

FO

FLR

EF

DR

DL

DISTR

DD

CT

CS

COR

CKT

CCS

C

BKR

ATS

AT

AF

A

KILOWATTS

KILOVOLT - AMPERES

KILOVOLTS

THOUSAND CIRCULAR MILS

JUNCTION BOX

HIGH-MAST LIGHTING PIER (OR TRANSFORMER PIER)

HERTZ

HORSEPOWER

(PC OR HARDWIRED DEVICES)

HUMAN-MACHINE INTERFACE

HAND-OFF-AUTO SELECTOR SWITCH

GROUND

GOVERNMENT FURNISHED EQUIPMENT

GENERATOR NO. X

LIGHT FIXTURE NO. X

FIBER OPTIC

FLOOR

EXHAUST VENT FAN

DOWNSTREAM RIGHT

DOWNSTREAM LEFT

DISTRIBUTION

DIGITAL DISPLAY

CURRENT TRANSFORMER

CONTROL STAND

CONTRACTING OFFICER'S REPRESENTATIVE

CIRCUIT

CENTRAL CONTROL STATION

SEE PLAN LEGEND THIS SHEET

CONDUCTORS OR CONDUIT, USAGE DEPENDENT;

BREAKER

AUTOMATIC TRANSFER SWITCH

AMPERES - TRIP

AMPERES - FRAME

AMPERES

X

X

DISCONNECT SWITCH

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

SIZE AS INDICATED

MAGNETIC CIRCUIT BREAKER,

FIXED MOLDED-CASE THERMAL

WIRING CONNECTION

DISCONNECTING DEVICE PLUG

WITH RATINGS AS INDICATED

POWER TRANSFORMER

MOTOR, HP INDICATED

GENERATOR SET NO. 1

COMBINATION

DRAWOUT FUSE/CONTACTOR

DELTA TRANSFORMER

WYE TRANSFORMER

BREAKER,SIZE AS INDICATED

PLUG-IN MOLDED-CASE CIRCUIT

STARTER, AIZE AS INDICATED

MOTOR SHORT CIRCUIT PROTECTOR

PLUG-IN COMBINATION MOLDED CASE

THERMAL OVERLOAD DEVICE

IDENTIFICATION

CONDUIT AND CONDUCTOR

LENSE COLOR INDICATED

INDICATING LIGHT

PUSHBUTTON W/ MOMENTARY CONTACT

STARTER SELECTOR SWITCH

THREE POSITION MAINTAINED

LOCAL

OFF

REMOTE

UNIT 2UNIT 1

UNIT SELECTOR SWITCH

TWO POSITION MAINTAINED

BLUEBL

AMBERA

WHITEW

GREENG

REDR

FIELD WIRING SHOWN ON SCHEMATIC

MOTOR CONTACTOR

VOLTMETER

AMMETER

VOLTMETER SWITCH

UTILITY METER

AMMETER SWITCH

RECEPTACLE CONNECTION

LOCK MACHINERY

400AF

GEN-1

H1

H2H3

Y3

Y2

Y1

20A

100A

R

ABBREVIATIONSONE-LINE DIAGRAM & SCHEMATIC LEGEND

480V RECEPTACLE

120V QUADPLEX RECEPTACLE

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

LIMIT SWITCH NORMALLY OPEN

LIMIT SWITCH NORMALLY CLOSED

POWER RECEPTACLE

480V NEMA 4 INTEGRALLY INTERLOCKED

GROUNDING ROD

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NOTE 29 ABOVE.

NUTS) UNLESS NOTED OTHERWISE REQUIRED TO BE STAINLESS STEEL. SEE ALSO GENERAL

PROVIDE HOT-DIPPED GALVANIZED FASTENING HARWARE (SCREWS, BOLTS, WASHERS, AND 30.

METALS SO THEY ARE NOT INSTALLED ADJACENT TOUCHING EACH OTHER.

MATERIALS. AVOID AND PREVENT CONTACT OF DISSIMILAR METALS. ISOLATE DISSIMILAR

GENERAL MATERIALS: PROVIDE EQUIPMENT, FASTENINGS, AND FASTENERS OF COMPATIBLE 29.

WIRING AS REQUIRED TO MAINTAIN POWER TO REMAINING EQUIPMENT.

JUNCTION BOX TO RECONNECT CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT AND

EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE THE INSTALLATION OF A 28.

CONDITIONS.

CABLE, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR MUST VERIFY EXISTING

THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, FITTING,

REMOVED AND REPLACED WITH NEW. THE NOTES AND DRAWINGS ARE INTENDED TO INDICATE

THE ELECTRICAL DRAWINGS INDICATE EXISTING ELECTRICAL ITEMS WHICH MUST BE 27.

ON RED-LINE AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS.

AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE LOCATIONS OF ALL CONDUITS AND CABLES 26.

ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT WHERE NOTED OTHERWISE.25.

ROUTING.

THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, LOCATIONS AND CONDUIT 24.

CONCRETE ANCHORS AND POWDER-ACTUATED CONCRETE ANCHORS ARE NOT PERMITTED.

EPOXY TYPE STAINLESS STEEL CONCRETE ANCHOR BOLTS ARE REQUIRED. WEDGE-TYPE 23.

TO ELECTRICAL JUNCTION BOXES.

GROUNDING TYPE, INSULTATED-THROAT CONDUIT HUBS SHALL BE USED TO FASTEN CONDUIT 22.

PROVIDE INSULATED THROAT GROUNDING BOSSINGS, PULLBOXES AND MANHOLES.21.

GALVANIZED STEEL CONDUIT.

CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM CONDUIT SIZE SHALL BE 3/4 INCH RIGID

SOLID FOR #10 AWG AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER. MINIMUM

WIRING FOR POWER, LIGHTING, AND BRANCH CIRCUITS MUST BE COPPER, TYPE XHHW. USE 20.

GALVANIZED STEEL (RGS) CONDUIT.

UNLESS OTHERWISE NOTED, ALL CONDUIT MUST BE UL LISTED PVC-COATED RIGID 19.

STANDARDS (NEMA, ANSI, ETC.).

TERMINATORS, AND WIRE LABELS MUST COMPLY WITH RELEVANT AMERICAN INDUSTRY

ENCLOSURES, COVERS, RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT, TERMINALS,

ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT LIMITED TO: CONDUIT, WIRE, CABLES, 18.

ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED. 17.

ACTUAL ELECTRICAL INSTALLATION.

THE CONTRACTOR MUST COORDINATE ALL EQUIPMENT LOCATIONS PRIOR TO MAKING THE 16.

INSULATED GROUND WIRE.

ALL BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE PROVIDED WITH A SEPARATE 15.

FACILITATE STRUCTURAL CONSTRUCTION. SEE STRUCTURAL DRAWINGS.

THE ELECTRICAL WORK MUST BE COORDINATED WITH THE STRUCTURAL CONCRETE WORK TO 14.

LATEST EDITION OF NFPA 70, NATIONAL ELECTRICAL CODE.

ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION MUST BE IN ACCORDANCE WITH THE 13.

THE RIVER MAY FLOOD AND WATER MAY OVERTOP THE LOCK WALL.

THE CONTRACTOR SHOULD BE AWARE AND CONSIDER THAT THERE ARE OCCASIONS WHEN 12.

AND DAM OPERATING PERSONNEL.

WITH THE CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY SPACES BY THE LOCK

STAGING OF EQUIPMENT REMOVAL, RELOCATION, AND INSTALLATION MUST BE COORDINATED 11.

PRIOR TO REMOVING ANY CABLES OR DEMOLISHING ANY CONCRETE.

THE CONTRACTOR MUST VERIFY DUCT AND EMBEDDED CONDUITS LOCATION OF EACH CABLE 10.

CABLES.

INTRUSION. SPLICE CAPS MUST BE INSTALLED TO PROTECT THE END OF A NON-TERMINATED

ELECTRIC SHOCK AND TO PROTECT THE CABLE AND CONDUCTOR ENDS FROM WATER

PLACED OVER THE END OF THE BARE CONDUCTORS AND A CABLE END TO INSULATE FROM

A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED SHRINK MATERIAL WHICH CAN BE 9.

ENTIRETY FROM SOURCE TO LOAD AT THE CONTRACTOR'S EXPENSE.

ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR MUST BE REPLACED IN ITS 8.

AS INDICATED IN PLANS) MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY THE CONTRACTOR (OTHER THAN 7.

CABLES WILL BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.

TEMPORARY CABLE SPLICES SHALL BE MADE IN THE MANHOLES AND ONLY THE TEMPORARY 6.

DEPOSITED SEDIMENT AND SILT IN EXISTING MANHOLES AND DUCT BANKS.

WALL HAS BEEN OVERTOPPED BY FLOOD WATER ON MULTIPLE OCCASIONS WHICH MAY HAVE

CLEANING PRIOR TO RE-INSTALLATION OF CABLES IN DUCT BANKS. THE TOP OF THE LOCK

SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF TEMPORARY CABLES AND DUCT 5.

2014, SECTION 12.

WITH THE SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,

CONTRACTOR MUST ADHERE TO PROPER LOCKOUT/TAG OUT PROCEDURES IN ACCORDANCE 4.

SECTION 11, SUBSECTION J.

THE SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER, 2014,

CONTRACTOR MUST PROVIDE PROTECTION FROM OPEN MANHOLES IN ACCORDANCE WITH 3.

ELECTRICAL CABLES IDENTIFIED.

CABLE SCHEDULES REGARDING CIRCUIT DESCRIPTIONS ASSOCIATED WITH THE

THIS SYMBOL IDENTIFIES ELECTRICAL CABLES. SEE REFERENCE DRAWINGS AND 2.

OFFICER PRIOR TO ANY ELECTRICAL POWER OUTAGES.

CONTRACTOR MUST COORDINATE WITH AND RECEIVE APPROVAL FROM THE CONTRACTING 1.

SYSTEM.

REINSTALL THE PERMANENT ELECTRICAL CABLES TO RESTORE THE ELECTRICAL

CONSTRUCTION FEATURES ARE ADEQUATELY COMPLETED TO ALLOW AND FACILITATE.

DEMOLISH THE EXISTING TEMPORARY ELECTRICAL CABLE SYSTEM WHEN 6.

2000 POUND TOTAL LOAD OR 1000 POUND SINGLE AXLE LOAD.

TEMPORARY CABLE PATHWAY BRIDGES MUST BE ABLE TO WITHSTAND NOT LESS THAN

CUSHMAN CARTS TO TRAVERSE THEM WITHOUT GETTING IMPEDED ("HUNG UP").

BRIDGE MUST BE PROVIDED WITH PROPER RAMP PITCH TO ALLOW EXISTING LOCK

BRIDGE TYPE CROSSING INSTALLED ACROSS CABLES. TEMPORARY CABLE PATHWAY

ANOTHER ELEVATION IF APPROVED OR MUST BE A TEMPORARY RAMPED PROTECTIVE

CABLE CROSSINGS MUST BE EITHER OVERHEAD TYPE AT NOT LESS THAN 8 FEET OR AT

FOR THE SAFE ROUTING OF TEMPORARY ELECTRICAL CABLES. TEMPORARY PATHWAY

PROVIDED AND INSTALLED IN ACCORDANCE WITH EM 385-1-1, NFPA 70, AND IEEE/ANSI C2

MAXIMUM LOAD OF 2,000 POUNDS. TEMPORARY PATHWAY CABLE CROSSINGS MUST BE

LOADED CUSHMAN TUG TYPE CARTS. CUSHMAN TUG CARTS CAN HAVE A TOTAL

CABLES ARE PHYSICALLY PROTECTED FROM BOTH PEDESTRIAN TRAFFIC AND FROM

ROUTE TEMPORARY ELECTRICAL CABLES ACROSS PATHWAYS SO THAT TEMPORARY

WITH CONTRACTOR OPERATIONS AND ADJACENT ACTIVITIES. THE CONTRACTOR SHALL

CABLES ON THE TOP OF THE LOCK WALL AT A LOCATION THAT DOES NOT INTERFERE

FROM MANHOLE NO. C1, MH10, MH11, C2, OR MH13 AS APPLICABLE. ROUTE TEMPORARY

NO. C1, MH10, MH11, C2, OR MH13 RESPECTIVELY. SURFACE ROUTE TEMPORARY CABLES

SPLICE LOCK LIGHT POLES TEMPORARY CABLES TO EXISTING CABLES NEAR MANHOLE 5.

MOTORIZED CART AS NEEDED FOR LOCK PERSONNEL TO ACCESS WORK PATHS.

TO BE SAFELY CROSSED BY PEDESTRIANS AND WITH A 4-WHEEL CUSHMAN BRAND

CABLES SO THEY WILL NOT BE DAMAGED, NOT CAUSE TRIPPING HAZARD, AND ARE ABLE

CONTROL, AND INSTRUMENTATION TO REQUIRED EQUIPMENT. INSTALL TEMPORARY

REMOVED PERMANENT ELECTRICAL CABLES TO PROVIDE TEMPORARY POWER,

TEMPORARY SPLICE THE TEMPORARY ELECTRICAL CABLES AS REQUIRED TO THE 4.

MAINTAIN SYSTEM OPERABILITY.

TEMPORARY CABLES AND PROVIDE REPAIRS TO DAMAGED TEMPORARY CABLES TO

FROM ALL TRAFFIC AND CONTRACTOR OPERATIONS. THE CONTRACTOR MUST MAINTAIN

OR WITH LOCK AND DAM OPERATIONS. CABLES MUST BE ADEQUATELY PROTECTED

DETERMINED BY CONTRACTOR NOT TO INTERFERE WITH CONSTRUCTION OPERATIONS

TEMPORARY CABLES MUST BE ROUTED ON TOP OF LOCK WALL AT A LOCATION 3.

ROPE. SEE REFERENCE DRAWINGS AND CABLE SCHEDULES FOR EXISTING CABLE SIZES.

CIRCUIT CABLE MUST BE BUNDLED AND TIED TOGETHER WITH CABLE TIES OR NYLON

THE PERMANENT CABLE BEING SPLICED TO. THE CONDUCTORS OF EACH TEMPORARY

DEGREE COPPER. CONDUCTOR SIZE MUST NOT BE LESS THAN THE CONDUCTORS OF

TEMPORARY CABLES MUST BE SINGLE OR MULTIPLE CONDUCTOR 600 VAC, XHHW 90 2.

WARNING LIGHTS, AND SMALL BOAT SIGNALS AS APPLICABLE.

GUIDE WALL LIGHT POLES, NAVIGATION LIGHTS, OUTDRAFT LIGHTS, FISHERMAN'S

UPSTREAM GUIDE WALL, LOCK 21 DOWNSTREAM GUIDEWALL, AND LOCK 22 UPSTREAM

SEE PLAN SHEETS TO DETERMINE TEMPORARY WIRING REQUIREMENTS FOR LOCK 21 1.

3M HDBB) TO COVER AND FINALLY SEAL THE RUN AND TAP END OF SPLICE.

PROVIDE 2-WAY OUTLET HEAT SHRINK HEAVY DUTY BREAKOUT BOOTS (BASIS OF DESIGN IS 11.

ON THE OTHER END OF THE SPLICE.

SPLICED CONDUCTORS ON ONE END AND JUST THE RUN CABLE AND SPLICED CONDUCTORS

ITCSN SERIES) OF PROPER SIZE APPLIED TO COVER BOTH THE RUN CABLE, TAP CABLE, AND

PROVIDE HEAVY-WALL (ADHESIVE-LINED) HEAT SHRINK TUBING (BASIS OF DESIGN IS 3M 10.

CABLE TO FILL AND DAM GAP BETWEEN THE CABLES.

PROVIDE MASTIC SPLICE TAPE AROUND AND BETWEEN MAIN RUN CABLE AND ADJACENT TAP 9.

APPLY LIQUID ELECTRICAL TAPE TO SEAL EXPOSED EDGES.8.

TUBES.

PROVIDE MASTIC SPLICE TAPE AROUND CONDUCTOR CONNECTIONS OVER HEAT SHRINK 7.

CONDUCTOR SPLICE.

MODEL ITCSN SERIES HEAT SHRINK TUBE) OF PROPER SIZE APPLIED TO EACH INDIVIDUAL

PROVIDE HEAVY- WALL (ADHESIVE-LINED) HEAT SHRINK TUBING (BASIS OF DESIGN IS 3M 6.

LINEARLY STAGGER COMPRESSION CONNECTORS TO MINIMIZE WIDTH OF CABLE SPLICE.5.

ROUTED THROUGH, BUT NOT TAPPED.

PROVIDE ONE INLINE BUTT-TYPE COMPRESSION CONNECTOR FOR EACH CONDUCTOR 4.

CONDUCTOR REQUIRED TO BE TAP SPLICED.

PROVIDE ONE INLINE BUTT TYPE COMPRESSION CONNECTOR FOR EACH RUN AND TAP 3.

PERMANENT CABLE SPLICES USING THE FIELD FABRICATED SPLICES.

THE SUBMERSED SPLICE STAYED DRY, THEN THE CONTRACTOR MAY INSTALL THE

DISASSEMBLED TO SEE IF WATER INFILTRATED THE SPLICE. IF THE PAPER TISSUE INSIDE

FOR 24 HOURS AT WHICH TIME THE SPLICE MUST BE REMOVED FROM THE WATER AND

TEST CABLE THAT IS SUBMERSED IN 8-10 FEET OF WATER (SUBMERSE IN LOCK CHAMBER)

PART OF THE SPLICE ASSEMBLY. THE TEST SPLICE MUST BE FABRICATED ON AN ASSEMBLED

CABLE SPLICE EXCEPT THAT ALSO A PAPER TISSUE MUST BE INSTALLED ON THE INNERMOST

CONTRACTOR MUST ASSEMBLE AND TEST THE FOLLOWING CUSTOM FIELD-FABRICATED 2.

SPLIT-BOLT CONNECTORS ARE NOT ACCEPTABLE. 1.

GENERAL ELECTRICAL NOTES

NON-RE-ENTERABLE ELECTRICAL CABLE SPLICE:

CUSTOM DESIGN/FIELD ASSEMBLED TEMPORARY WIRE AND CABLE REQUIREMENTS:

L23

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ILLINOIS CITY, IL - GLADSTONE, IL - CANTON, MO

LOCKS 16-18-20

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

E K

B

PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 1-8ED101

CABLE SCHEDULEE-601

DETAILSE-501

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 18-20E-101

SECTION - UPSTREAM GUIDEWALL DEMOLITIONSD302

SECTION - UPSTREAM GUIDEWALL DEMOLITIONSD301

PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 18-20SD103

PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 9-17SD102

PLAN - UPSTREAM GUIDEWALL DEMOLITION - MONOLITHS 1-8SD101

DETAILS - WALKWAY SUPPORTSS-513

DETAILS - WALKWAY SUPPORTSS-512

DETAILS - WALKWAY SUPPORTSS-511

DETAILS - WALKWAY SUPPORTSS-510

DETAILS - JOINTSS-505

SECTION - UPSTREAM GUIDEWALL WALKWAYS-310

SECTION - KEVEL RAIL AND BASE PLATES-305

SECTIONS - UPSTREAM GUIDEWALLS-304

SECTIONS - UPSTREAM GUIDEWALLS-303

SECTIONS - UPSTREAM GUIDEWALLS-302

SECTIONS - UPSTREAM GUIDEWALLS-301

PLAN - CONTRACTION JOINT LAYOUT - MONOLITHS 18-20S-112

PLAN - CONTRACTION JOINT LAYOUT - MONOLITHS 9-17S-111

PLAN - CONTRACTION JOINT LAYOUT - MONOLITHS 1-8S-110

PLANS - KEVEL RAIL GROUNDING CONDUITS-107

PLANS - UPSTREAM GUIDEWALL WALKWAYS-106

PLANS - END STOPS AND BASE PLATESS-105

PLAN - UPSTREAM GUIDEWALL REPAIRS - MONOLITHS 18-20S-103

PLAN - UPSTREAM GUIDEWALL REPAIRS - MONOLITHS 9-17S-102

PLAN - UPSTREAM GUIDEWALL REPAIRS - MONOLITHS 1-8S-101

SURVEY MONUMENT PLACEMENTV-101

SUGGESTED INSTALLATION PROCEDURE - KEVEL RAILG-002

COVER SHEET - LOCK 18 - KEVEL RAIL REPLACEMENTG-001

SHEET TITLESHEET ID

SHEET INDEX

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KEVEL RAIL REPLACEMENT AND L20 CCS FLOODPROOFING

PLAN SET: LOCK 18 UPSTREAM GUIDEWALL KEVEL RAIL REPLACEMENT

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SURVEY BEST FIT REFERENCE LINE

CHAMFER FACE OF ARMORRAIL PLATE

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SET BACK OF BASE PLATES ALONG LINE 3. 12.

CHECKPOSTS, WILL ALLOW BITT TO PASS CHECKPOSTS (DIMENSION D). MINIMUM OF 1'-1".

VERIFY THE DISTANCE BETWEEN THE CHECKPOST CENTERLINES AND THE CENTERLINE OF THE KEVEL RAIL, FOR ALL 11.

RAIL PLATES.

USE DISTANCE C, FROM THE CONTROLLING RAIL PLATE, TO ESTABLISH LINE 3, WHICH ESTABLISHES THE LAND SIDE OF THE 10.

PLACE ALL PLATES ALONG THE WALL.

ESTABLISH DISTANCE C, BASED ON THE BASE PLATE SET AT THE NARROWEST LOCATION. THIS DIMENSION IS USED TO 9.

SATISFACTORY FOR ESTABLISHING THE CHAMBER SIDE OF THE RAIL PLATE LOCATIONS.

IF PLATES ENGAGE ARMOR IN SUFFICIENT LENGTH TO WELD TO ARMOR, PER CONTRACT REQUIREMENTS, LOCATION Y IS 8.

2), TO VERIFY THE REMAINING BASE PLATES WILL CONTACT THE ARMOR FOR WELDING

ESTABLISH A LINE ALONG THE ENTIRE LENGTH OF THE WALL, PARALLEL TO THE REFERENCE LINE (LINE 1) AT POINT Y (LINE 7.

CONTROLLING CHECKPOST.

PLATE AT POINT Y, ENSURING POINT Y IS PERPENDICULAR TO LINE 1, AND 1'-7" FROM THE CENTERLINE OF THE

FROM THE CENTERLINE OF THE CONTROLLING CHECKPOST, ESTABLISH THE CHAMBER SIDE OF THE CONTROLLING RAIL 6.

WILL DRIVE THE LOCATION OF THE KEVEL RAIL CENTERLINE.

DETERMINE WHICH CHECKPOST IS CLOSEST TO LINE 4, THEREBY ESTABLISHING THE CONTROLLING CHECKPOST, WHICH 5.

ESTABLISH A LINE PARALLEL TO LINE 1 ON THE RIVER SIDE OF THE EXISTING CHECKPOSTS, LABELED AS LINE 4.4.

THAT WILL NOT GET DISTURBED.

FROM. SET SURVEY NAILS (PKS) AT END POINTS OF LINE 1 (AS WELL AS OTHER AREAS, AS DETERMINED BY CONTRACTOR)

LINE 1 WILL ESTABLISH A REFERENCE LINE TO WHICH ALL COMPONENT PLACEMENT LOCATIONS WILL BE REFERENCED 3.

THE LENGTH.

MULTIPLE SURVEY POINTS ALONG THE LENGTH OF THE WALL TO DETERMINE HOW THE WALL FACE FLUCTUATES ALONG

ESTABLISH THE BEST FIT LINE ALONG THE UPSTREAM GUIDEWALL (LINE 1), LABELED AS THE REFERENCE LINE, BY TAKING 2.

PART OF THE RAIL INSTALLATION PROCEDURE REQUIRED IN THE SPECIFICATIONS.

RAIL INSTALLATION SEQUENCE IS PROVIDED AS ONLY A SUGGESTION. DEVELOP AND SUBMIT A PROPOSED PROCEDURE AS

THE NEW KEVEL RAIL IS TO RUN STRAIGHT ALONG THE WALL. EXISTING WALL MAY NOT BE STRAIGHT. THE FOLLOWING 1.

SUGGESTED RAIL INSTALLATION PROCEDURE

CL CP

CL RAIL

LINE 3

LINE 2

LINE 1

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SUGGESTED INSTALLATION PROCEDURE - KEVEL RAIL

SCALE: NTS

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

SURVEY MONUMENT PLACEMENT - LOCK 18

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SURVEY DATADETAIL - SURVEY MONUMENT

SCALE: 6" = 1'-0"

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®of Engineers

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EXISTING CONCRETE

NEW EPOXY GROUT

MANUFACTURER RECOMMENDATIONS

DRILLED HOLE DIAMETER PER EPOXY

ALIGNMENT SURVEY

MARK PIN FOR

WITH TOP OF CONCRETE)

BRASS ROD (FLUSH

1" DIA. X 10"

0.02" RADIUS

ROUND CORNER

UNDER THIS CONTRACT.

ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS REQUIRED TO BE TAKEN 7.

ALL INFORMATION SHALL BE SUPPLIED IN MSL 1912 DATUM AND NAVD88.6.

DRAWINGS FOR INFORMATION ON EXISTING MONUMENTS.

MONUMENTS IN LINE WITH EXISTING MONUMENTS. SEE REFERENCE

THE 3'-0" OFFSET DIMENSION IS NOMINAL. CONTRACTOR SHALL SET NEW 5.

MONUMENT SHALL BE SET 1'-0" FROM THE EDGE OF THAT COMPONENT.

COMPONENT IS LOCATED AT THE CENTER OF THE MONOLITH, THE

OFFSET OF 3'-0" FROM THE CHAMBER FACE OF THE WALL. IF A LOCK

MONUMENTS SHALL BE SET AT THE CENTER OF THE MONOLITH, WITH AN 4.

MONUMENTS AND PERFORM THE SURVEY.

THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET THE 3.

SPECIFICATIONS FOR DETAILS.

THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY, SEE 2.

THE DIAGRAM SHOWN.

UPSTREAM GUIDEWALL. NEW BRASS RODS SHALL BE USED ACCORDING TO

THE CONTRACTOR SHALL PLACE SURVEY POSITION MONUMENTS ON THE 1.

GENERAL SHEET NOTES

MARKER

UG1

UG2

UG3

UG4

UG5

UG6

UG7

UG8

UG9

UG10

UG11

UG12

UG13

UG14

UG15

UG16

UG17

UG16

UG17

TBD

TBD

TBD

STA. ELEV.DIST.

TBD

TBD

TBD

THIS CONTRACT

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD

TBDTBD

TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

TBD TBD

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TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

TBD

UG18 TBD

TBD

TBD

UG19 TBD TBD

FLOW

4'0 2' 8'

TBD

NORTH

4'0 2' 8'

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

PLAN - MONOLITHS 6-8

E1

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

PLAN - MONOLITHS 3-5

K1

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

PLAN - MONOLITHS 1-2

BY OTHERS

SHELTER TO BE INSTALLED

EL.~535.5

EXISTING PULLBOX

TYP

REINSTALL HANDRAIL

TYP

REINSTALL HANDRAIL

TYP

REINSTALL HANDRAIL

TYP

MONUMENT

INSTALL SURVEY

TYP

MONUMENT

INSTALL SURVEY

TYP

MONUMENT

INSTALL SURVEY

NEW WALKWAY

NEW WALKWAY

NEW WALKWAY

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3'-10 1/2 " 4 SPACES @ 6'-0" = 24'-0" 1'-2"4'-10"

1'-2"5'-0"6'-0"3'-7"6'-3"4'-0"4'-0"1'-2"4'-10"4 SPACES @ 6'-0" = 24'-0"1'-2"4'-10"4 SPACES @ 6'-0" = 24'-0"

1'-2"4'-10"4 SPACES @ 6'-0" = 24'-0"1'-2"4'-10"4 SPACES @ 6'-0" = 24'-0"1'-2"4'-10"4 SPACES @ 6'-0" = 24'-0"

6'-0"

JUNCTION BOX

3 SPACES @ 6'-0" = 18'-0" 4'-10" 1'-2"

PLATES, TYP

RAIL AND BASE

INSTALL KEVEL

PLATES, YTP

RAIL AND BASE

INSTALL KEVEL

PLATES, TYP

RAIL AND BASE

INSTALL KEVEL

TRANSITION

FENCING

HANDRAILING TO

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0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

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FLOW

FLOW

3 4 5

6 7 8

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NOT SHOWN ON THIS SHEET.

EXISTING FACILITIES WHICH ARE TO BE REMOVED AND REINSTALLED ARE 3.

WALKWAY PLANK GRATING WILL HAVE 1/2" GAP AT MONOLITH JOINTS.2.

FOR SIMILAR REPAIRS ANNOTATED BY THE LEGEND DESCRIPTION.

SECTION CUTS ARE NOT SHOWN AT EACH REPAIR AREA AND ARE TYPICAL 1.

GENERAL SHEET NOTES

NEW WALKWAY

HORIZONTAL RESURFACING

LEGEND

C S T

A

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A

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HANDRAIL HANDRAIL

SUPPORT TYP

C WALKWAY L

SUPPORT TYP

C WALKWAY L

SUPPORT TYP

C WALKWAY L

S-512-D1 S-512-D14

TYP OF 9

S-512-D14

TYP OF 10

TYP OF 2

S-512-N1

S-512-A1

S-512-G1

TYP OF 8

SUPPORT TYP

C WALKWAY L

S-512-A15

SUPPORT TYP

C WALKWAY L

SUPPORT TYP

C WALKWAY L

S-511-G14

TYP

TYP

S-511-G14

S-301

L1

S-301

L11

S-301

F1

S-301

F11

S-301

A1

S-106

A1

S-105

E1

S-106

J1

S-106

J11

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

T

U R

N E

R

M O

N O

L

IT

H S

-1

U P

S T

R E

A M

G U

ID

E

W A

L L

R E

P A

IR

S

P L

A N

S-102

C S

C H

U M

A C

H E

R

B

B O

Y D

S T

M

R P

R O

J

D B

O D

M E

R

LOCK18

W

E K

B

PLAN - MONOLITHS 15-17

E1

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

PLAN - MONOLITHS 12-14

K1

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

PLAN - MONOLITHS 9-11

TYP

REINSTALL HANDRAIL

TYP

REINSTALL HANDRAIL

TYP

REINSTALL HANDRAIL

EXISTING MONITORING WELL

EXISTING MONITORING WELL

TYP

MONUMENT

INSTALL SURVEY

TYP

MONUMENT

INSTALL SURVEY

TYP

MONUMENT

INSTALL SURVEY

NEW WALKWAY

A N

S I

D

S O

L

IC

IT

A

T

IO

N

K E

V E

L R

A

IL

R E

P L

A C

E M

E…