W912EK23B0003 Drawings.pdf
PDF 16 MB Posted
- Attached to
- SOLICITATION: ILLINOIS RIVER BASIN, STARVED ROCK POOL, LASALLE COUNTY, IL, STARVED ROCK BREAKWATER
- Solicitation number
- W912EK23B0003
About this file
This document provides details on a federal contract solicitation. The solicitation number is W912EK23B0003 and is being issued by the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation is for construction services related to the Illinois River Basin, Starved Rock Pool, in LaSalle County, Illinois. Specifically, the services required are for the construction of a breakwater at Starved Rock. The file attached is a set of drawings related to the project with a file size of 16MB. No other details are provided on pricing, response dates, or other contractual requirements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BID SUMMARY SHEET - W912EK23B0003.pdf | ||
| W912EK23B0003 Amendment 0003.pdf | ||
| W912EK23B0003 Amendment 0002.pdf | ||
| W912EK23B0003 Amendment 0001.pdf | ||
| W912EK23B0003.pdf |
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STARVED ROCK BREAKWATER
LASALLE COUNTY, IL
STARVED ROCK POOL
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
W
E K
B
W912EK23B0003
HORIZONTAL GEOMETRY REPORTC-601
CROSS SECTIONS - RIPRAP BREAKWATER - STA 50+00 TO STA 58+76.20C-307
CROSS SECTIONS - RIPRAP BREAKWATER - STA 40+00 TO STA 48+00C-306
CROSS SECTIONS - RIPRAP BREAKWATER - STA 30+00 TO STA 38+00C-305
CROSS SECTIONS - RIPRAP BREAKWATER - STA 20+00 TO STA 28+00C-304
CROSS SECTIONS - RIPRAP BREAKWATER - STA 10+00 TO STA 18+00C-303
CROSS SECTIONS - RIPRAP BREAKWATER - STA 0+00 TO STA 8+00C-302
TYPICAL SECTIONSC-301
PLAN AND PROFILE - RIPRAP BREAKWATER - STA 50+00 TO STA 58+76.2C-107
PLAN AND PROFILE - RIPRAP BREAKWATER - STA 37+50 TO STA 50+00C-106
PLAN AND PROFILE - RIPRAP BREAKWATER - STA 25+00 TO STA 37+50C-105
PLAN AND PROFILE - RIPRAP BREAKWATER - STA 12+50 TO STA 25+00C-104
PLAN AND PROFILE - RIPRAP BREAKWATER - STA 0+00 TO STA 12+50C-103
PLAN - STAGING AND CONSTRUCTION WORK LIMITSC-102
SITE PLANC-101
CIVIL
DIAGRAM - BORING LOGSB-601
PLAN - BORING LOCATIONSB-101
GEOTECHNICAL
PLAN - SURVEY CONTROLV-101
SURVEY
ABBREVIATIONSG-003
LEGEND AND GENERAL NOTESG-002
COVER SHEETG-001
GENERAL
SHEET TITLESHEET ID
INDEX
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SHEET ID
APPROVAL RECOMMENDED BY:
DATE
DATE
DATE
DATE
DATE
GEOTECHNICAL BRANCHCHIEF,
DESIGN BRANCHCHIEF,
TECHNICAL SERVICES BRANCHCHIEF,
ENGINEERING & CONSTRUCTION DIVISIONCHIEF,
HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DOCUMENTS WITHIN THE SCOPE OF THEIR
INDIVIDUALS APPEAR ON THESE PROJECT
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
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ISSUE DATE:
CONTRACT NO:
SOLICITATION NO:
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®of Engineers
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LEGEND GENERAL NOTES
SPECIFICATIONS SECTION 35 31 19.
A RIPRAP PLACEMENT PLAN IS REQUIRED IN ACCORDANCE WITH 23.
SECTION 35 20 23.
AN EXCAVATION PLAN IS REQUIRED IN ACCORDANCE WITH SPECIFICATIONS 22.
SPECIFICATIONS SECTION 35 20 23 3.3.
A WATER QUALITY MONITORING PLAN IS REQUIRED IN ACCORDANCE WITH 21.
FOLLOWING CONTRACTOR’S REQUEST.
PROVIDED ELECTRONICALLY VIA CADD FILE UPON AWARD OF CONTRACT
CONSTRUCTION WORK LIMITS AND CENTERLINE ALIGNMENTS WILL BE 20.
THE CONTRACT DRAWINGS.
TOLERANCES TAKE PRECEDENCE OVER OFFSET DISTANCES INDICATED IN
ALIGNMENTS, ELEVATIONS, AND SLOPES, ALONG WITH CONSTRUCTION
CONTRACTING OFFICER CONSIDERATION. THE DESIGN TEMPLATE,
TEMPLATE AND EXISTING CONDITIONS SHOULD BE NOTED FOR
REVIEWED AND ANY DIFFERENCES IN THE APPLICATION OF THE DESIGN
SURVEY, DATA, PLANS, PROFILES AND CROSS SECTIONS SHOULD BE
CONDITIONS. FOLLOWING COLLECTION OF DATA FROM THE PRELIMINARY
LINES AND OFFSETS DO NOT NECESSARILY REPRESENT CURRENT
GOVERNMENT PROVIDED SURVEY, ELEVATION DATA, EXISTING GROUND 19.
PRIOR TO PROJECT COMPLETION AT THE CONTRACTOR’S RESPONSIBILITY.
MINIMIZED. DAMAGES SHALL BE REPAIRED TO PRE-PROJECT CONDITIONS
LANDS, AND VEGETATION CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE
LIMITED TO ROADWAYS, UTILITIES, BOAT RAMPS, EXISTING BANKLINES,
DAMAGE TO THE SURROUNDING PROJECT AREA, INCLUDING BUT NOT 18.
SPECIFICATIONS. SURVEY CONTROL IS PROVIDED ON V-101.
CONTRACTOR SHALL FIELD VERIFY ELEVATIONS IN ACCORDANCE WITH 17.
SECTION 02 21 00.
CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYS PER SPECIFICATIONS 16.
NAVD88, AS IDENTIFIED BY PRELIMINARY SURVEY.
MATERIAL IS PROHIBITED WHERE EXISTING GROUND IS ABOVE EL 458.8
PLACEMENT OF RIPRAP, DREDGING, AND PLACEMENT OF DREDGE 15.
REFER TO SPECIFICATIONS FOR ENVIRONMENTAL RESTRICTIONS. 14.
AS SPECIFIED.
POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES PERMIT
THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER 13.
CONSTRUCTION.
PERMITS AS OUTLINED IN SPECFICATIONS PRIOR TO INITIATING
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE 12.
OFFICER PRIOR TO STARTING ANY WORK.
STAKED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING
THE LAYOUT OF THE PROJECT FEATURES AS SHOWN SHALL BE FIELD 11.
RIVER GAGE DATA IS IN NGVD29.
SPECIFICATIONS FOR HYDRAULIC DATA AND GAGE INFORMATION.
MEASURED FROM THE ILLINOIS RIVER AT OTTOWA, IL GAGE. REFER TO
NO WORK IS ALLOWED WHEN THE RIVER EXCEEDS FLOOD STAGE, AS 10.
THE STARVED ROCK HYDROPOWER FACILITY.
STAGING WITH THE CITY OF PERU TO ALLOW CITY PERSONNEL TO ACCESS
OF MATERIALS IS PROHIBITED WITHIN THE STAGING AREA. COORDINATE
PROVIDED AT THE STARVED ROCK LOCK AND DAM AS SHOWN. STOCKPILING
STAGING AREA FOR CONSTRUCTION TRAILER AND PASSENGER VEHICLES IS 9.
VEHICLES, RECREATIONAL SIZE BOATS, AND TRAILERS.
MAY NOT ACCOMMODATE LARGE EQUIPMENT. LIMIT USE TO PASSENGER
CONSTRUCTION USE OF BOAT RAMPS WITH OWNER. PUBLIC BOAT RAMPS
PUBLIC BOAT RAMPS ARE SHOWN ON SHEET C-101. COORDINATE 8.
NEEDED FOR SITE ACCESS.
THE SITE AND SHALL BE RESPONSIBLE FOR ANY ADDITIONAL WORK
AREAS. CONTRACTOR SHALL ENSURE EQUIPMENT SELECTED CAN ACCESS
CONTRACTOR SHALL VERIFY WATER DEPTHS NEEDED TO ACCESS WORK
ACCESS IS BY WATER AND CONSTRUCTION SHALL BE BY FLOATING PLANT. 7.
IS REQUIRED PRIOR TO COMMENCEMENT OF WORK.
OFFICER, TO DETERMINE PERIODS FOR TEMPORARY CESSATION OF WORK
DEPARTMENT OF NATURAL RESOURCES, THROUGH THE CONTRACTING
REQUIRED TO TEMPORARILY CEASE. COORDINATION WITH THE ILLINOIS
JANUARY. DURING HUNTING SEASON CONSTRUCTION ACTIVITIES MAY BE
HUNTING SEASON IN THE PROJECT AREA LASTS 28 OCTOBER THROUGH 14 6.
THE SPECIFICATIONS SECTION 00 73 05.
CONTRACTOR WORK PROGRESS. HYDRAULIC DATA IS PROVIDED IN
HIGHLY SUSCEPTIBLE TO WATER FLUCTUATION THAT MAY IMPACT
THE ENTIRE PROJECT SITE IS WITHIN THE RIVER AND IS THEREFORE 5.
FLAT POOL IS AT EL 458.62 NAVD88.4.
REPRESENT CURRENT CONDITIONS.
AERIAL IMAGERY ADDED FOR CLARITY. AERIAL IMAGERY USED MAY NOT 3.
NATURAL RESOURCES.
THE PROJECT LANDS ARE OWNED BY THE ILLINOIS DEPARTMENT OF 2.
COUNTY, IL.
DESCENDING BANK OF THE ILLINOIS RIVER (RM 233 TO 234) IN LASALLE
THE PROJECT IS LOCATED IN STARVED ROCK POOL ALONG THE LEFT 1.
SEDIMENT SAMPLE LOCATION
NO WORK ZONE
WATER LEVEL
US HIGHWAY
STATE HIGHWAY
RIVERMILE
RIPRAP
NORTH INDICATOR
INTERSTATE HIGHWAY
FLOW ARROW
SHORELINE
APPROXIMATE NAVIGATION CHANNEL LIMITS
ACCESS DREDGING
TURBIDITY CURTAIN
DREDGED MATERIAL PLACEMENT
RIPRAP BREAKWATER
ACCESS ROUTE
EXISTING GROUND
CONSTRUCTION WORK LIMITS
CENTERLINE
BREAKLINE
CONTROL POINT
BORING LOCATION
FLOW
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GYPSUMGYP
GLAZED WALL TILEGWT
GROUTGT
GLAZED STRUCTURAL UNITSGSU
GLAZED STRUCTURAL TILEGST
GRATINGGRTG
GRADE LINEGR LN
GRANITEGRAN
GYPSUM TILEGPT
GALLONS PER MINUTEGPM
GOVERNMENTGOVT
GROUNDG
GLAZED CONCRETE MASONRY UNITSGLZ CMU
GLAZINGGLZ
GLASS FIBERGLF
GLASS BLOCKGL BLK
GLASSGL
GASKET(ED)GKT
GALVANIZED IRON PIPEGIP
GALVANIZED IRONGI
GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
GOVERNMENT-FURNISHED EQUIPMENTGFE
GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FACEGF
GENERALGEN
GENERAL CONTRACTORGC
GRAB BARGB
GALVANIZED STEELGALV STL
GALVANIZEDGALV
GALLON(S)GAL
GAGEGA
NATURAL GASG
FABRIC WALL COVERINGFWC
FIRE WATERFW
FUTUREFUT
FURRINGFURG
FOOTINGFTG
FEETFT
FASTEN(ER)FSTNR
FULL SIZEFS
FIRE-RETARDANTFRT
FRAMINGFRMG
FORGEDFRG
FRAMEFR
FIRE RESISTANT FR
FEET PER MINUTEFPM
FIREPROOFFP
FIRE PARTITIONFP
FACE OF STUDFOS
FACE OF MASONRYFOM
FACE OF FINISHFOF
FACE OF CONCRETEFOC
FENCEFN
FLUORESCENTFLUOR
FLOOR PLATEFLR PL
FLOORINGFLG
FLEXIBLEFLEX
PERFORATE(D)PERF
PEDESTALPED
PAVEMENT DRAINPD
CEMENT PLASTER (PORTLAND)PCP
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
PIECEPC
PUSH BUTTON STATIONPBS
PARTICLE BOARDPBD
PANIC BARPB
PARALLELPAR
PUBLIC ADDRESSPA
POLEP
OBSCURE WIRED GLASSOWGL
OUTSIDE SCREW AND YOKEOS & Y
OPERATIONSOPS
OPAQUEOPQ
OPPOSITEOPP
OPENINGOPNG
OPPOSITE HANDOPH
OVALHEAD WOOD SCREWOHWS
OVALHEAD MACHINE SCREWOHMS
OVERHEADOH
OBSCURE GLASSOGL
OFFICEOFC
OUTSIDE DIAMETEROD
ON CENTER EACH WAYOCEW
ON CENTEROC
OBSERVATION WINDOWOBW
OBSCUREOBSC
OUTSIDE AIROA
NOT TO SCALENTS
NOT REQUIREDN’’REQD
NOISE REDUCTION COEFFICIENTNRC
NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
NORMALLY OPENNO
NONMETALLICNM
NEOPRENE LATEXN.L.
NAILABLENL
NOT IN CONTRACTNIC
NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
NORMALLY CLOSEDNC
NATURALNAT
NORTHN
MULLIONMULL
MOVABLEMVBL
METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
MOUNTMT
METAL THRESHOLDMT
MACHINE SCREWSMS
METAL ROOF DECKINGMRD
MARBLE BASEMRB
MOP RECEPTORMR
MOVABLE PARTITIONMP
MOTORMOT
MODIFIEDMOD.
MODULARMOD
MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
MILLIMETER(S)mm
MILLWORKMLWK
MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
MANHOLEMH
MATTE-GLAZED TILEMGT
MOTOR GENERATORMG
MANUFACTURERMFR
MANUFACTURINGMFG
METAL FLOOR DECKINGMFD
METAL EDGE STRIPMES
MEMBRANEMEMB
MEDIUMMED
MECHANICAL ROOMMECH RM
MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
MASONRYMAS
MACHINEMACH
MATCHED AND BEADEDM&B
METER(S)m
LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
LIGHTNINGLTNG
LIGHTINGLTG
LIGHTWEIGHTLT WT
LIGHTLT
LAWN SPRINKLERLS
LIVING ROOMLR
LOW POINTLPT
LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHTPROOFLP
LONGITUDINALLONG
LINTELLNTL
LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
POUNDLB
SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
SLEEVESLV
SEALANTSLNT
SKYLIGHTSKLT
STEEL JOIST INSTITUTESJI
SIMILARSIM
SHELVINGSHV
SHEATHINGSHTHG
SHEETSHT
SHOULDERSHLDR
SHEET GLASSSG
STRUCTURAL FACING UNITSFU
STRUCTURAL FACING TILE UNITSFTU
SAFETY GLASSSFGL
SEQUENCESEQ
SECTIONSECT
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
SOLID CORESC
SECURITY BARSS.B.
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
ROOMRM
RAILINGRLG
RACKRK
ROOF HATCHRH
RIGHT HANDRH
RELATIVE HUMIDITYRH
ROOFINGRFG
REVISIONREV
RETURNRET
RESILIENTRESIL
REQUIREDREQD
REMOVE(ABLE)REM
REINFORCEREINF
REGLETREG
REGISTERREG
REFRIGERATIONREFR
REFLECTREFL
REFERENCEREF
RECTIFIERRECT
RECREATION ROOMREC ROOM
RECEPTACLERECPT
RIGID INSULATIONRDG INS
ROOF DRAINRD
RECEIVERRCVR
REINFORCED CONCRETE PIPERCP
REMOTE CONTROLRC
RUBBERRBR
RUBBLE STONERBL
RUBBER BASE, RESILIENT BASERB
RETURN AIR REGISTERRAR
RETURN AIR GRILLERA GR
RABBETEDRAB
RETURN AIRRA
RISERR
RANGER
RADIUSR
QUANTITYQTY
QUARTER ROUND1/4 RND
QUARTERQTR
QUARTQT.
QUARRY TILEQT
PASS WINDOWPW
PAVINGPVG
POLYVINYL CHLORIDEPVC
PAVEDPV
PAPER TOWEL RECEPTACLEPTR
PARTITIONPTN
PAPER TOWEL DISPENSERPTD
POST-TENSIONED CONCRETEPT CONC
POINTPT.
PNEUMATIC TUBEPT
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRESTRESSED CONCRETEPS CONC
PRESSED STEELP.S.
PIPE SPACEPS
PRESSURE-REGULATING VALVEPRV
PROJECTPROJ
PARKINGPRKG
PREFORMEDPREFMD
PREFINISHEDPREFIN
PREFABRICATE(D)PREFAB
PAIRPR
PARTS PER MILLIONPPM
POLISHED PLATE GLASSPPGL
PORTABLEPORT
PORCELAINPORC
POLISHEDPOL
PAINT(ED)PT
PANELPNL
PLYWOODPLYWD
PLATE GLASSPL GL
PILINGPLG
POUNDS PER LINEAR FOOTPLF
PLUMBINGPLBG
PLATFORMPLAT
PLASTERPLAS
PLASTIC LAMINATEPLAM
PROPERTY LINEPL
PLATEPL
POST INDICATING VALVEPIV
PREFAB ISOLATION POWER UNITPIPU
POINT OF INTERSECTIONPI
PHARMACYPHAR
PHASEPH
PERIMETERPERIM
YARD DRAINYD
YARDYD
TRANSFORMERXFMR
WELDED WIRE REINFORCEMENTWWR
WELDED WIRE MESHWWM
WELDED WIRE FABRICWWF
WALL TO WALLW/W
WIDTHWTH
WEIGHTWT
WAINSCOTWSCT
WASTE STACKW.S.
WATERSTOPWS
WARDROBEWRB
WASTE RECEPTACLEWR
WORKING POINTWP
WEATHERPROOFWP
WATERPROOF(ING)WP
WITHOUTW/O
WIRE MESHWM
WORK SHOPWKSH
WROUGHT IRONWI
WATT-HOUR METERWHM
WHEEL BUMPERWHB
WATER HEATERWH
WALL HUNGWH
WIRED GLASSWGL
WIDE FLANGEWF
WINDOWWDW
WASTE DISPOSERWDSP
WOOD DOORWD
WOODWD
WOOD-CASED OPENINGWCO
WHEELCHAIRW/C
WATER CLOSETWC
WOOD BLOCKINGWBL
WET BULBWB
WITHW/
WESTW
VINYL WALL COVERINGVWC
VENT THRU ROOFVTR
VOLTAGE TRANSFORMERV.T.
VENT STACKVS
VERMICULITEVRM
VAPOR RETARDERVR
VOLUMEVOL
VENEERVNR
V-JOINT(ED)VJ
VINYL HOMOGENEOUSVH
VERTICAL GRAINVG
VINYL FABRICVF
VESTIBULEVEST
VERTICALVERT
VENTILATOR(TION)VENT
VAULT DOORVD
VITRIFIED CLAY TILEVCT
VINYL COMPOSITION TILEVCT
VINYL BASEVB
VARNISHVAR
VOLTV
UNIT VENTILATORUV
UTILITYUTIL
URINALUR
UNINTERRUPTABLE POWER SUPPLYUPS
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
THICK(NESS)THK
TRUSS HEADTH
TOGGLETGL
TONGUE AND GROOVET&G
TERMINALTERM
TERRAZZOTER
TEMPORARYTEMP
TEMPERATURETEMP
TELEPHONETEL
TERRA COTTATC
TOWEL BARTB
TANGENTTAN
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
ABBREVIATIONS
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
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D R
A W
N B
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D E
S
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N E
D B
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C O
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R A
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N O
S O
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A
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N N
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S
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D A
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S I Z
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M A
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D E
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N D
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SHEET ID
S p e c if ic W o rk
\B
S T
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-C A
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S H
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-0
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.d g n
D S
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P D
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p lt c fg
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A N
S I
D
S O
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A
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N
S T
A R
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D R
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K B
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A K
W A
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R
L A
S A
L L
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IL
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D R
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R B
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IN
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R O
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L A
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C K
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J O
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S U
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C O
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V-101
B S
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M O
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B S
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ID
M O
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B
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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G
IN
E E
R S
A1
SCALE: 1"-600'
PLAN - SURVEY CONTROL
0 600' 1200'
RM 234
RM 233
RM 232
RM 231
BALTIMORE AND OHIO RAILROAD
NORTH 27TH ROAD / DEE BENNETT ROAD
ILLINOIS RIVER
STARVED ROCK STATE PARK
DELBRIDGE ISLAND
FLOW
HIG
HWAY 7
20-204-106
MF0369
FEET.
TO CONVERT PROJECT VERTICAL DATUM FROM NAVD 88 to NGVD 29 ADD 0.18 3.
VERTICAL DATUM: NAVD 88; GEOID 12B.
HORIZONTAL DATUM: NAD 83 SPC SYSTEM ILLINOIS WEST US SURVEY FEET2.
FIELD WORK COMPLETED JULY 27, 2020 ( FC 17-3 ).1.
GENERAL NOTES
NORTH
PLAN
USACE BRASS DISC IN CONCRETE 463.562621247.761698501.6814-357-1313
BRASS DISC IN CONCRETE STAMPED V 231 RESET 1961462.912624790.481698400.49MF0369
SET MAG NAIL NEAR BOAT RAMP AT STARVED ROCK MARINA463.762631714.881697690.2620-204-106
DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT
SURVEY CONTROL
14-357-1313
© 2023 Microsoft Corporation Earthstar Geographics SIO
A1
SCALE: 1" = 300'
PLAN - BORING LOCATIONS
J R
U D
S E
R
IN
G L
O C
A T
IO
N
S
P L
A N
B-101
D S
M
IT
H
J R
U D
S E
S T
R
IS
L
H T
S
I
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
W
E K
B
/0
/3
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
SR-2011-01
SR-2011-02
SR-2011-03
SR-2011-04
SR-2011-05
SR-2011-06
SR-2011-07
SR-2011-08 SR-2011-09
SR-2011-10
SR-2011-11
SR-2013-12
SR-2013-13
SR-2013-14
SE
SE
SE
SE
SR-1
SR-2
SR-3
SR-4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
R
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T
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N D
A T
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SHEET ID
600'0 300'
NORTH
PLAN
®of Engineers
US Army Corps
U .S
A
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DELBRIDGE ISLAND
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S p e c if ic W o rk
\B
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ILLINOIS RIVER
RM 234
RM 233
N 27TH RD THROUGH SR-4.
SEE 01 57 19 ATTACHMENT C FOR SEDIMENT SAMPLING RESULTS FOR SR-1 1.
GENERAL SHEET NOTES
BR1
BR2
BR3
BR4
BR5
BR6
BR7
BR8
BR9
BR10
BR11
BR12
BR13
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
SCALE: 1" = 5'
DIAGRAM - BORING LOGS
J R
U D
S E
R
IN
G L
O G
S
D
IA
G R
A M
B-601
D S
M
IT
H
J R
U D
S E
S T
R
IS
L
H T
S
I
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
W
E K
B
/0
/3
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
41.2
CL LEAN CLAY, SANDY, GRAY
53.2
CH FAT CLAY, GRAY
CL-CH LEAN TO FAT CLAY
GRAY
30 50.4
49 29 44
29 52.2
34 18 30
60.2
53.2
52.3
37.2
2451 91.8
91.1
71 99.4
55 54.5
462857
92.8
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
D30
PL
D60
LL
D10 W <#200Nf
SR-2011-01
NORTHING: 1695845
EASTING: 2629949
DATE: 10/17/2011
ELEVATION: 458.9'
447.5' BOTTOM OF BORING
1983 ILLINOIS WEST STATE PLANE US SURVEY FEET
E L
E V
A T
IO
N
N G
V D
I
N F
E E
T
WATER
HAND AUGER
SR-2011-04
NORTHING: 1696351
EASTING: 2632245
DATE: 10/17/2011
ELEVATION: 458.9'
447.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-07
NORTHING: 1696082
EASTING: 2634662
DATE: 10/18/2011
ELEVATION: 458.8'
448.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-02
NORTHING: 1696010
EASTING: 2630413
DATE: 10/17/2011
ELEVATION: 458.9'
447.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-03
NORTHING: 1696236
EASTING: 2631427
DATE: 10/17/2011
ELEVATION: 458.9'
448.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-05
NORTHING: 1696271
EASTING: 2633002
DATE: 10/17/2011
ELEVATION: 458.9'
447.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-06
NORTHING: 1696227
EASTING: 2633794
DATE: 10/17/2011
ELEVATION: 458.9'
448.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-08
NORTHING: 1696086
EASTING: 2635404
DATE: 10/18/2011
ELEVATION: 458.8'
448.5' BOTTOM OF BORING
1983 ILLINOIS WEST STATE PLANE US SURVEY FEET
E L
E V
A T
IO
N
N G
V D
I
N F
E E
T
WATER
HAND AUGER
SR-2011-11
NORTHING: 1695972
EASTING: 2636335
DATE: 10/18/2011
ELEVATION: 459.3'
451.9' BOTTOM OF BORING
SP POORLY GRADED SAND,
MED.-FINE,BROWN
HAND AUGER
SR-2013-14
NORTHING: 1695267
EASTING: 2630341
DATE: 2/20/2013
ELEVATION: 458.8'
450.9' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-09
NORTHING: 1696073
EASTING: 2636191
DATE: 10/18/2011
ELEVATION: 458.8'
449.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2011-10
NORTHING: 1696230
EASTING: 2636986
DATE: 10/18/2011
ELEVATION: 458.8'
449.5' BOTTOM OF BORING
WATER
HAND AUGER
SR-2013-12
NORTHING: 1693607
EASTING: 2631500
DATE: 2/20/2013
ELEVATION: 458.8'
450.9' BOTTOM OF BORING
WATER
HAND AUGER
SR-2013-13
NORTHING: 1693754
EASTING: 2630266
DATE: 2/20/2013
ELEVATION: 458.8'
453.2' BOTTOM OF BORING
WATER
HAND AUGER
SP POORLY GRADED SAND
FINE, GRAY
1983 ILLINOIS WEST STATE PLANE US SURVEY FEET
E L
E V
A T
IO
N
N G
V D
I
N F
E E
T
CL-CH LEAN TO FAT CLAY
GRAY
CL LEAN CLAY, GRAY
CL LEAN CLAY, SANDY, LT.GRAY
CL LEAN CLAY, GRAY
CL LEAN CLAY, SANDY, GRAY
SC CLAYEY SAND, LT.GRAY
CL LEAN CLAY, SANDY, GRAY
GRAVEL @ 9.5'
CL-CH LEAN TO FAT CLAY, GRAY
CL LEAN CLAY, SANDY, GRAY
CL LEAN CLAY, GRAY
CL LEAN CLAY, SANDY, GRAY
CH FAT CLAY, BROWN
CL LEAN CLAY, SANDY, GRAY
CL LEAN CLAY, SANDY, GRAY
CL LEAN CLAY, SANDY, BROWN
CL LEAN CLAY, SANDY, GRAY
CL LEAN CLAY, SANDY, GRAY
SC CLAYEY SAND, BROWN
SC CLAYEY SAND, GRAY
CL LEAN CLAY, SANDY,GRAY
CL-CH LEAN TO FAT CLAY
DK.GRAY
CH FAT CLAY, DK.GRAY
CL LEAN CLAY,SANDY, DK.GRAY
CH FAT CLAY, DK.GRAY
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®of Engineers
US Army Corps
U .S
A
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P S
O F
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IN
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0 5' 10'
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SCALE: 1" - 600'
SITE PLAN
SEE SHEETS C-103 - C-107
CONSTRUCT RIPRAP BREAKWATER
SEE SHEET C-102
STAGING AREA
LOCK AND DAM
STARVED ROCK
PUBLIC BOAT RAMP
SEE SHEET C-102
CONSTRUCTION WORK LIMITS
MATERIAL PLACEMENT
ACCESS DREDGING
ACCESS DREDGING
STARVED ROCK MARINA BOAT RAMP
CHANNEL CENTERLINE
APPROXIMATE NAVIGATION
APPROXIMATE NAVIGATION CHANNEL LIMITS
TYP
NO WORK ZONE
© 2023 Microsoft Corporation Earthstar Geographics SIO
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 600' 1200'
RM 234
RM 233
RM 232
RM 231
BALTIMORE AND OHIO RAILROAD
NORTH 27TH ROAD / DEE BENNETT ROAD
ILLINOIS RIVER
STARVED ROCK STATE PARK
DELBRIDGE ISLAND
FLOW
HIG
HWAY 7
NORTH
PLAN
EQUIPMENT.
THE BREAKWATER MAY BE USED AS A WORKING PLATFORM FOR LAND BASED 9.
CONDITIONS, AS APPROVED BY THE COR.
AND RIPRAP PLACEMENT PLANS IN RESPONSE TO LOCAL WATER LEVEL
CONSTRUCTION ACTIVITIES MAY DEVIATE FROM THE APPROVED EXCAVATION 8.
GRADE AS SHOWN ON C-301.
ALIGNMENT THE ACCESS DREDGE MUST BE FILLED WITH RIPRAP TO DESIGN
WHERE ACCESS DREDGING CROSSES OR FOLLOWS THE BREAKWATER
ACCESS DREDGING MAY CROSS OR FOLLOW THE BREAKWATER ALIGNMENT. 7.
COMMENCEMENT OF WORK.
CONTRACTOR, SUBJECT TO CONTRACTING OFFICER APPROVAL, PRIOR TO
NAVD88. NO WORK AREAS TO BE IDENTIFIED AND FIELD STAKED BY
NO WORK AREAS WHERE EXISTING GROUND IS ABOVE ELEVATION 458.85 6.
EXAMPLE.
DREDGING AND MATERIAL PLACEMENT LOCATIONS SHOWN HERE AS
DETERMINED BY CONTRACTOR AS PART OF THE EXCAVATION PLAN.
DREDGING AND DREDGED MATERIAL PLACEMENT LOCATIONS TO BE 5.
CENTER WEBSITE: HTTPS://IENCCLOUD.US/
OR DOWNLOADED DIRECTLY FROM THE U.S. COAST GUARD NAVIGATION
MAY BE OBTAINED BY EITHER A ONE-WAY EMAIL SERVICE, VIA SUBSCRIPTION,
AVAILABLE LIMITS DURING CONSTRUCTION. LOCAL NOTICE TO MARINERS
SUBJECT TO CHANGE. CONTRACTOR TO CONFIRM AND CONFORM TO MOST
NAVIGATION CHANNEL TRACK AND LIMITS ARE APPROXIMATE AND ARE 4.
DEMOBILIZING EQUIPMENT, MATERIALS, AND PERSONNEL.
OUTSIDE OF THE WORK LIMITS, WITH THE EXCEPTION OF MOBILIZING AND
3. CONSTRUCTION WORK LIMITS ARE AS INDICATED. NO WORK IS ALLOWED
0+00 AND 15+00, THEN CONSTRUCT REMAINDER OF RIPRAP BREAKWATER.
COMPLETE CONSTRUCTION OF RIPRAP BREAKWATER BETWEEN STATIONS 2.
IN THE STARVED ROCK POOL. SEE SHEETS C-103 THROUGH C-107.
THE CONTRACT CONSISTS OF PLACING A RIPRAP BREAKWATER STRUCTURE 1.
GENERAL SHEET NOTES
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SCALE: 1"-300'
PLAN - CONSTRUCTION WORK LIMITS
0 300' 600'
STAGING AREA
LOCK AND DAM
STARVED ROCK
RM 233
NORTH 27TH ROAD / DEE BENNETT ROAD
ILLINOIS RIVER
FLOW
J1
SCALE: 1"-50'
PLAN - STAGING
0 50' 100'
S1
S2
S3
S4 S5
S6
2621639.931698417.86S6
2621657.551698461.66S5
2621596.981698483.78S4
2621604.491698504.94S3
2621487.921698549.42S2
2621458.921698490.34S1
EASTINGNORTHINGPOINT
STAGING LIMITS
STAGING ACCESS
RM 234
DELBRIDGE ISLAND
CWL1
CWL2
CWL3
CWL4
CWL5
CONTRACTOR SHALL NOT BLOCK THE NAVIGATION CHANNEL. 5.
CONTRACTOR SHALL NOT DREDGE BELOW ELEVATION 451.62 NAVD88.4.
THE BREAKWATER FEATURE.
MINIMIZED TO THE EXTENT NECESSARY TO ACCESS AND CONSTRUCT
DREDGE LINES AND GRADES INDICATED. DREDGING SHALL BE
CONTRACTOR SHALL NOT DREDGE OUTSIDE THE WORK LIMITS OR 3.
RELATED TO SITE ACCESS BASED ON EQUIPMENT NEEDS.
WATER DEPTHS AND TAKE RESPONSIBILITY FOR ALL ADDITIONAL COSTS
IS REQUIRED TO ACCESS THE WORK SITE. CONTRACTOR SHALL VERIFY
2. ACCESS TO THE WORK SITE IS BY FLOATING PLANT. ACCESS DREDGING
STOCKPILING OF MATERIAL IS PROHIBITED WITHIN THE STAGING AREA.
VEHICLES IS PROVIDED AT THE STARVED ROCK LOCK AND DAM.
STAGING AREA FOR CONSTRUCTION TRAILER AND PASSENGER 1.
GENERAL SHEET NOTES
CONSTRUCTION WORK LIMITS
NORTH
PLAN
NORTH
PLAN
NAVIGATION CHANNEL CENTERLINE
APPROXIMATE NAVIGATION CHANNEL LIMITS
CWL6
CWL7
CWL8
CWL9
CWL10
CWL11
CWL12
CWL13
CWL14
CWL15
CWL16
CWL17
CWL18
2629824.11694832.17CWL18
2630260.381694795.23CWL17
2630542.531695006.05CWL16
2630515.761695041.87CWL15
2630604.321695688.65CWL14
2630659.141695741.53CWL13
2631007.561695795.13CWL12
2631720.491695825.48CWL11
2632401.81695900.43CWL10
2634639.141695787.74CWL9
2635223.551695525.63CWL8
2635359.51695474.76CWL7
2635437.261695682.57CWL6
2635387.021696327.1CWL5
2634257.591696436.5CWL4
2632169.681696560.92CWL3
2630509.121696138.51CWL2
2629824.11696031.41CWL1
EASTINGNORTHINGPOINT
CONSTRUCTION WORK LIMITS
CWL19
TYP
NO WORK ZONE
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Earthstar Geographics SIO
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SCALE: VERTICAL: 1" = 5' HORIZONTAL: 1" = 50'
PROFILE - RIPRAP BREAKWATER - STA 0+00 TO STA 12+50
E1
SCALE: 1" = 50'
PLAN - RIPRAP BREAKWATER - STA 0+00 TO STA 12+50
EXISTING GROUND
WORK LIMITS
CONSTRUCTION
EL 462.67
DESIGN GRADE
2.5H:1V
RIPRAP BREAKWATER
ACCESS DREDGING AS NEEDED
DREDGE MATERIAL PLACEMENT AS NEEDED
BR1
BR2
BR3
BR4
BR5
BR6
BR7
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12+00
BR
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
450 450
460 460
470 470
.5
.6
.8
.4
.2
.6
.6
.7
.9
.2
.4
.8
.1
.6
.7
.7
.9
.8
.9
.0
.9
.8
.7
.8
.8
0.00%GRADE =
.5
E
L E
V
.0
S
P
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E
L E
.2
S
I
.5
.6
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.6
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.6
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.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
458.62
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
50' 100'0
50' 100'00 5' 10'
NORTH
PLAN
F L O
W
IL
L
IN
O
IS
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IV
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C-
M
AT
CH
LI
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C-301
S I
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A
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C-104
C
C U
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P
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T U
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S T
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IS
L
A M
C C
L A
N A
H
E K
B
PROFILE - RIPRAP BREAKWATER - STA 12+50 TO STA 25+00
E1
SCALE: 1" = 50'
PLAN - RIPRAP BREAKWATER - STA 12+50 TO STA 25+00
EXISTING GROUND
ACCESS DREDGING ENTRANCE
RIPRAP BREAKWATER
PLAN - RIPRAP BREAKWATER - STA 12+50 TO STA 25+00
EL 462.67
DESIGN GRADE
ACCESS DREDGING AS NEEDED
DREDGE MATERIAL PLACEMENT AS NEEDED
TYP
NO WORK ZONE
CONSTRUCTION WORK LIMITS
BR7
BR8 BR9
BR10
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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E
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IG
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450 450
460 460
470 470
.8
.8
.8
.4
.5
.8
.8
.0
.6
.6
.4
.2
.3
.4
.5
.2
.1
.7
.7
.5
.3
.1
.3
.1
.0
0.00%GRADE =
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
458.62
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
50' 100'0
50' 100'00 5' 10'
NORTH
PLAN
FLOW
ILLINOIS RIVER
C -1
M A
T C
H L
IN
E
C -1
M A T
C H L
IN
E
C-301
A1
G1
S I
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C-105
C
C U
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P
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S T
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L
A M
C C
L A
N A
H
E K
B
PROFILE - RIPRAP BREAKWATER - STA 25+00 TO STA 37+50
E1
SCALE: 1" = 50'
PLAN - RIPRAP BREAKWATER - STA 25+00 TO STA 37+50
EXISTING GROUND
ACCESS DREDGING AS NEEDED
RIPRAP BREAKWATER
DREDGE MATERIAL PLACEMENT AS NEEDED
EL 462.67
DESIGN GRADE
CONSTRUCTION WORK LIMITS
BR11
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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E
F
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B R
B R
24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00
450 450
460 460
470 470
.0
.3
.8
.5
.1
.8
.7
.7
.8
.8
.7
.7
.9
.1
.9
.9
.0
.8
.0
.1
.0
.9
.9
.9
.8
0.00%GRADE =
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
458.62
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
50' 100'0
50' 100'00 5' 10'
NORTH
PLAN
FLOW
ILLINOIS RIVER
C -1
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/3
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
H
E D
D L
E S
T E
N
S T
A
T
O S
T A
R
IP
R A
P B
R E
A K
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-106
C
C U
T K
O M
P
R
T U
T T
S T
R
IS
L
A M
C C
L A
N A
H
E K
B
PROFILE - RIPRAP BREAKWATER - STA 37+50 TO STA 50+00
E1
SCALE: 1" = 50'
PLAN - RIPRAP BREAKWATER - STA 37+50 TO STA 50+00
EXISTING GROUND
EL 462.67
DESIGN GRADE
NO WORK ZONE
RIPRAP BREAKWATER
ACCESS DREDGING AS NEEDED
DREDGE MATERIAL PLACEMENT AS NEEDED
CONSTRUCTION WORK LIMITS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S p e c if ic W o rk
\B
S
T R
IS
L
\B
S
T R
IS
L
-C
A D
S
H E
E T
-2 -1
-0
-C
-1 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:3
:1
A M
/1
/2
B R
B R
B R
B R
B R
B R
B R
B R
B R
B R
B R
B R
B R
36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00
450 450
460 460
470 470
.9
.8
.8
.9
.0
.1
.2
.0
.0
.1
.3
.6
.8
.4
.3
.3
.5
.8
.1
.6
.4
.3
.3
.2
0.00%GRADE =
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
458.62
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
50' 100'0
50' 100'00 5' 10'
NORTH
PLAN
FLOW
ILLINOIS RIVER
C -1
M A
T C
H L
IN
E
C -1
M A
T C
H L
IN
E
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/3
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
H
E D
D L
E S
T E
N
S T
A
T
O S
T A
.2
R
IP
R A
P B
R E
A K
W A
T E
R
P L
A N
A N
D P
R O
F
IL
E
C-107
C
C U
T K
O M
P
R
T U
T T
S T
R
IS
L
A M
C C
L A
N A
H
E K
B
PROFILE - RIPRAP BREAKWATER - STA 50+00 TO STA 58+76.2
E1
SCALE: 1" = 50'
PLAN - RIPRAP BREAKWATER - STA 50+00 TO STA 58+76.2
EXISTING GROUND
CONSTRUCTION WORK LIMITS
EL 462.67
DESIGN GRADE
TYP
NO WORK ZONE
RIPRAP BREAKWATER
ACCESS DREDGING AS NEEDED
DREDGE MATERIAL PLACEMENT AS NEEDED
2.5H:1V
BR12
BR13
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S p e c if ic W o rk
\B
S
T R
IS
L
\B
S
T R
IS
L
-C
A D
S
H E
E T
-2 -1
-0
-C
-1 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
A M
/1
/2
B R
B R
B R
B R
B R 5
B R
B R
B R
B R
B R
B R
48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00
450 450
460 460
470 470
.2
.2
.2
.2
.1
.1
.2
.3
.0
.0
.2
.3
.5
.1
.7
.4
.3
.4
.8
.1
.6
.9
0.00%GRADE =
.6
E
L E
.4
S
I
.7
E
L E
.2
S
I
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
.6
458.62
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
50' 100'0
50' 100'00 5' 10'
NORTH
PLAN
FLOW
ILLI
NOIS
RIV
ER
C -1
M A T
C H L
IN
E C-301
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/3
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
H
E D
D L
E S
T
Y
P
IC
A L
S E
C T
IO
N
S
C-301
C
C U
T K
O M
P
R
T U
T T
S T
R
IS
L
A M
C C
L A
N A
H
E K
B
SCALE: 1/8" = 1'
TYPICAL SECTION
EL VARIES
EXISTING GROUND
BREAKWATER
RIPRAP TOP EL NOT TO EXCEED 461.67
ACCESS DREDGE
ACCESS DREDGE MATERIAL PLACEMENT
90' MAX BOTTOM WIDTH
SEE NOTE 7
SEE NOTE 6
35' MAX BOTTOM WIDTH
G1
SCALE: 1/4" = 1'
TYPICAL SECTION - CROSSOVERS
82.5'67.5'
EXISTING GROUND
ACCESS DREDGE AS NEEDED
RIPRAP BREAKWATER
SEE NOTE 10
3'
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S p e c if ic W o rk
\B
S
T R
IS
L
\B
S
T R
IS
L
-C
A D
S
H E
E T
-2 -0
-0
-C
-3 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:0
:5
P
M
/1 /2
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
2.5
2.5
EL 458.62
NORTH SIDE
SOUTH SIDE
0 8'4' 16'
EL 451.62
ALLOWED DREDGING DEPTH
LINES AND GRADES.
DREDGE CHANNEL IS TO BE FILLED WITH RIPRAP TO MATCH THE DESIGN
ACCESS DREDGE CHANNEL IS NO LONGER NEEDED FOR ACCESS, THE
CONSTRUCTION OF THE BREAKWATER HAS PROGRESSED TO WHERE THE
BREAKWATER ON EITHER SIDE OF THE ACCESS DREDGE CHANNEL. ONCE
BREAKWATER ALIGNMENT, MAINTAIN OFFSETS BETWEEN THE TOE OF THE
WHERE THE ACCESS DREDGE CHANNEL CROSSES THE RIPRAP 10.
MAINTAINS OFFSET FROM TOE OF RIPRAP BREAKWATER.
PLACEMENT SITE REMAIN WITHIN WORK LIMITS AND ACCESS DREDGE CUT
CENTERLINES MAY VARY AS LONG AS DREDGE ACCESS CUT AND DREDGE 9.
AND BLOCK THE DREDGE CHANNEL.
CONTRACTOR IS RESPONSIBLE FOR ENSURING RIPRAP DOES NOT SLIDE
DREDGING IS TO OCCUR WITHIN 20 FEET OF THE BREAKWATER THE
PLACEMENT PLANS. A 20 FOOT OFFSET IS CONSIDERED STABLE. IF
APPROVED BY THE COR AS PART OF THE EXCAVATION AND RIPRAP
DREDGING IS NOT ALLOWED WITHIN 20’ OF THE BREAKWATER UNLESS 8.
500 FOOT LENGTH DURING CONSTRUCTION.
TOP ELEVATION OF BREAKWATER NOT TO DEVIATE MORE THAN 12" OVER A 7.
CHANNEL.
SLOPES DO NOT CAUSE THE MATERIAL TO SLIDE AND BLOCK THE DREDGE
DREDGED MATERIAL STAYS WITHIN THE WORK LIMITS AND THAT STEEPER
MAY MODIFY THESE SLOPES, BUT IS RESPONSIBLE FOR ENSURING
4H:1V SLOPE. THIS LAYOUT IS CONSIDERED STABLE. THE CONTRACTOR
ACCESS DREDGING PLACEMENT AREA SLOPES HAVE BEEN LAID OUT AT A 6.
ACCESS DREDGE CHANNEL DOES NOT COLLAPSE.
MAY MODIFY THESE SLOPES, BUT IS RESPONSIBLE FOR ENSURING THE
2H:1V SLOPE. THIS LAYOUT IS CONSIDERED STABLE. THE CONTRACTOR
ACCESS DREDGING CHANNEL SIDE SLOPES HAVE BEEN LAID OUT AT A 5.
THE PROJECT AREA.
50% EXCEEDANCE DURATION WHICH IS CONSIDERED FLAT POOL IN
WATER ELEVATION SHOWN CORRESPONDS TO APPROXIMATELY THE 4.
19 TO THE LINES AND GRADES SHOWN.
PLACE RIPRAP IN ACCORDANCE WITH SPECIFICATION SECTION 35 31 3.
RIPRAP BEHIND THE TURBIDITY CURTAIN.
DREDGED MATERIAL WILL BE PLACED ON THE SOUTH SIDE OF THE 2.
WITH APPROVED EXCAVATION PLAN.
CONTRACTOR WILL INSTALL TURBIDITY CURTAIN IN ACCORDANCE 1.
GENERAL SHEET NOTES
EL 462.67
DESIGN GRADE
0 4' 8'2'
2.5
S I
D
S O
L
IC
IT
A
T
IO
N
S T
A R
V E
D R
O C
K B
R E
A K
W A
T E
R
L A
S A
L L
E C
O U
N T
Y
IL
S T
A R
V E
D R
O C
K P
O O
L
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/3
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
H
E D
D L
E S
T
H
R
IZ
O N
T A
L G
E O
M E
T R
Y R
E P
O R
T
C-601
C
C U
T K
O M
P
R
T U
T T
S T
R
IS
L
A M
C C
L A
N A
H
E K
B
2635197.951695779.63BR56+76.20POEBR13
2634632.521696033.52BR52+56.38PTBR12
2632552.901696139.64BR31+73.89PTBR11
2631701.541696046.23BR23+17.40PTBR10
2631155.821696091.38BR17+69.80PTBR9
2631106.611696075.74BR17+17.94PTBR8
2630593.741695963.49BR11+92.93PTBR7
2630534.831695928.71BR11+24.40PTBR6
2630425.811695824.21BR9+73.35PTBR5
2630397.741695790.53BR9+29.51PTBR4
2630286.421694999.71BR1+30.33PTBR3
2630306.171694952.82BR0+78.85PTBR2
2630353.121694889.49BR0+00.00POBBR1
EASTINGNORTHINGSTATIONPOINT TYPEPOINT
A1
HORIZONTAL GEOMETRY REPORT - RIPRAP BREAKWATER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S p e c if ic W o rk
\B
S
T R
IS
L
\B
S
T R
IS
L
-C
A D
S
H E
E T
-2 -0
-1
-C
-6 .d g n
D S
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:1
:4
A
M
/1 /2
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
| B5STRISL202001-CAD_SHEET-2021-05-03-G-001 |
| B5STRISL202001-CAD_SHEET-2021-05-03-G-002 |
| B5STRISL202001-CAD_SHEET-2021-05-03-G-003 |
| B5STRISL202001-CAD_SHEET-2021-08-23-V-101 |
| 2023-07-26T10:10:01-0500 | |
| BARNES.ANDREW.G.1248281924 |
| 2023-07-26T10:17:41-0500 | |
| LANDWEHR.KEVIN.J.1230550367 |
| 2023-07-27T07:52:39-0500 | |
| HUNEMULLER.TOBY.J.1258323862 |
| 2023-07-31T10:03:27-0500 | |
| STEWART.MATTHEW.E.1231228442 |
| 2023-07-31T10:26:49-0500 | |
| PERK.ROGER.A.1231360758 |
File details come from the government source that posted it. Updated .