W912P620B0012_Fish Barrier West Side Storage Boat Shed DRAWINGS.pdf
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- Attached to
- CHICAGO SANITARY SHIP CANAL ELECTRIC DISPERSAL BARRIER BOAT SHED, USACE CHICAGO DISTRICT ACQUISITIONS
- Solicitation number
- W912P6-20-B-0012
About this file
This solicitation notice seeks bids for the construction of a storage boat shed in Chicago, Illinois. The U.S. Army Corps of Engineers - Chicago District is requesting bids to design and construct a pre-engineered single-story storage building measuring 40 feet wide by 100 feet long with an interior clear height of 16 feet. The building will have eight electric-powered sectional overhead doors and an open interior service bay area. Additional requirements include constructing an entrance and exit gravel road, installing all electrical, HVAC, and other ancillary components to provide a fully functional facility. The project cost is estimated between $1,000,000 and $5,000,000. Bids are due by August 13, 2020 in accordance with the solicitation package. The competition is set aside for women-owned small businesses.
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PROJECT LOCATION
ROMEOVILLE, IL
FISH BARRIER
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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WEST SIDE STORAGE/BOAT SHED FY20
ROMEOVILLE, ILLINOIS
of Engineers
US Army Corps
CHICAGO DISTRICT
SHEET INDEX
ALL DRAWINGS IN THIS SET.
INDICATE OFFICIAL RECOMMENDATION OF
REQUIRED BY ER 1110-1-8152. SIGNATURES
THE SCOPE OF THEIR EMPLOYMENT AS
ON THESE PROJECT DOCUMENTS WITHIN
TION DESIGNATIONS OF INDIVIDUALS APPEAR
INITIALS OR SIGNATURES AND REGISTRA-
CHICAGO DISTRICT CORPS OF ENGINEERS. THE
THIS PROJECT WAS DESIGNED BY THE
REVIEWED BY:
DRAWINGS CONTAINED IN THE SHEET INDEX.
RECOMMENDATION AND APPROVAL FOR ALL
SIGNATURE AFFIXED BELOW INDICATE OFFICIAL
APPROVED BY:
APPROVAL RECOMMENDED BY:
DATE
JOHN GROBOSKI
DATE DATE
LOCATION MAP
(N.T.S.)
VICINITY MAP
(N.T.S.)
CHUCK SHEA
R S
M
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IN
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Y M
A P
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CHICAGO
L A
K E M
IC
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IG
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W912P6-20-C-00XX
W E
S T S
ID
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JULY 2020
-6
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.d g n
FISH DISPERSAL BARRIER
REFERENCENUMBER
TITLE SHEET SHEET
W912P6-20-B-0012
REFERENCE SHEET - LAVATORY ACCESSORIES
ELECTRICAL ONE LINE DIAGRAM
ELECTRICAL POWER PLAN
MECHANICAL SCHEDULES
INSTRUMENTATION PLAN
PLUMBING SCHEDULES - PART 2
PLUMBING SCHEDULES
SANITARY PLAN
PIPING PLAN
ARCHITECTURAL - INTERIOR DRAINAGE PLAN WEST SIDE STORAGE/BOAT SHED
ARCHITECTURAL - FLOOR PLAN WEST SIDE STORAGE/BOAT SHED
DETAILS APRON SECTIONS
TYP. SQUARE FOOTING AND TIE BEAM DETAILS
STRUCTURAL DETAILS
WASHOUT SLAB PLAN VIEW AND SECTIONS
CRACK CONTROL JOINT PLAN
FOUNDATION PLAN
STRUCTURAL GENERAL NOTES
PROPOSED GRAVEL ROAD CROSS SECTIONS TYP
WASHOUT STATION CONT., GRAVEL ROAD, BOLLARD TYP.
WASHOUT STATION PLAN AND CROSS SECTION
CROSS SECTIONS EXIT ROAD STA 15+80 TO STA 15+98.9525
CROSS SECTIONS EXIT ROAD STA 15+00 TO STA 15+70
CROSS SECTIONS ENTRANCE ROAD STA 13+40 TO STA 13+64.1817
CROSS SECTIONS ENTRANCE ROAD STA 12+10 TO STA 13+30
CROSS SECTIONS ENTRANCE ROAD STA 10+70 TO STA 12+00
CROSS SECTIONS ENTRANCE ROAD STA 10+00 TO STA 10+60
PLAN AND PROFILE EXIT: STATION 15+00 TO STATION 16+00
PLAN AND PROFILE ENTRANCE: STATION 10+00 TO STATION 13+70
NONCONDUCTIVE FENCE REPLACEMENT CITGO
NONCONDUCTIVE FENCE REPLACEMENT NRG
CIVIL SITEPLAN STORAGE/BOAT SHED LAYOUT
GRADING PLAN EXISTING AND PROPOSED CONDITIONS
CIVIL SITE FENCE DEMOLITION PLAN
CIVIL SITE - LOCATION KEY MAP
SURVEY CONTROL AND BENCHMARKS
WORK LIMITS AREA 2
WORK LIMITS AREA 1
LEGEND AND SYMBOLS
ABBREVIATIONS
FISH BARRIER STORAGE/BOAT SHED LOCATION & VICINITY MAP
R-101
E-002
E-001
M-601
M-101
P-602
P-601
P-102
P-101
A-102
A-101
S-503
S-502
S-501
S-103
S-102
S-101
S-001
CS-503
CS-502
CS-501
CS-306
CS-305
CS-304
CS-303
CS-302
CS-301
CS-105
CS-104
CS-103
CS-102
CS-101
CG-101
CD-101
C-001
V-001
G-005
G-004
G-003
G-002
G-001
CERTIFIED FINAL DOCUMENTS - RTA
JOSH MUDD
PROJECT MANAGER
CHUCK SHEA, PE
ATR TEAM LEADER
JOSH MUDD, P.E.
CHIEF, DESIGN SECTION
JOHN GROBOSKI, P.E.
CERTIFIED FINAL DOCUMENTS - RTA
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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C H
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ABBREVIATIONS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
COVERCOV
CORRIDORCORR
CONTRACTORCONTR
CONTINUE CONT
CONSTRUCTIONCONSTR
CONNECTCONN
CONCRETECONC
COMPARTMENTCOMPT
COMBUSTIONCOMB
COMMONCOM
COLUMNCOL
CARBON DIOXIDECO2
CLEANOUTCO
COUNTERCNTR
CORNERCNR
CONDUCTIVE NEOPRENE LATEXCNL
CONDUITCND
CONCRETE MASONRY UNITCMU
COMPOSITECMPST
CORRUGATED METAL PIPECMP
CENTIMETER(S)cm
CLEAR WIRED GLASSCLWG
CLEAR(ANCE)CLR
CLOSURECLOS
CLOSETCLO
CONTRACT LIMIT LINECLL
CLEAR GLASSCLGL
CEILING HEIGHTCLG HT
CEILINGCLG
CENTER LINECL
CIRCUIT BREAKERCKT BRKR
CIRCUITCKT
CONSTRUCTION JOINTCJ
CONTROL JOINTCJ
CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
CAST IRONCI
CHROME PLATEDCHR PL
CHECKCHK
CHIMNEYCHIM
CHAMFERCHFR
CHALKBOARDCH BD
CORNER GUARDCG
CUBIC FEET PER MINUTECFM
COUNTERFLASHINGCFLG
CONDUCTIVE FLOORINGCFI
CERAMICCER
CEMENT PLASTERCEM PLAS
CEMENTCEM
COVER ELEVATIONCE
CLOSED CIRCUIT TELEVISIONCCTV
CUBICLE CURTAIN TRACKCCT
CATCH BASINCB
CAPACITYCAP
CABINETCAB
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
BRACINGBRCG
BACK PLASTER(ED)BP
BOTTOMBOT
BOTTOM OFBO
BENCHMARKBM
BELOWBLW
BUILDINGBLDG
BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
BOARDBD
BOOKCASEBC
BULLETIN BOARDBB
ACOUSTICAL WALL TREATMENTAWT
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
AUTOMATICAUTO
ACOUSTICAL TILE CEILINGATC
ASPHALTASPH
ABOVE SUSPENDED CEILINGASC
ASBESTOSASB
AMERICAN REFRIGERATION INSTITUTEARI
ARCHITECTARCH
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ANODIZEANOD
AMPEREAMP
AMBIENTAMB
ALUMINUMALUM
ALTERNATEALT
ACTIVE LEAFA.L.
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
AMPERE INTERRUPTING CAPACITYAIC
AREA INLETAI
AIR HANDLING UNITAHU
ANCHOR AHR
AGGREGATEAGGR
ABOVE FINISHED FLOORAFF
AUTOMATIC DOOR OPERATORADO
ADJACENT, ADJOINING, ADJUSTABLEADJ
ADHESIVEADH
ADDENDUMADDM
ACOUSTICAL CEILING TILEACT
ACOUSTICACST
ALUMINUM CABLE STEEL REINFORCEDACSR
ACCESS PANELACS PNL
ACCESS DOORACS DR
ACRYLIC PLASTICACR
AMERICAN CONCRETE INSTITUTEACI
ACCESSIBLEACC
ALTERNATING CURRENTAC
ABOVEABV
ANCHOR BOLTAB
AIR CONDITIONING UNITA/C UNIT
AIR CONDITIONINGA/C
ANGLEL
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
FLOORFLR
FLASHINGFLASH
FLUSH JOINTFJT
FIXTUREFIXT
FINISH FLOORFIN FLR
FINISHFIN
FIGUREFIG
FLAT HEAD WOOD SCREWFHWS
FIRE HOSE STATIONFHS
FIRE HOSE RACKFHR
FLAT HEAD MACHINE SCREWFHMS
FIRE HOSE CABINETFHC
FLAT HEADFH
FIRE HYDRANTFH
FIBERGLASSFGL
FACTORY FINISHFF
FIRE EXTINGUISHER CABINETFEC
FIRE EXTINGUISHER BRACKETFEB
FIRE EXTINGUISHERFE
FOUNDATIONFDTN
FIRE DAMPERFDMPR
FLOOR DRAINFD
FAN COIL UNITFCU
FLOOR CLEANOUTFCO
FLOOR CONSTRUCTION JOINTFCJ
FACINGFCG
FACE BRICKFC BRK
FOOT CANDLEFC
FIRE BRICKF BRK
FRESH AIR INTAKEFAI
FIRE APPARATUS CLOSETFAC
FRESH AIRFA
FIRE ALARMFA
FAHRENHEITF
EXTERIOREXT
EXPANSION BOLTEXP BT
EXPOSEDEXP
EXPANSIONEXP
EXISTINGEXST
EXHAUST AIREXH A
EXHAUSTEXH
EXCAVATEEXC
ENTERING WATER TEMPERATUREEWT
ELECTRIC WATER COOLEREWC
ESTIMATE(D)EST
ESCALATORESCAL
EQUIPMENTEQUIP
EQUALEQ
EPOXY COATINGEPY
EXPLOSION PROOFEPRF
ELECTRICAL PANELBOARDEP
ENTRANCE, ENTERINGENTR
ENCLOSE(URE)ENCL
EMERGENCYEMER
ESTIMATED MAXIMUM DEMANDEMD
EXPANDED METAL EM
ELECTRICELEC
ELEVATION - GRADE OR BUILDINGEL
EXPANSION JOINTEJ
EACH FACEEF
ENTERING AIR TEMPERATUREEAT
EACHEA
EASTE
DIRECT EXPANSIONDX
DUMBWAITERDWTR
DRAWERDWR
DOWELSDWLS
DRAWINGDWG
DOVETAIL DVTL
DRAIN TILEDT
DOWNSPOUTDS
DOUBLE STRENGTH (GLASS)DS
DOOR CLOSERDR CL
DRAINBOARDDRB
DRAINDR
DOORDR
DOWNDN
DEMOUNTABLEDMT
DAMPERDMPR
DAMPPROOFINGDMPF
DEAD LOADDL
DIVISIONDIV
DISTRIBUTION PANELDISTR PNL
DISPENSERDISP
DISCONNECTDISC
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA
DUCT HEATERDH
DOUBLE HUNGDH
DRINKING FOUNTAINDF
DETAILDET
DEPARTMENTDEPT
DEPRESSIONDEPR
DEMOLITIONDEMO
DEGREEDEG
DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
DOUBLE ACTING DOORDBL ACT DR
DOUBLEDBL
DRY BULBDB
DATUMDAT
PENNY (AS IN NAIL - 10D)d
CYLINDERCYL
COLD WATERCW
CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH
CEILING VENTCV
CUBIC YARDSCU YD
CABINET UNIT HEATERCUH
CUBIC FEETCU FT
COPPERCu
CONDENSING UNITCU
CENTERCTR
CENTER TO CENTERC TO C
CURRENT TRANSFORMERCT
CERAMIC TILECT
CASEMENTCSMT
COUNTERSUNKCSK
CAST STONECS
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
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
LADDERLAD
LABORATORYLAB
KEYWAYKWY
KILOWATTkW
KILOVOLT AMPERES REACTIVEkVAR
KILOVOLT AMPERESkVA
KILOVOLTSkV
KICKPLATEKPL
KNOCKOUT PANELKOP
KITCHENKIT
KILOPOUND (1000 POUNDS)KIP
JOINTJT
JOISTJST
JUNCTIONJCT
JUNCTION BOXJ-BOX
JANITOR’S CLOSETJAN CLO
INSIDE PIPE SIZEI.P.S.
IRON PIPE SIZEIPS
IRON PIPEIP
INVERTINV
INTERMEDIATEINTM
INTERIORINT
INSULATIONINSUL
INSULATING FILLINSF
INCLUDEDINCL
INCINERATORINCIN
INCHIN
INTERLOCKILK
ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA
INSIDE DIAMETERID
INTERCOMIC
HERTZHz
HYDRAULICHYDR
HEATING, VENTILATING AND AIR CONDITIONINGHVAC
HEATERHTR
HEATINGHTG
HEIGHTHT
HOUSEKEEPINGHSKPG
HIGH-STRENGTH GYPSUM PLASTERHSGYP
HIGH STRENGTHHS
HOURHR
HIGH POINTHPT
HORSEPOWERHP
HIGH PRESSUREHP
HORIZONTALHORIZ
HANDRAILHNDRL
HOLLOW METALHM
HOOK(S)HK
HANDHOLEHH
HEXAGONHEX
HIGH EARLY-STRENGTH CEMENTHES
HARDWOODHDWD
HARDWAREHDW
HEADERHDR
HEAD JOINTHD JT
HARDBOARDHDBD
HEAVY DUTYHD
HEADHD
HANDICAPPEDHCP
HALON CONTAINMENT DAMPERHCD
HOLLOW COREHC
HOSE BIBBHB
GYPSUM PLASTERGYP PLAS
GYPSUM BOARDGYP BD
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
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
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
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
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
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
A B
B R
E V
IA
T
IO
N S
A B
B R
E V
IA
T
IO
N S
W P -2
-C -0
X
X
U
L Y
T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -2
-B -0
J U
L Y
B
B R
E V
IA
T
IO
N S
-6
J J
G -0
.d g n
-6
J
DIRECTION OF CUT
DETAIL IS SHOWN
SHEET WHERE
SECTION IS SHOWN
SHEET WHERE
OF DETAIL
GRID LETTER/NUMBER
SECTION
GRID LETTER/NUMBER OF
GRID LETTER/NUMBER
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
8:43:56 AM 8/6/2020
...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J_G-003.dgn
PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
G-003G-003
W
IL
L C
O U
N T
Y
IL
L
IN
O
IS
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
G-003
LEGEND
STORM MANHOLE
WATER MANHOLE
FENCE
STANDARD ABBREVIATIONS
MONITORING WELL
WATER VALVE VAULT
FIRE HYDRANT
CATCH BASIN
WATER LEVEL
ELECTRIC HANDHOLE
GUY WIRE
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
TREE
TELEPHONE LINE
LINE STYLES
SYMBOLS
WATER DOMESTIC MAIN
STORM DRAIN
-10 DESIGN CONTOUR
EXISTING CONTOUR-11
ELECTRICAL MANHOLE UTILITY POLE
CATCH BASIN ROUND
DETAIL INDICATOR
X# SCALE:
DRAWING AREA TITLE
TRIANGULATION POINT
SECTION INICATOR
W.L. AT '( )
ELECTRICAL PRIMARY
ELECTRICAL SECONDARY
DRAWING AREA TITLE INDICATOR
GAS LINE
CONDUITS
GENERAL NOTES
SANITARY FORCE MAIN
WATER MAIN
TELECOMFIBER OPTIC
LIGHT FIXTURE
WATER (PUBLIC MAIN)
EXISTING EASEMENT
CONSTRUCTION WORK LIMITS
J A
G
L E
G E
N D A
N D S
Y M
B O
L S
T S
M
T S
M
R S
M
A N
S I
D
J A
G
L E
G E
N D A
N D S
Y M
B O
L S
T S
M
R S
M
T S
M
W P -2
-C -0
X
X
A N
S I
D
J A
G
L E
G E
N D A
N D S
Y M
B O
L S
T S
M
R S
M
T S
M J
U L
Y
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R
W P -2
-B -0
J U
L Y
-6
J J
-6
J J
G -0
.d g n
ALL NECESSARY ACTIONS TO ASSESS ACTUAL SITE CONDITIONS THE PRIOR TO BIDDING.
10. EXISTING CONDITION MAY VARY OR DIFFER FROM THOSE SHOWN IN THE DRAWINGS, THE CONTRACTOR SHALL TAKE
9. CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.
8. CONTRACTOR SHALL NOTE THAT ALL WORK WILL BE PERFORMED ON LAND AND NOT FROM CANAL, VIA BARGE OR BOAT.
AT THAT TIME. ACTUAL CONDITIONS MAY VARY.
7. PLOT OF SURVEY MAY 2019,THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION REPRESENTS CONDITIONS EXISTING
SHOULD PROCEED WITH CAUTION WHILE WORKING IN AND AROUND THE CANAL.
6. CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE DURING CONSTRUCTION AND
AS APPROVED BY THE GOVERNMENT.
5. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND
4. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINE.
3. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
2. SEE SHEET V-001 FOR MORE INFORMATION ABOUT SURVEY HORIZONTAL AND VERTICAL DATUMS.
1. ON-SITE ACTIVITIES SHALL NOT BEGIN PRIOR TO DEC 31, 2020.
CONCRETEBOLLARD
DROP CONNECTION
CERTIFIED FINAL DOCUMENTS - RTA
X-###
X#
X-###
X#
MW
H
W CB
D
W
CB
CONTRACTOR SITE ACCESS
SECURITY GATE
EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
E ROMEO RD
DES PLAINES RIV
ER RD
C E
N T
E N
N
IA
L T
R A
IL
WL 01
WL 02
W L
W L
W L
WL 06
WL 07
WL 08
WL 09
WL 10
WL 11
WL 12
WL 13
WL 14
WL 15
WL 16
WL 17
WL 18
W L
WL 20
WL 21
WL 22
WL 23
WL 24
WL 25
W L 2
6W L 2
WL 28
WL 29
WL 30 WL 31
WL 32 WL 33
W L
WL 35
WL 36
WL 37
WL 38
WL 39
W L
WL 41
WL 42
WL 43
POINT
WL 01
WL 02
WL 03
WL 04
WL 05
WL 06
WL 07
WL 08
WL 09
WL 10
WL 11
WL 12
WL 13
WL 14
WL 15
WL 16
WL 17
WL 18
WL 19
WL 20
WL 21
WL 22
WL 23
WL 24
WL 25
WL 26
WL 27
WL 28
WL 29
WL 30
WL 31
WL 32
WL 33
WL 34
WL 35
WL 36
WL 37
WL 38
WL 39
WL 40
WL 41
WL 42
WL 43
NORTHING
1,811,781.66
1,811,794.53
1,811,813.49
1,811,813.37
1,811,924.49
1,811,978.54
1,812,001.85
1,812,045.21
1,812,071.07
1,812,303.76
1,812,481.21
1,812,406.90
1,812,232.31
1,812,058.76
1,812,019.11
1,811,815.42
1,811,733.29
1,811,739.11
1,811,685.14
1,811,683.56
1,811,657.30
1,811,645.48
1,811,648.96
1,811,665.34
1,811,671.80
1,811,691.80
1,811,695.13
1,811,698.89
1,811,687.18
1,811,727.54
1,811,728.01
1,811,708.02
1,811,710.37
1,811,779.84
1,811,779.85
1,812,019.09
1,811,978.88
1,811,961.41
1,811,925.17
1,811,811.26
1,811,811.24
1,811,791.65
1,811,783.39
EASTING
1,058,010.38
1,058,017.58
1,058,019.43
1,058,021.89
1,058,023.29
1,058,043.31
1,058,096.02
1,058,443.50
1,058,485.17
1,058,383.92
1,058,430.16
1,058,715.38
1,058,669.90
1,058,509.57
1,058,447.45
1,058,422.75
1,058,424.00
1,058,722.76
1,058,739.53
1,058,748.15
1,058,770.88
1,058,754.44
1,058,751.45
1,058,737.42
1,058,705.79
1,058,689.35
1,058,682.10
1,058,653.02
1,058,311.84
1,058,311.33
1,058,335.36
1,058,336.22
1,058,404.43
1,058,408.04
1,058,403.63
1,058,431.73
1,058,099.34
1,058,060.37
1,058,045.37
1,058,044.06
1,058,046.69
1,058,050.59
1,058,056.38
WORK LIMITS AREA 1
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:44:42 AM 8/6/2020
...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J_G-004.dgn
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IT
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IS
T R
G-004G-004
A
G
W O
R K L
IM
IT
S A
R E
A
T S
M
T S
M
R S
M
A N
S I
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J A
G
W O
R K L
IM
IT
S A
R E
A
T S
M
R S
M
T S
M
A1
SCALE: 1" = 50'
NORTH
PLAN
50' 100'0
WORK LIMITS - AREA 1
GENERAL NOTES
WITH THE COR. THE GATE MUST BE SECURED AT ALL TIMES.
1. CONSTRUCTION ACCESS THROUGH SECURITY GATE MUST BE COORDINATED
NOTES
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
-6
J J
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
-6
J J
G -0
.d g n
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
W P -2
-B -0
SITE ACCESS
CONTRACTOR
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
W L 4
W L
W L 4
W L 4
W L 4
W L 4
W L 5
W L 5
W L 5
W L 5
W L 5
W L 5
W L 5
W L 5
W
L 5
WORK LIMITS AREA 2
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
POINT
WL 44
WL 45
WL 46
WL 47
WL 48
WL 49
WL 50
WL 51
WL 52
WL 53
WL 54
WL 55
WL 56
WL 57
WL 58
NORTHING
1,812,259.21
1,812,255.07
1,812,245.88
1,812,085.28
1,812,080.71
1,812,023.23
1,811,971.07
1,811,810.51
1,811,810.02
1,811,989.53
1,812,021.40
1,812,065.03
1,812,070.47
1,812,225.96
1,812,227.26
EASTING
1,059,153.07
1,059,168.34
1,059,186.17
1,059,166.59
1,059,396.39
1,059,403.87
1,059,387.79
1,059,375.21
1,059,360.30
1,059,374.64
1,059,386.66
1,059,380.67
1,059,144.59
1,059,163.67
1,059,149.60
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:46:04 AM 8/6/2020
...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J_G-005.dgn
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L C
O U
N T
Y
IL
L
IN
O
IS
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
G
W O
R K L
IM
IT
S A
R E
A
T S
M
T S
M
R S
M
A N
S I
D
J A
G
W O
R K L
IM
IT
S A
R E
A
T S
M
R S
M
T S
M
GENERAL NOTES
EAST R
OMEO
RD
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
A1
SCALE: 1" = 30' 30' 60'0
NORTH
PLAN
T R
U E N
WORK LIMITS - AREA 2
-6
J J
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
-6
J J
G -0
.d g n
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
WITH THE COR. THE GATE MUST BE SECURED AT ALL TIMES.
1. CONSTRUCTION ACCESS THROUGH SECURITY GATE MUST BE COORDINATED
NOTES
CERTIFIED FINAL DOCUMENTS - RTA
G-005G-005
W P -2
-B -0
EXISTING 2B BUILDING
RAILROAD
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:21 AM 8/6/2020
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2 3 4 5 6 7 8 9 10
SHEET ID
C H
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A L L E S
T S
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C H
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E Y C
O N
T R
O L A
N D B
E N
C H
M A
R K
S
V-001
W P -2
-C -0
X
X
NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
EASTING (X)
DESCRIPTION
ELEV. ELEV.
NORTHING (Y)
GENERAL NOTES
N
...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J-V-001.dgn
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40 0 40 80
SCALE IN FEET
12-235-2
DISK SET ON NW CORNER OF CONCRETE PAD585.81058811.61812138.26USACE 2
12-235-1
DISK SET ON NW CORNER OF CONCRETE PAD586.081058840.111812462.75USACE 1
BRASS USACE DISK600.361058019.671811810.63PT NO. 22
BRASS USACE DISK582.841059164.981813786.14PT NO. 15
Elev. 585.80
E 1058811.60
N 1812138.26
BRASS DISK
COE 12-235-2
USACE 2
Elev. 600.36
E 1058019.67
N 1811810.63
BRASS DISK
PT. No. 22
Elev. 586.08
E 1058840.11
N 1812462.75
BRASS DISK
COE 12-235-1
USACE 1
E
R
M E
O R
O A
D
Elev. 582.84
E 1059164.98
N 1813786.14
BRASS DISK
PT. No. 15
MONUMENTS AE2554 AND AE2535.
4. ALL HORIZONTAL CONTROL POINTS ARE REFERENCED TO NGS
AMERICAN VERTICAL DATUM (NAVD) OF 1988 (U.S. FEET).
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
(NAD) 1983 (U.S. FEET).
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.
ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE TIME OF
THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY
CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM
REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING
2013 SURVEY COMPLETED BY THE CHICAGO DISTRICT AND
1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A
S T
A .0
T
O S
T A S
T A T
O S
T A
-6
J J
-6
J J -V -0
.d g n
W
IL
L C
O U
N T
Y
IL
L
IN
O
IS
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
J A
G
T S
M
T S
M
R S
M
W P -2
-B -0
FOUND DISK
EL = 586.08
E - 1058840.11
N - 1812462.75
CP "USACE 1"
G R
A V
L
T H
GRAVEL PATH
GRAVEL PATH
GRAVEL PATH
BITUMINOUS DRIVE
B I
T U
M I
N O
I
V E
BITUMINOUS ROAD
BITUMINOUS ROAD
CONC MEDIAN
P A
R K I
N G
B I
T U
M I
N O
U S
B I T
U M I
N O
U S
P
A T
H
G R
A V E L
P
A T
H
G R
A V
E L
P
A T
H
BRIDGE PIERS
G R
A V
T H
C H I
C A
G
N I
T A
Y
N A
L
GRAVEL SHOULDER
GRAVEL SHOULDER
B R I
D
E R
B R I
D
E R
B R I
D
E R
G R
A V
E L
P
A T
H
G R
A V E L
P
A T
H
GATE
R A I
L R
O
O S
S I
N G
P A
R K I
N G
B I
T
D A
V A
R G
D A
V A
R G
D A
V A
R G
D A
V A
R G
D A
V A
R G
D A
V A
R G
G R
A V
E L
B L
D G
B U I
L D I
N G
B U I
L D I
N G
B U I
L D I
N G
B U I
L D I
N G
B U I
L D I
N G
BLDG
T R
A N
S F
O R
M E
R
I
T W
A T
M P
T R
A N
S F
O R
M E
R
S T
E
T C
H
I
T
T R
A N
S F
O R
M E
R
S T
E
T C
H
C O
D
I
T
T
I
L S
T
I
L S
T
I
L S
T
I
L
SG
A T
E
G A
T E
G A
T E
G A
T E
G A
T E
G A
T E
G A
T E
G A
T E
G A
T E
G R
A V
T H
GRAVEL
PATH
GRAVEL AREA
GRAVEL AREA
B U I
L D I
N G
C O
L K
C O
L K
GENERATOR
C O
L K
C O
L K
C O
L K
B R
U
E A
B R
U
E
A
B R
U
E
A
B R
U
E A
GATE
G A
T E
G A
T E
G E
N E
R A
T O
R
A
N A
L
C H I
C A
N I
T A
R Y
FOUND DISK
EL = 600.36
E - 1058019.67
N - 1811810.63
CP "22"
FOUND DISK
EL = 586.08
E - 1058840.11
N - 1812462.75
CP "USACE 1"
FOUND DISK
EL = 585.80
E - 1058811.60
N - 1812138.26
CP "USACE 2"
BIT
BIT
C O
N
L K
C O
N
L K
C O
N
L K
FOUND DISK
EL = 600.36
E - 1058019.67
N - 1811810.63
CP "22"
D
D
H H
HH
HH
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
E
E
E
E
E
+2
+4
+6
STA.
+0
0POB
STA.
+4
PC
S T A .1 4P
T
S T A .1
P O
E
S
TA
. 1
5+
P I
RAD
-9
5.0 0'
R A
D
-9 .0
+4
+6
+8
+0
+2
+4
+6
+6
12+80
13+00
13+20
13+40
13+60
S T
A .1
P C
S T A .1
P T
STA.11+45
PC
STA.
+0
PT
STA.
+6
4POE
R A
D
.0
RAD
.00
RAD
.00
RAD
.00
S T
A . 1
P I
G-004
G-005
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A R
M Y C
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P S O
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E E
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C T I
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F
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E N
A M
L C
O U
N T
Y
IL
L
IN
O
IS
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
C-001C-001
A
G K
E Y M
A P
C
IV
IL
S
IT
E L
O C
A T
IO
N
T S
M
T S
M
J A
G K
E Y M
A P
C
IV
IL
S
IT
E L
O C
A T
IO
N
T S
M
T S
M
A1
SCALE: 1" = 60' 60' 120'0
NORTH
PLAN
-6
J J
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
R S
M
A N
S I
D
R S
M
-6
J J
C -0
.d g n
S T
A .0
T
O S
T A S
T A T
O S
T A
W P -2
-C -0
X
X
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
SITE PLAN - KEY MAP
W P -2
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
G R
A V
E L R
O A
D
G R
A V
E L R
O A
D
R A
IL
R O
A D T
R A
C K
S
EAST ROMEO RD
OVERPASS
G R
A V
E L R
O A
D
C H
IC
A G
O S
A N
IT
A R
Y A
N D S
H
IP
C
A N
A L
BUILDING
BARRIER IIA
BUILDING
BARRIER IIB
EXISTING FENCE TO REMAIN
CHAINLINK FENCE
REMOVE AND DISPOSE OF
EXISTING FENCE TO REMAIN
CHAINLINK FENCE
REMOVE AND DISPOSE OF
SECURITY GATE
EXISTING
NOTES:
1. REMOVE AND DISPOSE OF EXISTING FENCE. REMOVE FENCE TO THE
EXTENT OF REPLACEMENT FENCE LIMITS.
2. SIGNS LOCATED ON EXISTING NRG FENCE TO BE REMOVED MUST BE
REMOVED AND REPLACE ON NEW FENCE AND PLACED 25' O.C. OR AS
DIRECTED BY THE COR.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:48:52 AM 8/6/2020
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S L
A S
A L L E S
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C H
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T R
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M
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M
R S
M
A N
S I
D
J A
G
T S
M
R S
M
T S
M
A1
SCALE: 1" = 40'
NORTH
PLAN
40' 80'0
FENCE DEMOLITION PLAN
-6
J J
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
CD-101
-6
J J
C D -1
.d g n
CD-101
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
F E
N C
E D
E M
O L
IT
IO
N P
L A
N F
E N
C E D
E M
O L
IT
IO
N P
L A
N
C
IV
IL
S
IT
E C
IV
IL
S
IT
E
FENCE REMOVAL
CERTIFIED FINAL DOCUMENTS - RTA
W P -2
-B -0
5'
8'
598'
598'
598'
586'
587' 588
8'
9'
9'
0'
0'
1'
2'
3'
3'
4'
4'
4'
5'
5'
5'
6'
6'
6'
596'
596'
7'
7'
7'
8'
8'
599'
599'
599'
599'
9'
600'
GRAVEL ROAD
EDGE OF PROPOSED
FOOTPRINT
BUILDING
(TYP)
CONCRETE APRON
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
8:49:23 AM 8/6/2020
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15+20
15+40
15+60
15+
+2
10+40
10+60
10+80
11+00
11+20
11+40
11+
+8
+8
13+00
13+20
13+40
13+60
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:49:23 AM 8/6/2020
...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J_CG-101.dgn
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A R
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P S O
F E
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IN
E E
O J E
C T I
D
F
IL
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A M
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IN
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L
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S L
A S
A L L E S
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C H
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IS
T R
-6
J J
F
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H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
S T
A .0
T
O S
T A S
T A T
O S
T A
-6
J J
C G -1
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W P -2
-C -0
X
X
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
A1
SCALE: 1" = 20' 20' 40'0
NORTH
PLAN
T R
U E N
GENERAL NOTES
J A
G
T S
M
T S
M
R S
M
A N
S I
D
J A
G
T S
M
R S
M
T S
M
CG-101CG-101
E X
IS
T
IN
G A
N D P
R O
P O
S E
D C
O N
D
IT
IO
N S
E X
IS
T
IN
G A
N D P
R O
P O
S E
D C
O N
D
IT
IO
N S
G R
A D
IN
G P
L A
N G
R A
D
IN
G P
L A
N
GRADING PLAN EXISTING AND PROPOSED CONDITIONS
W P -2
-B -0
SECTIONS FOR MORE DETAILS CS-301 THRU CS-306.
REQUIRED TO LET FLOW CONTINUE DOWN THE HILL. REFER TO CROSS
DITCH. ON THE DOWNHILL SIDE OF THE ROAD, ONLY A DITCH BACKSLOPE IS
BACKSLOPE AND FORESLOPE ARE REQUIRED TO FUNNEL WATER ALONG SIDE
5. ON THE UPHILL SIDE OF THE PROPOSED ROAD, DITCHES WITH BOTH
-GRADING EXCEPT FOR ROADWAY & FOUNDATION FILL.
4. ANY CUT MATERIAL FROM THE SITE MAY BE USED AS BORROW FOR RE
COVERED BY 6 INCH OF TOPSOIL AND SEEDED, SEE SECTION 32 92 19.
3. ALL RE- GRADED AREAS THAT WILL BE EXPOSED TO EROSION MUST BE
MATCH TO EXISTING ROAD GRADE AT PROPOSED ROAD ENDPOINTS.
2. ACTUAL FIELD CONDITIONS AND PROPOSED GRADING MAY VARY SLIGHTLY.
1. ALL ELEVATIONS ARE IN FEET.
NOTES
BOAT WASHOUT STATION
PROPOSED
(TYP)
BOLLARD
CONCRETE APRON
CONCRETE APRON
(ENTRANCE)
GRAVEL ROAD
PROPOSED
(EXIT)
GRAVEL ROAD
PROPOSED
INV EL: 595.0'
3" SAN
SEE NOTE 7
INV EL: 589.0'
6" SAN
SEE NOTE 8
PLACEMENT ZONE
PLACE SEPTIC TANK
SEE NOTE 9
INV EL: 590.5'
3" SAN
CONCRETE CURB
EDGE OF CONCRETE
SEE NOTE 7
(TYP)
CONCRETE DOOR MAT
STORAGE/BOAT SHED
PROPOSED PRE-ENGINEERED
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
15+20
15+40
15+60
STA.15+00
POB
STA.15+46
PC
STA. 15
+66
PI
+2
10+40
10+60
10+80
11+00
11+20
11+40
13+00
13+20
13+40
13+60
S T A .1 0 P C
STA.10+45
PT
STA.11+45
PC
STA.13+03
PT
STA.13+64
POE
R A
D
.0
RAD 50.00'
RAD 50.00'RAD 50.00'
STA. 10+24
PI
W S
W
S
W S
W S
W
S
W S
W S
W S
W S
6W S
W S
W
S
W S
W
S
W S
W S
W S
SP03
SP04
SP02
SP01
E X
IS
T
IN
G G
R A
V E L R
O A
D
M A
T C
H L
IN
E S
E E S
H E
E T P -1
POINT
SP01
SP02
SP03
SP04
PRE-ENGINEERED STRUCTURE POINTS
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
WASHOUT STATION POINTS
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
POINT
WS01
WS02
WS03
WS04
WS05
WS06
WS07
WS08
WS09
WS10
WS11
WS12
WS13
WS14
WS15
WS16
WS17
NORTHING
1,812,281.72
1,812,263.75
1,812,281.94
1,812,283.28
1,812,287.29
1,812,307.06
1,812,308.44
1,812,308.91
1,812,344.64
1,812,326.66
1,812,317.67
1,812,316.34
1,812,312.33
1,812,292.55
1,812,291.17
1,812,290.71
1,812,264.78
EASTING
1,058,594.84
1,058,603.61
1,058,572.48
1,058,572.94
1,058,574.32
1,058,564.68
1,058,560.67
1,058,559.33
1,058,564.15
1,058,572.92
1,058,577.31
1,058,576.84
1,058,575.46
1,058,585.11
1,058,589.12
1,058,590.46
1,058,609.76
NOTES:
1. THE TOP OF SLAB FOR THE BUILDING FOUNDATION SHALL BE AT ELEVATION
601 FEET.
2. REMOVE ALL UNSATISFACTORY MATERIALS (ASPHALT GRINDINGS ARE
SATISFACTORY MATERIALS) AT AND FILL WITH CA-6 TO THE BOTTOM OF
BUILDING FOUNDATION. SEE STRUCTURAL SHEETS S-101 AND S-102 FOR SLAB
THICKNESS.
3. CONCRETE APRON SHALL MEET FLUSH WITH TOP OF SLAB AT ELEVATION 601
FEET.
4. CONCRETE DOOR MATS SHALL BE PLACED IN FRONT OF ALL EXTERIOR
BUILDING DOORS. THE CONCRETE MATS WILL MEET FLUSH WITH THE TOP OF
SLAB AT ELEVATION 601 FEET.
5. THERE SHOULD BE A 2 INCH LIP FROM THE TOP OF THE CONCRETE DOOR
MATS, CONCRETE APRON, AND SLAB FROM THE PROPOSED RE-GRADED
GROUND.
6. BOLLARDS SHALL BE PLACED 1 FOOT AWAY FROM BUILDING BOTH INSIDE
AND OUTSIDE. THE BOLLARDS WILL BE PLACED AT A 0.5 FOOT OFFSET FROM
THE EDGE OF DOOR TO EDGE OF BOLLARD. EACH OVERHEAD SECTIONAL
DOOR WILL HAVE A TWO BOLLARDS PLACED AT BOTH ENDS OF THE DOOR AS
SHOWN IN THE SHEET
7. INSTALL DROP CONNECTION AT THIS LOCATION WHERE TWO 3 INCH
SANITARY PIPES CONNECT. THE PIPE FROM BUILDING CONNECTS AT INV EL
593.75 FEET. THE PIPE FROM WASHOUT STATION CONNECTS AT INV EL 589.8
FEET. THE 6 INCH DROP CONNECTION ENDS AT INV EL 589.5 FEET AND THEN
TIES INTO THE SEPTIC TANK WITH INV EL AT APPROX 589.0 FEET. SEE DROP
CONNECTION ON SHEET CS-502 FOR DETAIL.
8. SEPTIC TANK TO BE BURIED WITHIN THE PLACEMENT SHOWN WITH MINIMUM 3
FOOT COVER.
9. SANITARY PIPE CONNECTS TO ELBOW JOINT AND TIES INTO 6"x6" DRAIN
LOCATED PARALLEL AT STATIONING 10+55.
NORTHING
1,812,213.34
1,812,249.29
1,812,293.17
1,812,257.22
EASTING
1,058,457.01
1,058,439.46
1,058,529.32
1,058,546.87
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:49:54 AM 8/6/2020
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GENERAL NOTES
C
IV
IL
S
IT
E P
L A
N C
IV
IL
S
IT
E P
L A
N
J A
G J
A G
S T
O R
A G
E /B
O A
T S
H E
D L
A Y
O U
T S
T O
R A
G E /B
O A
T S
H E
D L
A Y
O U
T -6
J J
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
A1
SCALE: 1" = 10' 10' 20'0
NORTH
PLAN
T R
U E N
CIVIL SITE PLAN - BOAT SHED AND WASHOUT STATION LAYOUT
-6
J J
C S -1
.d g n
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
CS-101CS-101
W P -2
-B -0
CERTIFIED FINAL DOCUMENTS - RTA
A1
CS-501
A1
CS-501
E1
CS-502
E1
CS-502
A V
T H
GRAVEL PATH
GRAVEL PATH
GRAVEL PATH
BRIDGE PIERS
G R
A V
T H
B R I
D
E R
G A
T E
G A
T E
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
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IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
NF 01
NF 02
NF 03
NF 04
NF 05
NF 06
NF 07
NF 08
NF 09
REFER TO NOTE 2 FOR EXCESS SOIL MANAGEMENT
NON-CONDUCTIVE FENCE, NRG
PROPOSED 7FT
& ACCESS
FENCE AS NEEDED FOR CONSTRUCTION
TEMPORARY REMOVAL OF
SEE NOTE 3
TWO 5" PVC PIPES
EXISTING CHAINLINK FENCE
TIE NON-CONDUCTIVE FENCE TO
TO REMAIN
CHAINLINK FENCE
EXISTING NRG
NOTE 3)
LEVEL GRADE (SEE
IDOT CA-6 TO
FILL AREA WITH
BRIDGE ABUTMENT
END FENCE FLUSHED WITH
NOTES:
1. CONTRACTOR MUST SUBMIT A NON-CONDUCTIVE FENCE AND GATE FOR
APPROVAL IN ACCORDANCE TO SECTION 32 31 13.53, HIGH SECURITY
NON-CONDUCTIVE FENCE AND GATES. INSTALL FENCES AND GATES AT
LOCATIONS SHOWN ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
GATE LOCATIONS MUST BE VERIFIED WITH THE COR.
2. EXCESS SOIL MATERIAL FROM NRG FENCE POST INSTALLATION WITHIN THE
FENCE LIMITS SHOWN ON THIS SHEET MUST BE STOCKPILED, TESTED, AND
DISPOSED IN ACCORDANCE TO SECTION 01 57 20.01 03, ENVIRONMENTAL
PROTECTION FOR ILLINOIS.
3. PLACE AND COMPACT IDOT CA-6 OVER EXISTING GRADE TO ACHIEVE A
LEVEL GRADE FOR FENCE PLACEMENT BETWEEN NRG FENCE AND BRIDGE
ABUTMENT. COMPACT AGGREGATE FILL TO 90% STANDARD PROCTOR (ASTM
D698). INSTALL TWO 5" PVC PIPES WITHIN IDOT CA-6 FILL LAYER FOR
POSITIVE DRAINAGE TOWARDS THE CANAL.
4. THE EXISTING OR PROPOSED FENCE SHALL BE MAINTAINED AND SECURED
AT THE CLOSE OF EACH WORK DAY TO PREVENT ACCESS TO THE ADJACENT
PROPERTIES
5. THE NON-CONDUCTIVE FENCE AND ALL OF ITS INDIVIDUAL COMPONENTS
MUST BE NON-CONDUCTIVE.
POINT
NF01
NF02
NF03
NF04
NF05
NF06
NF07
NF08
NF09
NOTHING
1,811,717.46
1,811,692.52
1,811,703.90
1,811,699.99
1,811,695.87
1,811,676.35
1,811,669.90
1,811,652.16
1,811,648.96
EASTING
1,058,320.80
1,058,321.88
1,058,653.25
1,058,683.49
1,058,692.48
1,058,708.53
1,058,740.10
1,058,755.30
1,058,751.45
NON-CONDUCTIVE FENCE NRG
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:50:25 AM 8/6/2020
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GENERAL NOTES
N O
N C
O N
D U
C T
IV
E F
E N
C E R
E P
L A
C E
M E
N T
N O
N C
O N
D U
C T
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L A
C E
M E
N T
J A
G J
A G
N R
G N
R G
A1
SCALE: 1" = 20'
NORTH
PLAN
20' 40'0
NONCONDUCTIVE FENCE REPLACEMENT - NRG
-6
J J
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
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F
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H D
IS
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A L B
A R
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CS-102
J U
L Y
CS-102
-6
J J
C S -1
.d g n
E ROMEO ROAD
W P -2
-B -0
V A
R G
D A
V A
R G
B U I
L D I
N G
B U I
L D I
N G
BLDG
I
T W
A T
M P
T R
A N
S F
O R
M E
R
S T
E
T C
H
I
T
T
I
L S
G A
T E
G A
T E
G A
T E
G A
T E
C O
N
L K
C O
N
L K
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
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L
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S L
A S
A L L E S
T S
U
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A G
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IS
T R
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T
NF 10
NF 11
NF 12
NF 13
CITGO
NON-CONDUCTIVE FENCE,
PROPOSED 7FT
EXISTING CHAINLINK FENCE
TIE NON-CONDUCTIVE FENCE TO
EXISTING CHAINLINK FENCE
TIE NON-CONDUCTIVE FENCE TO
EXISTING CHAINLINK FENCE
TIE NON-CONDUCTIVE FENCE TO
POINT
NF10
NF11
NF12
NF13
NOTHING
1,812,065.56
1,812,070.63
1,812,202.16
1,812,239.68
EASTING
1,059,394.99
1,059,149.65
1,059,166.02
1,059,170.35
NON-CONDUCTIVE FENCE CITGO
COORDINATES
ILLINOIS STATE PLANE EAST - NAD 83
NOTES:
1. CONTRACTOR MUST SUBMIT A NON-CONDUCTIVE FENCE AND GATE FOR
APPROVAL IN ACCORDANCE TO SECTION 32 31 13.53, HIGH SECURITY
NON-CONDUCTIVE FENCE AND GATES. INSTALL FENCES AND GATES AT
LOCATIONS SHOWN ACCORDING TO MANUFACTURER'S INSTRUCTIONS. GATE
LOCATIONS MUST BE VERIFIED WITH THE COR.
2. EXCESS SOIL MATERIAL FROM FENCE POST INSTALLATION SHALL BE DISPOSED
ON SITE AS DIRECTED BY THE COR.
3. THE EXISTING OR PROPOSED FENCE SHALL BE MAINTAINED AND SECURED AT
THE CLOSE OF EACH WORK DAY TO PREVENT ACCESS TO THE ADJACENT
PROPERTIES
4. THE NON-CONDUCTIVE FENCE AND ALL OF ITS INDIVIDUAL COMPONENTS
MUST BE NON-CONDUCTIVE.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:50:54 AM 8/6/2020
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GENERAL NOTES
N O
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IV
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C E R
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N T
N O
N C
O N
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IV
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J A
G J
A G
C
IT
G O
C
IT
G O
A1
SCALE: 1" = 20'
NORTH
PLAN
20' 40'0
NONCONDUCTIVE FENCE REPLACEMENT - CITGO
-6
J J
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
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D
IN
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F
IS
H D
IS
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A L B
A R
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CS-103
J U
L Y
CS-103
-6
J J
C S -1
.d g n
W P -2
-B -0
L
IC
IT
A T
IO
N N
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N E
D B
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D E
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S
IZ
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
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O J E
C T I
D
F
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A M
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A G
O
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L
IN
O
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S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
S T
A .1
P O
B
S T
A .1
P C
S T
A .1
P T
S T
A .1
P O
E
S T
A . 1
P I
R A
D -9
.0
R A
D -9
.0
12+00
12+20
12+
+6
S
TA
.1 0+
P C
S T
A .1
P T
S T
A .1
P C
S T
A .1
P T
S T
A .1
P O
E
R A D 50.00'
R A
D
.0
R A
D
.0
R A
D
.0
S T
A
P I
WS 01WS 02
WS 05
WS 09WS 16
WS 04
WS 13
WS 15
WS 06
WS 07
WS 08WS 03
WS 11
WS 10
WS 17
WS 12
WS 14
E X
IS
T
IN
G G
R A
V E
L R
O A
D
(P R
O P
O S
E D
R O
A D
E X
IT
G
R A
V
(P
O P
O S E
D
G R
A V E L R
O A
D
E N T R
A N
C E
A N
D C
S -5
F
O R T
Y P
IC
A L D
IT
C H
S E
E S
H E
E T S C
S -5
S H
O U
T S
T A
T
IO
N
P R
E -E
N G
IN
E E
R E
D S
T O
R A
G E B
U
IL
D
IN
G
F O
U N
D A
T
IO
N
602602
602602
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70
ELEV 590.85
PVI 10+00.00
E L E
V
.5
P V
C
.3
E L E
V
.3
P V I .3
E L E
V
.5
P V
T
.3
E L E
V
.5
P V I .1
GRADE =
6.0
0%
GRADE = 0.50%
e -0.41'
G2 0.500%
G1 6.000%
L 60.00'
.9
.8
.3
.4
.0
.0
.1
.6
.0
.2
.7
.8
.1
.4
.5
.0
.6
.6
.9
.2
.1
.8
.4
.4
.1
.0
.6
.5
.0
.9
.1
.2
.1
.4
.1
.5
.1
.5
.3
.6
.3
.6
.2
.7
.1
.7
.1
.8
.0
.8
.0
.9
.0
.9
.9
.0
.9
.0
.9
.1
.9
.1
.9
.2
.8
.2
.8
.3
.7
.3
.0
.4
.2
.4
P R
O P
O S
E D
E X
IS
T
IN
G
E L E
V A
T
IO
N F
E E
T
ENTRANCE ROAD PROFILE AT ROAD CENTERLINE
NOTES:
1. CENTERLINE OF THE ROAD SHALL HAVE NO CROWN (NO SLOPING FROM
CENTERLINE) AT ENDPOINTS OF BOTH THE ENTRANCE AND EXIT PROPOSED
ROAD. MINIMUM OF TWO FEET (NO SLOPE) PRIOR TO SLOPE TRANSITION AT
THE ENDPOINTS.
2. FOLLOW THE PROPOSED ROAD CROSS SECTIONS ON SHEET CS-301 THRU
CS-306 FOR CROWN SLOPE & WHERE TRANSITIONS OF SLOPE OCCUR AT
ROAD CENTERLINE.
3. THE ENTRANCE AND EXIT ROAD SHALL TIE INTO THE EXISTING GRAVEL
ROAD AS SHOWN AND BOTH ROADS WILL TIE INTO THE RESPECTIVE
PROPOSED TOP OF APRONS AT ELEVATION 600.5 FEET.
4. THE WASHOUT STATION POINT WS 09 IS LOCATED AT APPROXIMATELY
STATION 11+10. THE WASHOUT STATION POINT WS 17 IS LOCATED AT
APPROXIMATELY STATION 10+22.5.
5. THE TOTAL LENGTH OF THE WASHOUT STATION FROM POINT WS 02 TO
POINT WS 09 IS 90 FEET.
6. THE EDGE OF CONCRETE ON THE WASHOUT STATION SHOULD BE NEARLY
FLUSH WITH THE EDGE OF GRAVEL ROAD ALONG POINTS WS 17, WS 01, WS
16, WS 11, WS 10, AND WS 09.
7. TRANSITION DITCH FROM ROAD TO TIE INTO DITCH AT WASHOUT STATION
AT THE POINTS WS 17 AND WS 09.
8. CRUSHED AGGREGATE (CA-6) SHOULD BE USED AS FILL FOR THE GRAVEL
ROAD. EXCAVATE ALL ORGANIC MATERIALS PRIOR TO PLACING FILL.
9. THERE SHOULD BE 6 INCHES OF TOPSOIL PLACED OVER THE ROAD SIDE
SLOPES AND DITCHES TO BE SEEDED, SEE SPECIFICATION SECTION 32 92 19
FOR SEEDING REQUIREMENTS.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:51:25 AM 8/6/2020
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-6
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IS
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IE
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GENERAL NOTES
-6
J J
C S -1
.d g n
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
A N
S I
D
CS-104CS-104
J A
G
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
T S
M
T S
M
R S
M
J A
G
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
T S
M
R S
M
T S
M
W P -2
-B -0
E N
T R
A N
C E R
D A
T C
E N
T E
R L
IN
E E
N T
R A
N C
E R
D A
T C
E N
T E
R L
IN
L
IC
IT
A T
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N N
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S
IG
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D B
Y
D E
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D B
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D A
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C O
N T
R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
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C T I
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A M
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A G
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S L
A S
A L L E S
T S
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C H
IC
A G
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T
0 1
S T
A .1
P O
B
S T
A .1
P C
S T
A .1
P T
S T
A .1
P O
E
S T
A
P I
R A
D
-9
.0
R A
D
-9
.0
+0
12+20
12+40
12+60
0 1
S
TA
.10+00
P C
S T
A .1
P T
S T
A .1
P C
S T
A .1
P T
S T
A .1
P O
E
R A D
0.
R A
D
.0
R A
D
.0
R A
D
.0
S T
A . 1
P I
WS 01 WS 02
WS 05
WS 09 WS 16
WS 04
WS 13
WS 15
WS 06
WS 07
WS 08 WS 03
WS 11
WS 10
WS 17
WS 12
WS 14
E X
IS
T
IN
G G
R A
V E L R
O A
D
(P R
O P
O S
E D
R O
A D
E X
IT
G
R A
V
(P
O P
O S E
D
G R
A V E L R
O A
D
E N T R
A N
C E
A N
D C
S -5
F
O R T
Y P
IC
A L D
IT
C H
S E
E S
H E
E T S C
S -5
S H
O U
T S
T A
T
IO
N
P R
E -E
N G
IN
E E
R E
D S
T O
R A
G E B
U
IL
D
IN
G
F O
U N
D A
T
IO
N
602602
602602
15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00
ELEV 600.50
PVI 15+00.00
E L E
V
.1
P V
C
.1
E L E
V
.5
P V I .1
E L E
V
.7
P V
T
.1
ELEV 593.89
PVI 15+98.95
GRADE = -6.00%
GRADE = -8.00%
e -0.05'
G2 -8.000%
G1 -6.000%
L 20.00'
.1
.5
.0
.9
.0
.3
.9
.7
.7
.1
.5
.5
.1
.8
.6
.1
.0
.4
.3
.6
P R
O P
O S
E D
E X
IS
T
IN
G
E L E
V A
T
IO
N F
E E
T
EXIT ROAD PROFILE AT ROAD CENTERLINE
NOTES:
1. CENTERLINE OF THE ROAD SHALL HAVE NO CROWN (NO SLOPING FROM
CENTERLINE) AT ENDPOINTS OF BOTH THE ENTRANCE AND EXIT PROPOSED
ROAD. MINIMUM OF TWO FEET (NO SLOPE) PRIOR TO SLOPE TRANSITION AT
THE ENDPOINTS.
2. FOLLOW THE PROPOSED ROAD CROSS SECTIONS ON SHEET CS-301 THRU
CS-306 FOR CROWN SLOPE & WHERE TRANSITIONS OF SLOPE OCCUR AT
ROAD CENTERLINE.
3. THE ENTRANCE AND EXIT ROAD SHALL TIE INTO THE EXISTING GRAVEL
ROAD AS SHOWN AND BOTH ROADS WILL TIE INTO THE RESPECTIVE
PROPOSED TOP OF APRONS AT ELEVATION 600.5 FEET.
4. THE WASHOUT STATION POINT WS 09 IS LOCATED AT APPROXIMATELY
STATION 11+10. THE WASHOUT STATION POINT WS 17 IS LOCATED AT
APPROXIMATELY STATION 10+22.5.
5. THE TOTAL LENGTH OF THE WASHOUT STATION FROM POINT WS 02 TO
POINT WS 09 IS 90 FEET.
6. THE EDGE OF CONCRETE ON THE WASHOUT STATION SHOULD BE NEARLY
FLUSH WITH THE EDGE OF GRAVEL ROAD ALONG POINTS WS 17, WS 01, WS
16, WS 11, WS 10, AND WS 09.
7. TRANSITION DITCH FROM ROAD TO TIE INTO DITCH AT WASHOUT STATION
AT THE POINTS WS 17 AND WS 09.
8. CRUSHED AGGREGATE (CA-6) SHOULD BE USED AS FILL FOR THE GRAVEL
ROAD. EXCAVATE ALL ORGANIC MATERIALS PRIOR TO PLACING FILL.
9. THERE SHOULD BE 6 INCHES OF TOPSOIL PLACED OVER THE ROAD SIDE
SLOPES AND DITCHES TO BE SEEDED, SEE SPECIFICATION SECTION 32 92 19
FOR SEEDING REQUIREMENTS.
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J J
C S -1
.d g n
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
L C
O U
N T
Y
IL
L
IN
O
IS
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
-6
J J
W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
Y
GENERAL NOTES
A N
S I
D
CS-105CS-105
J A
G
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
T S
M
T S
M
R S
M
J A
G
S T
A T
IO
N
T
O S
T A
T
IO
N
P L
A N A
N D P
R O
F
IL
E
T S
M
R S
M
T S
M
W P -2
-B -0
E X
IT
R
D A
T C
E N
T E
R L
IN
E E
X
IT
R
D A
T C
E N
T E
R L
IN
ROAD CENTERLINE
EXISTING GROUND
TOP OF GRAVEL ROAD
CURB
TOP OF CONCRETE
WASHOUT STATION
DITCH BOTTOM
BACKSLOPE
2.5:1 FORESLOPE/
UNDER EXISTING GRADE
ROAD SHOULDER IS AT OR
EXISTING GROUND WHEN
0.5% MIN SLOPE TO
UNDER EXISTING GRADE
ROAD SHOULDER IS AT OR
EXISTING GROUND WHEN
0.5% MIN SLOPE TO
TO EXISTING ROADWAY
PROPOSED ROAD CONNECTS
FLATTEN DITCH AS
ROADWAY GRADE
MATCH TO EXISTING
TO EXISTING ROADWAY
PROPOSED ROAD CONNECTS
FLATTEN DITCH AS
DITCH
WASHOUT STATION
TRANSITION INTO
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
587'
588'
589'
590'
591'
592'
593'
594'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'
10+00.0000
587'
588'
589'
590'
591'
592'
593'
594'
588'
589'
590'
591'
592'
593'
594'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-25'
10+10.0000
588'
589'
590'
591'
592'
593'
594'
588'
589'
590'
591'
592'
593'
594'
595'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-25'
10+20.0000
588'
589'
590'
591'
592'
593'
594'
595'
588'
589'
590'
591'
592'
593'
594'
595'
596'
597'
598' E
L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+30.0000
588'
589'
590'
591'
592'
593'
594'
595'
596'
597'
598'
589'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+40.0000
589'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+50.0000
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+55.0000
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+60.0000
590'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
-35'
FEET MINIMUM. (I.E. CROWN TO FLAT, SIDE SLOPE TO CROWN, ETC.)
4. ROAD CREST TRANSITIONS SHOULD OCCUR OVER A DISTANCE OF 2O
STRUCTURAL SHEETS.
3. FOR ROADWAY AND WASHOUT STATION THICKNESS REFER TO THE
OR SHOWN.
2. FOLLOW TYPICAL CROSS SECTIONS UNLESS OTHERWISE SPECIFIED
SECTIONS ON SHEETS CS-501 THRU CS-503 FOR MORE DETAILS.
1. FOR THE CROSS SECTIONS ON SHEETS CS-301 THRU CS-306 SEE TYP
NOTES:
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...\West Side Storage Building - 114466-616J6J\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\114466-616J6J_CS-301.dgn
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
O J E
C T I
D
F
IL
E N
A M
L C
O U
N T
Y
IL
L
IN
O
IS
C H
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
J A
G E
N T
R A
N C
E R
O A
D
C R
O S
S S
E C
T
IO
N S
-6
J J
T S
M
T S
M
R S
M
A N
S I
D
F
IS
H D
IS
P E
R S
A L B
A R
R
IE
R J
U L
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J A
G E
N T
R A
N C
E R
O A
D
C R
O S
S S
E C
T
IO
N S
T S
M
R S
M
T S
M
A1
SCALE: 1" = 10' 10' 20'0
CROSS SECTIONS: ENTRANCE ROAD STA 10+00 TO 10+60
S T
A
T
O S
T A
S T
A
T
O S
T A
CS-301
-6
J J
C S -3
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W P -2
-C -0
X
X
S T
A .0
T
O S
T A S
T A T
O S
T A
W E
S T S
ID
E S
T O
R A
G E B
O A
T S
H E
D B
U
IL
D
IN
G
CS-301
W P -2
-B -0
TOP OF GRAVEL ROAD
TOP OF CONCRETE
WASHOUT STATION
DITCH BOTTOM
BACKSLOPE
2.5:1 FORESLOPE/
CURB
UNDER EXISTING GRADE
ROAD SHOULDER IS AT OR
EXISTING GROUND WHEN
0.5% MIN SLOPE TO
(CREST)
ROAD CENTERLINE
DITCH
WASHOUT STATION
TRANSITION INTO
4:1 FORESLOPE
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
O J E
C T I
D
F
IL
E N
A M
IC
A G
O
IL
L
IN
O
IS
S L
A S
A L L E S
T S
U
IT
E
C H
IC
A G
O D
IS
T R
IC
T
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
601'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+70.0000
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
601'
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
601'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+80.0000
591'
592'
593'
594'
595'
596'
597'
598'
599'
600'
601'
592'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-30'-40'-50'
10+90.0000
592'
593'
594'
595'
596'
597'
598'
599'
600'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N 0' 10' 20' 25'-10'-20'-30'-40'-50'
11+00.0000
593'
594'
595'
596'
597'
598'
599'
600'
593'
594'
595'
596'
597'
598'
599'
600'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-25'
11+10.0000
593'
594'
595'
596'
597'
598'
599'
600'
594'
595'
596'
597'
598'
599'
600'
601'
E L E
V A
T
IO
N 0' 10' 20' 25'-10'-20'-25'
11+20.0000
594'
595'
596'
597'
598'
599'
600'
601'
594'
595'
596'
597'
598'
599'
600'
601'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-25'
11+30.0000
594'
595'
596'
597'
598'
599'
600'
601'
595'
596'
597'
598'
599'
600'
601'
E L E
V A
T
IO
N
0' 10' 20' 25'-10'-20'-25'
11+40.0000
595'
596…
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