W912EK21R0019 Drawings.pdf

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ILLINOIS RIVER BASIN

BRANDON ROAD L&D

JOLIET, IL

UPPER BULKHEAD RECESSES

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W912EK21R0019

W E

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Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

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

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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TITLE OF DRAWING TITLE OF DRAWING

ID NO.

SHEET

ID NO.

SHEET

G-005

G-006

V-101

V-102

B-101

B-601

B-602

GENERAL

G-001

G-002

G-003

G-004

INDEX OF DRAWINGS

STRUCTURAL NOTES

TITLE OF DRAWING

ID NO.

SHEET

PLAN - CORING LOGS

CORING LOG 1

CORING LOG 2

VOLUME 4 - PRECAST PANELS

COVER SHEET

E-001

E-101

GENERAL ELECTRICAL NOTES

PLAN - UPPER LOCK CHAMBER ELECTRICAL

G-101 GENERAL SITE PLAN

PLAN - SURVEY CONTROL

VOLUME 2 - PRECAST PANEL SEAT

SD301

SD221

SD211

SD121

SD111

SD101

S-504

S-503

S-502

S-501

S-001

S-503

S-502

S-501

S-301

S-101

S-001

S-504

S-503

S-502

S-501

S-301

S-201

S-101

VOLUME 1 - BULKHEAD RECESS

VOLUME 3 - DEADMAN

VOLUME 5 - PROTECTION PLATE ASSEMBLY

DETAILS - PRECAST PANEL SEAT KICKER ASSEMBLY

DETAILS - PRECAST PANEL SEAT

DETAILS - PRECAST PANEL SEAT BULKHEAD PANEL

DETAILS - TYPICAL PRECAST PANEL SEAT STANDARD PANEL

ASSEMBLY - PRECAST PANEL SEAT

DETAILS - DEADMAN ASSEMBLY

DETAILS - DEADMAN ASSEMBLY

DETAILS - DEADMAN ASSEMBLY

SECTIONS - DEADMAN ASSEMBLY

PLAN - DEADMAN ASSEMBLY

ASSEMBLY - DEADMAN

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

DETAILS - PROTECTION PLATE ASSEMBLY

SECTIONS - PROTECTION PLATE ASSEMBLY

ELEVATIONS - PROTECTION PLATE ASSEMBLY

PLAN - PROTECTION PLATE ASSEMBLY

ABBREVIATIONS

SECTIONS - UPPER LOCK CONCRETE DEMOLITION

ELEVATIONS - LAND WALL CONCRETE DEMOLITION

ELEVATIONS - RIVER WALL CONCRETE DEMOLITION

PLAN - LAND WALL CONCRETE DEMOLITION

PLAN - RIVER WALL CONCRETE DEMOLITION

PLAN - UPPER LOCK CONCRETE DEMOLITION

PLAN - BULKHEAD RECESS SURVEY

DRAWING SET LAYOUT, SHEET TYPE DESIGNATORS, GENERAL NOTES, AND LEGEND

STRUCTURAL NOTES

S-531

S-505

S-504

S-503

S-502

S-501

S-323

S-322

S-321

S-313

S-312

S-311

S-301

S-222

S-221

S-212

S-211

S-131

S-121

S-111

S-101

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANELS BULKHEAD RECESS

DETAILS - PRECAST PANEL

DETAILS - PRECAST PANELS ANCHORAGE

SECTIONS - PRECAST PANELS BULKHEAD RECESS

SECTIONS - PRECAST PANELS STANDARD PANEL

ASSEMBLY - PRECAST PANEL BULKHEAD RECESS

ASSEMBLY - PRECAST PANEL STANDARD PANEL

S-554

S-553

S-552

S-551

S-502

S-501

S-351

S-301

S-050

S-001

DETAILS - SILL CONCRETE

DETAILS - CHECKPOST

DETAILS - GRATING

DETAILS - DEADMAN

DETAILS - WALL ARMOR

DETAILS - PROTECTION PLATE INSTALLATION

SECTIONS - LAND WALL

SECTIONS - LAND WALL

SECTIONS - LAND WALL

SECTIONS - RIVER WALL

SECTIONS - RIVER WALL

SECTIONS - RIVER WALL

SECTIONS - UPPER LOCK CONCRETE CONCRETE PLACEMENT

ELEVATION - LAND WALL PRECAST PANELS

ELEVATION - LAND WALL ANCHORAGE

ELEVATION - RIVER WALL PRECAST PANELS

ELEVATION - RIVER WALL ANCHORAGE

PLAN - SILL CONCRETE PLACEMENT

PLAN - LAND WALL CONCRETE PLACEMENT

PLAN - RIVER WALL CONCRETE PLACEMENT

PLAN - UPPER LOCK CONCRETE PLACEMENT

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®of Engineers

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SOLICITATION

GENERAL

S-101 SHEET NUMBER WITHIN DRAWING SET

SEQUENTIAL NUMBER

SHEET TYPE DESIGNATIONS

SHEET TYPE DESIGNATORS

DRAWING SET LAYOUT

DRAWING SET

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

CATEGORIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

NUMBER OF THE SHEET.

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENTIALE.

SHEET TYPE DESIGNATORS ARE SHOWN ON THIS SHEET.

WHICH FOLLOWS THE NATIONAL CAD STANDARDS.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR,D.

DEVELOPED BY.

THE ENGINEERING DISCIPLINE WHICH THE SHEET WAS

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER ISC.

SET REFERENCE.

PARTICULAR ATTENTION MUST BE PAID TO THE DRAWING

BE DUPLICATED BETWEEN DRAWING SET REFERENCES, SO

HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAY

HAVE A UNIQUE SHEET NUMBER, WITH EACH PLACEHOLDER

EACH SHEET WITHIN THE DRAWING REFERENCE SET WILLB.

IN THE TABLE ON THE COVER SHEET.

PACKAGE. DRAWING SET REFERENCES ARE LISTED

COMPONENT OF WORK DETAILED IN THE DRAWING

THE DRAWING SET REFERENCE INDICATES THE MAJOR A.

THE FOLLOWING INFORMATION:

HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS

SHOULD FOCUS ON THE SHEET ID BLOCK IN THE LOWER RIGHT

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

SUBCOMPONENT SHEETS UNDER THE DRAWING REFERENCE SET.

THE PLAN SET IS DIVIDED INTO DRAWING REFERENCE SETS, WITH2.

THE CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

DESCRIPTIVE OVERVIEW OF THE DRAWING SET TO ALLOW

SET. THE INTENT OF THIS SHEET IS TO PROVIDE A

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING1.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

Sheet ID

DRAWING SET

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GENERAL NOTES

FLOW

N

NORTH INDICATOR

FLOW ARROW

EXISTING GROUND

CONTROL POINT

CONSTRUCTION WORK LIMITS

CENTERLINE

BREAKLINE

BORING LOCATION

EXISTING BEDROCK

RUBBER

CONCRETE

STEEL

CONCRETE DEMOLITION

LEGEND

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

SUCH THAT THE WATER IS STORED IN THE POOL AND A CORRESPONDING TAILWATER

DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. IT CANNOT BE REGULATED

BRANDON ROAD IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY TO MAINTAIN A20.

RETURNING THE STAGING AREAS TO THEIR PRE-CONSTRUCTION CONDITION.

UPON COMPLETION OF STAGING AREA USE, THE CONTRACTOR IS RESPONSIBLE FOR

THERE IS NOT ENCROACHMENT ON PROPERTY NOT OWNED BY THE GOVERNMENT.

CONTRACTOR TO STAKE OUT ALL STAGING AREAS PRIOR TO USE TO ENSURE19.

REQUIRES WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

REMOVAL OF LOCK OPERATING EQUIPMENT PRIOR TO LOCK CLOSURE18.

SPECIFICATIONS FOR DETAILS.

MATERIAL REMOVED FROM THE LOCK BEFORE IT ENTERS THE RIVER. SEE

CONTRACTOR SHALL PROVIDE MEANS TO CAPTURE CONCRETE AND OTHER17.

RESTRICTION PERIOD.

ALL PRECAST PANELS SHALL BE ON SITE PRIOR TO THE START OF THE16.

WELDING SOCIETY. FOLLOW THE LATEST APPLICABLE WELDING CODE.

WELDING SYMBOLS ARE IN CONFORMANCE WITH THE NOTATION OF THE AMERICAN15.

NEW FEATURES TO EXISTING STRUCTURES.

SHIMS AND GRINDING NECESSARY FOR FITTING AND SEALING FORMWORK AND AFFIXING

CONTRACTOR IS RESPONSIBLE FOR MINOR MATERIALS AND ADJUSTMENTS TO INCLUDE

DIMENSIONALLY FROM THAT INDICATED ON THE DRAWINGS AND AS-BUILTS.

MAY BE OUT OF PLUMB, BE SLIGHTLY OFF IN LOCATION, OR SLIGHTLY OFF

AND PLACEMENT OF NEW CONCRETE. EXISTING FEATURES AT THE LOCK

ALL DIMENSIONS PRIOR TO SHOP DRAWING PREPARATION, MATERIAL FABRICATION,

VERIFIED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING

REFERENCE DRAWINGS SUPPLEMENTED BY FIELD MEASUREMENTS AND SHALL BE

THE DIMENSIONS, STATIONS, ELEVATIONS, AND FEATURES ARE BASED ON THE14.

CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS.

EMERGENCY MITER GATES. ALL WORK ON AREAS WITH LEAD-BASED PAINT SHALL BE

LEAD-BASED PAINT IS PRESENT ON THE EXISTING ARMOR, HANDRAIL AND13.

CLOSURE PERIODS.

CURE TIMES FOR CONCRETE SHALL BE INCLUDED WITHIN THE CONSTRUCTION12.

SMOOTH IF REQUIRED TO MEET THESE TOLERANCES.

INDEPENDENT OF OTHER TOLERANCES GIVEN IN THE SPECIFICATIONS. GRIND

" IN VERTICAL ALIGNMENT. THESE GIVEN LIMITS ARE4

AND NOT MORE THAN

"16

ARMOR AT JOINTS SHALL NOT DEVIATE IN PLANE BY MORE THAN 11.

SURFACES WHERE ARMOR IS PRESENT TO ENSURE ARMOR IS CUT.

ON THE DRAWINGS. A 6" MINIMUM SAWCUT WILL BE REQUIRED ON ALL VERTICAL

REQUIRED ON ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN

A 3-INCH MINIMUM SAWCUT, UNLESS NOTED OTHERWISE, SHALL BE10.

SHEAR. ALL ANCHORS AND NUTS SHALL BE GALVANIZED.

WHICH PROVIDES 4000 LB. ULTIMATE PULLOUT AND 6000 LB ULTIMATE

CONDITIONS. ANCHORS SHALL BE EMBEDDED IN EPOXY GROUT TO A DEPTH

NEW ANCHOR BOLTS TO RESET HAND RAIL TO EXISTING ANCHORED

UP PAINTING AS NECESSARY. CONTRACTOR MAY BE REQUIRED TO INSTALL

AND CONDITION, INCLUDING AN APPROVED METHOD AND TYPE OF TOUCH

MAINTAINED AND REINSTALLATION MADE TO ITS ORIGINAL LOCATION

DURING CONSTRUCTION AS LONG AS SAFETY AND SECURITY ARE

SECURITY FENCING AND HAND RAILING MAY BE REMOVED IN WORK AREAS9.

DURING LOCKAGE OF TOWS. SEE SPECIFICATIONS.

DEEMED DANGEROUS BY THE CONTRACTING OFFICER WILL BE ALLOWED

NO WORK INVOLVING OPEN FLAMES, SPARKS, OR OTHER OPERATIONS8.

SEEDING, ETC. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

THE SITE TO EXISTING CONDITIONS, WHICH MAY REQUIRE GRADING,

CONTRACTOR PERFORMING ANY WORK. THE CONTRACTOR SHALL RETURN

BE PERFORMED WITH THE GOVERNMENT AND DOCUMENTED PRIOR TO THE

AN INITIAL JOINT INSPECTION OF EXISTING SITE CONDITIONS SHALL7.

INDICATES TO REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL"6.

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 THE5.

THE LOCKMASTER.

QUEUING PROCEDURES IS REQUIRED UNLESS OTHERWISE PERMITTED BY

USERS FOR LOCKAGE THROUGH THE LOCKS. OBSERVATION OF NORMAL

THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY4.

NOT PRINTED TO SCALE.

REPRESENT ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE

DRAWINGS ARE NOT "AS BUILT" SO THEY DO NOT NECESSARILY

CONTRACT IS SHOWN ON THE REFERENCE DRAWINGS. THE REFERENCE

FOR THE CONTRACTOR'S BENEFIT. NO REQUIRED WORK UNDER THIS

REFERENCE DRAWINGS ARE DRAWINGS OF RECORD, INCLUDED SOLELY3.

LEVEL (MSL) 1912 DATUM UNLESS NOTED OTHERWISE.

ALL ELEVATIONS SHOWN ON THESE DRAWINGS REFER TO MEAN SEA2.

THE CONTRACTOR.

LIGHTING DURING NON-DAYLIGHT HOURS SHALL BE PROVIDED BY

AVAILABLE TO THE CONTRACTOR. TEMPORARY CONSTRUCTION

AND EQUIPMENT (CRANE, FLOATING PLANT) WILL NOT BE MADE

GOVERNMENT UTILITIES (INCLUDING WATER, FUEL, ETC.)1.

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SOLICITATION

GENERAL

A

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AMERICAN WELD SOCIETYAWS

AVERAGEAVG

AND MATERIALS

AMERICAN SOCIETY OF TESTING ASTM

ARCHITECT, -URAL, -UREARCH

APPROXIMATE, APPROXIMATELYAPPROX

ALUMINUMALUM

ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

ADDITIONALADDL

ANCHOR BOLTAB

DOWELDWL

DRAWINGDWG

DETAILDTL

DOWNSTREAMDS

DEAD LOADDL

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA OR Ø

DEMOLISH OR DEMOLITIONDEMO

DOUBLEDBL

DEFORMED ANCHOR STUDDAS

DEPTHD

FOOTINGFTG

FOOTFT

FRAMINGFR

FACE OF WALLFOW

FACE OF BUILDINGFOB

FOUNDATIONFND

FLOORFLR

FINISHFIN

FLOOR DRAINFD

FRACTURE CRITICAL MEMBERFCM

CONCRETE COMPRESSIVE STRENGTHf'c

ISOLATION JOINTISO JNT

INTERIORINT

INCHIN.

INSIDE FACEI.F.

INSIDE DIAMETERID

INSULATED CONCRETE FORMSICF

INTERNATIONAL BUILDING CODEIBC

IN ACCORDANCE WITHIAW

HEIGHT OR HEAT TREATHT

HORIZONTALHORIZ

HEADERHDR

HEADED ANCHOR BOLTHDAB

HEADED CONCRETE ANCHORHCA

F

G

H

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K

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M

N

O

P

Q

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S

T

U

W

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YARDYD

I

QUANTITYQTY

UTILITYUTIL

UPSTREAMUS

UNLESS NOTED OTHERWISEUNO

UNIFIED FACILITIES CRITERIAUFC

E

V

JOINTJT

JOISTJST

JUNCTION BOXJBOX

KIPS PER SQUARE INCHKSI

NOT TO SCALENTS

NOMINALNOM

NUMBERNO OR #

NOT IN CONTRACTNIC

NOT APPLICABLEN/A

NEW STRUCTURAL MEMBER(N)

OPPOSITEOPP

OPENINGOPNG

OUTSIDE FACEO.F.

OUTSIDE DIAMETEROD

ON CENTEROC

POLYVINYL CHLORIDEPVC

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PROJECTPROJ

PRELIMINARYPRELIM

PRE-MOLDED JOINT FILLERPMJF

PLATEPL

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

VERIFY IN FIELDVIF

VERTICALVERT

WELDED WIRE REINFORCEMENTWWR

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

WIDTHW

SYMBOLS

AT@

GYPSUM BOARDGYP

GRADEGR

GENERAL OR GENERATORGEN

GENERAL CONTRACTORGC

GRADE BEAMGB

GALVANIZEDGALV

GAUGEGA

LOCATIONLOC

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

LIVE LOADLL

LINEARLIN

LEFT HANDLH

LINEAR FEETLF

POUND(S)LB, LBS OR #

ROUGH OPENINGRO

RIGHT HAND OR ROOF HATCHRH

REVISION OR REVISEDREV

REQUIREDREQ'D

REINFORCING, -ED, -MENTREINF

REFERENCEREF

RECESSEDREC

UNIT

REINFORCED CONCRETE MASONRYRCMU

RADIUSR OR RAD

EACH WAYEW

EXTERIOREXT

EXPANSION OR EXPOSEDEXP

EXISTINGEXIST

EXCAVATEEXC

ETCETERAETC

EQUIPMENTEQUIP

EQUAL SPACEEQ SPA

EQUALEQ

EDGE OF SLABEOS

EDGE OF DECKEOD

ENCLOSUREENCL

EMBEDDEDEMBED

ELEVATIONEL OR ELEV

EXPANSION JOINTEJ OR EXP JT

EACH FACEEF

EACHEA

EXISTING(E)

CUBIC YARDCY

COUNTERSINKCTSK

COUNTERBORECTB

CORROSION RESISTANT STEELCRES

CHECKPOSTCP

CONTRACTING OFFICERCOR

CONTINUE OR CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEAR, -ANCECL

CENTER LINE

CJP COMPLETE JOINT PENETRATION

CONTROL/CONSTRUCTION JOINTCJ

CAST IN PLACE CONCRETECIPC

CONCRETE EXPANSION ANCHORCEA

CAPACITYCAP

CHANNELC OR CH

CENTER TO CENTERC/C

C L

TYPICALTYP

TOW TOP OF WALL

TOP OF STEELTOS

TOC TOP OF COLUMN

T&B TOP AND BOTTOM

TOP OFT.O.

TEMPERATURETEMP

BETWEENBTWN

BTM BOTTOM

BS BOTH SIDES

BEARINGBRG

BP BASE PLATE

BO BOTTOM OF

BEAMBM

BUILDINGBLDG

BHN BRINNELL HARDNESS

BC BOLT CENTER

BENTB

USED IN THIS SET

NOTE: NOT ALL ABBREVIATIONS

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MONOLITH JOINTMJ

MISCELLANEOUSMISC

MINIMUMMIN

ONE THOUSANDTH OF AN INCHMIL

MAN HOLEMH

MANUFACTURERMFR

MEMBRANEMEMB

MECHANICALMECH

MAXIMUMMAX

MATERIALMATL

MANUALMAN

SYMMETRICALSYM

STRUCTURALSTRUCT

STEELSTL

STIFFENERSTIFF

STANDARDSTD

STATIONINGSTA

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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SOLICITATION

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GENERAL

CONTRACTING OFFICER'S REPRESENTATIVE.

ADHESIVELY EMBEDDED IN HARDENED, SOUND CONCRETE, UNLESS APPROVED BY

REINFORCING BARS OR ALL-THREADED BARS SHALL NOT BE BENT AFTER BEING 21.

DAMAGED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

SURFACE. ANCHORS DISPLACED BEFORE FULL ADHESIVE CURE SHALL BE CONSIDERED

DRAWINGS, ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE CONCRETE

DISPLACEMENT WHILE THE ADHESIVE CURES. UNLESS SHOWN OTHERWISE ON THE

INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED IN-PLACE TO PREVENT 20.

LOOSE RUST, PAINT, OR OTHER COATINGS.

ANCHORS TO BE INSTALLED IN THE ADHESIVE SHALL BE CLEAN, OIL-FREE, AND FREE OF 19.

OVERHEAD LOCATIONS TO PREVENT LOSS OF THE ADHESIVE DURING CURING.

AROUND ANCHORS AT THE SURFACE SHALL BE SEALED AT HORIZONTAL TO VERTICALLY

ROTATING THE ANCHOR TO THE SPECIFIED DEPTH. WHERE NECESSARY, SPACES

THE HOLE AND WITHDRAWN AS ADHESIVE IS INJECTED, FOLLOWED BY INSERTION AND

THROUGH A TUBE OR CARTRIDGE EXTENSION, BEGINNING AT THE MAXIMUM DEPTH OF

UNLESS OTHERWISE INDICATED ON THE MPII, ADHESIVE SHALL BE DISPENSED 18.

CLEANING.

REPRESENTATIVE THAT THE HOLE HAS BECOME CONTAMINATED AFTER INITIAL

DRILLED, IF IN THE OPINION OF THE ENGINEER, INSPECTOR, OR OWNER'S

A DRILLED ANCHOR HOLE SHALL BE RE-CLEANED ASSUMING THE HOLE WAS JUST 17.

UNTIL THE ADHESIVE IS INSTALLED.

DRILLED AND CLEANED ANCHOR HOLES SHALL BE PROTECTED FROM CONTAMINATION 16.

REQUIRED BY THE MPII.

ANCHOR HOLES SHALL BE THOROUGHLY CLEANED PRIOR TO ADHESIVE INJECTION, AS 15.

DRILL OR ROCK DRILL.

ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH A ROTARY IMPACT HAMMER 14.

WRENCHES, ETC.

OUT BRUSHES, BLOW OUT BULBS, OIL-FREE COMPRESSED AIR, SHOP VACUUMS,

ADHESIVE ANCHOR INCLUDING, BUT NOT LIMITED TO DRILLS, SETTING TOOLS, CLEAN-

THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO INSTALL THE 13.

MANUFACTURE'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE

INSTALL ADHESIVE ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS POST-

ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO 12.

RECOMMENDED BY THE MANUFACTURER.

ADHESIVE SHALL BE STORED AND INSTALLED AT THE SERVICE TEMPERATURE RANGE 11.

MINIMUM EMBEDMENT DEPTH SHALL BE 1'-6" AND MINIMUM STICK-OUT SHALL BE 6".

ANCHOR OR GROUP OF ANCHORS BEING INSTALLED. ABSENT ANY INFORMATION, THE

SURFACE SHALL BE AS SHOWN ON THE DRAWING OR DETAIL FOR THE PARTICULAR

EMBEDMENT DEPTH AND ANCHOR PROJECTION (STICK-OUT) FROM THE CONCRETE 10.

AT LEAST 50 DEGREES FAHRENHEIT.

CONCRETE TEMPERATURE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL BE 9.

AGE OF 21 DAYS.

CONCRETE AT THE TIME OF ADHESIVE ANCHOR INSTALLATION SHALL HAVE A MINIMUM 8.

TIME OF ADHESIVE ANCHOR INSTALLATION.

NEW CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT THE 7.

TO ASTM A615, GRADE 60.

REINFORCING BARS TO BE USED IN ADHESIVE ANCHORS ASSEMBLIES SHALL CONFORM 6.

NOTED ON THE DRAWINGS.

ALL-THREADED ROD TO BE USED IN ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS 5.

b. UNCRACKED CONCRETE BOND STRESS: ԏuncr = 1670 PSI

a. CRACKED CONCRETE BOND STRESS: ԏcr = 805 PSI

ASSUMED FOR THE DESIGN USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES:

ADHESIVE ANCHORS, THE FOLLOWING MINIMUM VALUES FOR BOND STRESS WERE

ANCHORAGE DESIGN IS IN ACCORDANCE WITH CHAPTER 17 OF ACI 318-14. FOR 4.

RECOMMENDED SUPPLIES FOR PROPERTY CLEANING THE DRILLED HOLE.

NOZZLE, EXTENSION TUBE, A DISPENSING GUN, AND ALL MANUFACTURER

SYSTEM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE NEW ADHESIVE, A CLEAN MIXING

THE ADHESIVE ANCHORS SELECTED SHALL BE SUPPLIED AS AN ENTIRE SYSTEM. THE 3.

ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY.

PUBLISHED ACI 355.4, ACCEPTANCE CRITERIA FOR QUALIFICATION OF POST-INSTALLED

CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY

THE ADHESIVE ANCHOR SYSTEM USED FOR POST-INSTALLED ANCHORAGE TO 2.

DESIGN BASIS: HILTI HIT-RE 500 V3. 1.

GENERAL STRUCTURAL NOTES STRUCTURAL STEEL NOTES CONCRETE NOTES ADHESIVE ANCHOR NOTES

B J

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AND LOCATION.

REINFORCING IN EXISTING WALLS IS UNKNOWN IN SIZE 14.

HEIGHT OF THE RECESSES.

INSIDE WALL OF THE RECESS FRAMES FOR THE FULL

GAP BETWEEN THE ENDS OF THE BULKHEADS AND THE

" 2

IT IS INTENDED TO POSITION RECESSES TO ACHIEVE A 113.

".2

WITH ONE ANOTHER MORE THAN

BULKHEAD RECESSES SHALL NOT VARY IN ALIGNMENT 12.

" IN 10'-0".16

MORE THAN

BULKHEAD RECESSES SHALL NOT VARY FROM PLUMB 11.

DRAWING PREPARATION AND FABRICATION OF MATERIAL.

DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO SHOP

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL 10.

PLAN OR GRADE CHANGES.

PROCEEDING WITH CONSTRUCTION FOR NECESSARY

SHALL NOTIFY IF ANY DISCREPANCIES EXIST PRIOR TO

VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR

CONSTRUCTION. THE BENCHMARK SHALL BE FIELD-

SHALL BE FIELD-VERIFIED BY THE CONTRACTOR PRIOR TO

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS 9.

WORK.

CONDITIONS THAT MAY AFFECT THE COMPLETION OF THIS

OFFICER OF ANY DISCREPANCIES OR UNDOCUMENTED

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING 8.

FOR MECHANICAL OR ELECTRICAL EQUIPMENT.

INSERTS, HANGERS, PIPE SLEEVES OR HOLES REQUIRED

COORDINATING THE LOCATION AND PLACEMENT OF ANY

CONTRACTOR SHALL BE RESPONSIBLE FOR

UNLESS OTHERWISE SHOWN OR NOTED, THE 7.

USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCE.

REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE 6.

REFERENCE ELEVATION, MSL 1912.

DENOTED AS (EL. XX.XX') REFERENCED TO THE

ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE 5.

COMPLETION OF THE PROJECT.

REMAIN THE PROPERTY OF THE CONTRACTOR AFTER

BRACING, GUYS OR TIE DOWNS. SUCH MATERIAL SHALL

OF NECESSARY SHORING, SHEETING, TEMPORARY

DURING CONSTRUCTION. THIS INCLUDES THE ADDITION

OF THE STRUCTURE, ITS COMPONENTS AND OCCUPANTS

PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY

SOLE RESPONSIBILITY TO DETERMINE ERECTION

AND STABLE ONCE INSTALLED. IT IS THE CONTRACTOR'S

THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING 4.

AFFECTED.

PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

DIFFERENT DRAWINGS TO THE CONTRACTING OFFICER

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN 3.

HANGERS, AND ANCHORS.

REQUIREMENTS FOR SLEEVES, INSERTS, HOLES,

TRADES INCLUDING, BUT NOT LIMITED TO, THE

OTHER DRAWINGS. COORDINATE THE WORK OF OTHER

USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL 2.

PRECEDENCE.

AND THESE NOTES, THE SPECIFICATIONS TAKE

IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS 1.

16. 100% UT REQUIRED FOR ALL CJP WELDS.

STUD WELDING SHALL CONFORM TO AWS D1.1.15.

STUD WELDING USED. VISUAL INSPECTION OF STUD WELDING REQUIRED.

ALL FILLET WELDS SHALL RECEIVE 100% MAGNETIC PARTICLE TESTING EXCEPT WHERE 14.

WITH PRIMER PRIOR TO ASSEMBLY.

ALL FAYING SURFACES WITH THE EXCEPTION OF GALVANIZED SURFACES SHALL BE COATED 13.

OF AWS D1.1 UNO.

TESTING AND INSPECTION OF WELDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS 12.

MEMBERS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL 11.

OTHERWISE.

SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED, UNLESS NOTED

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED SURFACE EQUAL TO OR 10.

TREATMENT FROM MANUFACTURER/FABRICATOR.

BITUMINOUS PAINT (SSPC - PAINT 12, CONTAINING NO ASBESTOS FIBERS) OR PRESCRIBED

ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL BE COATED WITH TWO COATS OF 9.

PAINTED/COATED AS SPECIFIED.

ALL BARE OR EXPOSED STEEL, WELDS, SCRATCHES, GRIND AREAS, ETC. SHALL BE 8.

ALONG ALL EDGES OF THE CONTACT.

SEALED WATERTIGHT BY RUNNING THE SPECIFIED SIZED FILLET WELD IN THE PLANS

STEEL SURFACES IN CONTACT WITH MEMBERS INTENDED TO BE SUBMERGED SHALL BE 7.

MADE FOR MACHINING

DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST BE 6.

DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE ONLY SIZE 5.

WITH THE CONTRACT SPECIFICATION, USING 70 KSI ELECTRODES.

ELECTRIC WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1, IN ACCORDANCE 4.

STEEL SHAPES SHALL BE COATED IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION.

GALVANIZED HARDWARE SHALL BE COATED IN ACCORDANCE WITH ASTM A153. GALVANIZED 3.

(* Fy BASED ON 0.2% OFFSET STRAIN)

(Fy IS THE MINIMUM YIELD STRENGTH)

Fy = 30 KSI*ASTM A276 TYPE 304F. CRES:

ASTM F3125 GR A325 PLAINE. HIGH-STRENGTH BOLTS:

Fy = 105 KSIASTM F1554 GRADE 105D. ANCHOR RODS:

Fy = 50 KSIASTM A572C. SHAPES/PLATES:

Fy = 35 KSIASTM A53 GRADE BB. PIPE:

Fy = 50 KSIASTM A572A. W-SHAPES:

FOLLOWING REQUIREMENTS:

UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS, MATERIAL SHALL MEET THE 2.

STEEL CONSTRUCTION MANUAL, FOURTEENTH EDITION.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC 1.

FROM THE CONCRETE FORM WORK.

WORK. ALL THESE COMPONENTS SHALL BE SEPARATE

METALS, ETC, PRIOR TO ERECTION OF CONCRETE FORM

ALL ARMOR, ANCHORS, REINFORCING, EMBEDDED

CONTRACTOR SHALL PLACE AND SECURE IN POSITION 13.

CONCRETE REMOVAL LIMITS.

UNLESS NOTED OTHERWISE. CUT/SAW ARMOR AT

REPLACEMENT SHALL BE REMOVED AND REPLACED

EXISTING ARMOR WITHIN THE LIMITS OF CONCRETE 12.

FIELD ADJUSTED TO CLEAR WALL AND CORNER ARMOR.

CONCRETE ANCHORS AND REINFORCING STEEL SHALL BE 11.

APPROVED BY THE CONTRACTING OFFICER.

ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE

THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE

SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR

DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS

PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON THE 10.

CYLINDERS.

BY ADDITIONAL COMPRESSIVE STRENGTH TEST

COMPRESSIVE STRENGTH OF 1,000 PSI AS DETERMINED

BEGIN UNTIL THE PREVIOUS LIFT HAS REACHED A

LIMITED TO 6 FT. THE NEXT LIFT PLACEMENT SHALL NOT

TREMIE PLACEMENT BEHIND THE PRECAST PANEL IS 9.

UNLESS NOTED OTHERWISE.

COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT 28 DAYS, CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 8.

UNLESS NOTED OTHERWISE.

COMPRESSIVE STRENGTH (fc) OF 6,500 PSI AT 28 DAYS

ALL PRECAST PANEL CONCRETE SHALL HAVE A MINIMUM 7.

UNLESS NOTED OTHERWISE.

COMPRESSIVE STRENGTH (fc) OF 4,500 PSI AT 28 DAY, ALL TREMIE CONCRETE SHALL HAVE A MINIMUM 6.

" UNLESS NOTED OTHERWISE.4

CHAMFERED

ALL EXPOSED CONCRETE CORNERS SHALL BE 5.

PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ACCURATELY POSITIONED AND MAINTAINED SECURELY IN

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, 4.

VERTICAL SURFACES.

SLABS ON GRADE ABUT CONCRETE, MASONRY, OR STEEL

PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE 3.

LAPPED ON FULL MESH SPACING.

WELDED WIRE FABRIC. SHEET LAPS SHALL BE TIED AND

ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE

WELDED WIRE REINFORCEMENT SHALL CONFORM TO 2.

ACCORDANCE WITH (ACI 318).

DESIGN PERFORMED BY THE CONTRACTOR SHALL BE IN

STRUCTURAL CONCRETE (ACI 301). ALL CONCRETE

CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR

ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN

ALL CONCRETE CONSTRUCTION SHALL BE IN 1.

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SOLICITATION

GENERAL

NEW CONCRETE

EXISTING CONCRETE

A1

MINIMUM CLEAR COVER

A4

CLEARANCE DIAGRAM FOR BULKHEAD RECESS

"8

3'-3

5'-1"

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BUFFER

REACTION BLOCK

C.ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING RESPECTIVELY.

B.CRSI RECOMMENDED PRACTICE OF PLACING REIN-FORCING BARS.

A.ACI 301, ACI 315, AND ACI 318

REVISIONS OF:

PLACING OF REINFORCING BARS AND CONCRETE SHALL BE GOVERNED BY THE LATEST

UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING, FABRICATION, AND 14.

ON THE DRAWINGS.

OF REINFORCEMENT SHALL BE DICTATED BY THE GEOMETRY AND DIMENSIONS SHOWN

BAR SPACING INDICATED ON REINFORCING DRAWINGS IS A MAXIMUM. ACTUAL SPACING 13.

ON THE DRAWINGS. WELDING SHALL COMPLY WITH ACI 318 PARAGRAPH 12.14.3.

NO WELDING SHALL BE PERMITTED ON REINFORCEMENT UNLESS OTHERWISE SHOWN 12.

CONTRACTING OFFICER.

MADE WHERE ESSENTIAL FOR CONSTRUCTABILITY AND APPROVED BY THE

LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. SPLICES MAY BE

REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI 318-14. SPLICE 11.

BE OBTAINED.

ACI 318-14. PROVIDE HOOKS IF THE REQUIRED STRAIGHT EMBEDDED LENGTH CANNOT

REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS BE IN ACCORDANCE WITH 10.

APPROVED BY THE CONTRACTING OFFICER.

REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE IS NOT ALLOWED UNLESS

ALL 90° BENT ANCHORS SHALL BE BENT PRIOR TO INSTALLATION. FIELD BENDING OF 9.

APPROVED BY THE CONTRACTING OFFICER.

BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE DRAWINGS OR AS OTHERWISE 8.

CONTRACTING OFFICER.

OBSTRUCTIONS, REINFORCEMENT SHALL BE BENT OR SHIFTED AS DIRECTED BY THE

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER 7.

REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION JOINTS.

REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS. 6.

REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS. 5.

2.5 TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.2.

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

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

6"SURFACES EXPOSED TO ABRASION5.

4"UNFORMED SURFACES IN CONTACT WITH FOUNDATION4.

4"EQ TO OR GREATER THAN 24" IN THICKNESS3.

3"GREATER THAN 12" AND LESS THAN 24" THICK2.

12" OR LESS IN THICKNESS.................IN ACCORDANCE WITH ACI 3181.

A. FORMED AND SCREEDED SURFACES:

OTHERWISE INDICATED SHALL BE:

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT EXCEPT AS 4.

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY."

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318, "BUILDING 3.

THE CONCRETE REINFORCING STEEL INSTITUTE.

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF 2.

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 (FY = 60,000 PSI). 1.

REINFORCEMENT NOTES

3" MIN TYP

FACE OF CONCRETE

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CHAMBER

LOCK

MOORING CELL (TYP)

US R

OUTE

B R

A N

D O

N R

O A

D

ACCESS ROAD TO LANDSIDE OF LOCK

MAINTENANCE BUILDING

EARTH DAM

SLUICE GATE

HEAD GATE

TAINTER GATE

ILLINOIS RIVER

ILLINOIS RIVER

ACCESS ROAD TO RIVERSIDE OF LOCK

FLOW

FLOW

LOCK

ABANDONED

A1

PLAN

STRINGOUT

PRIVATE

RIVER WALL

STAGING AREA

CONTRACTOR

STAGING AREA

CONTRACTOR

BULKHEAD RECESS

SEE NOTES

DO NOT BLOCK ACCESS,

FALLING SPUD POLES IS PROHIBITED.

ANCHORING AND MOORING. THE USE OF FREE

WITH CONTROLLED LOWERING CAN BE USED FOR

VERIFY WATER DEPTHS AS NEEDED. SPUD POLES

AREAS ARE AS INDICTATED. THE CONTRACTOR SHALL

AVAILABLE CONTRACTOR FLEETING AND MOORING 4.

FACILITIES ARE NOT BLOCKED.

PARKING AREAS SO THAT ACCESS TO THE L&D

THE CONTRACTOR SHALL OCCUPY THE STAGING AND 3.

LOCKMASTER.

GATES AS NEEDED WITH THE COR AND L&D

SHALL COORDINATE ACCESS THROUGH FENCING

PROJECT ACCESS IS AS INDICATED. THE CONTRACTOR 2.

LOCKHOUSE IN TOTAL WITH TRAILERS AND VEHICLES.

MORE THAN HALF OF THE PARKING LOT NORHT OF THE

COR AS NEEDED. CONTRACTOR MAY NOT OCCUPY

AVAILABLE AND SHOULD BE COORDINATED WITH THE

LOCATIONS WITH THE COR. ADDITIONAL PARKING IS

CONTRACTOR SHALL COORIDINATE THE EXACT

AND PARKING AREAS ARE AS INDICATED. THE

GOVERNMENT AND CONTRACTOR STAGING, TRAILER, 1.

PRIMARY PROJECT ACCESS

SECONDARY PROJECT ACCESS

(APPROX. 24'X70')

PARKING AREA

CONTRACTOR

ADDITIONAL

(APPROX. 50'X85')

PARKING AREA. SEE NOTES.

CONTRACTOR TRAILER AND

GOVERNMENT AND

(APPROX. 120'X200')

AREA. SEE NOTES.

FLEETING AND MOORING

AVAILABLE CONTRACTOR

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

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US R

OUTE

B R

A N

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O A

D

ACCESS ROAD TO LANDSIDE OF LOCK

MAINTENANCE BUILDING

EARTH DAM

SLUICE GATE

HEAD GATE

TAINTER GATE

ILLINOIS RIVER

ILLINOIS RIVER

ACCESS ROAD TO RIVERSIDE OF LOCK

FLOW

FLOW

LOCK

ABANDONED

SCALE : NTSA1

PLAN - SURVEY CONTROL

STRINGOUT

PRIVATE

RIVER WALL

SURVEY CONTROL

POINT NORTHING EASTING MSL1912 DESCRIPTION

IWW-11

ELEVATION ACTUAL WALL ELEVATIONS VARY.

1912 DATUM AS BEING 543.0 THIS WAS A DESIGN

PLAN SET INDICATES TOP OF WALL ELEVATIONS IN THE 5.

NGVD 29 DATUM ADD APPROXIMATELY 0.44 FEET.

TO CONVERT PROJECT VERTICAL DATUM MSL 1912 TO 4.

NAVD 88 DATUM ADD APPROXIMATELY 0.74 FEET.

TO CONVERT PROJECT VERTICAL DATUM MSL 1912 TO 3.

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

ILLINOIS EAST - 1201, VERTICAL DATUM: NGVD 1912

PROJECT DATUM'S: HORIZONTAL: NAD 83 STATE PLANE 2.

CONTROL SURVEYS COMPLETED 2011.1.

535.2

535.2 1762047 1046619 535.89 PID MF0067 CHISELED SQUARE ATOP SW WING WALL BRIDGE

IWW-11 1761927.15 104749.15 542.19 PID BBCN12 USACE ALUM DISC

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ARMOR

EXISTING WALL

ARMOR

EXISTING CORNER

E

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MONUMENT LC2

CONSTRUCTION CONTROL

MONUMENT LC1

CONSTRUCTION CONTROL

MONUMENT RC1

CONSTRUCTION CONTROL

MONUMENT RC2

CONSTRUCTION CONTROL

50'-0"42'-0"

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i) h) g) f) e) d) c) b) a)

6.

5.

4.

3.

2.

1.

7.

STA. 101+91.16

RECESS CENTERLINE

PRELIMINARY BULKHEADCL

FLOW

LAND WALL

CL

STA. 101+91.16

RECESS CENTERLINE

PRELIMINARY BULKHEAD

G H

A7

SECTION

A1

PLAN - BULKHEAD RECESS SURVEY

0 4' 16'8'SCALE : 1/8"=1'-0" SCALE : NO SCALE

BA

C D

RIVER WALL

SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:

CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LAND WALL AND TWO ON THE RIVER WALL.

AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR

THE LOCATION OF THE CENTERLINE OF THE RECESS.

GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR

AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO THE

FIELD BOOK

DISTANCE UNITS US SURVEY FEET

COORDINATE UNITS US SURVEY FEET

GEOID 12A

VERTICAL DATUM MSL 1912

PROJECT DATUM NAD 83

ZONE ILLINOIS EAST - 1202

COORDINATE SYSTEM STATE PLANE

PROJECT 03 BRANDON ROAD UPPER BULKHEAD RECESSES

ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:

THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION DESCRIBED

A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.

ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.

THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO

BETWEEN WALLS.

LANDWALL AND IC1 TO FACE OF RIVERWALL, TO VERIFY DISTANCE

CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND RC1, AS WELL AS DISTANCE FROM LC1 TO FACE OF

RECESS.

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON THE RIVER WALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW

CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.

NEW MONUMENTS.

GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET

APART.

A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5 FEET

BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM TO

BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE

SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.

AT DIMENSION SHOWN.

LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE OF THE BULKHEAD RECESS

MORE THAN FIVE FEET APART.

MINIMUM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO

CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A

CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A7. THE

ESTABLISH LINE CD: FROM A POINT 50 FEET UPSTREAM TO A POINT 42 FEET DOWNSTREAM OF PRELIMINARY RECESS

MORE THAN FIVE FEET APART.

MINIMUM OF 2 SURVEY POINTS DOWNSTREAM OF THE EXISTING MITER GATE RECESS. SURVEY POINT INTERVAL SHALL BE NO

CONTRACTOR SHALL HAVE A MINIMUM OF 5 SURVEY POINTS UPSTREAM OF THE EXISTING MITER GATE RECESS, AND A

CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A7. THE

ESTABLISH LINE AB: FROM A POINT 50 FEET UPSTREAM TO A POINT 42 FEET DOWNSTREAM OF PRELIMINARY RECESS

WITHIN 50 DAYS AFTER NTP.

SURVEY SHALL BE COMPLETED WITHIN 45 DAYS OF NOTICE TO PROCEED (NTP) AND RESULTS SUPPLIED TO THE GOVERNMENT

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1" = 0.5'

CORING LOGS

A1 1.0'0.5'0 B-601

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2 3 4 5 6 7 8 9 10

END OF CORING

COMP. STR. = 6,842 psi

UNIT WT = 149.3 pcf

LOAD = 72,770 lbs

DIAMETER = 3.68"

LENGTH = 6.88"

COMP. STR. = 8,208 psi

UNIT WT = 152.7 pcf

LOAD = 87,300 lbs

DIAMETER = 3.68"

LENGTH = 6.94"

WATER LEVEL @ 13''

END OF CORING

29-32'' RUBBLE.

30-38" NON-RECOVERABLE RUBBLE.

END OF CORING

END OF CORING

15-41" ¾'' NOMINAL 3'' MAX. RIVER ROCK.

CORE NO. BR-19-01

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: JLM

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 42"

DRILL DESIGNATION: MILWAUKEE

CORNER.

RECESS. 1.5' FROM BACK FACE, 9.5' FROM

LOCATION: UPPER LEFT EMERGENCY GATE

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

OVERLAY.

0-4" CONCRETE CORE, ¾" NOMINAL CRUSHED STONE

ROCK.

4-9" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER

CRUSHED STONE.

9-15" CONCRETE CORE, ¾" NOMINAL 1'' MAX

CORE NO. BR-19-02

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: JLM

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 38"

DRILL DESIGNATION: MILWAUKEE

FROM CORNER.

RECESS. 1.5' FROM BACK FACE, 13' UPSTREAM

LOCATION: UPPER LEFT EMERGENCY GATE

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

STONE.

0-6" CONCRETE CORE, ½" NOMINAL 1'' MAX CRUSHED

6-10'' RUBBLE.

ROCK.

6-16" CONCRETE CORE, ¾" NOMINAL 2½'' MAX RIVER

ROCK.

16-29" CONCRETE CORE, ¾" NOMINAL 2½'' MAX RIVER

ROCK.

32-38" CONCRETE CORE, ¾" NOMINAL 2½'' MAX RIVER

OVERLAY.

0-8" CONCRETE CORE, ¾" NOMINAL CRUSHED STONE

RUBBLE

ROCK.

8-10" CONCRETE CORE, ¾" NOMINAL 1'' MAX RIVER

CORE NO. BR-19-03

DIRECTION OF CORE: VERTICAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: JLM

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 39"

DRILL DESIGNATION: MILWAUKEE

TOW HAULAGE.

RECESS. 1.5' FROM BACK FACE, 11' UP FROM

LOCATION: UPPER LEFT EMERGENCY GATE

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

CORE NO. BR-19-04

DIRECTION OF CORE: HORIZONTAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: WTT

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 36"

DRILL DESIGNATION: MILWAUKEE

CORNER.

RECESS. 1.5' FROM BACK FACE, 9.5' FROM

LOCATION: UPPER LEFT EMERGENCY GATE

CONC. DATADESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

11'' COLD JOINT.

6'' #4 REBAR.

STONE.

0-11" CONCRETE CORE, ¾" NOMINAL CRUSHED

28'' MECHANICAL BREAK.

ROCK.

11-28" CONCRETE CORE, 1" NOMINAL 4'' MAX RIVER

36'' MECHANICAL BREAK.

ROCK.

28-36 CONCRETE CORE 1'' NOMINAL 3'' MAX RIVER

S I

D

E P

W

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\5

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IN

U P

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S

1" = 0.5'

CORING LOGS

A1 1.0'0.5'0 B-602

C O

R

IN

G L

O G

S

/0

/0

SOLICITATION

B

IW

L D

C

B

IS

H O

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E

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B A

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H

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IT

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S

IZ

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IT

T E

D B

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P L

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C T N

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D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

END OF CORING

30-38" NON-RECOVERABLE RUBBLE.

9.5-36'' 1'' NOMINAL RIVER ROCK 2½ MAX.

COMP. STR. = 6,986 psi

UNIT WT = 146.9 pcf

LOAD = 75,110 lbs

DIAMETER = 3.70''

LENGTH = 6.56''

COMP. STR. = 9586 psi

UNIT WT = 153.0 pcf

LOAD = 103,630 lbs

DIAMETER = 3.71''

LENGTH = 7.00''

END OF CORING

11.5'' COLD JOINT

5.5'' #7 REBAR.

0-11.5'' CONCRETE CORE ¾ NOMINAL 1'' MAX.

CORE NO. BR-19-05

DIRECTION OF CORE: HORIZONTAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: WTT

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 36''

DRILL DESIGNATION: MILWAUKEE

CORNER.

RECESS. 1.5' FROM BACK FACE, 9.5' FROM

LOCATION: UPPER LEFT EMERGENCY GATE

CONC. DATADESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

ROCK.

0-9.5'' CONCRETE CORE 1'' NOMINAL SIZE CRUSHED

27'' MECHANICAL BREAK.

ROCK.

11.5-27'' CONCRETE CORE ¾ NOMINAL 2'' MAX RIVER

CORE NO. BR-19-06

DIRECTION OF CORE: HORIZONTAL

LENGTH OF 14.5", THIN WALL.

SIZE AND TYPE OF BIT: 4" DIAMETER, INSIDE

NAME OF DRILLER: WTT

DATE OF DRILLING: 28 MAY 2019

TOTAL DEPTH OF HOLE: 24"

DRILL DESIGNATION: MILWAUKEE/STIHL

CORNER.

RECESS. 1.5' FROM BACK FACE, 9.5' FROM

LOCATION: UPPER LEFT EMERGENCY GATE

AVG. CBR VALUESDESCRIPTIONLEGEND(ft)

DEPTH

0.50

1.00

1.50

2.00

2.50

3.00

3.50

CORING LOG CEMVR-EC-G

INSTALLATION:

PROJECT: BRANDON ROAD

SD101

E

K R

IW

L D

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C K

I S

L A

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IL

L

IN

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A

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S

P

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VOLUME 1

B

IW

L D

MITER GATE SILL

EMERGENCY

SEE DETAIL SHEETS

REMOVAL AREAS, TYP

GATE RECESSES

EMERGENCY MITER

GATE RECESSES

UPPER MITER

GATE RECESSES

UPPER MITER

SEE DETAIL SHEETS

REMOVAL AREAS, TYP

GATE RECESSES

EMERGENCY MITER

/0

/0

SOLICITATION

C O

N C

R E

T E

D E

M O

L

IT

IO

N

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

BE REMOVED

HANDRAIL TO

BE REMOVED

HANDRAIL TO

BE REMOVED

HANDRAIL TO

TO REMAIN

HANDRAIL

EXISTING

TO REMAIN

HANDRAIL

EXISTING

TO REMAIN

HANDRAIL

EXISTING

TO REMAIN

HANDRAIL

EXISTING

PLATE STEEL)

BE MIN. 4" CLEAR OF ALL BEARING

BEARING PLATES (REMOVAL MUST

INSTALLATION OF THE BULKHEAD

DEMO AS NECESSARY TO FACILITATE

WATER/GROUND SURFACE

EXTENDS BELOW THE

SURFACE IS BATTERED AND

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

A N

D R

E

IN

S T

A L

L E

D H

A N

D R

A

IL

T O

B E

R E

M O

V E

D

RE-INSTALLATION PER S-321

REMOVE HIGH MAST LIGHT FOR

CHECK POST

EXISTING

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

F L

O W

L

SD121

A1

SD111

A1

C PINTLEL

N

C PINTLE

STA 101+91.16

STA 102+06.50

MJ

STA 102+42.46

MJ

STA 101+91.16

STA 102+06.50

MJ

STA 102+42.46

MJ

STA 102+59.96 STA 102+59.96

STA 101+86.01 STA 101+86.01

0 4' 16'8'SCALE : 1/8"=1'-0"A1

PLAN - UPPER LOCK CONCRETE DEMOLITION

STA 102+81.00

MJ

STA 102+81.00

MJ

EL 503.00

APPROXIMATE TOP OF ROCK

(EL 503.00)

(EL 521.15)

(EL 518.15) (EL 518.15)

(EL 543.00)

TOP OF LOCK WALL

(EL 518.82)

(EL 543.00)

TOP OF LOCK WALL

(EL 518.82)

SD221

A1

SD211

A1

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

E

D W

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Y

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IG

N E

D B

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D E

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IP

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S I Z

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S U

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B Y

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A T

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C O

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

SD111

E

K R

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L A

N D

IL

L

IN

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L A

N D

D

IS

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U .S

A

R M

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O R

P S

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IN

E E

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B R

A N

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L

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P E

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S

IV

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A L

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P L

A N

VOLUME 1

B

IW

L D

11"

LOCK WALL

BACK OF

LOCK WALL

FACE OF

DEADMAN BEAM

CONCRETE TO INSTALL

REMOVE AND DISPOSE

PRECAST PANELS

CONCRETE TO INSTALL

REMOVE AND DISPOSE

3'-2"

LOCK WALL

BACK OF

"8

1'-3

/0

/0

SOLICITATION

C O

N C

R E

T E

D E

M O

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IO

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B J O

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K B

U

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A R

O D

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U E

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B J O

N E

S

2'-4"

"16

5'-1

CASTING

BALL AND PINTLE

DISPOSE PINTLE

REMOVE AND

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

A N

S I

D

D

G N

S P

E C

S Y

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IM

E a u to u s e rn a m e

D

A T

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FLOW

L

GENERAL SHEET NOTES

N

C P

IN

T

L E

S-211

A1

SD301

A7

SD301

A4

SD301

A1

HAULAGE UNIT IN ITS EXISTING LOCATION.

COMPLETE ON THE RIVER WALL. REINSTALL THE TOW

AND RE-INSTALLATION. AFTER CONSTRUCTION IS

TIMES DURING REMOVAL, CONSTRUCTION ACTIVITIES,

EXTENDED ANCHORS MUST BE PROTECTED AT ALL

REMOVE THE TOW HAULAGE UNIT. EXISTING

AND LIFT THE UNIT OVER THE EXTENDED ANCHORS TO

SUPPORTS. CONTRACTOR MUST REMOVE THE 6 NUTS

GROUND USING PLATFORMS, SKIDS, OR OTHER

LOCK WALL (WITHIN 60 FEET), STORE OFF THE

HAULAGE UNIT TO THE GRASSY AREA BEHIND THE

AND NUTS. TEMPORARILY REMOVE THE EXISTING TOW

CONCRETE LOCK WALL WITH6 EMBEDDED ANCHORS

TOW HAULAGE UNIT IS SECURED TO THE TOP OF THE 4.

IS REQUIRED TO LOCATE BEFORE EXCAVATION.

LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR

UTILITIES IN THE AREA OF EXCAVATION EXACT 3.

INSTALLATION.

EXCAVATE FILL TO FACILITATE DEADMAN ANCHORAGE 2.

REQUIREMENTS.

02 83 13 FOR PROPER HANDLING AND DISPOSAL

PAINT. CONTRACTOR TO COMPLY WITH SPECIFICATION

EXISTING HANDRAIL IS COATED WITH LEAD BASED 1.

A1

PLAN - RIVER WALL CONCRETE DEMOLITION

S T

A

.9

S T

A

.0

S T

A

.5

M J

S T

A

.4

M J

S T

A

.1

S T

A

.0

M J

0 2' 4' 8'

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

(EL 518.82)

(EL 543.00)

S T

A

.6

C H

E C

K P

O S

T

S O

L

IC

IT

A

T

IO

N N

O

F

IL

E N

A M

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D W

N B

Y

C K

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Y

D E

S

IG

N E

D B

Y

D E

S C

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A R

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C O

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R A

C T

N O

D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

A

B

C

D

E

F

SD121

E

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IL

L

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D

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T R

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U .S

A

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O R

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E N

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IN

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A N

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D

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L

IN

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IV

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P E

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D R

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S

A N

VOLUME 1

B

IW

L D

L A

N D

W A

L L

LOCKWALL

BACK OF

11"

DEADMAN BEAM

CONCRETE TO INSTALL

REMOVE AND DISPOSE

3'-2"

RECESS

FACE OF

PRECAST PANELS

CONCRETE TO INSTALL

REMOVE AND DISPOSE

PRECAST PANELS

CONCRETE TO INSTALL

REMOVE AND DISPOSE

LOCKWALL

FACE OF

"8

1'-3

LOCKWALL

BACK OF

ARMOR

EXISTING CORNER

/0

/0

C O

N C

R E

T E

D E

M O

L

IT

IO

N

B J O

N E

S

K B

U

IS

A R

O D

R

IG

U E

Z

B J O

N E

S

2'-4"

"16

5'-3

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

WATER/GROUND SURFACE

AND EXTENDS BELOW THE

SURFACE IS BATTERED

PER S-321

RE-INSTALLATION

MAST LIGHT FOR

REMOVE HIGH

A N

S I

D

D

G N

S P

E C

S Y

T

IM

E a u to u s e rn a m e

D

A T

E

FLOW

GENERAL SHEET NOTES

IS REQUIRED TO LOCATE BEFORE EXCAVATION.

LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR

UTILITIES IN THE AREA OF EXCAVATION EXACT 3.

INSTALLATION.

EXCAVATE FILL TO FACILITATE DEADMAN ANCHORAGE 2.

REQUIREMENTS.

02 83 13 FOR PROPER HANDLING AND DISPOSAL

PAINT. CONTRACTOR TO COMPLY WITH SPECIFICATION

EXISTING HANDRAIL IS COATED WITH LEAD BASED 1.

S-221

A1

SD301

E1

SD301

E4

SD301

E7

S T

A

.0

M J

S T

A

.5

M J

0 2' 4' 8'SCALE : 1/4"=1'-0"A1

PLAN - LAND WALL CONCRETE DEMOLITION

S T

A

.0

S T

A

.9

(EL 543.00)

(EL 518.82)

S T

A

.4

M J

S T

A

.6

C H

E C

K P

O S

T

S O

L

IC

IT

A

T

IO

N N

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F

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E N

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N B

Y

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D B

Y

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IG

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C T

N O

D A

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P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T

C O

D E

SHEET ID

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D

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L D

R O

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L A

N D

IL

L

IN

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R O

C K I S

L A

N D D

IS

T R

IC

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U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

J O

L

IE

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B R

A N

D O

N R

O A

D L

D

IL

L

IN

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IS

R

IV

E R B

A S

IN

U P

P E

R B

U L

K H

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D R

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E S

S

E R W

A L L

VOLUME 1

B

IW

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E L E

V A

T

IO

N

GENERAL SHEET NOTES

FLOW

L C P

IN

T L E

EL 518.00

EL 519.44

PIN…