A22 - Drawings.pdf

PDF 24 MB Posted Mar 23, 2023

Attached to: Lock and Dam 17 Upper Guidewall Sheet Pile Transition
Solicitation number: W912EK23R0003
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity for construction services. The U.S. Army Corps of Engineers is soliciting bids for work on Lock and Dam 17's guidewall and sheet pile transition in Rock Island, Illinois. Services will include construction and installation activities with an estimated budget between $1 million to $5 million and a completion schedule of 425 days. The solicitation number is W912EK23R0003 and it will utilize the lowest price technically acceptable source selection method. Bids are due by the date specified in the solicitation document.

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Other files

File	Type	Posted
A22 - PLANS - AMEND 0002.pdf	PDF	Apr 17, 2023
A22 - W912EK23R0003 - AMEND0002 - With Specs.pdf	PDF	Apr 17, 2023
A23 - LD17 Sheetpile Site Visit McMillen 4-13-23.pdf	PDF	Apr 17, 2023
A22 - PLANS - AMEND 0001.pdf	PDF	Apr 13, 2023
A22 - W912EK23R0003 - AMEND0001 - With Plans.pdf	PDF	Apr 13, 2023
A23 - Pre-Bid Sign In Sheets 3-29-23 and 4-05-23 and 4-06-23.pdf	PDF	Apr 10, 2023
A22 - W912EK23R0003 - SOL - SPEC - SSP.pdf	PDF	Mar 23, 2023

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

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®of Engineers

US Army Corps

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APPROVAL RECOMMENDED BY:

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:

SHEET PILE TRANSITION WALL

MERCER, ILLINOIS

LOCK AND DAM 17

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

E K

W912EK23R0003

of Engineers

US Army Corps

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PROJECT LOCATION

NORTH

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NTS

DETAILS - 120V RECEPTACLE STAND

DETAILS - STEEL SHEET PILE CAP

ELEVATION - UPSTREAM GUIDEWALL - MJ 1-2 REPAIR

ELEVATION - TRANSITION WALL

PLAN - TRANSITION WALL BRACKET LOCATIONS

ELEVATION - UPSTREAM GUIDEWALL - MJ 1-2 - DEMOLITION

ELEVATION - TRANSITION WALL - DEMOLITIONSD201

SCHEDULE - GUIDEWALL ELECTRICALE-601

DETAILS - GUIDEWALL ELECTRICALE-501

PLAN - DOWNSTREAM GUIDEWALL ELECTRICALE-104

PLAN - DOWNSTREAM GUIDEWALL ELECTRICALE-103

PLAN - DOWNSTREAM GUIDEWALL ELECTRICALE-102

PLAN - UPSTREAM GUIDEWALL ELECTRICALE-101

GENERAL ELECTRICAL NOTESE-001

ELECTRICAL

S-509

S-508

S-507

DETAILS - STEEL WALKWAY SUPPORTS-506

DETAILS - STEEL WALKWAY SUPPORTS-505

DETAILS - STEEL WALKWAY SUPPORTS-504

DETAILS - GUIDEWALL CORNER ARMOR AND WALL ARMORS-503

DETAILS - TRANSITION WALL SIDEWALK HAND RAIL AND GATES-502

DETAILS - TRANSITION WALL SHEET PILE REPAIRS-501

SECTIONS - UPSTREAM GUIDEWALLS-301

S-202

S-201

S-105

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 18-19S-104

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 9-17S-103

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 1-8S-102

PLAN - TRANSITION WALLS-101

SECTIONS - UPSTREAM GUIDEWALL - DEMOLITIONSD302

SECTIONS - UPSTREAM GUIDEWALL - DEMOLITIONSD301

SD202

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 18-19 - DEMOLITIONSD104

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 9-17 - DEMOLITIONSD103

PLAN - UPSTREAM GUIDEWALL - MONOLITHS 1-8 - DEMOLITIONSD102

PLAN - TRANSITION WALL - DEMOLITIONSD101

GENERAL STRUCTURAL NOTESS-001

STRUCTURAL

SITE PLANC-102

ACCESS PLANC-101

CIVIL

DIAGRAM - CORING LOGSB-601

SITE PLAN - CORING LOCATIONSB-101

GEOTECHNICAL

SURVEY CONTROLV-101

SURVEY

ABBREVIATIONSG-003

LEGEND AND GENERAL NOTESG-002

COVER SHEETG-001

GENERAL

Sheet TitleSheet Id

INDEX

OPTION AOPTA

Plan Set TitlePlan Set ID

PLAN SET INDEX

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MARCH 2023

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-0 .d g n

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E -M

A R -2

FLOW

DEMOLITION

STAGING AREA

POOL ELEVATION

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

RIVER MILE

SEPTIC TANK

CATCH BASIN

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

UTILITY MANHOLE

LIGHT POLE

RIVER GAUGE

PLAN NORTH INDICATOR WITH TRUE NORTH ARROW

FLOW ARROW

LEVEE

EXISTING GROUND

EASEMENT LINE

PROPERTY LINE

CONSTRUCTION WORK LIMITS

ACCESS ROUTE

GUARD RAIL

UNDERGROUND AIR

UNDERGROUND COMMUNICATIONS

STORM DRAIN

UNDERGROUND CONDUIT

UNDERGROUND ELECTRIC

FENCE LINE

SURVEY CONTROL POINT

BORING LOCATION

BENCHMARK

LEGEND

CONTRACTOR IS TO BE REPAIRED AT THE CONTRACTORS EXPENSE.

COMPLETION OF REQUIRED WORK. ANY DAMAGE TO THE FACILITY BY THE

SITE IS TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS UPON THE 9.

CONTRACTORS EXPENSE.

NOT SPECIFICALLY IDENTIFIED FOR REPLACEMENT WILL BE DONE AT THE

IS MAINTAINED. REMOVAL AND REINSTALLATION OF FENCING AND HANDRAILS

DURING CONSTRUCTION PROVIDED SAFETY AND SECURITY OF THE FACILITY

SECURITY FENCING AND HANDRAILS IN WORK AREAS MAY BE REMOVED 8.

TO COMPLETING ANY OTHER INDICATED WORK ON THE TRANSITION WALL.

REMOVED AND DISPOSED OF AS INDICATED IN THE SPECIFICATIONS PRIOR

LEAD PAINT IS PRESENT ON THE TRANSITION WALL. LEAD PAINT IS TO BE 7.

ACCORDANCE WITH SPECIFICATION SECTION 01 57 19.

SOILS TO BE REMOVED OR BROUGHT ON SITE ARE TO BE TESTED IN 6.

DEPTH PRIOR TO REMOVAL.

EXISTING SIDEWALKS AND SLABS TO BE REMOVED ARE TO BE SAWCUT FULL 5.

VERIFIED PRIOR TO THE START OF THE REQUIRED PROJECT WORK.

INDICATED. LOCATIONS NOTED ARE APPROXIMATE AND ARE TO BE FIELD

THE EXISTING LOCK AND DAM SITE FEATURES AND UTILITIES ARE AS 4.

AND DAM SITE DURING THE DURATION OF THE PROJECT.

MAINTAIN THE PRE-CONSTRUCTION LEVEL OF SITE SECURITY FOR THE LOCK 3.

THE RIVER WILL BE COMPLETED DURING THE SCHEDULED WINTER CLOSURE.

ALL FEATURES OF WORK THAT MUST BE CONSTRUCTED FROM A BARGE ON 2.

REQUIRED TO CONSTRUCT THE FEATURES OF WORK AS SHOWN.

PLACE ABOVE THE WATER SURFACE ELEVATION. A COFFERBOX WILL NOT BE

ALL WORK ON THE UPPER GUIDE WALL AND TRANSITION WALL WILL TAKE 1.

GENERAL NOTES

NORTH

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YARDYD

QUANTITYQTY

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 OR #

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

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

MATTE BLACKMK

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

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

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FIELD BOOK FC-22-23.

NAVD88 GEOID 18 US SURVEY FEET

NAD83 (2011)

US STATE PLANE ILLINOIS WEST - 1202

PROJECT DATUMS:2.

CONTROL SURVEY COMPLETED AUGUST 30, 20221.

GENERAL NOTES

SCALE: 1"=200'

SURVEY CONTROL PLAN

RM 437

COUNTY

MERCER

FLOW

MISSISSIPPI RIVER

ILLINOIS

LOCK AND DAM 17

EISENBRAUN PIN549.862051646.6571649453.80122-242-799

L4 BRASS PLUG547.132051508.1601649439.50622241106

USACE DISK ON 5/8" REBAR STAMPED "TEMP2" 552.722051590.9191649791.79622-241-103

DESCRIPTION'88 ELEVATIONEASTINGNORTHINGPOINT NAME

SURVEY CONTROL POINTS

22241106

22-241-103

22-242-799

400'0 200'

NORTH

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SCALE: 1"= 40'- 0"

SITE PLAN - CORING LOCATIONS

NORTH

PLAN

40' 80'0

91.0584341.19355LD17-2022-04

91.0578741.19295LD17-2022-03

91.0585241.19368LD17-2022-02

91.0589941.19415LD17-2022-01

W LONGITUDEN LATITUDECORING

CORING LOCATIONS

F L O

W M

P I R

E R

LD17-2022-04

LD17-2022-02

LD17-2022-01

LD17-2022-03

LOCATION DESIGNATION LABELS SHOWN NEXT TO THE CORING SYMBOL.

LD17-2022-01 THROUGH LD17-2022-04 ARE THE CORRESPONDING CORING 2.

1. THIS SHEET SHOWS THE CORING LOCATIONS. FOR THE CORING LOGS, SEE B-601.

GENERAL SHEET NOTES

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SCALE: 1"= 0'- 6"

SITE PLAN - CORING LOCATIONS

BILL TAGUE

NAME OF DRILLER:

DATE OF DRILLING: 10-27-2022

TOTAL LENGTH OF HOLE: 30"

DRILL DESIGNATION: MILWAUKEE DRILL, STIHL

PROJECT: LOCK & DAM 17 UPSTREAM TRANSITION WALL REPAIR

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO.: LD17-2022-02

20" OFF FACE OF UPSTREAM GUIDEWALL

8' DOWNSTREAM OF MONOLITH JOINT 7 & 8,

LOCATION: MONOLITH 8

DIRECTION OF CORE: VERTICAL

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

BILL TAGUE

NAME OF DRILLER:

DATE OF DRILLING: 10-27-2022

TOTAL LENGTH OF HOLE: 37"

DRILL DESIGNATION: MILWAUKEE DRILL, STIHL

PROJECT: LOCK & DAM 17 UPSTREAM TRANSITION WALL REPAIR

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO.: LD17-2022-01

52" OFF FACE OF GUIDEWALL

4' OFF DOWNSTREAM END OF MONOLITH,

LOCATION: MONOLITH 1

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

DIRECTION OF CORE: VERTICAL

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

BILL TAGUE

NAME OF DRILLER:

DATE OF DRILLING: 10-27-2022

TOTAL LENGTH OF HOLE: 21"

DRILL DESIGNATION: MILWAUKEE DRILL, STIHL

PROJECT: LOCK & DAM 17 UPSTREAM TRANSITION WALL REPAIR

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO.: LD17-2022-04

2' FROM TOE OF GUIDEWALL

7' UPSTREAM OF MONOLITH JOINT 9 & 10,

LOCATION: MONOLITH 9

DIRECTION OF CORE: HORIZONTAL

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

BILL TAGUE

NAME OF DRILLER:

DATE OF DRILLING: 10-27-2022

TOTAL LENGTH OF HOLE: 23"

DRILL DESIGNATION: MILWAUKEE DRILL, STIHL

PROJECT: LOCK & DAM 17 UPSTREAM TRANSITION WALL REPAIR

CEMVR-EC-G

INSTALLATION:CORING LOG

CORE NO.: LD17-2022-03

21" OFF FACE OF GUIDEWALL

13' DOWNSTREAM OF MONOLITH JOINT 14 & 15

LOCATION: MONOLITH 15

0.50

1.00

1.50

2.00

2.50

3.00

3.50

4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL

SIZE AND TYPE OF BIT:

DIRECTION OF CORE: VERTICAL

(ft)

DEPTH

LEGEND DESCRIPTION REMARKS

CONCENTRATION PRESENT IN LOCATIONS NOTED ABOVE.

FINE AGGREGATE CONSISTS OF BLENDED SAND. ZONE OF INCREASED AIR VOID

NOTE: COARSE AGGREGATE COMPOSED OF 2 INCH MINUS CRUSHED LIMESTONE.

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

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U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

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C T

C O

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M A

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US Army Corps

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ENTRAPPED AIR

SM. AMOUNT OF

BREAK TYPE: 4

COMP. STR: 10,420 PSI

UNIT WEIGHT: 150.8 PCF

LOAD: 111,470 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 6.94"

37" END OF CORING, TERMINATED FOR RECOVERY

30" END OF CORING, TERMINATED FOR RECOVERY

E = 2051010

N = 1650160

(US SURVEY FEET)

COORDINATES: STATE PLANE NAD '83 IL WEST

E = 2051137

N = 1649987

(US SURVEY FEET)

COORDINATES: STATE PLANE NAD '83 IL WEST

23" END OF CORING- TERMINATED FOR RECOVERY

21" END OF CORING - TERMINATED FOR RECOVERY

E = 2051313

N = 1649718

(US SURVEY FEET)

COORDINATES: STATE PLANE NAD '83 IL WEST

E = 2051161

N = 1649939

(US SURVEY FEET)

COORDINATES: STATE PLANE NAD '83 IL WEST

#6 REBAR @ 6.75" FROM SURFACE

-BROKEN FOR RECOVERY

CONCENTRATED AIR VOIDS

APPROXIMATE 8" ZONE WITH

MATERIAL CHANGED FROM TAN TO GRAY

TO OVERLAY

CONCRETE DETERIORATED- APPEARS TO BE EXISTING PRIOR

DETERIORATED CONCRETE NOT RECOVERED

SURFACE DOWN APPROXIMATELY 4"

VERTICAL SURFACE CRACK FROM WALKING

#6 REBAR DOES NOT FULLY PENETRATE

BREAK TYPE: 4

COMP. STR: 6,960 PSI

UNIT WEIGHT: 155.9 pcf

LOAD: 74,350 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 6.88"

BREAK TYPE: 3

COMP. STR: 10,450 PSI

UNIT WEIGHT: 148.7 PCF

LOAD: 111,770 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 7.13"

BREAK TYPE: 2

COMP. STR: 6,530 PSI

UNIT WEIGHT: 151.4 PCF

LOAD: 71,230 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 5.94"

BREAK TYPE: 4

COMP. STR: 7,930 PSI

UNIT WEIGHT: 145.8 PCF

LOAD: 84,850 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 6.94"

BREAK TYPE: 4

COMP. STR: 6,170 PSI

UNIT WEIGHT: 153.4 PCF

LOAD: 66,000 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 7.13"

BREAK TYPE: 4

COMP. STR: 5,840 PSI

UNIT WEIGHT: 153.7 PCF

LOAD: 62,450 LBS.

AVG. DIAMETER: 3.69"

AVG. LENGTH: 7.13"

NOTED ABOVE.

OF INCREASED AIR VOID CONCENTRATION PRESENT IN LOCATIONS

LIMESTONE. FINE AGGREGATE CONSISTS OF BLENDED SAND. ZONE

NOTE: COARSE AGGREGATE COMPOSED OF 2 INCH MINUS CRUSHED

NOTED ABOVE.

OF INCREASED AIR VOID CONCENTRATION PRESENT IN LOCATIONS

LIMESTONE. FINE AGGREGATE CONSISTS OF BLENDED SAND. ZONE

NOTE: COARSE AGGREGATE COMPOSED OF 2 INCH MINUS CRUSHED

INTERMITTENT AIR VOIDS PRESENT THROUGHOUT SAMPLE.

LIMESTONE. FINE AGGREGATE CONSISTS OF BLENDED SAND.

NOTE: COARSE AGGREGATE COMPOSED OF 2 INCH MINUS CRUSHED

PRESENT THROUGHOUT SAMPLE.

LIMESTONE. FINE AGGREGATE CONSISTS OF BLENDED SAND. AIR VOIDS

NOTE: COARSE AGGREGATE COMPOSED OF 2 INCH MINUS CRUSHED

S p e c if ic W o rk

\B M

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D -C

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-2

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p lt c fg

/1 /2

6" 1'0

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C-101

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SCALE: 1"=750'-0"

ACCESS PLAN

SITE VEHICULAR ACCESS ROUTE

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

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/1 /2

RM 180

RM 181

RM 182

RM 183

RM 184

RM 185

COUNTY

MERCER

F L

O W

P I R

BOSTON

NEW

COUNTY

LOUISA

ILLINOIS

IOWA

LOCK AND DAM 17

0 750' 1500'

NORTH

PLAN

ON THE BRIDGES USED TO ACCESS THE LOCK AND DAM FACILITY.

THE CONTRACTOR IS TO VERIFY AND COMPLY WITH THE WEIGHT RESTRICTIONS 2.

IS TO COORDINATE WITH THE COR AND LOCK PERSONNEL FOR ENTRY.

ACCESS TO THE WORK AREA IS RESTRICTED BY A SECURED FENCE. CONTRACTOR 1.

GENERAL SHEET NOTES

T R

U E

COUNTY HWY 17

C O

U N

T Y

H W

SWEDTOWN RD

BAY ISLAND RD

L O

C K A

N D D

A M R

T H

S T

H S

85TH AVE

90TH AVE

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

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C-102

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WITH THE COR PRIOR TO THE START OF REQUIRED WORK.

STOCKPILING AREA ARE AS INDICATED. COORDINATE THE EXACT LOCATION

APPROXIMATE LOCATIONS AND SIZES OF THE PARKING, STAGING, AND 4.

DURATION OF THE PROJECT CONTRACT.

IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION FOR THE

LOCK AND DAM SITE ACCESS FOR EMPLOYEES, DELIVERIES, AND THE PUBLIC 3.

TO THE WORK AREA WITH THE COR AND LOCK PERSONNEL.

OUTSIDE OF THE SECURED LOCK AND DAM FACILITY. COORDINATE ACCESS

THE INDICATED PARKING, STAGING, AND STOCKPILING AREA IS LOCATED 2.

UTILIZE THE UPSTREAM GUIDEWALL FOR FLOATING PLANT OPERATIONS.

DURING THE LOCK WINTER CLOSURE PERIOD, THE CONTRACTOR MAY

MOVEMENTS OF EQUIPMENT ADHERING TO NORMAL QUEUE REQUIREMENTS.

GUIDEWALLS OUTSIDE OF THE LOCK WINTER CLOSURE PERIOD EXCEPT FOR

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

GENERAL SHEET NOTES

SCALE: 1"=80'-0"

SITE PLAN

FLOW

MISSISSIPPI RIVER

NORTH

PLAN

2051245.441649951.7324

2051272.981649936.6823

2051321.371649926.5122

2051350.701649926.1421

2051433.081649968.0120

2051319.421650108.5419

2051196.631650026.4618

EASTINGNORTHINGPT #

STAGING AREA LIMITS

2051384.241649702.634

2051061.171650197.303

2051077.761650207.962

2050948.191650401.361

EASTINGNORTHINGPT #

CONSTRUCTION WORK LIMITS

2051821.361649295.07

2051687.041649490.95

2051686.081649595.05

2051655.731649594.76

2051521.391649502.63

3 4

RM 181

80' 160'0

STAGING AREA

WORK LIMITS

TO BE REPAIRED

TRANSITION WALL

WORK LIMITS

TO BE UPGRADED

UPSTREAM GUIDEWALL ELECTRICAL

ELECTRICAL WORK

ACCESS ROUTE FOR DOWNSTREAM

VEHICLES AND EQUIPMENT

ACCESS ROUTE FOR CONSTRUCTION

LOCK AND DAM 17

6 TO BE UPGRADED

DOWNSTREAM GUIDEWALL ELECTRICAL

2051714.151649221.55

2050898.751650368.2417

2050981.491650146.1016

2051318.291649657.3415

2051343.011649674.3514

2052099.731648570.8813

2052113.001648570.0612

2052145.601648592.4211

EASTINGNORTHINGPT #

CONSTRUCTION WORK LIMITS

U E N

TO BE UPGRADED

DOWNSTREAM GUIDEWALL ELECTRICAL

OPTION A - KEVEL RAIL REPLACEMENT

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US Army Corps

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S-001

T L E

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C L E

M E

M R

L D

C O

C K

E R

CONTRACTING OFFICER.

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.

SPECIFICATION 03 31 00.

FOR CONCRETE COMPRESSIVE STRENGTH (f'c), REFER TO5.

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.

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 CONSTRUCTION SHALL BE IN ACCORDANCE1.

CONCRETE NOTES

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.

SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

TEMPORARY BRACING, GUYS OR TIE-DOWNS. SUCH MATERIAL

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.

GENERAL STRUCTURAL NOTES

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.

STRUCTURAL STEEL NOTES

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

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

DRAWINGS.THIS TABLE APPLIES TO UNCOATED BARS ONLY. TOP

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

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.

REINFORCING NOTES

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

HOLES

WELD ACCESS PLATES TYP

END OF ALL WELDED

WRAP WELD AROUND

S U

B M

T E

D B

C H

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K E

D B

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D E

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D B

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C T C

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U .S

A R

M Y C

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P S O

F E

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®of Engineers

US Army Corps

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N W

A L L

M E

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L O

C K A

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P I

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A S

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A N T

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A L L D

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SD101

T L E

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C L E

M E

M R

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C O

C K

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PLAN - TRANSITION WALL DEMO

SCALE: 3/16"=1'-0"

REMOVE HANDRAIL

S T

L C

H E

C K

P O

S T

NORTH

PLAN

SHEET PILE CAP AND HANDRAIL REMOVAL

LEGEND

129'-6"

6'-8"

AND NAVIGATION LIGHT

EXISTING OUTDRAFT SIGN

40'-10 5/8 "

1'-5 3/8 " 1'-7"

34'-6"

SPECIAL PILE #2

25 SECTIONS PMA22 @ 19-5/8" 23 SECTIONS PZ27 @ 1'-6"

SPECIAL PILE #1

74 SECTIONS PZ32 @ 1'-9"

PLATE 80" X 3/4" X 12'-8"

S T

L L

H T S

T A

N D

A R

SIDEWALK REMOVAL

NORTH

PLAN

8'0 4' 16'

REMOVE APPROXIM

ATE

LY 4

7' O

F FE

NCE

SCALE: 3/16"=1'-0"

PLAN - TRANSITION WALL

8'0 4' 16'

SD-301

E15

SD-301

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

S H

E E

T P

T R

A N

W A

L L

M E

R C

E R

L O

C K

A N

D D

A M

P I

E R

B A

J O

N E

M O

N O

H S

-8

U P

S T

R E

A M

G U

W A

L L

E M

P L

A N

SD102

L E

E C

C C

L E

M E

R L

C O

C K

E R

E K

S T

M J

S T

L A

D D

E R

L L

T S

T A

N D

A R

4 5

6 7 8

0 4' 8'2'

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

PLAN - MONOLITHS 1-2

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

PLAN - MONOLITHS 6-8

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

PLAN - MONOLITHS 3-5

BACK OF THE LANDSIDE SIDEWALKS.

REMOVE EXISTING CONDUIT (NOT SHOWN) AND JUNCTION BOXES FROM THE 3.

REMOVE HANDRAIL ON UPPER GUIDEWALL AND STORE FOR REINSTALLATION.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

L C

H E

C K

P O

S T

H E

C K

P O

S T

L C

H E

C K

P O

S T

M J

L C

H E

C K

P O

S T

LEGEND

S T

M J

FLOW

SD301

SD302

L C

H E

C K

P O

S T

E N

D O

F K

E V

E L

R A

S T

MONOLITH JOINT, AND JUNCTION BOX REMOVAL

SIDEWALK, SIDEWALK SUPPORTS, HANDRAIL,

L C

H E

C K

P O

S T

EXISTING OUTDRAFT SIGN AND NAVIGATION LIGHT

S T

M O

O R

H O

O K

S T

M O

O R

H O

O K

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

SD302

H11

FISHERMANS WARNING LIGHT

S T

L L

T S

T A

N D

A R

D C

SHEET PILE CAP AND HANDRAIL REMOVAL

JUNCTION BOX

HANDRAIL

SEE SHEET SD202

MONOLITH JOINT DEMO

SD202

S T

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

E S

M O

N O

H S -1

U P

S T

R E

A M G

E W

A L L D

E M

P L

A N

SD103

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

S T

M J

S T

L L

H T S

T A

N D

A R

S T

L C

H E

C K

P O

S T9

S T

M J

0 4' 8'2'

BACK OF THE LANDSIDE SIDEWALKS.

REMOVE EXISTING CONDUIT (NOT SHOWN) AND JUNCTION BOXES FROM THE 3.

REMOVE HANDRAIL ON UPPER GUIDEWALL AND STORE FOR REINSTALLATION.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

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

PLAN - MONOLITHS 12-14

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

PLAN - MONOLITHS 9-11

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

PLAN - MONOLITHS 15-17

S T

M J

S T

L E

G L

H T S

T A

N D

A R

C L C

H E

C K

P O

S T

CCS

M J

S T

M J

S T

M J

S T

M J

L C

H E

C K

P O

S T

M J

S T

M J

S T

C L C

H E

C K

P O

S T

M J

L C

H E

C K

P O

S T

LEGEND

10 11

12 13 14

15 16 17

S T

M J

FLOW

S T

L C

H E

C K

P O

S T

C S T

L C

H E

C K

P O

S T

AND JUNCTION BOX REMOVAL

SIDEWALK, SIDEWALK SUPPORTS, HANDRAIL

S T

L A

D D

E R

LC S

M O

O R

G H

O O

K S

S T

M O

O R

G H

O O

K S

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

JUNCTION BOX

HANDRAIL

SD302

H11

SD302

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

E S

M O

N O

H S

-1

U P

S T

R E

A M G

E W

A L L D

E M

P L

A N

SD104

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

M J

0 4' 8'2'A1

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

PLAN - MONOLITHS 18-20

S T

M J

S T

M J

S T

L E

G G

A G

E W

E L L

LEGEND

18 19

FLOW

S T

L C

H E

C K

P O

S T

L L

H T S

T A

N D

A R

D C

O C

S T

L C

H E

C K

P O

S T

SIDEWALK REMOVAL

S T

C A

B L E G

S T

NORTH

PLAN

L A

D D

E R

LCE

D O

F K

E V

E L R

TOW HAULAGE UNIT

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

A N

S I

S O

S H

E E

T P

T R

A N

W A

L L

M E

R C

E R

L O

C K

A N

D D

A M

P I

E R

B A

J O

N E

D E

M O

T R

A N

W A

L L

E L

E V

A T

SD201

L E

E C

C C

L E

M E

R L

C O

C K

E R

E K

DETAIL - TRANSITION WALL

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

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

REMOVE HANRAIL ON TOP OF STEEL CAP (HANDRAIL NOT SHOWN).5.

DETAIL A1.

DETAIL OF AREA BEHIND RUBBING PLATE CAN BE FOUND ON SHEET S-501 4.

REMOVE CONCRETE BEHIND CURVED RUBBING PLATES.3.

FROM TOP OF SHEET PILE WALL TO ELEVATION 537.3' (NAVD88).

CONSTRUCT THE FEATURES OF THIS PROJECT. PAINT REMOVAL WILL BE

IT IS NOT ANTICIPATED THAT A COFFERDAM WILL NEED TO BE INSTALLED TO 2.

ANY OTHER INDICATED WORK ON THE TRANSITION WALL.

DISPOSED OF AS INDICATED IN THE SPECIFICATIONS PRIOR TO COMPLETING

WALL SHEET PILE AND TOP CAP. LEAD PAINT IS TO BE REMOVED AND

(NAVD88) AND PAINT. LEAD BASED PAINT IS PRESENT ON THE TRANSITION

REMOVE PAINT FROM TOP OF SHEET PILE WALL TO ELEVATION 537.3' 1.

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

EL 543.0

EL 527.3

EL 520.3

EL 511.3

EL 500.3

EL 505.8

6" OF BEDDING STONE

18" OF RIP RAP ON

CURVED STEEL FACE PLATES

12 PMA22 SHEETS @1'-7 5/8" 29 PZ32 SHEETS @ 1'-9" 47 PZ32 SECTIONS @ 1'-9"

" 7

0 8'4' 16'

EL 547.3

EL 539.3

AND WALES

L OF TIE ROD

@1'-7 5/8"

13 PMA22 SHEETS

19' 7-1/2" 21'-3 1/8"

SPECIAL PILE #2

1'-5 1/4 " 1'-7"34'-6"

SPECIAL PILE #123 PZ27 SHEETS @1'-6"

50'-9" 82'-3"

6'-8"

PL 80" X 3/4" X 12'-8"

213'-10 7/16"

EL 522.3

ORIGINAL BANK LINE (ACTUAL BANK LINE IS DIFFERENT)

EL 547.3

SD201

SPECIFIC GRADE

LEGEND

CURVED PLATE, STEEL CAP AND CONCRETE DEMO

REMOVE CAP.REMOVE CAP.

RIVERSIDE FACE DOWN TO EL 537.3

AND REPAINT EACH PILE ON THE

REMOVE ALL LEAD BASED PAINT

RIVERSIDE FACE DOWN TO EL 537.3

AND REPAINT EACH PILE ON THE

REMOVE ALL LEAD BASED PAINT

ELEVATION VIEW - TRANSITION WALL WORK

SCALE: 3/16"=1'-0" 8'0 4' 16'

LEAD BASED PAINT REMOVAL AND PAINTING LIMITS

EL 537.3

ELEVATION VARIES

UPPER POOL WATER

ELEVATION VARIES

UPPER POOL WATER

REMOVE CAP.

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

E S

U P

S T

R E

A M G

E W

A L L L

A N

D W

A L L

L O

C K

O N

O L

H /2 V

E R

A L J

T D

E M

E L E

V A

SD202

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

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

SECTION MONOLITH JOINT DEMO

TO REMAIN

EXISTING ARMOR STRAPSTO REMAIN UNDAMAGED

ARMOR AND STRAPS

EXISTING CORNER

EXISTING MONOLITH

1'-2"

EL 547.3

TOP OF WALL

EL 547.3

S T

M O

N O

H J

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

ELEVATION - MONOLITH 1/2 VERTICAL JOINT DEMO

LEGEND

CONCRETE AND WALL ARMOR DEMO

0 2' 4'1'

2'-0"2'-0"

1 2

CUTTING ANCHOR

DUE TO RISK OF

DO NOT SAW CUT

(IF OPTION A IS NOT AWARDED)

AND BASE PLATE TO REMAIN

EXISITING KEVEL RAIL

VERTICAL JOINT REPAIR IS ONLY FOR THE JOINT BETWEEN MONOLITH 1 AND 1.

GENERAL SHEET NOTES

SHEET KEYNOTES

BACK (AS SHOWN BY THE DOTTED LINE).

CORNER ARMOR (8" BELOW THE TOP OF THE GUIDEWALL) AND STRAIGHT

IF OPTION A IS AWARDED, CONCRETE REMOVAL WILL START BELOW THE 2.

CORNER ARMOR STRAP AND STRAIGHT BACK (AS SHOWN).

IF OPTION A IS NOT AWARDED, CONCRETE REMOVAL WILL START BELOW THE 1.

EL 537.0

ARMOR

REMOVE WALL

P A

C E

TO REMAIN UNDAMAGED

ARMOR AND STRAPS

EXISTING CORNER

WALL ARMOR (TYP)

TO GET THROUGH

VERTICAL CUTS

6" SAWCUT ON

E X

G T

E E A

R M

O R

1' 2'0 6"

3" SAW CUT

ELEVATION VARIES

UPPER POOL WATER

ELEVATION VARIES

UPPER POOL WATER

SD202

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

S T

R E

A M G

E W

A L L D

E M

O L

S E

C T

N S

SD301

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

EL 547.3

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

TYPICAL SECTION - MONOLITH 1 SIDEWALK DEMO

SCALE: 1" = 1'-0"

0 1' 2'6"

5'-0"

6'-0"

LEGEND

DEMO

6 7/8 "

11 1/2 "3 1/8 "

12" L 4" X 4" X 3/8" X 3"

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

1' 2'0 6"

L 4" X 4" X 3/8" X 3"L 4" X 4" X 3/8" X 3"

EL 547.3 EL 547.3

EL 547.3

E15

PZ27 - WITH SHEET PILE CAP

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

PZ32 - WITH SHEET PILE CAP

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

PMA22 - WITH SHEET PILE CAP

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

18" 18"

18"

IS ASSUMED TO BE 4"

EXISTING SIDEWALK THICKNESS

TOP OF COMPACTED SOIL.

IS ASSUMED TO BE 4" OF AGGREGATE ON

EXACT COMPOSITION OF MATERIAL BENEATH SIDEWALK

SPOIL EXCAVATED SOIL AND AGGREGATE ON SITE AS DIRECTED BY THE COR.3.

QUANTITIES WILL NEED TO BE FIELD VERIFIED BY CONTRACTOR.

ARE ESTIMATES. ASSUME 1 BRACKET PER SHEET PILE. LOCATIONS AND

LOCATIONS OF BRACKETS ON SHEET PILES ARE ESTIMATES AND QUANTITIES 2.

VERIFIED FOR LOCATIONS AND QUANTITY.

ANGLE BRACKETS WELDED TO SHEET PILE CAPS NEED TO BE FIELD 1.

GENERAL SHEET NOTES

APPROXIMATE LOCATION.

ELECTRICAL CONDUIT.

EXISTING CONCRETE

EXISTING AGGREGATE BASE

COMPACTED SOIL

PLATES TO REMAIN

KEVEL RAIL AND BASE

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

S T

R E

A M G

E W

A L L D

E M

O L

S E

C T

N S

SD302

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

TYPICAL SECTION - MONOLITH 2-17 SIDEWALK DEMO

0 1' 2'6"

H11

SCALE: 1" = 1'-0"

TYPICAL SECTION - MONOLITH 2-17 CORBEL AND SIDEWALK DEMO

0 1' 2'6"

EL 547.3

2'-6"

8"1'-10"

5'-0"

LEGEND

DEMO

TO BE REMOVED, SEE SHEET E-101

EXISTING ELECTRICAL CONDUITS

E-101

REMOVED, SEE SHEET

CONDUITS TO BE

EXISTING ELECTRICAL

GENERAL SHEET NOTES

SIDEWALK/CORBEL AND MONOLITH WALL FOR CONCRETE REMOVAL.

FULL DEPTH VERTICAL SAWCUTS WITH SMOOTH FINISH REQUIRED ALONG 1.

SEE NOTE 1

2'-6"

PLATES TO REMAIN

KEVEL RAIL AND BASE

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

A N

N W

A L L

P L

A N

S-101

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

PLAN - TRANSITION WALL

SCALE: 3/16"=1'-0"

PLAN - TRANSITION WALL

SCALE: 3/16"=1'-0" 8'0 4' 16'

8'0 4' 16'

NEW HANDRAIL

INSTALL NEW GATE

NORTH

PLAN

NORTH

PLAN

REINSTALL REMOVED FENCE AND TIE INTO NEW GATE.5.

SET.

WELD LOCATIONS THAT ARE NOT IDENTIFIED TO BE REPAIRED ON THE PLAN

THE CONTRACTOR SHALL NOTIFY THE COR REGARDING ADDITIONAL BROKEN 4.

AND CAP SHEET PILES.

SHEET PILE WITH FLAT PLATE (2). LAY SIDEWALK, INSTALL NEW HANDRAILS

CURVED PLATE (9) WELD CRACKS ON SHEET PILE (6), REPLACE HOLE IN

REPLACE CURVED RUBBING PLATE (12), WELD BROKEN WELDS ON EDGE OF 3.

FROM TOP OF SHEET PILE WALL TO ELEVATION 537.3' NAVD88.

CONSTRUCT THE FEATURES OF THIS PROJECT. PAINT REMOVAL WILL BE

IT IS NOT ANTICIPATED THAT A COFFERDAM WILL NEED TO BE INSTALLED TO 2.

INDICATED WORK ON THE TRANSITION WALL.

INDICATED IN THE SPECIFICATIONS PRIOR TO COMPLETING ANY OTHER

PILE AND TOP CAP. LEAD PAINT IS TO BE REMOVED AND DISPOSED OF AS

AND PAINT. LEAD BASED PAINT IS PRESENT ON THE TRANSITION WALL SHEET

REMOVE PAINT FROM TOP OF SHEET PILE WALL TO ELEVATION 537.3' NAVD88 1.

GENERAL SHEET NOTES

NEW CONCRETE SIDEWALK

NEW SHEET PILE WALL CAP

LEGEND

1'-5 3/8 " 1'-7"

34'-6"40'-10 5/8 "

6'-8"

S T

L C

H E

C K

P O

S T

AND NAVIGATION LIGHT

EXISTING OUTDRAFT SIGN

25 SECTIONS PMA22 @ 19-5/8" 23 SECTIONS PZ27 @ 1'-6"

(SEE REFERENCE)

SPECIAL PILE #2

(SEE REFERENCE)

SPECIAL PILE #1

74 SECTIONS PZ32 @ 1'-9"

PLATE 80" X 3/4" X 12'-8"

S T

L L

H T S

T A

N D

A R

S-507-J1 S-507-J1S-507-E1 S-507-A1 S-507-J1

S-507-J1 S-507-J1 S-507-J1 S-507-J1 S-507-J1 S-507-J1

129'-6"

NEW HANDRAIL

O F H

A N

D R

T O C

E N

T E

R O

F S

H E

E T P

E F

R O

M F

A C

O F H

A N

D R

T O C

E N

T E

R O

F S

H E

E T P

E F

R O

M F

11 SPACES @ 6'-0" = 66'-0"3'-10 3/8 "

S-507-J1

17 SPACES @ 6'-0" = 102'-0" 3'-0" 3'-0" 3 SPACES @ 6'-0" = 18'-0" 4'-2"

APPROX 9'-3 3/8 "

INSTALL NEW FENCE

S-502

D11

S I

S O

S H

E E

T P

T R

A N

W A

L L

M E

R C

E R

L O

C K

A N

D D

A M

P I

E R

B A

J O

N E

M O

N O

H S

-8

U P

S T

R E

A M

G U

W A

L L

P L

A N

S-102

L E

E C

C C

L E

M E

R L

C O

C K

E R

E K

S T

M J

S T

L A

D D

E R

L L

T S

T A

N D

A R

4 5

6 7 8

0 4' 8'2'

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

PLAN - MONOLITHS 1-2

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

PLAN - MONOLITHS 6-8

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

PLAN - MONOLITHS 3-5

L C

H E

C K

P O

S T

H E

C K

P O

S T

L C

H E

C K

P O

S T

M J

L C

H E

C K

P O

S T

LEGEND

S T

M J

FLOW

L C

H E

C K

P O

S T

NEW STEEL WALKWAY

S T

L C

H E

C K

P O

S T

NEW CONCRETE SIDEWALK

INSTALL NEW HANDRAIL

NEW SHEET PILE WALL CAP

AND NAVIGATION LIGHT

EXISTING OUTDRAFT SIGN

FISHERMANS WARNING LIGHT

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

S-301

S T

L L

T S

T A

N D

A R

D C

S-507-J1

4 SPACES @ 6'-0" = 24'-0" 4'-10 3/8 "

3 SPACES @ 6'-0" = 18'-0"5'-10 7/16 " 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 4'-11 13/16 "6'-0"6'-8 3/8 "5'-3 5/8 "

1'-1 3/4 "

4'-11 13/16 "3 SPACES @ 6'-0" = 18'-0"5'-10 7/16 "

1'-1 3/4 "

4'-11 13/16 "3 SPACES @ 6'-0" = 18'-0"5'-10 7/16 "

1'-1 3/4 "

4'-11 13/16 "3 SPACES @ 6'-0" = 18'-0"5'-10 7/16 "

1'-1 3/4 "

S-301

S-506-A1S-507-A15 S-506-D1

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

S-506-A1 S-506-D9 S-506-K1 S-506-A1 S-506-D9 S-506-K1

S-506-A1 S-506-D9 S-506-K1 S-506-A1 S-506-D9 S-506-K1 S-506-A1 S-506-D9 S-506-K1

S-506-D9

S-506-G1

S-506-G8

S-507-D15

S-506-K1

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

3'-0"

2'-7 7/8 "

S-301

K13

S-301

K13

AND SUPPORT

NEW JUNCTION BOX

AND SUPPORT

NEW JUNCTION BOX

4'-4 1/2 " 4'-4 1/2 " 7'-0" 7'-0" 7'-0"

3'-0"

INSTALL CONTRACTION JOINT.

S-202

S T

M J

J MONOLITH JOINT REPAIR

S-202

A15

SPOIL EXCAVATED SOIL AND AGGREGATE ON SITE AS DIRECTED BY THE COR.4.

REPAIR MONOLITH JOINT USING DETAIL A15 ON S-202.

MONOLITH JOINT USING DETAIL A1 ON S-202. IF OPTION A IS AWARDED,

FOR THE MONOLITH JOINT REPAIR, IF OPTION A IS NOT AWARDED, REPAIR 3.

SIDEWALKS AS SHOWN. SEE SHEET S-301 DETAIL A1.

MONOLITH AND SIDEWALK AND CONSTRUCTION JOINTS IN NEW CONCRETE

NEW CONCRETE SIDEWALK REQUIRES ISOLATION JOINTS BETWEEN 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

'-6

9 SPACES @ 2'-4" = 21'-0"

1'-4 1/4 " 1'-4 1/4 "

2'-2 1/4 "2'-2 1/4 "

S-506-D16

S-506-G16

S I

S O

S H

E E

T P

T R

A N

W A

L L

M E

R C

E R

L O

C K

A N

D D

A M

P I

E R

B A

J O

N E

M O

N O

H S

-1

U P

S T

R E

A M

G U

W A

L L

P L

A N

S-103

L E

E C

C C

L E

M E

R L

C O

C K

E R

E K

S T

M J

S T

L L

T S

T A

N D

A R

S T

L C

H E

C K

P O

S T9

S T

M J

0 4' 8'2'

FOR SIMILAR REPAIRS ANNOTATED BY THE LEGEND DESCRIPTION.

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

GENERAL SHEET NOTES

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

PLAN - MONOLITHS 12-14

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

PLAN - MONOLITHS 9-11

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

PLAN - MONOLITHS 15-17

M J

S T

L L

T S

T A

N D

A R

C L C

H E

C K

P O

S T

CCS

M J

S T

M J

S T

M J

S T

M J

L C

H E

C K

P O

S T

M J

S T

M J

S T

C L C

H E

C K

P O

S T

M J

L C

H E

C K

P O

S T

LEGEND

10 11

12 13 14

15 16 17

S T

M J

FLOW

NEW WALKWAY

S T

L C

H E

C K

P O

S T

C S T

L C

H E

C K

P O

S T

NORTH

PLAN

NORTH

PLAN

S-301

NORTH

PLAN

0 4' 8'2'

S-301

S T

L L

T S

T A

N D

A R

D C

S-301

G14

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

S-506-A1 S-506-D9 S-507-G15 S-506-A1 S-506-K8

S-506-K1 S-506-A1 S-506-D9 S-506-K1

S-506-A1 S-506-D9 S-506-K1

S-506-A1 S-506-D9 S-506-K1 S-506-A1 S-506-D9

S-506-D9

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

S-506-A1 S-506-D9 S-506-K1

S-506-A1 S-506-D9 S-506-M1 S-506-M7

S-507-K15

S-506-G8 S-506-A1 S-506-K1

S-504-A10

TYPICAL

SUPPORT

L WALKWAYC

5'-10 7/16 "

3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 " 3'-6 15/16 " 3'-5 1/4 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 " 1'-1 3/4 " 5'-10 7/16 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 " 1'-1 3/4 "

5'-10 7/16 "

3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 5'-3 5/8 " 6'-8 3/8 " 6'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-9 5/8 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 3 SPACES @ 6'-0" = 18'-0" 4'-11 13/16 "

1'-1 3/4 "

5'-10 7/16 " 3'-7 1/4 " 3'-7 1/4 "2 SPACES @ 6'-0" = 12'-0"

THAT CONTRACTION AND EXPANSION CAN OCCUR

GUIDEWALL (APPROX 1") IN ANGLE (S-506-D16) SO

DRILL LONGITUDAL HOLES PARALLEL WITH

S-506-K1

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

S-301

K13

S-301

K13

S-301

S T

G A

G E

W E

L L

2'-7 7/8 "

2'-5 15/16 "

S-506-D16

S-506-G16

S-506-G16S-506-D16

S-506-K15

NEW JUNCTION BOX AND SUPPORT

BOX AND SUPPORT

NEW JUNCTION

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

E S

M O

N O

H S

-1

U P

S T

R E

A M G

E W

A L L

P L

A N

S-104

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

M J

0 4' 8'2'A1

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

PLAN - MONOLITHS 18-20

S T

M J

S T

M J

S T

L E

G G

A G

E W

FOR SIMILAR REPAIRS ANNOTATED BY THE LEGEND DESCRIPTION.

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

GENERAL SHEET NOTES

LEGEND

18 19

FLOWS

L C

H E

C K

P O

S T

C S T

L L

H T S

T A

N D

A R

D C

O C

NEW WALKWAY

S T

L C

H E

C K

P O

S T

C A

B L E G

S T

L A

D D

E R

LC NORTH

PLAN

TOW HAULAGE UNIT

SEE SHEET E-101

NEW ELECTRICAL WORK

b5odtbjc Rectangle

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

R O

C K I S

L A

N D

A N

S I

S O

A T

S H

E E

T P

E T

R A

N S

N W

A L L

M E

R C

E R

L O

C K A

N D D

A M

P I

E R B

A S

O N

A N

N W

A L L B

R A

C K

E T L

O C

A T

N S

P L

A N

S-105

T L E

E C

C L E

M E

M R

L D

C O

C K

E R

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

TRANSITION WALL BRACKET LOCATIONS FOR STEEL CAP CONNECTION

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

TRANSITION WALL BRACKET LOCATIONS FOR STEEL CAP CONNECTION

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

TRANSITION WALL BRACKET LOCATIONS FOR STEEL CAP CONNECTION

NEW HANDRAIL

NEW GATE

NEW HANDRAIL

4'0 2' 8'

S-507-J1 S-507-E1

S-508-G1

S-507-J1

S-507-J1…

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File details come from the government source that posted it. Updated Mar 23, 2023.