W912ES21B0011_Plans.pdf
PDF 8 MB Posted
- Attached to
- FCSB Mooring Dolphins Federal contract opportunity
- Solicitation number
- W912ES21B0011
About this file
This document package includes plans and specifications for the removal and replacement of mooring dolphins at the Corps of Engineers' Fountain City Service Base in Wisconsin. The project involves removing existing mooring dolphins and installing new dolphins to moor the Corps' marine vessels. The estimated value is between $1 million and $5 million. This small business set-aside procurement requires payment and performance bonds in accordance with FAR Part 28. The North American Industry Classification System code is 237990 for other heavy and civil engineering construction. The solicitation number is W912ES21B0011 and was issued by the Department of the Army Corps of Engineers St. Paul District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES21B0011 Bid Abstract.pdf | ||
| W912ES21B0011_Spec.pdf |
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Text version
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US Army Corps of Engineers ®
2 3
FCSB MOORING DOLPHINS
MISSISSIPPI RIVER
B
FOUNTAIN CITY SERVICE BASE
FOUNTAIN CITY, WI
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
... \ ... \ 10257820\ ... \FCSBMD _ G-001--.dgn 11:41:49AM 7/13/2021 PD: AEC_pdf.pltcfg
W912ES-21-B-0011
JULY 2021
DS:
5 6 7
BERGMANN
ARCHITECTS ENGINEERS PLANNERS
8 9 10
ENGINEERING SEAL FOR SHEETS: ENGINEERING SEAL FOR SHEETS:
G-001 TO G-005, S-001, SD101, SC101, 88101, GC101, CN101
SC201, SC301 TO SC303, SC501 TO SC504
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JOSHUA M. REPP
BY
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THIS PROJECT WAS DESIGNED BY THE HOR
BERGMANN JV FOR THE ST. PAUL DISTRICT
CORPS OF ENGINEERS. THE INITIALS OR
SIGNATURES AND REGISTRATION DESIGN
ATIONS OF INDIVIDUALS WITHIN THE ST. PAUL
DISTRICT APPEAR ON THESE PROJECT DOCU
MENTS WITHIN THE SCOPE OF THEIR EMPLO
YMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES INDICATE OFFICIAL RECOMMEN
DATION OF ALL DRAWINGS IN THIS SET.
APPROVED BY:
CHIEF ENGR&CONST DIVISION
15 JULY 2021
DATE
ANDREW F. JUDD
BY
HDR
15 JULY2021
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APPROVAL RECOMMENDED BY:
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SCALE: 1" = 1600'
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VERTICAL AND HORIZONTAL CONTROL POINTS
NAME NORTHING EASTING
D125 120294.90 1512300.61
AUTUMN 110700.10 1503097.68
MILTON S GPS 109732.51 1521122.51
1515202.00115560.00*C125
EL
668.05
DESCRIPTION
NGS PID PO0408
NGS PID AE9396
NGS PID DJ4675
NGS PID PO0404
679.70
660.06
667.08
HORIZONTAL DATUM: NAD 83 (2011), WI SPCS, CENTRAL ZONE - US SURVEY FEET
VERTICAL DATUM: NAVD88
GEOID 18
COMBINED FACTOR: 0.999996462
*HORIZONTALLY SCALED ONLY. SET VERTICALLY IN NE FACE OF BLDG #3.
TO CONVERT NAVD88 (G18) ELEVATIONS TO 1912MSL ELEVATIONS, ADD 0.56' (BASED ON C125).
NAVD88 (G18) ELEVATIONS ARE 0.03' HIGHER THAN NAVD88 (G12B) ELEVATIONS.
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INDEX
FCSBMD_SC504---.DGNMOORING DOLPHIN DETAILS - 4SC504
FCSBMD_SC503---.DGNMOORING DOLPHIN DETAILS - 3SC503
FCSBMD_SC502---.DGNMOORING DOLPHIN DETAILS - 2SC502
FCSBMD_SC501---.DGNMOORING DOLPHIN DETAILS - 1SC501
FCSBMD_SC303---.DGNSUGGESTED CONSTRUCTION SEQUENCE SECTIONS - 3SC303
FCSBMD_SC302---.DGNSUGGESTED CONSTRUCTION SEQUENCE SECTIONS - 2SC302
FCSBMD_SC301---.DGNSUGGESTED CONSTRUCTION SEQUENCE SECTIONS - 1SC301
FCSBMD_SC201---.DGNMOORING DOLPHIN ELEVATIONSSC201
FCSBMD_SC101---.DGNMOORING DOLPHIN PLANSSC101
FCSBMD_SD101---.DGNDEMOLITION PLAN AND ELEVATIONSD101
FCSBMD_S-001---.DGNSTRUCTURAL NOTESS-001
FCSBMD_CN101---.DGNPROPOSED MOORING DOLPHIN PLANCN101
FCSBMD_GC101---.DGNSTAGING AND ACCESS PLANGC101
FCSBMD_BB101---.DGNDRILLING AND EXPLORATION BORING LOGSBB101
FCSBMD_G-005---.DGNGENERAL LEGENDG-005
FCSBMD_G-004---.DGNGENERAL ABBREVIATIONSG-004
FCSBMD_G-003---.DGNSHEET INDEXG-003
FCSBMD_G-002---.DGNLOCATION AND VICINITY MAPSG-002
FCSBMD_G-001---.DGNCOVER SHEETG-001
GENERAL
CIVIL
STRUCTURAL
AS-BUILT DWG NUMBERCAD FILE NAMESHEET TITLESHEET ID
REFERENCE DRAWINGS
MISSISSIPPI RIVER HYDROLOGIC INFORMATION
POOL ELEVATION DURATION CURVES, JULY - DECEMBER, 1960 - 20203 OF 3
MISSISSIPPI RIVER HYDROLOGIC INFORMATION
POOL ELEVATION DURATION CURVES, JANUARY - JUNE, 1960 - 20202 OF 3
MISSISSIPPI RIVER HYDROLOGIC INFORMATION
DAILY POOL ELEVATION HYDROGRAPHS, JANUARY 01 - DECEMBER 31, 2011 - 20201 OF 3
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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
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CONDENSING UNITCU
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CERAMIC TILECT
CASEMENTCSMT
COUNTERSUNKCSK
CAST STONECS
LIGHTINGLTG
LIGHTWEIGHTLT WT
LIGHTLT
LAWN SPRINKLERLS
LIVING ROOMLR
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LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHTPROOFLP
LONGITUDINALLONG
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LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
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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
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PROPOSED
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FCSB FOUNTAIN CITY SERVICE BASE
ADDITIONAL ABBREVIATIONS
PROJECT SPECIFIC
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DS: PD: AEC_pdf.pltcfg1:06:43 PM 7/13/2021
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MATERIAL SYMBOL KEY
(CCBSS, 90^)
CONCRETE
ROLLER COMPACTED
(GRAVEL)
GRAVEL
(ANSI32)
STEEL / ALLOYS
SAND
GRAVEL
SAND AND CLAY
POROUS FILL
EARTHWORK-GRAVEL
CHECKER PLATE
GRATING
ASPHALT SECTION
COBBLES
ALUMINUM
BRASS
FILTER SAND
ROCK
RIPRAP
CONCRETE MAT
BEDDING MATERIAL
DRAINAGE BLANKET/FDM
GLASS (ELEVATION)
EXISITNG SOIL
COMPACTED FILL
CONCRETE
PAVED SURFACE
PROTECT VEGETATION
EXTERIOR ELEVATION
MARK No. CALLOUT MARK TITLE
4 REQ'D
PART
PART
SEQUENCE NUMBER
DRAWING WHERE SHOWN
MARK PREFIX
QUANTITY REQUIRED
A-201 A-201 A-202 A-202
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
Mk. M-614-6
BUSHING MARK M-614-6
B7 A4
C3 D8
A3
F6
D6
30' 60'00 10' 20'
IDENTIFICATION
SCALE REFERENCE
GRAPHIC SCALES
REDUCED TO FIT
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
AND MARK No.
NOMENCLATURE
PARTIAL SECTION
DETAIL INDICATOR
M-511
DRAWING WHERE SHOWN
SMALL CONDITIONS DETAIL INDICATOR
SCALE REFERENCE
DRAWING WHERE SHOWN
DETAIL BOUNDRY
A-302
DRAWING WHERE SHOWN
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
G3 F5
IDENTIFICATION
0 4' 8'2'
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
DRAWING AREA TITLE
OUT IN DETAIL
LOCATION CALLED
FULL SECTION
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
S-706
OBJECT REFERENCED
S-506
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
REFERENCE SYMBOL KEY
REDUCED TO FIT
C4C4
D7
IDENTIFICATION
IDENTIFICATION
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
LINE SYMBOL KEY
FEET-INCHES
EQUAL TO
NUMBER
PERCENT
ELEVATION DATUM INDICATOR
KEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
DEGREE(S)
INCHES
X'-X"
EL 45.0
14 14OR
A
X^
X"
SURVEY LEGEND
IDENTITY SYMBOL KEY
GENERAL LEGEND
X
ITEM TO BE REMOVED
ITEM TO BE EXTRACTED
WASTE LINE, SANITARY
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
WATER MAIN
DEMOLITION/REMOVAL
COMMUNICATION, UNDERGROUND
CONSTRUCTION LIMITS
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
ELECTRICAL SECONDARY, UNDERGROUND
WORK LIMITS
DRAWING SET TABLE OF CONTENTS
ITEM TO BE CUTOFF
V D
8 1
N A
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DOWNSTREAM (SE)UPSTREAM (NW)
LLMCD10SPT PL
18-25M
N 115163.36 E 1514810.97
12 OCT 18
WATER EL 654.2 FT
LEAN CLAY (CL)
POORLY GRADED SAND (SP)
563.2 FT PULLED CASING @ 91 FT
ALLOWED HOLE TO COLLAPSE
POORLY GRADED SAND (SP)
APRX W.L. 653.0
SANDY FAT CLAY (CH)
POORLY GRADED SAND (SP)
LEAN CLAY (CL)
POORLY GRADED SAND (SP)
LOW PLASTICITY SILT (ML)
POORLY GRADED SAND (SP)
LOW PLASTICITY SILT (ML)
POORLY GRADED SAND (SP)
0.086
0.082
0.078
LLMCD10SPT PL
18-29M
N 114976.62 E 1515066.82
18 OCT 18
WATER EL 655.2 FT
LEAN TO FAT CLAY (CL-CH)
CLAYEY SAND (SC)
APRX W.L. 654.0
POORLY GRADED SAND (SP)
POORLY GRADED
SAND W/CLAY (SP-SC)
LEAN CLAY (CL)
CLAYEY SAND (SC)
SILTY SAND (SM)
POORLY GRADED SAND (SP)
DRILL OUT
POORLY GRADED SAND (SP)
SANDSTONE
SANDSTONE
540.7 FT PULLED CASING @ 114.5 FT
ALLOWED HOLE TO COLLAPSE
0.082
0.087
0.088
0.087
0.077
32 24
WATER
LLMCD10SPT PL
18-27M
N 114822.24 E 1515067.72
16 OCT 18
WATER EL 656.2 FT
POORLY GRADED
SAND W/SILT (SP-SM)
POORLY GRADED SAND (SP)
571.2 FT PULLED CASING @ 85 FT
ALLOWED HOLE TO COLLAPSE
APRX W.L. 655.0
SANDY FAT CLAY (CH)
POORLY GRADED SAND (SP)
CLAYEY SAND (SC)
CLAYEY SAND (SC)
POORLY GRADED SAND (SP)
POORLY GRADED SAND (SP)
WATER
DRILL OUT
0.088
0.078
0.087
0.083
20 17
LLMCD10SPT PL
18-28M
N 114729.35 E 1515182.528
17 OCT 18
WATER EL 656.2 FT
SILTY, CLAYEY SAND (SC-SM)
POORLY GRADED
SAND W/CLAY (SP-SC)
566.2 FT PULLED CASING @ 90 FT
ALLOWED HOLE TO COLLAPSE
APRX W.L. 655.0
SANDY FAT CLAY (CH)
POORLY GRADED SAND (SP)
WELL GRADED SAND (SW)
POORLY GRADED SAND (SP)
POORLY GRADED SAND (SP)
WATER
FINE SAND (XX)
POORLY GRADED SAND (SP)
190.087
0.077
0.089
0.085
(BORING OFFSET ~80' LANDWARD IN BACK CHANNEL)
WATER
DRILL OUT
DRILL OUT
DRILL OUT
DRILL OUT
DRILL OUT
DRILL OUT
DRILL OUT
APRX WATER SURFACE
APRX GROUND SURFACE
NEARSHORE - OVERBANK DEPOSIT
REMENANT ISLAND - OVERBANK DEPOSIT
ALLUVIAL SANDS, SILTS & CLAYS
FLUVIAL SANDS & GRAVELS
FLUVIAL SANDS & GRAVELS
COLLUVIAL - WEATHERED BEDROCK SURFACE APRX TOP OF COLLUVIUM
E L
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MACHINE BORING
CPT
LEGEND
DRAWING.
SUBSURFACE CONDITIONS MAY VARY FROM WHAT IS PRESENTED IN THIS
CONDITIONS ENCOUNTERED DURING THE 2019 INVESTIGATION, ACTUAL
STRATIGRAPHICAL SURFACES REFLECT INTERPRETATIONS OF SUBSURFACE 6.
GATHERED OUTSIDE OF THE INVESTIGATION SUMMARIZED IN THIS REPORT.
- 65% SUBMITTAL (USACE 2019); NO ADDITIONAL SUBSURFACE DATA WERE
ATTACHMENT B4: GEOTECHNICAL ENGINEERING AND GEOLOGY, MARCH 2019
WERE DEVELOPED BY USACE AS PART OF FCSB MOORING DOLPHIN
STRATIGRAPHY AND USCS CLASSIFICATION PRESENTED IN THIS DRAWING 5.
CENTRAL US SURVEY FEET.
SOIL BORING COORDINATES IN N.A.D. 1983 STATE PLANE WISCONSIN 4.
BORING HOLE BACKFILLED WITH TREMIED BENTONITE-CEMENT GROUT.3.
STATIGRAPHY USED BELOW CHANNEL SANDS (EL. 589.9).
BORING 18-29M IS OFFSET LANDWARD IN BACK CHANNEL,2.
WATER SURFACE ESTIMATED FROM LiDAR DATA.1.
GENERAL SHEET NOTES
10' 20'0
A1
SCALE: 1" = 50'
STAGING AND ACCESS PLAN
A J U
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...\...\10257820\...\FCSBMD_GC101---.dgn
P-1
P-2
P-3
P-9 P-10
MISSISSIPPI RIVER
USACE
FOUNTAIN
CITY
SERVICE
BASE
NORTH SHORE DRIVE
D-4
D-5 D-6
D-7
D-8 P-11 P-12 P-13 P-14 P-15
P-16 P-17
C
BNSF RAILROAD
ACCESS ROUTE
BASE ENTRANCE
STAGING AREA
ROW BOUNDARY
LOCATION OF BNSF
APPROXIMATE
FENCELINE AND
OFF FROM P-17
POST BROKEN
SEE NOTE 2
USE DURING CONSTRUCTION
AVAILABLE FOR CONTRACTOR
DOLPHINS TO REMAIN.
EXISTING MOORING
FOR REMOVAL PLAN
SEE SHEET SD101
DOLPHIN (TYP).
EXISTING MOORING
CONSTRUCTION
BY OWNER PRIOR TO
CONSTRUCTION AREA
RELOCATED FROM
BUOY TO BE
FLOATING MOORING
WORK LIMITS
S T A
G
IN
G A
R E
A
WL-1
WL-2
WL-3
WL-4
WL-5
WL-6
WL-7
WL-8
WL-9
WL-10
WL-11
WL-12
WL-13
WL-14
WL-16
WL-15
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 I Z
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
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D A
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EXISTING MOORING DOLPHINS
NAME NORTHING EASTING
P-1 115224.37 1514551.28
P-2 115225.44 1514613.25
P-3 115226.38 1514668.70
1514753.91115194.20D-4
D-5 115197.25 1514760.34
115191.57D-6 1514765.00
1514758.80115185.72D-7
D-8 115191.95 1514758.65
P-9 115133.09 1514813.18
1514846.90115102.07P-10
P-11 115058.07 1514879.93
P-12 115013.08 1514920.88
P-13 114972.76 1514954.64
EL
650.58
DESCRIPTION
POST
P-14
P-15
P-16
P-17
POST
POST
FLOATING BUOY
FLOATING BUOY
FLOATING BUOY
FLOATING BUOY
FLOATING BUOY
POST
POST
POST
POST
POST
POST
POST
POST
POST
114935.88
114894.19
114851.00
114812.00
1514987.02
1515022.78
1515065.35
1515093.70
650.74
650.64
651.63
651.70
651.33
651.13
651.42
650.77
650.81
650.66
650.63
650.62
650.90
650.39
650.61
650.58
WL-10
WL-11
114860.54 1515509.41
114905.73 1515469.93
114642.56 1515168.70
115197.17 1514684.16
115194.03 1514526.44
115343.97 1514523.45
115348.76 1514764.18
114969.98 1515095.10
115127.89 1515275.84
115255.91 1515163.99
WORK LIMITS
NAME NORTHING EASTING
WL-1 114962.52 1515626.13
WL-2
WL-3
WL-4
WL-5
WL-6
WL-7
WL-8
WL-9
WL-12
WL-13
WL-14
WL-15
WL-16
115338.81 1515258.88
115274.80 1515314.81
115250.48 1515286.97
1515429.60115076.31
115124.44 1515484.68
NORTH
PLAN
50' 100'0
TR
U E N
E L
E V
A T
IO
N
D A
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M
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IC
A
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O
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E
D F
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T O
R
C F
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O
ID
GENERAL SHEET NOTES
AND SHOWN ON THIS DRAWING.
LOCATIONS WHERE IDENTIFIED BY USACE IN THEIR FEBRUARY 2021 SURVEY
EXISTING MOORING DOLPHIN POSTS ARE ABOVE WATER. MOORING DOLPHIN 4.
STORAGE.
USE STAGING AREAS FOR CONTRACTOR PARKING, STAGING AND MATERIAL 3.
LIMITS. COORDINATE USE OF CRANE PAD WITH CONTRACTING OFFICER.
ALLOW FCSB VEHICLES AND BARGES ROOM TO PASS THROUGH WORK
FCSB FACILITY WILL CONTINUE OPERATIONS DURING CONSTRUCTION. 2.
THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.
VERIFY LOCATION AND LIMITS OF THE WORK LIMITS AND STAGING AREA WITH 1.
P-9 P-10
P-11 P-12 P-13 P-14 P-15 P-16
P-17
75'
FOR DETAILS
SEE SHEET SC101
DOLPHIN (TYP)
PROPOSED MOORING
SCALE: 1" = 50'
PROPOSED MOORING DOLPHIN PLAN
DS: PD: AEC_pdf.pltcfg4:42:00 PM 7/13/2021
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P-1
P-2
P-3
MISSISSIPPI RIVER
BASE
SERVICE
CITY
FOUNTAIN
USACE
NORTH SHORE DRIVE
C
BNSF RAILROAD
TYP
MD-1MD-2MD-3MD-4MD-5MD-6MD-7MD-8MD-9
MD-11 MD-10
S O
L
IC
IT
A
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IO
N N
O
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S
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D B
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S I Z
E
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US Army Corps
U .S
A
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O R
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IN
E E
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PROPOSED MOORING DOLPHINS
NAME NORTHING EASTING
MD-1 114746.50 1515177.48
MD-2
MD-3
MD-4
MD-5
MD-6
MD-7
MD-8
MD-9
DESCRIPTION
DOLPHIN
MD-10
MD-11
114802.98 1515128.14
114859.46 1515078.79
114915.94 1515029.45
114972.42 1514980.10
115028.91 1514930.76
115085.39 1514881.41
115141.87 1514832.07
115198.35 1514782.72
115254.83 1514733.38
115311.31 1514684.03
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
NORTH
PLAN
50' 100'0
TR
U E N
E L
E V
A T
IO
N
D A
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M
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IC
A
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O
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E
D F
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C F
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O
ID
GENERAL SHEET NOTES
PILE. SEE SHEET SC101 FOR DETAILS.
MOORING DOLPHIN COORDINATES ARE BASED ON CENTER OF VERTICAL 2.
PRIOR TO STARTING PERMANENT PILE DRIVING.
SUBMERGED PILES) IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS
VERIFY THE LOCATION AND REMOVALS OF ALL EXISTING PILES (INCLUDING 1.
DS: PD: AEC_pdf.pltcfg8:22:31 AM 7/14/2021
...\...\10257820\...\FCSBMD_S-001---.dgn
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INDICATED.
PROFILE FULLY GROUND IN ACCORDANCE WITH AWS D1.1, TUBULAR STRUCTURES CLAUSE, UNLESS OTHERWISE
CJP WELDS BETWEEN BRANCH AND MAIN MEMBERS IN TUBULAR CONNECTIONS SHALL BE CONCAVE SMOOTH 4.
ACCORDANCE WITH SPECIFICATION SECTION 05 50 14.
AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS IN
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE 3.
SPECIFICATIONS.
SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 05 50 14 BEFORE WELDING COMMENCES. SEE
PROCEDURE QUALIFICATION RECORDS (PQR) AND WELDING PERFORMANCE QUALIFICATION RECORDS (WPQR)
THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODES. WELD PROCEDURE SPECIFICATIONS (WPS), ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1. WORKMANSHIP AND TECHNIQUE SHALL CONFORM TO 2.
IF REQUIRED.
DIMENSIONS SHOWN ON THE DRAWINGS ARE FINAL DIMENSIONS. ALLOWANCES SHALL BE MADE FOR FIELD FIT-UP 1.
REGULATIONS.
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND MUNICIPAL LAWS, ORDINANCES AND 6.
ADJOINING PROPERTIES.
AND THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS TO PROTECT PUBLIC SAFETY 5.
SUPPORTS, BRACING, AND OTHER SUPPORTS REQUIRED BY THE WORK.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL TEMPORARY 4.
IS NOTED WHERE DETAILS ARE OBVIOUSLY OUT OF SCALE.
"NTS" DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED - FOLLOW DIMENSIONS. NOT TO SCALE 3.
DIMENSIONS IN THE FIELD.
DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL 2.
COMPLETION OF THE WORK.
ELEVATIONS ARE IN FEET AND REFER TO NAVD88. ELEVATIONS REPRESENT THE FINAL ELEVATION AFTER 1.
STRUCTURAL STEEL NOTES:
GENERAL:
CONCRETE NOTES:
DESIGN CRITERIA:
GENERAL:
UNLESS OTHERWISE NOTED.
CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,500 PSI AT 28 DAYS1.
D10 - DESIGN WATER LEVELS (NAVD 88)
DOES NOT CONTROL
D9 - SEISMIC CRITERIA:
D8 - WIND
A. DESIGN THICKNESS - 1.34 INCHES
D7 - ATMOSPHERIC ICE
A. 100 KIPS PER PILE
D6 - VERTICAL ICE
B. EFFECTIVE ICE STRENGTH - 16 KSF
A. ICE THICKNESS - 1.5 FT
D5 - DYNAMIC ICE
- 15 PSI ON VESSELS
- 30 PSI ON PILES
B. ICE COMPRESSIVE STRENGTH
A. ICE THICKNESS - 2.0 FT
D4 - STATIC ICE
B. VESSEL IMPACT - 210 KIPS
A. DEBRIS/ICE IMPACT - FLOODWALL AND FLOODGATE - 125 KIPS/PILE
D3 - IMPACT
B. WAVE LOADS - NOT APPLICABLE TO THIS PROJECT
A. DESIGN WATER VELOCITY - 4.0 FT/S
D2 - HYDRODYNAMIC LOADS:
A. ACTUAL TRIBUTARY STRUCTURE WEIGHT
D1 - DEAD LOAD:
0-15 23.4
20 24.8
25 25.9
30 27.0
40 28.6
50 30.0
HEIGHT (FT) PRESSURE (PSF)
MOORINGS
LONG TERM
20.4
21.6
22.6
23.6
25.0
26.2
PRESSURE (PSF)
MOORINGS
TRANSIENT
STAGE ELEVATION (FT)
MAXIMUM = FLOOD OF RECORD
MINIMUM
665.07
650.20
GENERAL STRUCTURAL NOTES
AND HARDWARE
AND OTHER ACCESSORIES
INCLUDING ALL CABLE TIES
EXISTING PILES INDICATED.
REMOVE AND DISPOSE OF
N A
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8 1
N A
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EXISTING DOLPHIN DEMOLITION
SCALE: 1/4" = 1'-0"
A8
OFF BELOW WATER
PILES MAY BE BROKEN
MAY VARY, OR INDIVIDUAL
OF PILES IN EACH GROUP
NOTE THAT THE NUMBER
DS: PD: AEC_pdf.pltcfg8:58:47 AM 7/14/2021
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SCALE: 1" = 50'-0"
KEY PLAN
THAT ARE TO REMAIN
TIMBER MOORING DOLPHINS
DO NOT DAMAGE EXISTING
GROUP P-17
HAS SEPARATED FROM
BE A SINGLE PILE THAT
THIS PILING APPEARS TO
DIAMETER OF INDIVIDUAL PILES MAY VARY
HAVE BEEN INSTALLED IN THE 1960'S.
EXISTING DOLPHINS ARE BELIEVED TO
A1
SCALE: NONE
CONDITION OF EXISTING MOORING DOLPHINS ON 20 OCTOBER 2020
SHEET NOTES 1 & 2
CLUSTER P-16, SEE GENERAL
MOORING DOLPHIN PILE
EXTRACT EXISTING TIMBER
NOTES 1 & 2
SEE GENERAL SHEET
DETAIL A8 THIS SHEET,
MOORING DOLPHINS PER
CUTOFF EXISTING TIMBER
SHEET NOTES 1 & 2
CLUSTER P-11, SEE GENERAL
MOORING DOLPHIN PILE
EXTRACT EXISTING TIMBER
GENERAL SHEET NOTES 1 & 2
DETAIL A8 THIS SHEET, SEE
MOORING DOLPHINS PER
CUTOFF EXISTING TIMBER
NOTES 1 & 2
SEE GENERAL SHEET
DETAIL A8 THIS SHEET,
MOORING DOLPHINS PER
CUTOFF EXISTING TIMBERAREA BY OWNER PRIOR TO CONSTRUCTION
RELOCATED FROM CONSTRUCTION
FLOATING MOORING BUOY TO BE
SURVEY, SEE GENERAL SHEET NOTES 1 & 2
IN THE FIELD BASED ON PRECONSTRUCTION
WHERE INDICATED AND/OR AS DETERMINED
EXTRACT EXISTING PILES AND BACKFILL
P-1
P-2
P-3
P-9 P-10
D-4
D-5 D-6
D-7
D-8 P-11 P-12 P-13 P-14 P-15
P-16 P-17
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WATER LEVEL VARIES
SPECIFICATION SECTION 01 00 00.00 13
REFER TO PRECONSTRUCTION SURVEY,
EL VARIES -
IDENTIFIED FOR EXTRACTION (SEE NOTE 2)
UNLESS EXISTING PILES ARE
WITH SPECIFICATION SECTION 02 41 00,
REMOVE EXISTING PILES IN ACCORDANCE
0 4' 8'2'
NORTH
PLAN
TR
U E N
50' 100'0
FLOW
FLOW FLOW
P-17
P-16 P-15
P-14 P-13 P-12 P-11 P-10 P-9
SPECIFICATIONS.
TIMBER PILES AND BACKFILL WITH AN ACCEPTABLE MIX PER THE
PILES AND NOTIFY THE CONTRACTING OFFICER. EXTRACT INTERFERING
IDENTIFY POTENTIAL INTERFERENCES BETWEEN EXISTING AND PROPOSED 2.
INDICATED.
TECHNIQUE PER THE PROJECT SPECIFICATIONS AND REMOVE TO THE LEVEL
SUBMERGED DOLPHINS BY AN UNDERWATER SCANNING / INSPECTION
DOLPHINS THAT ARE BROKEN OFF BELOW WATER. LOCATE ALL EXISTING
THE GROUP THAT IS TO BE REMOVED. THERE MAY BE ADDITIONAL TIMBER
THERE ARE NINE (9) EXISTING MOORING DOLPHINS VISIBLE ABOVE WATER IN 1.
V D
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A M
E
PILE A
PILE B
PILE D
PILE C
PIPE PILE (PLUMB)
30" DIA x 3/4" STEEL
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
DRIVING GUIDE FRAME
STEEL PIPE COLLAR
STRUTS (TYP)
DIA STEEL PIPE
FRAME 20"
DRIVING GUIDE
RING BEAM (TYP)
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
PILE A
PIPE PILE (PLUMB)
30" DIA x 3/4" STEEL
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
RING BEAM (TYP)
PILE C
PILE B
PILE D
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
A6
SCALE: 1/4" = 1'-0"
STEEL PIPE COLLAR DRIVING GUIDE FRAME PROPOSED PLAN
PILE B
PILE A
PILE C
PILE D
STEEL PIPE PILE (BATTERED)
NOT SHOWN FOR CLARITY, TYP)
(PILE CUSHIONS AND BRACKETS
STEEL PIPE COLLAR (BATTERED)
STEEL PIPE PILE (PLUMB)
STEEL PIPE PILE (BATTERED)
STEEL PIPE PILE (BATTERED)
DIA x 5/8" STEEL PIPE STRUT
DRIVING GUIDE FRAME 20"
UPPER, LOWER & DIAGONAL
DIA x 5/8" STEEL PIPE STRUT
UPPER, LOWER & DIAGONAL
DIA x 13/16" STEEL PIPE STRUT
DRIVING GUIDE FRAME 20"
UPPER, LOWER & DIAGONAL
RING BEAM (TYP)
(BELOW RING BEAM)
STEEL PIPE COLLAR (PLUMB),
STEEL PIPE COLLAR (BATTERED)
STEEL PIPE COLLAR (BATTERED)
D7
SCALE: 3/16" = 1'-0"
MOORING DOLPHIN MD-1 PROPOSED PLAN
SEE SHEET CN101
WP, PILE DRIVING LINE.
STEEL FENDER
CONCRETE FILLED
CUSHIONS
TIMBER PILE
LIGHT BASE
NAVIGATION
MOORING POST
NAVIGATION LIGHT BASE
MOORING POST
DIA x 5/8" STEEL PIPE STRUT
UPPER, LOWER & DIAGONAL
DRIVING GUIDE FRAME
STEEL PIPE COLLAR
PIPE STRUT (TYP 4)
20" DIA STEEL
STRUTS (TYP)
STEEL PIPE
FRAME 20" DIA
DRIVING GUIDE
PIPE STRUT (TYP 4)
20" DIA STEEL
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
D3
SCALE: 3/16" = 1'-0"
MOORING DOLPHINS MD-2 TO MD-11 PROPOSED PLAN
STEEL FENDER
CONCRETE FILLED
STEEL FENDER
CONCRETE FILLED
CUSHIONS
TIMBER PILE
STEEL FENDER
CONCRETE FILLED
STEEL FENDER
CONCRETE FILLED
CONCRETE FILLED STEEL FENDER
14" DIA. PIPE STRUT
STEEL FENDER
CONCRETE FILLED
STEEL PIPE PILE (BATTERED)
STEEL PIPE STRUTS
STEEL PIPE COLLAR (BATTERED)
RING BEAM (TYP)
PILE C
PILE D
STEEL PIPE PILE (PLUMB)
(BELOW RING BEAM)
STEEL PIPE COLLAR,
PILE A
STEEL PIPE STRUTS
DRIVING GUIDE FRAME
CONCRETE FILLED STEEL FENDER
PILE B
STEEL PIPE COLLAR (BATTERED)
STEEL PIPE STRUTS
STEEL PIPE COLLAR (BATTERED)
STEEL PIPE PILE (BATTERED)
A2
SCALE: 1/4" = 1'-0"
MOORING DOLPHIN TOP VIEW AT EL 677.0 PROPOSED PLAN
NOT SHOWN FOR CLARITY, TYP)
(PILE CUSHIONS AND BRACKETS
STEEL PIPE COLLAR (BATTERED)
MOORING POST
BASE AND LIGHT
NAVIGATION LIGHT
CAP PLATE
CAP PLATE
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U .S
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NORTH
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F L
V E
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:1 H
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L A
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4VERT:1HORIZ
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F L
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6. TIMBER PILE CUSHIONS AND MOORING POST NOT SHOWN FOR CLARITY.
5. REFER TO SHEET SC502 FOR RING BEAM DETAILS.
4. REFER TO SHEET SC501 FOR DRIVING GUIDE FRAME DETAILS.
3. REFER TO SHEET SC201 FOR STEEL PIPE COLLAR DRIVING GUIDE FRAME ELEVATION.
2. MOORING DOLPHINS MD-2 - MD-11 SHOWN, MOORING DOLPHIN MD-1 IS SIMILAR.
1. PLAN VIEW IS SHOWN AT EL 665.75.
NOTES:
TR
U E N
N O
R T
H P
L A
N
FLOW
RIVER SIDE
LANDWARD SIDE
0 4' 8'2'
L PILEC
L P
IL
E
C
L P
IL
E
C
L A
N D
W A
R D
S
ID
E
8'0 4' 16'
4VERT:1HORIZ
T R
U E N
NORTH
PLAN
8. REFER TO SHEET SC502 FOR PILE CUSHION DETAILS.
7. REFER TO SHEET SC502 FOR MOORING POST DETAILS.
6. REFER TO SHEET SC502 FOR NAVIGATION LIGHT BASE DETAILS.
5. REFER TO SHEET SC502 FOR RING BEAM DETAILS.
4. REFER TO SHEETS SC201 AND SC501 FOR DRIVING GUIDE FRAME DETAILS.
3. REFER TO SHEET SC201 FOR MOORING DOLPHIN ELEVATION.
2. REFER TO THIS SHEET FOR STEEL PIPE COLLAR DRIVING GUIDE FRAME PLAN.
1. PLAN VIEW IS SHOWN AT EL 675.5.
NOTES:
8'0 4' 16'
8. REFER TO SHEET SC502 FOR PILE CUSHION DETAILS.
7. REFER TO SHEET SC502 FOR MOORING POST DETAILS.
6. REFER TO SHEET SC502 FOR NAVIGATION LIGHT BASE DETAILS.
5. REFER TO SHEET SC502 FOR RING BEAM DETAILS.
4. REFER TO SHEETS SC201 AND SC501 FOR DRIVING GUIDE FRAME DETAILS.
3. REFER TO SHEET SC201 FOR MOORING DOLPHIN ELEVATION.
2. REFER TO THIS SHEET FOR STEEL PIPE COLLAR DRIVING GUIDE FRAME PLAN.
1. PLAN VIEW IS SHOWN AT EL 675.5.
NOTES:
FLOW
RIVER SIDE
L P
IL
E
C
CL
P
IL
E
L PILEC
LANDWARD SIDE
TR
U E N
0 4' 8'2'
N O
R T
H P
L A
N
3. REFER TO SHEETS SC501, SC503 & SC504 FOR STEEL FRAMING DETAILS.
2. MOORING DOLPHINS MD-2 - MD-11 SHOWN, MOORING DOLPHIN MD-1 IS SIMILAR.
1. PLAN VIEW IS SHOWN AT EL 677.0.
NOTES:
SC201
A5
SC201
A5
SC201
A1
SC201
A5
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SCALE: 3/16" = 1'-0"
MOORING DOLPHIN PROPOSED ELEVATION
GENERAL SHEET NOTE 8
PILE TIP EL 560, SEE
WP, PILES A, B, C & D
STEEL PIPE COLLAR (BATTERED)
STEEL PIPE COLLAR (PLUMB)
C PILE DRIVING LINE (PLUMB PILE) & PIPE COLLARC BATTERED PIPE COLLAR
C BATTERED PILE &
DOLPHIN MD-1, SEE SHEET SC101
MOUNTED BETWEEN PILES A & C ON
TYP LOCATION DOLPHINS MD-2 THRU MD-11).
L MOORING POST (BETWEEN PILES A & B -
PIPE STRUT (TYP)
20" DIA STEEL
STEEL PIPE PILE (BATTERED)
STEEL PIPE PILE (PLUMB)
6'-6"
STEEL PIPE STRUT (TYP)
DRIVING GUIDE FRAME
STRUT (BEYOND) (TYP)
20" DIA STEEL PIPE
RING BEAM (TYP)
CONTRACTOR'S ENVIRONMENTAL PROTECTION PLAN
WATER FOR DISPOSAL, IN ACCORDANCE WITH
PILE CLUSTER. COLLECT DISPLACED MUD AND
INTERIOR MUD LINE AFTER COMPLETION OF EACH
INSTALL TREMIE CONCRETE INSIDE PILES ABOVE
SCALE: 1/2" = 1'-0"
STEEL PIPE COLLAR DRIVING GUIDE FRAME PROPOSED ELEVATION
RING BEAM (TYP)
PIPE STRUT
20" DIA STEEL
PIPE COLLAR
33" DIA x 1" STEEL
COLLAR, SEE NOTE 3
33" DIA x 1" STEEL PIPE
PIPE PILE (PLUMB)
30" DIA x 3/4" STEEL
PIPE PILE (BATTERED)
30" DIA x 3/4" STEEL
PIPE STRUT
20" DIA STEEL
NAVIGATION LIGHT BASE
SEE GENERAL SHEET NOTE 6
3" DOMED WASH (FAR SIDE, TYP),
STRUT TO PIPE COLLAR
WP, DIAGONAL PIPE
STRUT TO PIPE COLLAR
WP, DIAGONAL PIPE
SIDES)
STRUT, (TYP 4
STEEL PIPE
20" DIA DIAGONAL
(BEYOND) (TYP)
STEEL PIPE STRUT
20" DIA DIAGONAL
BOLTS (TYP)
L ALIGNMENT CENTERING
BOLTS (TYP)
L ALIGNMENT CENTERING
NOTES 1 & 2
ALIGNMENT CENTERING BOLT. SEE
HOLE IN DRIVING FRAME FOR 1 1/4" DIA
1 1/4" HEAVY HEX NUT OVER OVERSIZED
ALIGNMENT CENTERING BOLT DETAIL
SCALE: 3" = 1'-0"
F1
PILE TESTING, SEE GENERAL SHEET NOTE 7
SEE NOTE 4
L FENDER,
L CONCRETE FILLED STEEL FENDERS, SEE SHEET SC101
TIMBER PILE CUSHIONS
F1
S O
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D A
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B
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
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ID
1. SEE GENERAL SHEET NOTES 1, 4, AND 6 - 9.
NOTES:
HISTORIC HIGH WATER LEVEL EL 665.07
LOW CONTROL POOL EL 650.20
DESIGN DREDGE LINE (MUD LINE) EL 640.0±
EL 670.75
EL 662.50
EL 652.50
EL 665.25
EL 672.08
EL 650.67
WORKING POINT EL 696.75
8'0 4' 16'
AT EL 670.75
PILE SPACING
C TO C
S E
E P
L A
N
L
4. CONCRETE FILLED STEEL FENDERS NOT SHOWN FOR CLARITY.
3. TIMBER PILE CUSHIONS NOT SHOWN FOR CLARITY.
2. MOORING POST NOT SHOWN FOR CLARITY.
1. SEE GENERAL SHEET NOTES 1 - 3 AND 9.
NOTES:
0 2' 4'1'
S E
E P
L A
N
L
BATTERED PIPE COLLAR
C BATTERED PILE & L C PILE DRIVING LINE (PLUMB PILE) & PIPE COLLARL
PILE CUTOFF EL 672.25
C
TOP OF RING BEAM EL 665.25
L UPPER PIPE STRUTS EL 662.50C
L LOWER PIPE STRUTS EL 652.50C
BOTTOM OF PIPE COLLARS EL 650.67
L
L
CJP TYP
C
(TYP)
C
5/16
DURING BATTERED PILE INSTALLATION.
PILE 'A' FOR RING BEAM INSTALLATION AND TO STABILIZE THE FRAME AGAINST VIBRATION AND IMPACT
2. USE ALIGNMENT CENTERING BOLTS TO APPROXIMATELY CENTER THE DRIVING FRAME COLLAR AROUND
AT 45 DEGREES AROUND PILE 'A' ONLY (TYP AT TOP AND BOTTOM LOCATIONS).
1. OFFSET FIRST CENTERING BOLT 22.5° FROM PILE CL, THEN SPACE SUBSEQUENT CENTERING BOLTS
NOTES:
6"0 3" 1'
CUT PILES PERPENDICULAR TO PILE AXIS, UNLESS INDICATED OTHERWISE.10.
PROPOSED ELEVATION A1 FOR CLARITY.
CONCRETE FILLED STEEL FENDERS, AND PILE CUSHIONS NOT SHOWN ON 9.
530 KIPS TENSION (SKIN FRICTION)
625 KIPS COMPRESSION
16.13 AS FOLLOWS:
CAPACITIES ARE DEVELOPED IN ACCORDANCE WITH SPECIFICATION 31 62
PILE CAPACITY: VERIFY BY TESTING THAT THE REQUIRED ULTIMATE 8.
MD-9 AND MD-11.
(6) BATTERED PILES, ONE IN EACH OF DOLPHINS MD-1, MD-3, MD-5, MD-7,
(11) VERTICAL PILES 'A', ONE IN EACH DOLPHIN; AND
ACCORDANCE WITH SPECIFICATION 31 62 16.13 ON THE FOLLOWING:
TESTING REQUIREMENTS: PERFORM DYNAMIC PILE TESTING IN 7.
SLOPE TO DRAIN.
PROVIDE TROWELED FINISH TO EXPOSED CONCRETE TOP SURFACE AND 6.
REFER TO SHEET SC502 FOR MOORING POST DETAILS.5.
REFER TO SHEET SC502 FOR NAVIGATION LIGHT BASE MOUNTING DETAILS.4.
REFER TO SHEET SC502 FOR RING BEAM DETAILS.3.
REFER TO SHEET SC501 FOR DRIVING GUIDE FRAME DETAILS.2.
SIMILAR EXCEPT AS NOTED.
MOORING DOLPHINS MD-2 THRU MD-11 SHOWN, MOORING DOLPHIN MD-1 IS 1.
GENERAL SHEET NOTES
(FAR SIDE, TYP), SEE GENERAL SHEET NOTE 10
SEE NOTE 2
C MOORING POST,L
SEE NOTE 4
C FENDER,L
C
PILE CUTOFF EL 674.75
C
C
SC501
E4
SC501
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CONSTRUCTION SEQUENCE - (STAGE 1)
SCALE: NTS
CONSTRUCTION SEQUENCE - (STAGE 2)
A4
CONSTRUCTION SEQUENCE - (STAGE 3)
A7
AND CRANE
FLOATING BARGE
TO FINAL DEPTH)
DOLPHIN PILE A (DRIVEN
DOLPHIN PILE A
TEMPORARY SUPPORT PILES
TEMPLATE VERTICAL PILES
TEMPORARY BEAM SEAT
S O
L
IC
IT
A
T
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N N
O
D E
S
IG
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D B
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D E
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C O
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D
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2 3 4 5 6 7 8 9 10
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®of Engineers
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U .S
A
R M
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O R
P S
O F
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IN
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A
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IN
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O
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ID
DRIVING FRAME AND THE ANNULUS GROUTED.
EACH GROUP ARE DRIVEN TO FINAL DEPTH, FULLY CONNECTED TO THE
PILES ARE USED). REMOVE TEMPORARY FRAME SUPPORTS ONCE ALL PILES IN
DETERMINATION AND DESIGN (INCLUDING REQUIRED PENETRATION DEPTH IF
THE CONTRACTOR, INCLUDING THE ARRANGEMENT, TEMPORARY LOADING
DRIVING FRAME. SUITABLE TEMPORARY SUPPORT IS THE RESPONSIBILITY OF
PILES ARE DEPICTED AS ONE POTENTIAL CONCEPT FOR SUPPORTING THE
BECOME UNSTABLE WHEN INSTALLING THE BATTERED PILES. TEMPORARY
OVERALL MISALIGNMENT OF THE DOLPHINS AND PILES AND THE FRAME MAY
PORTIONS OF THE FRAME. OTHERWISE, DEFORMATION MAY RESULT IN
FROM IT WITHOUT SUPPLEMENTAL VERTICAL SUPPORT OF THE OUTSTANDING
DRIVING FRAME, BUT IS NOT DESIGNED FOR THE DRIVING FRAME TO BE 'HUNG'
FINAL DEPTH, VERTICAL PILE 'A' IS ADEQUATE FOR VERTICAL SUPPORT OF THE
PROVIDE TEMPORARY SUPPORT FOR THE DRIVING FRAME. ONCE DRIVEN TO 4.
CONFIGURATION.
REFER TO SHEET SC303 FOR FINAL MOORING DOLPHIN CONSTRUCTION 3.
SEQUENCES.
REFER TO SHEET SC302 FOR STAGE 4 THROUGH STAGE 6 CONSTRUCTION 2.
ILLUSTRATIVE PURPOSES ONLY.
THE DESIGN DRAWINGS AND SPECIFICATIONS. EQUIPMENT SHOWN IS FOR
OF THE CONTRACTING OFFICER, AS NEEDED TO MEET THE REQUIREMENTS OF
THE MEANS AND METHODS OF CONSTRUCTION, SUBJECT TO THE ACCEPTANCE
MOORING DOLPHINS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THIS REPRESENTS ONE POSSIBLE SEQUENCE FOR CONSTRUCTING THE 1.
GENERAL SHEET NOTES
SHEET STAGING SEQUENCE ITEMS
STAGE 1
INSTALL VERTICAL DOLPHIN PILE A.1B.
COMPLETE DEMOLITION / EXTRACTION OF EXISTING TIMBER PILES.1A.
STAGE 2
INSTALL TEMPORARY DRIVING FRAME SUPPORT PILES.2A.
1B
2A
2A
STAGE 3
INSTALL RING BEAM ON PILE A.3E.
BOLTS.
ALIGN DRIVING FRAME AND ALIGN OVER PILE A USING ALIGNMENT CENTERING 3D.
ATTACH SUPPORT BEAM TO BEAM SEATS ON TEMPORARY PILES.3C.
INSTALL TEMPORARY SUPPORT BEAM.3B.
INSTALL DRIVING FRAME.3A.
3A
3C
3B
EXISTING MUD LINE EL VARIES
3D
3E
EXISTING MUD LINE EL VARIES
EXISTING MUD LINE EL VARIES
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CONSTRUCTION SEQUENCE - (STAGE 4)
CONSTRUCTION SEQUENCE - (STAGE 5)
CONSTRUCTION SEQUENCE - (STAGE 6)
DOLPHIN PILE A
TEMPORARY SUPPORT PILES
TEMP DRIVING SADDLE CONCEPT (ELEVATION VIEW)
E6
TEMPORARY DRIVING SADDLE CONCEPT (PLAN VIEW)
E3
DRIVING SADDLE
(TO BE DRIVEN)
BATTERED PILE
BATTERED PILE
FUTURE DRIVEN
BATTERED PILE
FUTURE DRIVEN
POLYETHYLENE SEAL BETWEEN SADDLE AND PIPE PILE (TYP)
PROTECTIVE ULTRA-HIGH-MOLECULAR-WEIGHT
PILE A (PLUMB PILE) BATTERED PILE (TYP)
DRIVING SADDLE
PILE CUTOFF (EL 672.08)
E1
CONSTR SEQUENCE - (STAGE 4)
(DRIVEN TO FINAL DEPTH)
DOLPHIN PILES B, C & D
DOLPHIN PILE A
TEMPORARY SUPPORT PILES
PILES B, C & D
DOLPHIN
DOLPHIN PILE A
PILES B, C & D
DOLPHIN
PILES B, C & D
DOLPHIN
DOLPHIN PILE A
E3 E6
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
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DESIGN OF TEMPORARY WORKS.
RESPONSIBLE TO DETERMINE THE FINAL ARRANGEMENT, SUPPORT AND
INSTALLATION EQUIPMENT, MEANS AND METHODS. CONTRACTOR IS
WHETHER SUCH A DEVICE IS NEEDED BASED ON THE CONTRACTOR'S
BATTERED PILES DURING INSTALLATION. CONTRACTOR SHALL EVALUATE
USED FOR TEMPORARY SUPPORT, ALIGNMENT AND CONTROL OF THE
DEPICTS JUST ONE POTENTIAL CONFIGURATION. A SADDLE IS EXPECTED TO BE
THE TEMPORARY DRIVING SADDLE SHOWN IS FOR INFORMATION ONLY AND 4.
CONFIGURATION.
REFER TO SHEET SC303 FOR FINAL MOORING DOLPHIN CONSTRUCTION 3.
SEQUENCES.
REFER TO SHEET SC301 FOR STAGE 1 THROUGH STAGE 3 CONSTRUCTION 2.
ILLUSTRATIVE PURPOSES ONLY.
THE DESIGN DRAWINGS AND SPECIFICATIONS. EQUIPMENT SHOWN IS FOR
OF THE CONTRACTING OFFICER, AS NEEDED TO MEET THE REQUIREMENTS OF
THE MEANS AND METHODS OF CONSTRUCTION, SUBJECT TO THE ACCEPTANCE
MOORING DOLPHINS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THIS REPRESENTS ONE POSSIBLE SEQUENCE FOR CONSTRUCTING THE 1.
EXISTIN…
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