W912EK23B0001 Drawings - VOL 102 - MCLD_MDL_UTILITY_RELOS.pdf
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- Solicitation number
- W912EK23B0001
About this file
This document provides details for a federal solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Rock Island is seeking proposals for work on the Cedar River Flood Risk Management Project Reach 1 in Cedar Rapids, Iowa. Services required under the solicitation include construction of a new channel for Mcloud Run Middle Reach, a new trail bridge, floodwall, and road raise of 10th St NE. Proposals are due by the date listed in the solicitation. The award date and other contractual terms are also outlined therein. Pricing, small business set-asides, and additional agency details relevant to responding to the solicitation are provided.
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Digitally signed by BARNES.ANDREW.G.1248281924 Date: 2023.08.03 17:32:39 -05'00'
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
WXXXXX-XX-X-XXX
GI002
ROCK ISLAND DISTRICT
of Engineers
US Army Corps
...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\_Sheets\B5CEDRPD202002_VOL102_GI002
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IOWA RIVER BASIN
CEDAR RIVER
CEDAR RAPIDS, IOWA
CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT
W912EK23B0001
CITY OF CEDAR RAPIDS
DATEFLOOD CONTROL PROGRAM MANAGER
FOR USACE SOLICITATION.
THIS ENGINEERING DOCUMENT IS RECOMMENDED
CITY OF CEDAR RAPIDS
DATE
FOR USACE SOLICITATION.
THIS ENGINEERING DOCUMENT IS RECOMMENDED
CITY OF CEDAR RAPIDS
DATE
FOR USACE SOLICITATION.
THIS ENGINEERING DOCUMENT IS RECOMMENDED
CITY OF CEDAR RAPIDS
DATE
FOR USACE SOLICITATION.
THIS ENGINEERING DOCUMENT IS RECOMMENDED
CITY ENGINEER UTILITIES DEPARTMENT
TRAFFIC ENGINEER
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MCLOUD RUN MIDDLE REACH UTILITY RELOCATIONS
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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
CONTRACTING OFFICERCO
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
BACK FACEBF
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 FINISH OR FRONT FACEFF
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
ELEVATIONELEV
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
DISTANCEDIST
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
LONG LEG VERTICALLLV
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
FLOODWALLFW
FUTUREFUT
FURRINGFURG
FOOTINGFTG
FEETFT
FASTEN(ER)FSTNR
FULL SIZEFS
FIRE-RETARDANTFRT
CONCPRESTRESSED 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
POINT OF ENDPOE
POINT OF BEGINNINGPOB
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
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
SMOOTH STEEL PIPESSP
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
UNLESS NOTED OTHERWISEUNO
UNFINISHEDUNFIN
UNEXCAVATEDUNEX
UNDERWRITERS LABORATORIESUL
UNIT HEATERUH
UNDERGROUNDUGND
UNIT COOLERUC
USE AS CONSTRUCTEDU.A.C.
TYPICALTYP
TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
TOP OF CONCRETETOC
TOP OFTO
TACKSTRIPTKS
TACKBOARDTK BD
THRESHOLDTHRES
THICK(NESS)THK
TRUSS HEADTH
B
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_GI005
GI005
A
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H D
R
S L
A M
B
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R A
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FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DRAWING WHERE SHOWN
SMALL CONDITIONS DETAIL INDICATOR
SCALE REFERENCE
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
EXTERIOR ELEVATION
MARK No. CALLOUT MARK TITLE
4 REQ'D
PART
PART
SEQUENCE NUMBER
DRAWING WHERE SHOWN
MARK PREFIX
QUANTITY REQUIRED
DRAWING WHERE SHOWN
DETAIL BOUNDRY
A-302
DRAWING WHERE SHOWN
S-706
OBJECT REFERENCED
S-506
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
A-201 A-201 A-202 A-202
C
T - TELECOMMUNICATIONS
E - ELECTRICAL
M - MECHANICAL
F - FIRE PROTECTION
Q - EQUIPMENT
A - ARCHITECTURAL
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
V - SURVEY/MAPPING
G - GENERAL
DRAWING SET TABLE OF CONTENTS
LINE SYMBOL KEY
MATERIAL SYMBOL KEY
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
FEET-INCHES
EQUAL TO
NUMBER
PERCENT
ELEVATION DATUM INDICATOR
KEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
DEGREE(S)
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X'-X"
EL 45.0
14 14OR
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Mk. M-614-6
BUSHING MARK M-614-6
C4C4
D7
G3 F5
D7
WALL SECTION
SCALE: 1/4"=1'-0"
IDENTIFICATION
0 4' 8'2'
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
B7 A4
C3 D8
A3
F6
D6
DRAWING AREA TITLE
A1 30' 60'00 10' 20'
DIKE CROSS SECTION STA 2+30 TO STA 5+43
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'
IDENTIFICATION
SCALE REFERENCE
GRAPHIC SCALES
REDUCED TO FIT
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
OUT IN DETAIL
LOCATION CALLED
AND MARK No.
NOMENCLATURE
SURVEY LEGEND
BUSH
CONIFEROUS TREE
SIGN
DECIDUOUS TREE
LIGHT POLE W/ MAST
WATER BLOWOFF
CLEANOUT, STORM OR SANITARY
VALVE, WATER OR GAS
GRATE INTAKE
DRAINAGE/SANITARY/UTILITY MANHOLE
UTILITY POLE
FIRE HYDRANT
LIGHT POLE W/O MAST
ACC / PCC / CURB
GAS*
EXISTING
FIBER OPTIC CABLE*
ELECTRIC (OVERHEAD)*
CENTERLINE
BUILDING
WALL
FENCE
TELEPHONE*
STORM SEWER
SANITARY SEWER
WATER
RAILROAD TRACK
ROAD EDGE
EXISTING SITE FEATURES
SIDEWALK/TRAILS
CHANNEL
PAVEMENT MARKINGS
EXTERIOR LIGHTS
IDENTITY SYMBOL KEY
X
GENERAL LEGEND
WATER MAIN
DEMOLITION/REMOVAL
COMMUNICATION, UNDERGROUND
CULVERT
DITCH
ELECTRICAL PRIMARY, OVERHEAD
ELECTRICAL PRIMARY, UNDERGROUND
ELECTRICAL SECONDARY, OVERHEAD
OBJECT CENTERLINE
GUARDRAIL
RIGHT-OF-WAY
PROPERTY LINE
COMMUNICATION, OVERHEAD
FIBER OPTIC, UNDERGROUND
FENCE, SECURITY
FENCE, ORNAMENTAL
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PROTECT VEGETATION
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ITEM TO BE REMOVED
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739.40
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21468
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T
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W -1 x
A H E
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C L O S E
D
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D E T O
U R
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D
W -1 x
A H E
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W20-1
48" x 48"
A H E A D
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48" x 48"
A H E
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DEVICES TO ROUTE
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SEWER BYPASS
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USE 42" CHANNELIZERS
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B
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48" x 48"
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T H
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M4-9R
30" x 24"
M4-9R
30" x 24"
M -9
L
" x
M -9
R
" x 2
M 4- 9L x
M -9
L x
M -9
R x
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48" x 48"
GI007
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_GI006
GI006
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A F F
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SHALL BE BY THE METHOD APPROVED BY THE ENGINEER.
TEMPORARY TRAFFIC CONTROL FEATURES OR NEW PAVEMENT MARKINGS
REMOVAL OF EXISTING PAVEMENT MARKINGS IN CONFLICT WITH 4.
PRIOR TO OPENING ROADWAYS TO TRAFFIC, UNLESS OTHERWISE NOTED.
ALL PERMANENT PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED 3.
TEMPORARY TRAFFIC CONTROL.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SUDAS SECTION 8030 - 2.
STAGE TRANSITIONS.
ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ROADWAY CLOSURES AND
STAGES OF WORK. WRITTEN NOTICE SHALL BE PROVEDED TO THE
PROVIDING DETAILED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR ALL
APPROVED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR
TRAFFIC CONTROL PLAN. CHANGES TO THE STAGING PLAN MUST BE
MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND 1.
GENERAL SHEET NOTES
A1
TRAFFIC CONTROL PLAN
SCALE: 1" = 200' 400'0 200'
NORTH
PLAN
B
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21468
751.52
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24"
2" 3" 6" 3" 6"2" 2"
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D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
O J E
C T C
O
E
K
B
SOLICITATION
B
C E
D R
P D
J U
L Y
C E
D A
R R
IV
E R
C E
D A
R R
A P
ID
S
IA
M
K U
R E
K
H D
R
IO
W
A R
IV
E R B
A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
T
H S
T R
E E
T N
E
J AVE
S
G W
C B
D
D
C I
D
C I
DC
I D
C I
T
H S
T R
E E
T N
E
MCLOUD RUN
J AVENUE NE
T
H S
T R
E E
T N
E
IN
T
E R
S T
A T
E
SIERRA COURT NE
SANITARY MANHOLE
NORTH SIDE OF
TRAIL TRAFFIC ON
DEVICES TO ROUTE
42" CHANNELIZING
CONTRACTOR TO USE
C L O S E
D
R O
A D
C
LO
S E D
R O
A D
WORK AREA
S
IE
R R
A D
R
IV
E N
E U S E S
TR
E E T
B
IK
E S
U S E S
T R E E T
B
IK
E S
AHEAD W
ORK ROAD
W20-1
48" x 48"
T H
R U T
R A F F
IC
T O
R O
A D C
L O S E
D
D E T O
U R
D E T O
U R
M -9
A S
D E T O
U R
M -9
A R
C L O S E
D
T R
A
IL
R -9
D E T O
U R
C
LO
S E D
T R A
ILR
-9
D E T O
U R
M -9
A L
JST NE
"J ST NE"
BLACK ON ORANGE
0.1" INDENT
0.3" BORDER
1.5" RADIUS
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_GI007
GI007
A
IK
E N
H D
R
S L
A M
B
H
L E
S S
H D
R
SHALL BE BY THE METHOD APPROVED BY THE ENGINEER.
TEMPORARY TRAFFIC CONTROL FEATURES OR NEW PAVEMENT MARKINGS
REMOVAL OF EXISTING PAVEMENT MARKINGS IN CONFLICT WITH 4.
PRIOR TO OPENING ROADWAYS TO TRAFFIC, UNLESS OTHERWISE NOTED.
ALL PERMANENT PAVEMENT MARKINGS AND SIGNAGE SHALL BE INSTALLED 3.
TEMPORARY TRAFFIC CONTROL.
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SUDAS SECTION 8030 - 2.
STAGE TRANSITIONS.
ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ROADWAY CLOSURES AND
STAGES OF WORK. WRITTEN NOTICE SHALL BE PROVEDED TO THE
PROVIDING DETAILED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR ALL
APPROVED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR
TRAFFIC CONTROL PLAN. CHANGES TO THE STAGING PLAN MUST BE
MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND 1.
GENERAL SHEET NOTES
D1
TRAFFIC CONTROL PLAN
100'0 50'
NORTH
PLAN
SCALE: 1" = 50'
A1
SCALE: NTS
SUPPLEMENTAL SIGNAGE DETAIL
T R
A F F
IC
C
O N
T R
O L P
L A
N
B
C E
D R
P D
V O
L
G I0
.D
.2
M H
S T
.2
M H
S T
.0
M H
S T
.1
M H
S T
.4
M H
S S
325.31'
6'
123.26'
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
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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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
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C T C
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K
B
SOLICITATION
B
C E
D R
P D
J U
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C E
D A
R R
IV
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C E
D A
R R
A P
ID
S
IA
M
K U
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H D
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IO
W
A R
IV
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A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
J A
V E
N U
E N
E
10TH STREET NE
INTERSTATE 380
M C
L O
U D R
U N
M
CLO
UD RUN
= STA. 105+92.33, 12.45' RT (10TH ST)
STA. 50+00.00 (SANITARY)
SANITARY SEWER
REMOVE ABANDONED
SANITARY SEWER
REMOVE ABANDONED
WORK LIMITS
WORK LIMITS
= STA. 205+72.96, 4.57' LT (10TH ST)
STA. 55+88.26 (SANITARY)
P O
B
S T
A .0
P O
E
S T
A .2
SANITARY MANHOLE
REMOVE EXISTING
(SANITARY)
STA. 52+00.77, 19.42 RT
VOL107
ALIGNMENT
FLOODWALL
IADOT ROW
SANITARY MANHOLE
REMOVE EXISTING
BYPASS PUMPING
SANITARY SEWER
FOR BYPASS PUMPING
DISCHARGE MANHOLE
SANITARY MANHOLE
NEAREST DOWNSTREAM
DISCHARGE INTO
BYPASS PUMPING
E = 5419339.9190
N = 3467775.3980
MANHOLE SW-301
STA. 205+62.96, 4.86' LT (10TH ST)
STA. 55+78.26 (SANITARY) =
E = 5419351.1638
N = 3468108.1680
GATEWELL WITH CLOSURE GATE
= STA. 99+73.98, 15' RT (FLOODWALL)
= STA. 202+29.67, 4.73' LT (10TH ST)
STA. 52+45.30 (SANITARY)E = 5419355.5448
N = 3468237.8159
MANHOLE SW-301
= STA. 201+00.00, 0.52' RT (10TH ST)
STA. 51+15.57 (SANITARY)
200+00
210+00
205+00
201+00
202+00 203+00
204+00 206+00 207+00
209+00
S
S
GW
99+00
100+00
101+
50+00 51+00 52+00 53+00 54+00 55+00 56+00
EXISTING GRADE
BOTTOM WELL EL. = 718.00
S T
A
.3
S A
N
IT
A R
Y S
E W
E R G
A T
E W
E L L
W /C
L O
S U
R E G
A T
E
R
IM
.8
R C
P I
N V
.3
IN
R C
P I
N V
.3
O U
T
S E
E S
S S
H E
E T S F
O R D
E T
A
IL
S
S T
A
.5
S W -3
D
IA
M
H
R
IM
.4
R C
P I
N V
.4
IN
R C
P I
N V
.4
O U
T
S E
E C
U F
O R D
E T
A
IL
S
S T
A
.2
S W -3
D
IA
M
H
R
IM
.9
R C
P I
N V
.2
IN
R C
P I
N V
.2
O U
T
S E
E C
U F
O R D
E T
A
IL
S
S T
A
.0
E X
IS
T
IN
G M
H
R
IM
.7
F
L I
N
.4
E
F
L I
N
.6
W
F
L O
U T
.4
750 750
SEWER PIPE
SANITARY
EXISTING 30"
PROTECTED
SIDE
FLOOD
SIDE
E X
S T
D
IP
W
A T
E R
L
IN
E
W
IT
H
S
T E
E L C
A S
IN
G
E L
.5
S E
E D
/C
U
STAINLESS STEEL SHEAR RING
FLEXIBLE RUBBER ADAPTER WITH
CONNECT TO EXISTING PIPE USING
APPROX INV = 719.21
STA 55+84.26
123.3± LF
30" CLASS IV RCP
0.04% SLOPE
325.4± LF
30" CLASS IV RCP
0.04% SLOPE
DESIGN GRADE
S T
A
.0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:00:48 AM 7/12/2023
...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU101
CU101
L
A M
B
H
N
IT
A R
Y S
E W
E R P
L A
N A
N D P
R O
F
IL
E
A1
SANITARY SEWER PROFILE
SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 4' 40' 80'0 4' 8'0
E1
SANITARY SEWER PLAN
SCALE: 1" = 40' 40' 80'0
NORTH
PLAN
TRUE N
B
C E
D R
P D
V O
L
C U
.D
G N
INTERRUPTIONS.
CUSTOMERS BY SCHEDULING AFTER HOURS WATER SERVICE
NO MONETARY OR TIME COMPENSATION WILL BE MADE TO ACCOMMODATE 6.
CURB STOP AND REPORT IT TO WATER DIVISION.
DIAMETER AND MATERIAL OF THE EXPOSED PORTION ON EACH SIDE OF THE
SERVICE LINE IS EXPOSED, THE CONTRACTOR IS TO RECORD THE ADDRESS,
SERVICE LINE THAT IS DAMAGED, REPLACED OR RECONNECTED. IF THE
CONTRACTOR IS RESPONSIBLE TO FLUSH AND BLEED AIR FROM ANY WATER 5.
24-HOUR MINIMUM NOTICE.
PROJECT OR CONTACT THE WATER ENGINEERING TO SCHEDULE WITH
THAT WORK. COORDINATE WITH THE WATER INSPECTOR ASSIGNED TO THE
WATER MAIN AND WATER DIVISION PERSONNEL ARE TO BE ON SITE DURING
REQUIRED TO LOCATE AND EXPOSE (POTHOLE OR VAC EXCAVATE) THE
OF A MARKED 16 INCH OR LARGER WATER MAIN, THE CONTRACTOR IS
FOR DIRECTIONAL DRILLING CROSSINGS OR INSTALLATIONS WITHIN 6 FEET 4.
ENGINEERING TO SCHEDULE WITH 24-HOUR MINIMUM NOTICE.
WATER INSPECTOR ASSIGNED TO THE PROJECT OR CONTACT WATER
WATER DIVISION PERSONNEL FOR THAT WORK. COORDINATE WITH THE
WATER MAINS, THE CONTRACTOR IS REQUIRED TO SCHEDULE STAND-BY
FOR ANY EXCAVATION WITHIN 6 FEET OF A MARKED 16 INCH OR LARGER 3.
- OTHER WATER DISTRIBUTION RELATED SERVICES.
- WATER MAIN DISINFECTION AND HYDROSTATIC TESTING.
- WATER MAIN FILL AND FLUSH.
- WATER TAP LARGER THAN 2 INCHES AND UP TO 12 INCHES.
- WATER TAP 2 INCHES OR SMALLER.
- 48-HOUR MINIMUM NOTICE REQUIRED FOR EACH OF THE FOLLOWING:
- WATER CONSTRUCTION START AND STOP.
- 5-DAY MINIMUM NOTICE REQUIRED FOR:
FOLLOWING WORK REQUESTS:
WATER-ENGINEERING-ADMIN@CEDAR-RAPIDS.ORG TO SCHEDULE THE
CONTACT WATER ENGINEERING AT 319-286-5950 OR 2.
PERSONNEL.
WATER INSPECTION SERVICES ARE PROVIDED BY WATER DIVISION 1.
WATERMAIN NOTES
T S
H A
N N
O N
H D
R
L
B R
IT
T
H D
R
DEPTH AND LOCATION PRIOR TO SANITARY SEWER WORK.
CONTRACTOR SHALL POT HOLE EXISTING WATER MAIN TO DETERMINE 2.
THE CEDAR RAPIDS SUPPLEMENTAL SPECIFICATION TO SUDAS.
TWO-PIECE CASTING WITH CONCRETE COLLAR PER DETAIL 7010.999.103 OF
PAVEMENT BOXOUTS FOR SANITARY SEWER MANHOLES SHALL BE FOR 1.
SHEET KEYNOTES
VERIFY EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.
MAPPING WITHIN THIS PLAN SET AND AERIAL PHOTO MAY BE OUT OF DATE.
SHAVER ROAD IMPROVEMENTS HAVE BEEN COMPLETED. SOME EXISTING 3.
FLOODWALL ITEMS.
SEE VOL 101 PLAN SET FOR ROADWAY ITEMS. SEE VOL 107 PLAN SET FOR 2.
PROJECTS.
COORDINATE AND STAGE CONSTRUCTION AS NECESSARY WITH OTHER 1.
GENERAL SHEET NOTES
GW
.0
M H
S T
.1
M H
S T
.4
M H
S S
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
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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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
O J E
C T C
O
E
K
B
SOLICITATION
B
C E
D R
P D
J U
L Y
C E
D A
R R
IV
E R
C E
D A
R R
A P
ID
S
IA
M
K U
R E
K
H D
R
IO
W
A R
IV
E R B
A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
S-13
S-12 S-15
S-17
S-16
S-6
S-4
S-5
P-5
P-4
P-17
P-16
P-15
10TH STREET NE
J A
V E
ALIGNMENT
FLOODWALL
S-14
STORM SEWER
REMOVE 150 LF
STORM SEWER
REMOVE 274 LF
WORK LIMITS
STA. 205+25.00 LT
REMOVE INTAKE
P-13
P-12
STORM SEWER
REMOVE 29 LF
WORK LIMITS
STA. 205+25.00 RT
REMOVE INTAKE
S-10
REFER TO VOL101 PLAN SET
DITCH GRADING BY OTHERS.
DITCH CENTERLINE AND
99+00
100+00
CHAINLINK FENCE BY OTHERS
REMOVAL AND REPLACEMENT OF
SIGN REMOVAL BY OTHERS
200+00
201+00
202+00
203+00
204+00
CB
CB
D
D
CI
D
CI
D
CI
D
CID
CI
D
CI
200+00 203+00
F L
.3
3.14%
77'-15" 2000D
P-15
201+00 202+00 204+00
EXISTING GRADE
REQUIRED
NO CORING
MANHOLE,
EXISTING
CONNECT TO
EX. 15" INV OUT (W) = 730.41
15" INV IN (S) = 730.88
EX. 15" INV IN (NE) = 733.81
F.G. 739.62
200+74.95 21.32' LT
U.A.C. STRUCTURE
S-10
15" INV OUT (N) = 733.30
15" INV IN (W) = 733.60
F.G. 739.50
201+50 22.00' LT
SW-513
S-15
EXISTING ELEVATION
CONTRACTOR TO MATCH
DESIGN GRADE
CU102
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU102
D1
SCALE: 1" = 20' 20' 40'0
NORTH
PLAN
TRUE N
A1
10TH STREET NE STORM SEWER PLAN STA. 200+00 TO STA. 204+00
10TH STREET NE STORM SEWER PROFILE STA. 200+00 TO STA. 204+00
20' 40'0 2' 4'0SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 2'
FLOODWALL ITEMS.
SEE VOL 101 PLAN SET FOR ROADWAY ITEMS. SEE VOL 107 PLAN SET FOR 2.
PROJECTS.
COORDINATE AND STAGE CONSTRUCTION AS NECESSARY WITH OTHER 1.
GENERAL SHEET NOTES
P L
A N A
N D P
R O
F
IL
T
H S
T R
E E
T N
E S
T O
R M S
E W
E R
B
C E
D R
P D
V O
L
C U
.D
G N
SHEET KEYNOTES
LOCATION PRIOR TO SANITARY SEWER WORK.
CONTRACTOR SHALL POTHOLE WATER MAIN TO DETERMINE DEPTH AND 2.
CONSTRUCTION.
CONSTRUCTION. WATER MAIN TO REMAIN IN SERVICE THROUGHOUT
PROTECT EXISTING WATER MAIN DURING STORM SEWER AND SANITARY
CONTRACTOR TO USE ADDITIONAL SHEETING, SHORING AND BRACING TO 1.
M
K L
IN
E
H D
R
M
K U
R E
K
H D
R
M
K L
IN
E
H
.2
M H
S T
.2
M H
S T
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
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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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
O J E
C T C
O
E
K
B
SOLICITATION
B
C E
D R
P D
J U
L Y
C E
D A
R R
IV
E R
C E
D A
R R
A P
ID
S
IA
M
K U
R E
K
H D
R
IO
W
A R
IV
E R B
A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
S-2
S-1
P-1
P-3
P-2
S-6
S-4
S-5
P-5
P-4
10TH STREET NE
STA. 205+00.00 RT
REMOVE INTAKE
STA. 205+00.00 LT
REMOVE INTAKE
WORK LIMITS
STORM SEWER
REMOVE 29 LF
S-3 WORK LIMITS
FROM STA 206+00 TO STA 207+81
30" CURB AND GUTTER SECTION
REMOVE AND REPLACE
REFER TO VOL101 PLAN SET
DITCH GRADING BY OTHERS.
DITCH CENTERLINE AND
FROM STA 206+00 TO STA 207+75
OF EXISTING CHAINLINK FENCE
REMOVAL AND REINSTALLATION
205+00 204+00
206+00 207+00
CB
D
CI
D
CI
D
CI
D
CI
0.31%
274'-15" 2000D
P-1
1.12%
98'-15" 2000D
P-2
F L
.7
F L
.6
F L
.3
F L
.5
207+00205+00 206+00 208+00204+00
EXISTING GRADE
CORING REQUIRED
EXISTING INTAKE,
CONNECT TO
15" INV OUT (S) = 734.70
15" INV IN (E) = 735.00
15" INV IN (W) = 735.00
F.G. 741.31
204+00 10.5' LT
SW-507
S-4
15" INV OUT (S) = 733.35
15" INV IN (N) = 733.65
15" INV IN (W) = 733.65
F.G. 737.96
205+00 10.5' LT
SW-509
S-2
EX. 15" INV OUT (S) = 732.52
15" INV IN (N) = 732.52
EX. 15" INV IN (W) = 732.52
F.G. 736.52
207+75 13.00' LT
U.A.C. STRUCTURE
S-1
DESIGN GRADE
CU103
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:03:22 AM 7/12/2023
...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU103
D1
SCALE: 1" = 20' 20' 40'0
NORTH
PLAN
TRUE N
A1 20' 40'0
10TH STREET NE STORM SEWER PLAN STA. 204+00 TO STA. 208+00
10TH STREET NE STORM SEWER PROFILE STA. 204+00 TO STA. 208+00
SCALE: HORIZONTAL 1" = 20' VERTICAL 1" = 2' 2' 4'0
FLOODWALL ITEMS.
SEE VOL 101 PLAN SET FOR ROADWAY ITEMS. SEE VOL 107 PLAN SET FOR 2.
PROJECTS.
COORDINATE AND STAGE CONSTRUCTION AS NECESSARY WITH OTHER 1.
GENERAL SHEET NOTES
P L
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F L
.6
F L
.8
F L
.1
F L
.5
2.86%
11'-15" 2000D
P-16
1.91%
25'-15" 2000D
P-17
15" INV OUT (N) = 733.30
15" INV IN (W) = 733.60
F.G. 739.50
201+50 22' LT
SW-513
S-15 15" INV OUT (E) = 733.80
15" INV IN (W) = 734.10
F.G. 740.89
201+50 10.5' LT
SW-507
S-16
15" INV OUT (E) = 734.50
F.G. 740.92
201+50 10.5' RT
SW-507
S-17
F L
.5
F L
.4
0.52%
25'-15" 2000D
P-12
15" INV OUT (E) = 735.53
F.G. 738.72
200+50.79 13.66' RT
SW-509
S-13
15" INV OUT (S) = 735.30
15" INV IN (E) = 735.40
F.G. 738.47
200+49 10.5' LT
SW-509
S-12
F L
.3
F L
.0
F L
.0
F L
.0
3.37%
13'-15" 2000D
P-4 4.76%
25'-15" 2000D
P-5
15" INV OUT (S) = 734.70
15" INV IN (E) = 735.00
15" INV IN (W) = 735.00
F.G. 741.31
204+00 10.5' LT
SW-507
S-4
15" INV OUT (E) = 735.30
F.G. 739.31
204+00 23.9' LT
SW-513
S-6
15" INV OUT (E) = 736.00
F.G. 741.31
204+00 10.5' RT
SW-507
S-5
2.61%
25'-15" 2000D
P-3
F L
.6
F L
.2
15" INV OUT (S) = 733.35
15" INV IN (N) = 733.65
15" INV IN (W) = 733.65
F.G. 737.96
205+00 10.5' LT
SW-509
S-2
15" INV OUT (E) = 734.20
F.G. 737.96
205+00 10.5' RT
SW-507
S-3
F L
.3
F L
.1
0.50%
24'-15" 2000D
P-13
OF 15" 2000D RCP
SEWER WITH 8 LF
EXISTING STORM
CONNECT TO
STORM SEWER.
REMOVE 10 LF
15" INV OUT (S) = 735.30
15" INV IN (E) = 735.40
F.G. 738.47
200+49 10.5' LT
SW-509
S-12
EX. 15" INV OUT (S) = 730.34
EX. 15" INV IN (E) = 730.34
15" INV IN (N) = 735.17
F.G. 738.62
200+74.92 13.32' RT
48" DIA. SW-401
S-14
SEE D5/CU501
WITH 42" STEEL CASING
EX 30" DIP WATERLINE
CU201
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU201
20' 40'0
D3
20' 40'0 D5
STORM SEWER PROFILE P-16, P-17 STORM SEWER PROFILE P-4, P-5
D1
STORM SEWER PROFILE P-3
STORM SEWER PROFILE P-12
A4
STORM SEWER PROFILE P-13
2' 4'0
SCALE: HORIZONTAL 1" = 20'
SCALE: VERTICAL 1" = 2'
2' 4'0 2' 4'0
2' 4'0 2' 4'0
SCALE: HORIZONTAL 1" = 20' SCALE: HORIZONTAL 1" = 20'
SCALE: HORIZONTAL 1" = 20' SCALE: HORIZONTAL 1" = 20'
SCALE: VERTICAL 1" = 2' SCALE: VERTICAL 1" = 2'
SCALE: VERTICAL 1" = 2'SCALE: VERTICAL 1" = 2'
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU501
CU501
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IOWA DOT DETAIL SW-507 SHEET 2 OF 2
A1
IOWA DOT DETAIL SW-507 SHEET 1 OF 2
A7
IOWA DOT DETAIL SW-401 SHEET 1 OF 1
SCALE: NTSSCALE: NTS
SCALE: NTS
S T
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SCALE: NTS
ORIGINAL 30" WATERMAIN PLAN & PROFILE (FOR INFORMATION ONLY)
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU502
CU502
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IOWA DOT DETAIL SW-602 SHEET 3 OF 3
SCALE: NTS
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_CU503
CU503
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IOWA DOT DETAIL SW-513 SHEET 1 OF 1
SCALE: NTS
E6
IOWA DOT DETAIL SW-602 SHEET 3 OF 3
SCALE: NTS
E1
IOWA DOT DETAIL SW-509 SHEET 1 OF 3
SCALE: NTS
A1
IOWA DOT DETAIL SW-509 SHEET 2 OF 3
SCALE: NTS
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\_Sheets\B5CEDRPD202002_VOL102_CU504
CU504
A
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IOWA DOT DETAIL SW-601 SHEET 1 OF 2
A7
IOWA DOT DETAIL SW-301 SHEET 1 OF 1
SCALE: NTSSCALE: NTS
S A
N
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SCALE: NTS
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SCALE: NTS
MANHOLE BOXOUT IN PCC PAVEMENT DETAIL 7010.999.103
B
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MODIFIED IOWA DOT DETAIL SW-105 MISCELLANEOUS PIPE BEDDING
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_SS001
SS001
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S
GENERAL STRUCTURAL NOTES
REPORT SHOWING EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.
COMPLY WITH CHAPTER 17 OF ACI 318. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC
ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS SHALL C10.
ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER.
ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE C9.
CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE.C8.
RECORD. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.
CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER OF
STRUCTURAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND
ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY AN IOWA LICENSED C7.
FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.C6.
SHOWN ON DRAWINGS.
PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES UNLESS NOTED OTHERWISE NOT ALL CHAMFERS MAY BE C5.
DETAILS UNLESS OTHERWISE SHOWN.
A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL
SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF
PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL WORK
REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND C4.
SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.C3.
SEE DRAWINGS FOR EXCEPTIONS
ALL OTHER: 3"
CONCRETE DEPOSITED AGAINST EARTH: 4"
UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:
CONCRETE COVERC2.
Fy = 60,000 PSI
F'c = 4500 PSI (EXCEPT WHERE NOTED OTHERWISE ON PLANS)
DESIGN STRENGTHS:C1.
CONCRETE
REBAR.
SUBMIT REQUIRED ADJUSTMENTS TO DIMENSIONS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATING
CONTRACTOR TO SUIT FURNISHED EQUIPMENT, EMBEDDED ITEMS, OR AS-CONSTRUCTED CONDITIONS.
DIMENSIONS FOR OPENINGS, SHOWN ON DRAWINGS, REQUIRE VERIFICATION AND COORDINATION BY G10.
CONCRETE SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.
FRAMING REQUIRED TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE
REQUIRED REINFORCING CHANGES PRIOR TO FABRICATING REBAR. CONCRETE SUPPORT PADS AND/OR
AND COORDINATE THE SIZE AND REINFORCING DETAILS TO SUIT THE EQUIPMENT FURNISHED. SUBMIT
ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES REQUIRED BY SUCH EQUIPMENT. REVIEW
CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, SUPPORT LOCATIONS, G9.
REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES FOR APPROVAL.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION AS G8.
ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.
SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE DETAILS SHOWN. OBTAIN APPROVAL OF
THE DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY
DETAILS G7.
THE ENGINEERS.
PROCEDURES. PROVIDE FULL ACCESS TO THE WORK FOR INSPECTION AND COORDINATE INSPECTIONS WITH
FIELD INSPECTIONS WILL BE PROVIDED BY THE ENGINEER IN ACCORDANCE WITH STANDARD SUDAS
FIELD INSPECTIONSG6.
OTHERWISE SHOWN.
COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS
THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY
COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS.
OPENINGSG5.
COMPLETED STRUCTURE.
CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY AS A
SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE
SAFETYG4.
USUAL FLOOD ELEVATION (10-YEAR FLOOD)= 722.53’ 4.
UNUSUAL FLOOD ELEVATION (750-YEAR FLOOD)= 739.87’3.
EXTREME FLOOD ELEVATION = 741.40’ 2.
TOP OF FOOTING ELEVATION = 718.00'1.
FLOOD CRITERIA:C.
GROUND LEVEL: 300 PSF OR HS-20 WHEEL LOAD1.
LIVE LOAD:B.
SUPER IMPOSED DEAD LOAD PER A5/SS3012.
ACTUAL TRIBUTARY STRUCTURE WEIGHT1.
DEAD LOAD:A.
APPLIES TO ALL STRUCTURES (UNO) 1.
DESIGN CRITERIAG3.
USACE STABILITY ANALYSIS OF CONCRETE STRUCTURES EM1110-2-2100G.
USACE STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC STRUCTURES EM 1110-2-2104F.
LOCAL JURISDICTION AMENDMENTSE.
ACI 350-06 D.
ACI 318-14C.
INTERNATIONAL BUILDING CODE 2018B.
IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS PROGRAM (SUDAS) REFERENCED STANDARDS.A.
APPLICABLE SPECIFICATIONS AND CODESG2.
STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION.
TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE
PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS
THE NOTES ON THIS SHEET AND THE STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE
SCOPEG1.
GENERAL
A
A N
D E
R S
O N
H D
R
B
C E
D R
P D
V O
L S
S .D
8'-0"
1'-6" TYP.
T Y
P
3" CLR. TYP.
1'-6" 5'-0" 1'-6"
T Y
P
C L
R
4'-6"3'-6"
C L
R T
Y P
1'-0"
1'-0" 1'-6" 5'-0" 1'-6"
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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
O J E
C T C
O
E
K
B
SOLICITATION
B
C E
D R
P D
J U
L Y
C E
D A
R R
IV
E R
C E
D A
R R
A P
ID
S
IA
M
K U
R E
K
H D
R
IO
W
A R
IV
E R B
A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
MANUFACTURER
REQUIRED BY GATE
LOCATION AS
GATE STEM BRACKET
A5
SS301
A5
SS301
SEALANT
BACKER ROD AND
1" EXP JOINT WITH
MANUFACTURER
AS REQUIRED BY GATE
GATE STEM LOCATION
REMOVEABLE SLAB
LUGS, 3 THUS
EMBEDDED LIFTING
TOP AND BOTTOM
#4@6 OC BARS
BEAM REINF
A5/SS301 FOR REINF
SEE SECTION
CONCRETE BEAM,
IN SLAB
TYP CENTERED
#4 DIAG BARS
EDITION SW-601 TYP
PER SUDAS SPECS 2022
27" HOLE FOR MANHOLE
FLOW FLOWA5
SS301
A8
SS301
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SS101
K E
Y E
S
H
M A
G N
U S
S E
N
H
A8
LOWER LEVEL PLAN
SCALE: 1/2" = 1'
NORTH
PLAN
0 2' 4'1'
D8
MID LEVEL PLAN
SCALE: 1/2" = 1'
NORTH
PLAN
0 2' 4'1'
A4
GROUND LEVEL PLAN
SCALE: 1/2" = 1'
NORTH
PLAN
0 2' 4'1'
G A
T E
W E
L L P
L A
N S
SEE SHEET SS501 FOR GATEWELL DETAILS.2.
SEE SHEET SS001 FOR GENERAL STRUCTURAL NOTES.1.
GENERAL SHEET NOTES
A
A N
D E
R S
O N
H D
R
B
C E
D R
P D
V O
L S
S .D
1'-2"
C L
R
3" CLR TYP
4" CLR TYP
3" CLR TYP
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
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
D
W X
X X
X X -X
X -X -X
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D D
IS
T R
IC
T
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
F
IL
E N
A M
E
P R
O J E
C T C
O
E
K
B
SOLICITATION
B
C E
D R
P D
J U
L Y
C E
D A
R R
IV
E R
C E
D A
R R
A P
ID
S
IA
M
K U
R E
K
H D
R
IO
W
A R
IV
E R B
A S
IN
C E
D A
R R
A P
ID
S F
L O
O D R
IS
K M
A N
A G
E M
E N
T P
R O J E
C T
M C
L O
U D R
U N M
ID
D
L E R
E A
C H U
T
IL
IT
Y R
E L
O C
A T
IO
N S
HK VERT REINF
PROVIDE 90 DEG
BARS AT OPNG
ADDITIONAL
HK EA END EF
PROVIDE 90 DEG
EF TYP
#6 DIAG BARS
REINF TO ACCOMMODATE OPNG
ADJUST SPACING OF VERT WALL
TOP OF FOOTING
ELEV 718.00'
BOTTOM OF STRUCTURE
CHANNEL THROUGH
POUR CONCRETE
30" CLASS IV RCP
HOLE TO ACCOMMODATE
12" GRANULAR BASE
FLOWFLOW
SUBBASE
8" AGGREGATE
OVER LID
6" FILL
30" RCP30" RCP
MANUFACTURER
REQUIRED BY GATE
SLEEVE LOCATION AS
GATE STEM AND
TOP OF WELL
ELEV 740.98
A8
SS301
ROD AND SEALANT
1" EXP JOINT WITH BACKER
REINFORCING
#6 WALL
PAVING
8" CONCRETE
SLAB DETAIL F5/SS501
SEE REMOVEABLE
D5/SS501
PENETRATIONS PER
SEAL AROUND PIPE
PROVIDE WATERTIGHT
CONCRETE FILL
EA FACE TYP
#6@12 VERT
EA FACE TYP
#6@12 VERT
#6@12 HORIZ
EA FACE TYP
TOP OF FOOTING
ELEV 718.00'
SHEET CU101
INV ELEV SEE
FOR ELEVATION
SW-601 TYP SEE CU101
SPECS 2022 EDITION
MAN HOLE PER SUDAS
@6 OC TYP
#3 STIRRUPS
MFR INSTRUCTIONS
GATE BLOCKOUT PER
HK EA END
PROVIDE 90 DEG
TOP AND BOTTOM
CENTER EA WAY
#5@12 ON
DIAG BARS
WATERSTOP TYP
6" PVC
REINF TYP
SPACING OF WALL
MATCH SIZE AND
WALL DOWELS
#6@12 HORIZ EF
FLOW LINE PER MANUFACTURER.
FRAME INVERT FLUSH WITH RCP
O.D. INSTALL ROUND BOTTOM
ANCHOR LOCATION OUTSIDE RCP
GATE SIZE TO BE 38" WIDE FOR
INSTALLATION OVER 30" RCP.
ROUND BOTTOM GATE FOR
(TYP.)
"B" JOINT
GEOTEXTILE FABRIC OVER JOINT
ADD TWO LAYERS OF
CONNECTOR OR EQUAL
A-LOK PREMIUM
12" GRANULAR BASE
(6) #5 CONTINUOUS
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...\ProjectData\6.2.1_10th Street_Utility_Design\ProjectData\CAD_BIM\05_Civil\B5CEDRPD202002_VOL102_SS301
SS301
K E
Y E
S
H
M A
G N
U S
S E
N
H
A5
SECTION
SCALE: 1/2" = 1' 0 2' 4'1'
G A
T E
W E
L L S
E C
T
IO
N S
A8
SECTION
SCALE: 1/2" = 1' 0 2' 4'1'
SEE SHEET SS501 FOR GATEWELL DETAILS.2.
SEE SHEET SS001 FOR GENERAL STRUCTURAL NOTES.1.
GENERAL SHEET NOTES
A
A N
D E
R S
O N
H D
R
SHEET KEYNOTES
INCHES ABOVE TOP OF GATEWELL STRUCTURE.
NON-RISING AND SHALL HAVE A 2 INCH SQUARE NUT EXTENDING TO 3
COATING AND SIZE AS REQUIRED BY GATE MANUFACTURER. STEM SHALL BE
SHALL BE GRAY IRON WITH 3/16 INCH MINIMUM WALL THICKNESS, ASPHALT
HAVE REMOVABLE CAP SUITABLE FOR TRAFFIC LOADS. SLEEVE MATERIAL
PAVEMENT SURFACE TO BOTTOM OF GATEWELL TOP SLAB. SLEEVE SHALL
GATE STEM SLEEVE SHALL BE ONE CONTINUOUS PIECE AND EXTEND FROM 1.
B
C E
D R
P D
V O
L S
S .D
/2
/2 d h D
E V
E L
O P
M E
N T
M
IN
C
O V
E R
T L T
A
IL
L
E N
G T
H
HL=HOOK LENGTH
HW= HOOK WIDTH
MIN COVER
T
"S
6"
LAP
T
L A
P S
P L
IC
E
/4
M
IN
12" MIN TYP
3'-0" MIN
S O
L
IC
IT
A…
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