2. Dwgs 1 of 2 - Big Goose, Little Goose and Goose Creek.pdf
PDF 29 MB Posted
- Solicitation number
- W9128F21B0016
About this file
This solicitation is for a stream restoration project along Big Goose, Little Goose, and Goose Creek in Sheridan, Wyoming. The scope of work includes removing non-native vegetation and contaminated topsoil, excavating and stockpiling topsoil for reuse, removing an existing concrete trail and rebuilding it set back from the channel bank, constructing in-stream features like riffles and vanes, seeding and planting per the drawings and specifications, installing drop structures and drainage structures, and producing a final report and as-built drawings. Incidental work involves pre- and post-construction surveys, materials testing, developing haul roads and borrow areas, and borrow area restoration. A mandatory site visit will be held on August 11, 2021 at 1:00 PM MDT at Washington Park in Sheridan. The Department of the Army Corps of Engineers Engineering District Omaha is the contracting agency.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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SECTION 1135
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BIG GOOSE, LITTLE GOOSE & GOOSE CREEK, WY
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A H
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SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
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RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
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ABBREVIATIONS
COURSE(S)CRS
CROSS GRAINCRG
CORROSIVE RESISTANT STEELCRES
CIRCUMFERENCECRCMF
CARPETCPT
COMPRESSIBLECPRS
COVERCOV
CORRIDORCORR
CONTRACTORCONTR
CONTINUE CONT
CONSTRUCTIONCONSTR
CONNECTCONN
CONCRETECONC
COMPARTMENTCOMPT
COMBUSTIONCOMB
COMMONCOM
COLUMNCOL
CARBON DIOXIDECO2
CLEANOUTCO
COUNTERCNTR
CORNERCNR
CONDUCTIVE NEOPRENE LATEXCNL
CONDUITCND
CONCRETE MASONRY UNITCMU
COMPOSITECMPST
CORRUGATED METAL PIPECMP
CENTIMETER(S)cm
CLEAR WIRED GLASSCLWG
CLEAR(ANCE)CLR
CLOSURECLOS
CLOSETCLO
CONTRACT LIMIT LINECLL
CLEAR GLASSCLGL
CEILING HEIGHTCLG HT
CEILINGCLG
CENTER LINECL
CIRCUIT BREAKERCKT BRKR
CIRCUITCKT
CONSTRUCTION JOINTCJ
CONTROL JOINTCJ
CIRCULARCIRC
CAST-IN-PLACECIP
CURB INLETCI
CAST IRONCI
CHROME PLATEDCHR PL
CHECKCHK
CHIMNEYCHIM
CHAMFERCHFR
CHALKBOARDCH BD
CORNER GUARDCG
CUBIC FEET PER MINUTECFM
COUNTERFLASHINGCFLG
CONDUCTIVE FLOORINGCFI
CERAMICCER
CEMENT PLASTERCEM PLAS
CEMENTCEM
COVER ELEVATIONCE
CLOSED CIRCUIT TELEVISIONCCTV
CUBICLE CURTAIN TRACKCCT
CATCH BASINCB
CAPACITYCAP
CABINETCAB
BOTH WAYSBW
BUILT-UP ROOFINGBUR
BETWEENBTWN
BTU PER HOURBtuH
BRITISH THERMAL UNITBtu
BASEMENTBSMT
BOTH SIDESBS
BRONZEBRZ
BRACKETBRKT
BRICKBRK
BEARING PLATEBRG PL
BEARINGBRG
BRIDGINGBRDG
BRACINGBRCG
BACK PLASTER(ED)BP
BOTTOMBOT
BOTTOM OFBO
BENCHMARKBM
BELOWBLW
BUILDINGBLDG
BUILDING LINEBL
BED JOINTBJT
BITUMINOUSBITUM
BEVELBEV
BRICK EXPANSION JOINTBEJ
BOUNDARYBDRY
BOARDBD
BOOKCASEBC
BULLETIN BOARDBB
ACOUSTICAL WALL TREATMENTAWT
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
AUTOMATICAUTO
ACOUSTICAL TILE CEILINGATC
ASPHALTASPH
ABOVE SUSPENDED CEILINGASC
ASBESTOSASB
AMERICAN REFRIGERATION INSTITUTEARI
ARCHITECTARCH
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ANODIZEANOD
AMPEREAMP
AMBIENTAMB
ALUMINUMALUM
ALTERNATEALT
ACTIVE LEAFA.L.
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
AMPERE INTERRUPTING CAPACITYAIC
AREA INLETAI
AIR HANDLING UNITAHU
ANCHOR AHR
AGGREGATEAGGR
ABOVE FINISHED FLOORAFF
AUTOMATIC DOOR OPERATORADO
ADJACENT, ADJOINING, ADJUSTABLEADJ
ADHESIVEADH
ADDENDUMADDM
ACOUSTICAL CEILING TILEACT
ACOUSTICACST
ALUMINUM CABLE STEEL REINFORCEDACSR
ACCESS PANELACS PNL
ACCESS DOORACS DR
ACRYLIC PLASTICACR
AMERICAN CONCRETE INSTITUTEACI
ACCESSIBLEACC
ALTERNATING CURRENTAC
ABOVEABV
ANCHOR BOLTAB
AIR CONDITIONING UNITA/C UNIT
AIR CONDITIONINGA/C
ANGLEL
FRAMINGFRMG
FORGEDFRG
FRAMEFR
FIRE RESISTANT FR
FEET PER MINUTEFPM
FIREPROOFFP
FIRE PARTITIONFP
FACE OF STUDFOS
FACE OF MASONRYFOM
FACE OF FINISHFOF
FACE OF CONCRETEFOC
FENCEFN
FLUORESCENTFLUOR
FLOOR PLATEFLR PL
FLOORINGFLG
FLEXIBLEFLEX
FLOORFLR
FLASHINGFLASH
FLUSH JOINTFJT
FIXTUREFIXT
FINISH FLOORFIN FLR
FINISHFIN
FIGUREFIG
FLAT HEAD WOOD SCREWFHWS
FIRE HOSE STATIONFHS
FIRE HOSE RACKFHR
FLAT HEAD MACHINE SCREWFHMS
FIRE HOSE CABINETFHC
FLAT HEADFH
FIRE HYDRANTFH
FIBERGLASSFGL
FACTORY FINISHFF
FIRE EXTINGUISHER CABINETFEC
FIRE EXTINGUISHER BRACKETFEB
FIRE EXTINGUISHERFE
FOUNDATIONFDTN
FIRE DAMPERFDMPR
FLOOR DRAINFD
FAN COIL UNITFCU
FLOOR CLEANOUTFCO
FLOOR CONSTRUCTION JOINTFCJ
FACINGFCG
FACE BRICKFC BRK
FOOT CANDLEFC
FIRE BRICKF BRK
FRESH AIR INTAKEFAI
FIRE APPARATUS CLOSETFAC
FRESH AIRFA
FIRE ALARMFA
FAHRENHEITF
EXTERIOREXT
EXPANSION BOLTEXP BT
EXPOSEDEXP
EXPANSIONEXP
EXISTINGEXST
EXHAUST AIREXH A
EXHAUSTEXH
EXCAVATEEXC
ENTERING WATER TEMPERATUREEWT
ELECTRIC WATER COOLEREWC
ESTIMATE(D)EST
ESCALATORESCAL
EQUIPMENTEQUIP
EQUALEQ
EPOXY COATINGEPY
EXPLOSION PROOFEPRF
ELECTRICAL PANELBOARDEP
ENTRANCE, ENTERINGENTR
ENCLOSE(URE)ENCL
EMERGENCYEMER
ESTIMATED MAXIMUM DEMANDEMD
EXPANDED METAL EM
ELECTRICELEC
ELEVATION - GRADE OR BUILDINGEL
EXPANSION JOINTEJ
EACH FACEEF
ENTERING AIR TEMPERATUREEAT
EACHEA
EASTE
DIRECT EXPANSIONDX
DUMBWAITERDWTR
DRAWERDWR
DOWELSDWLS
DRAWINGDWG
DOVETAIL DVTL
DRAIN TILEDT
DOWNSPOUTDS
DOUBLE STRENGTH (GLASS)DS
DOOR CLOSERDR CL
DRAINBOARDDRB
DRAINDR
DOORDR
DOWNDN
DEMOUNTABLEDMT
DAMPERDMPR
DAMPPROOFINGDMPF
DEAD LOADDL
DIVISIONDIV
DISTRIBUTION PANELDISTR PNL
DISPENSERDISP
DISCONNECTDISC
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA
DUCT HEATERDH
DOUBLE HUNGDH
DRINKING FOUNTAINDF
DETAILDET
DEPARTMENTDEPT
DEPRESSIONDEPR
DEMOLITIONDEMO
DEGREEDEG
DUMMY CONTROL JOINTDCJT
DOWELED CONTROL JOINTDCJ
DOUBLE ACTING DOORDBL ACT DR
DOUBLEDBL
DRY BULBDB
DATUMDAT
PENNY (AS IN NAIL - 10D)d
CYLINDERCYL
COLD WATERCW
CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH
CEILING VENTCV
CUBIC YARDSCU YD
CABINET UNIT HEATERCUH
CUBIC FEETCU FT
COPPERCu
CONDENSING UNITCU
CENTERCTR
CENTER TO CENTERC TO C
CURRENT TRANSFORMERCT
CERAMIC TILECT
CASEMENTCSMT
COUNTERSUNKCSK
CAST STONECS
LIGHTINGLTG
LIGHTWEIGHTLT WT
LIGHTLT
LAWN SPRINKLERLS
LIVING ROOMLR
LOW POINTLPT
LIGHTPROOF LOUVERLPL
LIGHTPROOF DOORLPD
LIGHTPROOFLP
LONGITUDINALLONG
LINTELLNTL
LIMESTONELMST
LUMENLM
LEAD-LINED DOORLLD
LIVE LOADLL
LOCKERLKR
LINEARLIN
LEFT HAND(ED)LH
LENGTHLG
LOADINGLDG
LOADLD
LIGHT CONTROLLC
LUMBERLBR
LABELLBL
POUNDLB
LAG BOLTLB
LAVATORYLAV
LAUNDRYLAU
LEAVING AIR TEMPERATURELAT
LAMINATELAM
LADDERLAD
LABORATORYLAB
KEYWAYKWY
KILOWATTkW
KILOVOLT AMPERES REACTIVEkVAR
KILOVOLT AMPERESkVA
KILOVOLTSkV
KICKPLATEKPL
KNOCKOUT PANELKOP
KITCHENKIT
KILOPOUND (1000 POUNDS)KIP
JOINTJT
JOISTJST
JUNCTIONJCT
JUNCTION BOXJ-BOX
JANITOR’S CLOSETJAN CLO
INSIDE PIPE SIZEI.P.S.
IRON PIPE SIZEIPS
IRON PIPEIP
INVERTINV
INTERMEDIATEINTM
INTERIORINT
INSULATIONINSUL
INSULATING FILLINSF
INCLUDEDINCL
INCINERATORINCIN
INCHIN
INTERLOCKILK
ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA
INSIDE DIAMETERID
INTERCOMIC
HERTZHz
HYDRAULICHYDR
HEATING, VENTILATING AND AIR CONDITIONINGHVAC
HEATERHTR
HEATINGHTG
HEIGHTHT
HOUSEKEEPINGHSKPG
HIGH-STRENGTH GYPSUM PLASTERHSGYP
HIGH STRENGTHHS
HOURHR
HIGH POINTHPT
HORSEPOWERHP
HIGH PRESSUREHP
HORIZONTALHORIZ
HANDRAILHNDRL
HOLLOW METALHM
HOOK(S)HK
HANDHOLEHH
HEXAGONHEX
HIGH EARLY-STRENGTH CEMENTHES
HARDWOODHDWD
HARDWAREHDW
HEADERHDR
HEAD JOINTHD JT
HARDBOARDHDBD
HEAVY DUTYHD
HEADHD
HANDICAPPEDHCP
HALON CONTAINMENT DAMPERHCD
HOLLOW COREHC
HOSE BIBBHB
GYPSUM PLASTERGYP PLAS
GYPSUM BOARDGYP BD
GYPSUMGYP
GLAZED WALL TILEGWT
GROUTGT
GLAZED STRUCTURAL UNITSGSU
GLAZED STRUCTURAL TILEGST
GRATINGGRTG
GRADE LINEGR LN
GRANITEGRAN
GYPSUM TILEGPT
GALLONS PER MINUTEGPM
GOVERNMENTGOVT
GROUNDG
GLAZED CONCRETE MASONRY UNITSGLZ CMU
GLAZINGGLZ
GLASS FIBERGLF
GLASS BLOCKGL BLK
GLASSGL
GASKET(ED)GKT
GALVANIZED IRON PIPEGIP
GALVANIZED IRONGI
GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
GOVERNMENT-FURNISHED EQUIPMENTGFE
GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FACEGF
GENERALGEN
GENERAL CONTRACTORGC
GRAB BARGB
GALVANIZED STEELGALV STL
GALVANIZEDGALV
GALLON(S)GAL
GAGEGA
NATURAL GASG
FABRIC WALL COVERINGFWC
FIRE WATERFW
FUTUREFUT
FURRINGFURG
FOOTINGFTG
FEETFT
FASTEN(ER)FSTNR
FULL SIZEFS
FIRE-RETARDANTFRT
PRESTRESSED CONCRETEPS CONC
PRESSED STEELP.S.
PIPE SPACEPS
PRESSURE-REGULATING VALVEPRV
PROJECTPROJ
PARKINGPRKG
PREFORMEDPREFMD
PREFINISHEDPREFIN
PREFABRICATE(D)PREFAB
PAIRPR
PARTS PER MILLIONPPM
POLISHED PLATE GLASSPPGL
PORTABLEPORT
PORCELAINPORC
POLISHEDPOL
PAINT(ED)PT
PANELPNL
PLYWOODPLYWD
PLATE GLASSPL GL
PILINGPLG
POUNDS PER LINEAR FOOTPLF
PLUMBINGPLBG
PLATFORMPLAT
PLASTERPLAS
PLASTIC LAMINATEPLAM
PROPERTY LINEPL
PLATEPL
POST INDICATING VALVEPIV
PREFAB ISOLATION POWER UNITPIPU
POINT OF INTERSECTIONPI
PHARMACYPHAR
PHASEPH
PERIMETERPERIM
PERFORATE(D)PERF
PEDESTALPED
PAVEMENT DRAINPD
CEMENT PLASTER (PORTLAND)PCP
POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
PIECEPC
PUSH BUTTON STATIONPBS
PARTICLE BOARDPBD
PANIC BARPB
PARALLELPAR
PUBLIC ADDRESSPA
POLEP
OBSCURE WIRED GLASSOWGL
OUTSIDE SCREW AND YOKEOS & Y
OPERATIONSOPS
OPAQUEOPQ
OPPOSITEOPP
OPENINGOPNG
OPPOSITE HANDOPH
OVALHEAD WOOD SCREWOHWS
OVALHEAD MACHINE SCREWOHMS
OVERHEADOH
OBSCURE GLASSOGL
OFFICEOFC
OUTSIDE DIAMETEROD
ON CENTER EACH WAYOCEW
ON CENTEROC
OBSERVATION WINDOWOBW
OBSCUREOBSC
OUTSIDE AIROA
NOT TO SCALENTS
NOT REQUIREDN’’REQD
NOISE REDUCTION COEFFICIENTNRC
NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
NORMALLY OPENNO
NONMETALLICNM
NEOPRENE LATEXN.L.
NAILABLENL
NOT IN CONTRACTNIC
NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
NORMALLY CLOSEDNC
NATURALNAT
NORTHN
MULLIONMULL
MOVABLEMVBL
METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
MOUNTMT
METAL THRESHOLDMT
MACHINE SCREWSMS
METAL ROOF DECKINGMRD
MARBLE BASEMRB
MOP RECEPTORMR
MOVABLE PARTITIONMP
MOTORMOT
MODIFIEDMOD.
MODULARMOD
MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
MILLIMETER(S)mm
MILLWORKMLWK
MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
MANHOLEMH
MATTE-GLAZED TILEMGT
MOTOR GENERATORMG
MANUFACTURERMFR
MANUFACTURINGMFG
METAL FLOOR DECKINGMFD
METAL EDGE STRIPMES
MEMBRANEMEMB
MEDIUMMED
MECHANICAL ROOMMECH RM
MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
MASONRYMAS
MACHINEMACH
MATCHED AND BEADEDM&B
METER(S)m
LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
LIGHTNINGLTNG
THICK(NESS)THK
TRUSS HEADTH
TOGGLETGL
TONGUE AND GROOVET&G
TERMINALTERM
TERRAZZOTER
TEMPORARYTEMP
TEMPERATURETEMP
TELEPHONETEL
TERRA COTTATC
TOWEL BARTB
TANGENTTAN
TREADT
SYSTEMSYS
SYNTHETICSYNTH
SYMMETRICALSYMM
SWITCHBOARDSWBD
SWITCHSW
SHEET VINYL SV
SUSPENDEDSUSP
SUBFLOORSUB FL
STAIRWAYSTWY
STRUCTURALSTRUCT
STRINGERSTR
STATIC PRESSUREST PR
STORAGESTOR
STEELSTL
SEATINGSTG
STANDARDSTD
STATIONSTA
STAINLESS STEELSST
STANDING SEAM (ROOF)SS
SERVICE SINKSS
SHELF AND RODS&R
SQUARE HEADSQHD
SQUARESQ
SPEAKERSPKR
SPACE HEATERSPH
SPECIAL FINISHSP FIN
SOUNDPROOFSPF
SPECIFICATIONSPEC
SOUNDPROOF DOORSPD
SPECIALSPCL
SPACERSPC
SHUT OFF VALVESOV
SHEET METAL SCREWSSMS
SHEET METALSM
SLEEVESLV
SEALANTSLNT
SKYLIGHTSKLT
STEEL JOIST INSTITUTESJI
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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
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WELDED WIRE REINFORCEMENTWWR
WELDED WIRE MESHWWM
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:35:07 PM 7/13/2021
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US Army Corps
U .S
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:41:18 PM 7/13/2021
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WASHINGTON PARK (OPTION 1)
SHELTERED ACRES PARK (OPTION 1)
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US Army Corps
U .S
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:51:41 PM 7/13/2021
G -0
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:46:53 PM 7/13/2021
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STAGING AREA
PARK
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DISPOSAL AREA
SHELTERED ACRES PARK - AREA B
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WASHINGTON PARK - AREA F
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:51:20 PM 7/13/2021
G -0
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SHERIDAN
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NOT TO SCALE
S H
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J U
L Y
83 E RIDGE ROAD, SHERIDAN, WY 82801
1. DISPOSAL AREA IS THE SHERIDAN CITY LANDFILL LOCATED AT
NOTES:
L
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N N
O
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S
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D B
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D E
S C
R
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T
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A
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IT
T E
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D B
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D R
A W
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IS
S
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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R S
T
T T
T
T
T
BORING S-2
BORING S-1
PIEZOMETER SA-P5PIEZOMETER SA-P3
PIEZOMETER SA-P4
PIEZOMETER SA-P2
PIEZOMETER SA-P1
BORING S-4
PIEZOMETER WA-P2
PIEZOMETER WA-P1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
B -0
.d
A H
A D
IS
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T
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A H
A
N E
C
A P
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O L A
V E
100' 200'0
SCALE: 1" = 100'
NORTH
PLAN/TRUE
AREA 101
AREA 102
S H
E R
ID
A N
W Y
O M
IN
G
S. MAIN ST
E BURROWS ST
B-001
A N
S I
D
B O
R
IN
G A
N D P
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M E
T E
R L
O C
A T
IO
N S
K
H A
L L
GOOSE CREEK
LIT
TL
E
SHELTERED ACRES PARK
WASHINGTON PARK
LEGEND
T PIEZOMETER LOCATION (PIEZOMETERS INSTALLED MAY & JUNE 2018)
BORE HOLE LOCATION (DRILLING AND SAMPLING COMPLETED JUNE 2019)
L
IT
T L E G
O O
S E C
R E
E K
S . S
H E
R
ID
A N A
V E
W F
B
S H
E E
T O
F
S E
C T
IO
N
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G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
SEE LOCATION MAP ON SHT. G-005.
NOTE: DISTANCE BETWEEN PROJECT AREAS NOT SHOWN TO SCALE.
FOR THE CONSTRUCTION CONTRACTOR.
4. BORING S-2 AND PIEZOMETERS SA-P2 THRU SA-P5 ARE PROVIDED FOR ADDED SUBSURFACE INFORMATION
02 41 00 DEMOLITION.
CD103. PIEZOMETERS SHALL BE DEMOLISHED AND ABANDONED AS INDICATED IN SPECIFICATION SECTION
3. PIEZOMETERS SA-P1, WA-P1 AND WA-P2 ARE TO BE REMOVED. SEE DEMOLITION PLAN DRAWING SHTS. CD102 AND
2. SHELTERED ACRES PARK AND WASHINGTON PARK PIEZOMETER READINGS ARE GIVEN ON SHTS. B-007 THRU B-010.
1. BORING LOGS ARE PRESENTED ON SHTS. B-004 THRU B-006.
NOTES:
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
J U
L Y
AREA 112
D
G A
A R
E
D
G A
A R
E
T
M A
T U
S K
A
THE PIEZOMETERS.
AMERICAN ENGINEERING TESTING (SHERIDAN, WY) TO COMPLETE DRILLING AND LOGGING OF
COMPLETE BORINGS AND PIEZOMETER INSTALLATIONS. WWC ENGINEERING TEAMED WITH
MONITORING. THE CITY OF SHERIDAN CONTRACTED WITH WWC ENGINEERING (SHERIDAN, WY) TO
COMPLETED IN MAY AND JUNE 2018 TO INSTALL PIEZOMETERS FOR GROUNDWATER
2. BORINGS SA-P1 THROUGH SA-P5, WA-P1 AND WA-P2, AND TR-P1 THROUGH TR-P5 WERE
COMPLETED BY USACE-OMAHA DISTRICT IN JUNE 2019.
1. BORINGS S-1 THROUGH S-11 (EXCEPT S-3 AND S-6, WHICH WERE NOT DRILLED) WERE
GENERAL NOTES:
L
IC
IT
A T
IO
N N
O
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S
IG
N E
D B
Y
D E
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U .S
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37303730
CB
C
CB
C
37353735 373537353735
37353735
37353735 3735373
CB
D
D
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3740 3740 3740 3740
3740 3740
CB
D
D
CB
CB
L E
W
IS
S
T
CB
D
D
COCO
D
3750375
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
V E
50' 100'0
NORTH
PLAN/TRUE
S H
E R
ID
A N
W Y
O M
IN
G
LE
W
IS
S
T
S H
E E
T O
F
B-002
A N
S I
D
B O
R
IN
G A
N D P
IE
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M E
T E
R L
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A T
IO
N S
K
H A
L L
D
G A
A R
E
G O
O S
E C
R E
E K
LEGEND
BORE HOLE LOCATION (DRILLING AND SAMPLING COMPLETED JUNE 2019)
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
E K
W Y
W Y
B -0
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SCALE: 1" = 50'
BIG GOOSE CREEK
L
IT
T L E G
O O
S E C
R E
E K
M A
R
IO
N S
T
MILL PARK
S H E R
ID
A N
PATH
W
AY
BORING S-5
2. NO PIEZOMETERS WERE INSTALLED IN THIS PROJECT REACH.
1. BORING LOG FOR BORE HOLE S-5 IS PRESENTED ON SHT. B-005.
NOTES:
W F
B
AREA 103 AREA 104
D
G A
A R
E
T
M A
T U
S K
A
J U
L Y
L
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®of Engineers
US Army Corps
U .S
A R
M Y C
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F E
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E E
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3709.17'
OUT
24" CNC
15 3
37253725
3709.17'
OUT
24" CNC
A H
A D
IS
T R
IC
T
O M
A H
A
N E
C
A P
IT
O L A
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100' 200'0
NORTH
PLAN/TRUE
S H
E R
ID
A N
W Y
O M
IN
G
D A
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D A
N A A
V E
W 15TH STREET
G O
O S
E C
R E
E K
A R
E A
A R
E A
A R
E A
LEGEND
T PIEZOMETER LOCATION (PIEZOMETERS INSTALLED MAY & JUNE 2018)
BORE HOLE LOCATION (DRILLING AND SAMPLING COMPLETED JUNE 2019)
PIEZOMETER TR-P1
BORING S-9
BORING S-10
BORING S-8
BORING S-7
BORING S-11
W 16TH STREET
T
DOG PARK
W 16TH STREET
THORNE-RIDER PARK
S E
C T
IO
N
B
IG
G
O O
S E L
IT
T L E G
O O
S E G
O O
S E C
R E
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W Y
W Y
B -0
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S H
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T O
F
B-003
B O
R
IN
G A
N D P
IE
Z O
M E
T E
R L
O C
A T
IO
N S
K
H A
L L
D
G A
A R
E
SCALE: 1" = 100'
W F
B
A R
E A
A R
E A
CONTRACTOR.
3. BORINGS S-8 THRU S-11 ARE PROVIDED FOR ADDED SUBSURFACE INFORMATION FOR THE CONSTRUCTION
02 41 00 DEMOLITION.
PIEZOMETER TR-P1 SHALL BE DEMOLISHED AND ABANDONED AS INDICATED IN SPECIFICATION SECTION
2. PIEZOMETER TR-P1 IN AREA 107 IS TO BE REMOVED. SEE DEMOLITION PLAN DRAWING SHT. CD107.
1. BORING LOGS ARE PRESENTED ON SHTS. B-004 THRU B-006.
NOTES:
A N
S I
D
D
G A
A R
E
T
M A
T U
S K
A
J U
L Y
A R
E A
A R
E A
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
®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
N M LL PI
JUNE 4, 2019
10.0
21.5
24.0
18.6 20.1 22.0
N M LL PI
15.2
21.4
30.4
30.5
N M LL PI
JUNE 5, 2019
16.3
28.4
3.0
5.8
JUNE 10, 2019
SC
CH
34CL18
SC
CH
26 11 62 41
TOPSOIL
SP-SM
50 33 FAT CLAY, dark grayish brown, stiff, 95% fines, 5% fine sand, moist blocked by coarse gravel, at 3 ft - no roots with trace iron oxide staining trace roots, trace gravel chips and powder, tip of sampling shoe sand, 19% medium sand, 10% coarse sand, 9% fine gravel, moist, CLAYEY SAND, olive brown, medium dense, 47% fines, 15% fine
TOPSOIL
BORING TERMINATED AT 15 FT
34 CL 15
CL
35CL14
SM
gravel, wet, little wood with black streaking 17% fine sand, 15% medium sand, 9% coarse sand, 35% fine gravel, 2% coarse SILTY SAND WITH GRAVEL, yellowish brown, medium dense, 22% fines, GW-GM gravel, wet, with iron oxide staining 31% medium sand, 17% coarse sand, 30% fine gravel, 3% coarse SAND WITH SILT AND GRAVEL, gray, dense, 8% fines, 11% fine sand, SW-SM
CL
TOPSOIL
CL
SP-SM
CH
CH
SM
medium sand, trace coarse sand, trace fine gravel, moist, trace roots SANDY LEAN CLAY, dark grayish brown, soft, fines, fine sand, some sand, wet SILTY SAND, greenish gray, dense, 30% fines, 69% fine sand, 1% medium
FAT CLAY (SHALE), black, hard, 98% fines, 2% fine sand, dry
BORING TERMINATED AT 15 FT
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
ELEV. 3781+-
+-ELEV. 3759
ELEV. 3772
2% medium sand, moist SANDY LEAN CLAY, pale brown, stiff, 66% fines, 32% fine sand, 62% medium sand, 2% coarse sand, wet, 1 ft sand heave SAND WITH SILT, pale brown, loose, 6% fines, 30% fine sand, gravel, 4% coarse gravel, moist to wet 15% fine sand, 27% medium sand, 9% coarse sand, 23% fine CLAYEY SAND WITH GRAVEL, olive yellow, dense, 22% fines, staining, trace white streaking sand, 1% medium sand, moist, trace iron oxide and manganese FAT CLAY (WEATHERED SHALE), gray, hard, 97% fines, 2% fine medium sand, moist SANDY LEAN CLAY, pale brown, soft to medium stiff, fines, fine sand, trace
10% medium sand, 5% coarse sand, 3% fine gravel, moist, trace roots SANDY LEAN CLAY, dark grayish brown, soft, 55% fines, 27% fine sand, sand, 1% coarse sand, 1% fine gravel, moist to wet SANDY LEAN CLAY, dark gray, soft, 58% fines, 35% fine sand, 5% medium
21% coarse gravel, wet, with iron oxide staining 9% fine sand, 22% medium sand, 12% coarse sand, 26% fine gravel, GRAVEL WITH SILT AND SAND, light brownish gray, dense, 10% fines, moist SANDY LEAN CLAY, pale brown, soft, fines, fine sand, trace medium sand, laminations and black colored laminations trace medium sand, moist, trace black streaking, at 15 ft, 0.01-inch micaceous FAT CLAY (WEATHERED SHALE), gray, hard, fines, trace fine sand, 12% coarse gravel, dry 11% fine sand, 25% medium sand, 12% coarse sand, 32% fine gravel, SAND WITH SILT AND GRAVEL, yellowish brown, medium dense, 8% fines, BORING TERMINATED AT 18.5 FT
TOPSOIL, brown, medium stiff, moist, with roots
TOPSOIL, brown, medium stiff, moist, with roots
TOPSOIL, brown, medium stiff, moist, with roots
S-1 (SHELTERED ACRES PARK)
S-2 (SHELTERED ACRES PARK)
S-4 (WASHINGTON PARK)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:24:23 PM 7/9/2021
H
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B-004B-004
C F
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C F
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C H
C F
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T L E G
O O
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IO
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.d g n
W Y
B -0
.d g n
S H
E E
T O
F
S H
E E
T O
F
K
H A
L L
K
H A
L L
W F
B
CONTRACTOR.
2. BORING S-2 IS PROVIDED FOR ADDED SUBSURFACE INFORMATION FOR THE CONSTRUCTION
1. BORING LEGEND, BORING NOTES, AND CLASSIFICATION OF SOILS ARE SHOWN ON SHT. B-005.
NOTES:
T
M A
T U
S K
A T
M A
T U
S K
A
J U
L Y
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
®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
N M LL PI
E L E
V A
T
IO
N F
E E
T N
A V
D
N M LL PI
TOPSOIL
BORING TERMINATED AT 16.5 FT
JUNE 7, 2019
JUNE 10, 2019
ELEV. 3745
ELEV. 37173720
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
60+
10.5
25.5
35.0
28.9
20.7
46.4
7.8
25.5
GRAVEL
GRAVEL SURFACING, gray, medium dense to dense, moist sand, some coarse sand, some fine gravel, moist CLAYEY SAND, olive brown, loose, fines, medium sand, fine
SC
CL
ML
CL
sand, some medium sand, trace coarse sand, trace fine gravel, moist SANDY LEAN CLAY, dark grayish brown, medium stiff, fines, fine
SILT WITH SAND, dark yellowish brown, soft, 85% fines, 15% fine sand, moist medium sand, moist SANDY LEAN CLAY, pale brown, medium stiff, fines, fine sand, trace CL
MH
26 3
83 29
68 31 54 37
SPT REFUSAL ENCOUNTERED AT 18.7 FT
SP/GP
*GROUND WATER TABLE MEASURED 72 HOURS AFTER DRILLING ENDED
7% medium sand, moist SANDY ELASTIC SILT, black, medium stiff, 55% fines, 38% fine sand, CH
CH
trace iron oxide staining, trace black streaking SHALE, slightly weathered, gray, hard, 97% fines, 3% fine sand, moist, 6% medium sand, moist, trace iron oxide staining, trace white streaking FAT CLAY (WEATHERED SHALE), gray, hard, 81% fines, 13% fine sand, GROUND WATER TABLE NOT ENCOUNTERED DURING DRILLING
STABILIZED GROUND WATER LEVEL MEASUREMENTS NOT TAKEN
CH
some coarse sand, some fine gravel, trace fine gravel, moist, trace roots CLAYEY SAND, olive brown, loose, fines, medium sand, fine sand, SM sand, 1% coarse sand, wet, nonplastic, with black mineral staining SILTY SAND, grayish brown, loose, 26% fines, 61% fine sand, 12% medium
SP-SM
fines, wet medium sand, some coarse sand, some coarse gravel, some fine sand, some SAND WITH SILT AND GRAVEL, yellowish brown, medium dense, fine gravel, GW-GM medium sand, coarse gravel, some coarse sand, some fines, some fine sand, wet GRAVEL WITH SILT AND SAND, light brownish gray, medium dense, fine gravel,
0.5 feet of sand heave at 8 feet, 2 feet of sand heave at 13 feet 22% fine sand, 56% medium sand, 7% coarse sand, 9% fine gravel, wet SAND WITH SILT, very dark gray, loose to medium dense, 6% fines, 32 14 sand, 2% medium sand, 1% coarse sand, moist, trace black streaking LEAN CLAY (WEATHERED SHALE), pale yellow, hard, 90% fines, 7% fine sand, moist, trace black streaking SHALE, slightly weathered, gray, hard, fines, trace fine sand, trace medium
CL
SP-SM
TOPSOIL, brown, medium stiff, moist, with roots
Geologist noted sand with fine to coarse gravel layer between 10 and 13 feet
BORING LEGEND
M
LL
PI
N
% fines
DRILL HOLE NUMBER
DATE BORING COMPLETED
NATURAL MOISTURE CONTENT IN PERCENT
LIQUID LIMIT
PLASTICITY INDEX
STANDARD PENETRATION BLOW COUNT.
NUMBER OF BLOWS FOR A 140-POUND WEIGHT
DROPPING 30 INCHES, TO DRIVE A 2-INCH
OUTSIDE DIAMETER SAMPLER, 1 FOOT.
PERCENT OF SOIL BY DRY WEIGHT PASSING
THE NO. 200 SIEVE
BORING NOTES
1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD AND
LABORATORY DATA. THE TERMS "DRY, MOIST, WET, ETC." ARE FIELD DESCRIPTIONS MADE
BY THE INSPECTOR IN THE FIELD AT THE TIME OF DRILLING. SEE "M" ON THE CONDENSED
LABORATORY CLASSIFICATIONS ARE IN ACCORDANCE WITH ASTM D 2487.
LOG OF BORINGS FOR LABORATORY DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL.
2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT THEIR RESPECTIVE
JUNE 7, 2019
S-5
GROUND WATER LEVEL ENCOUNTERED DURING DRILLING
GROUND WATER LEVEL ENCOUNTERED AT THE END OF DRILLING
GROUND WATER LEVEL ENCOUNTERED AFTER 24 HOURS
FROM TOPOGRAPHIC SURVEY (NAVD 88)
TOP OF BORING ELEVATION ESTIMATED
LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT THAT TIME. THE BORING LOGS ARE
3. COBBLES AND BOULDERS CAN BE ANTICIPATED AT ANY DEPTH ABOVE THE WEATHERED SHALE.
ELEV. 3745+-
some medium sand, trace coarse sand, trace fine gravel, moist SANDY LEAN CLAY, dark grayish brown, very soft, fines, fine sand, S-5 (MILL PARK)
S-7 (THORNE-RIDER PARK)
CLASSIFICATION OF SOILS
GC
GM
GP
GW
SW
SC
SP
SM
ML
CL
CH
CL-ML, SM-SP, SM-SC, SM-SW, OR GC-GW
FOR SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS; I.E.,
DUAL CLASSIFICATION - COMBINATION GROUP SYMBOLS ARE USED
CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES
SILTY GRAVEL OR GRAVEL-SAND-SILT MIXTURES
POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES
WELL GRADED GRAVELS OR GRAVEL-SAND MIXTURES
WELL GRADED SANDS OR GRAVELLY SANDS
CLAYEY SANDS, SAND-CLAY MIXTURES
POORLY GRADED SANDS OR GRAVELLY SANDS
SILTY SANDS OR SAND-SILT MIXTURES
SILTS, SANDY SILTS, OR CLAYEY SILTS
LEAN, SANDY, SILTY OR GRAVELLY CLAYS
FAT CLAYS
CONSIDERED REPRESENTATIVE OF THE SOILS WHICH WERE ENCOUNTERED AT THAT LOCATION;
HOWEVER, THE WATER LEVEL RECORDED CAN FLUCTUATE APPRECIABLY AT DIFFERENT SEASONS
CONTRACTOR SHOULD IDENTIFY GROUND WATER CONDITIONS PRIOR TO THE TIME OF
CONSTRUCTION.
HIGH WATER.
4. SOIL BORING S-3 WAS NOT COMPLETED. BORING LOCATION WAS NOT ACCESSIBLE DUE TO
6. FOR SOIL BORING LOCATIONS, SEE SHTS. B-001 THRU B-003.
OF THE YEAR OR FROM YEAR-TO-YEAR DEPENDING LARGELY ON CLIMATIC CONDITIONS. THE
TO TREES.
5. SOIL BORING S-6 WAS NOT COMPLETED BECAUSE IT'S LOCATION WAS NOT ACCESSIBLE DUE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:27:11 PM 7/9/2021
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.d g n
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K
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L L
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H A
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W F
B
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A T
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B
C
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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
BORING TERMINATED AT 23.5 FT
N M LL PI
TOPSOIL
N M LL PI
TOPSOIL
BORING TERMINATED AT 27.5 FT
N M LL PI
TOPSOIL
BORING TERMINATED AT 23.5 FT
N M LL PI
TOPSOIL
JUNE 12, 2019
JUNE 11, 2019
JUNE 12, 2019
JUNE 10, 2019
ELEV. 3714
ELEV. 3715
ELEV. 3714
ELEV. 3713
E L E
V A
T
IO
N F
E E
T N
A V
D
E L E
V A
T
IO
N F
E E
T N
A V
D
60+
SPT REFUSAL ENCOUNTERED AT 12.9 FT
E L E
V A
T
IO
N F
E E
T N
A V
D
7.3
14.2
23.0
8.4 12.0
16.6
8.4
20.8
26.8
28.1
23.2 21.8
SC
CL
CL
SP
SP
CH
iron oxide staining sand, some coarse sand, some fine gravel, moist, trace roots, trace CLAYEY SAND, olive brown, medium dense, fines, medium sand, fine trace medium sand, moist, trace iron oxide staining SANDY LEAN CLAY, pale brown, medium stiff, fines, fine sand, medium sand, trace coarse sand, trace fine gravel, moist, trace wood pieces SANDY LEAN CLAY, dark grayish brown, soft, fines, fine sand, some
SP-SM
some fines, trace coarse sand, wet, 1.8 feet of sand heave at 8 feet SAND WITH SILT, pale brown, loose, medium sand, fine sand,
1.5 feet of sand heave at 10 feet 59% medium sand, 19% coarse sand, 5% fine gravel, wet SAND, yellowish brown, loose to medium dense, 3% fines, 14% fine sand, GW-GM some fine sand, wet gravel, medium sand, coarse gravel, some coarse sand, some fines, GRAVEL WITH SILT AND SAND, light brownish gray, dense, fine
SC-SM
sand, 2% coarse sand, 1% fine gravel, wet; 1 foot of sand heave at 20 feet SAND, olive brown, medium dense, 4% fines, 59% fine sand, 34% medium
20% fine sand, 17% medium sand, 14% coarse sand, 19% fine gravel, wet SILTY, CLAYEY SAND WITH GRAVEL, gray, medium dense, 30% fines, hard, fines, trace fine sand, moist SHALE, highly weathered at 21 feet to slightly weathered at 22 feet, gray, 22 537
SC
SP-SM
24 6
SC-SM
GW-GM
SP
SM
CL
SC-SM
GW-GM
SP-SM
CL
CH
moist, trace roots CLAYEY SAND, olive brown, medium dense, fines, medium sand, fine sand, some coarse sand, some fine gravel, 20% fine gravel, 1% coarse gravel, dry SILTY, CLAYEY SAND WITH GRAVEL, gray, dense, 29% fines, 21% fine sand, 20% medium sand, 9% coarse sand, sand, some fines, some fine sand, wet GRAVEL WITH SILT AND SAND, light brownish gray, dense, fine gravel, medium sand, coarse gravel, some coarse
SAND, yellowish brown, dense, medium sand, coarse sand, some fine sand, trace fine gravel, trace fines, wet
SILTY SAND, grayish brown, loose, fine sand, fines, some medium sand, trace coarse sand, wet
SANDY LEAN CLAY, pale brown, medium stiff, fines, fine sand, trace medium sand, moist
FAT CLAY (WEATHERED SHALE), gray, hard, fines, some fine sand, some medium sand, moist, trace black streaking
SHALE, slightly weathered, gray, hard, fines, trace fine sand, moist
CH
36853685
TOPSOIL, brown, medium stiff, moist, with roots TOPSOIL, brown, medium stiff, moist, with roots some coarse gravel, some fine sand, some fines, dry, trace iron oxide staining SAND WITH SILT AND GRAVEL, yellowish brown, medium dense, fine gravel, medium sand, some coarse sand, some coarse sand, wet SILTY, CLAYEY SAND WITH GRAVEL, gray, medium dense, fines, fine sand, fine gravel, medium sand, some coarse sand, some fines, some fine sand, wet, trace black streaking GRAVEL WITH SILT AND SAND, light brownish gray, very dense, fine gravel, medium sand, coarse gravel, some coarse gravel, some fine sand, some fines, wet, trace iron oxide staining SAND WITH SILT AND GRAVEL, yellowish brown, dense, fine gravel, medium sand, some coarse sand, SANDY LEAN CLAY, dark grayish brown, stiff, fines, fine sand, some medium sand, trace coarse sand, trace fine gravel, moist
SC
SP-SM
SP
sand, some coarse sand, some fine gravel, moist, trace roots CLAYEY SAND, olive brown, medium dense, fines, medium sand, fine
TOPSOIL, brown, medium stiff, moist, with roots
COAL seam, 0.1 feet in thickness, wet, platy, blackCOAL trace coarse sand, wet SAND WITH SILT, pale brown, loose, medium sand, fine sand, some fines, some fine sand, trace fine gravel, trace fines, wet, trace coal fragments SAND, yellowish brown, medium dense, medium sand, coarse sand, trace coarse gravel, wet medium sand, fine gravel, coarse sand, some fine sand, some fines, SAND WITH SILT AND GRAVEL, gray, medium dense to very dense, 3 feet of sand heave
SW-SM
CH
gray, hard, fines, trace fine sand, moist SHALE, highly weathered at 18.5 feet to slightly weathered at 22 feet, TOPSOIL, brown, medium stiff, moist, with roots
CL
CL
ML
SW-SM
GW-GM
CH
trace coarse sand, trace fine gravel, moist, trace roots, trace black staining SANDY LEAN CLAY, dark grayish brown, medium stiff, fines, fine sand, some medium sand, with iron oxide staining, trace roots SANDY LEAN CLAY, pale brown, medium stiff, fines, fine sand, trace medium sand, moist to wet, SILT WITH SAND, dark yellowish brown, stiff, fines, some fine sand, moist to wet some fine sand, some fines, trace coarse gravel, wet, trace iron oxide staining SAND WITH SILT AND GRAVEL, gray, dense, medium sand, fine gravel, coarse sand, coarse gravel, some coarse sand, some fines, some fine sand, wet, little iron oxide staining GRAVEL WITH SILT AND SAND, light brownish gray, very dense, fine gravel, medium sand, SHALE, (highly to slightly weathered), gray, stiff to hard, fines, trace fine sand, moist
E L E
V A
T
IO
N F
E E
T N
A V
D
COAL COAL, black, stiff, fines, fine sand, some medium sand, moist
S-10 (THORNE-RIDER PARK)
S-11 (THORNE-RIDER PARK)
S-8 (THORNE-RIDER PARK)
S-9 (THORNE-RIDER PARK)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:32:13 PM 7/9/2021
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.d g n
S H
E E
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K
H A
L L
W F
B
CONTRACTOR.
2. BORINGS S-8 THRU S-10 ARE PROVIDED FOR ADDED SUBSURFACE INFORMATION FOR THE CONSTRUCTION
1. BORING LEGEND, BORING NOTES, AND CLASSIFICATION OF SOILS ARE SHOWN ON SHT. B-005.
NOTES:
T
M A
T U
S K
A
J U
L Y
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
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A
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D B
Y
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C O
N T
R A
C T N
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C H
E C
K E
D B
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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
®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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:29:05 PM 7/9/2021
B -0
.d
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IS
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R
O U
N D
W A
T E
R L
E V
E L M
O N
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O R
IN
G
S H
E L T
E R
E D A
C R
E S P
A R
K
B-007
A N
S I
D (R
E A
D
IN
G S D
IS
P L
A Y
E D B
Y E
L E
V A
T
IO
N
FEET.
4. PIEZOMETER SA-P3 READING ON 10/19/2018 WAS SEDIMENT AT ELEVATION 3765.50
THE END OF CONTRACT SPECIFICATION SECTION 31 00 00 EARTHWORK.
3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED AT
2. FOR LOCATION OF SHELTERED ACRES PARK PIEZOMETERS, SEE SHT. B-001.
1. ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
NOTES:
D
G A
A R
E
D
G A
A R
E B
IG
G
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AT THE END OF CONTRACT SPECIFICATION SECTION 31 00 00 EARTHWORK.
3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED
2. FOR LOCATION OF SHELTERED ACRES PARK PIEZOMETERS, SEE SHT. B-001.
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3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED AT
2. FOR LOCATION OF WASHINGTON PARK PIEZOMETERS, SEE SHT. B-001.
1. ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
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3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED
2. FOR LOCATION OF WASHINGTON PARK PIEZOMETERS, SEE SHT. B-001.
1. READINGS SHOWN ARE DEPTH BELOW GROUND SURFACE IN FEET.
:NOTES
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THE END OF CONTRACT SPECIFICATION SECTION 31 00 00 EARTHWORK.
3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED AT
2. FOR LOCATION OF THORNE-RIDER PARK PIEZOMETER, SEE SHT. B-003.
1. ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
NOTES:
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AT THE END OF CONTRACT SPECIFICATION SECTION 31 00 00 EARTHWORK.
3. PIEZOMETER DRILL LOGS AND PIEZOMETER INSTALLATION DETAILS ARE PROVIDED
2. FOR LOCATION OF THORNE-RIDER PARK PIEZOMETER, SEE SHT. B-003.
1. READINGS SHOWN ARE DEPTH BELOW GROUND SURFACE IN FEET.
:NOTES
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WATER METER
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V F .d
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THEY ARE PLACE AT '0' ELEVATION IN THIS DRAWING.
THEIR UNDERGROUND DEPTHS ARE UNKNOWN.
GIS DATABASE AND ARE FOR REFERENCE ONLY.
ARE DERIVED FROM THE CITY OF SHERIDAN
SheridanGIS Water
SheridanGIS StormSewer
SheridanGIS SanSewer
SheridanGIS ACTFiber
UNDERGROUND FEATURES ON THESE LEVELS:
CP
WITH PLANIMETRIC AND INFORMATIONAL FEATURES.
OTHERWISE, THEY REMAIN AT '0' ELEVATION, ALONG
THEY HAVE BEEN MOVED TO A VIABLE ELEVATION.
WITHIN THIS REVISED DRAWING, WHERE POSSIBLE,
(e.g. PIPES CONNECTING MANHOLE RIM ELEVATIONS).
OR THEY ARE AT AN ELEVATION THAT IS NOT VIABLE
CONTRACTOR PROVIDED DRAWING AT '0' ELEVATION,
SEVERAL SURVEYED FEATURES APPEAR ON THE
A)
B)
C)
NGS BRASS CAP PID PW01383892.7971413970.3921896220.653SHERIDAN
2" AC LS102873717.3931409034.0441901328.094BM8
2" AC LS102873743.2981408695.2141901058.371BM7
2" AC LS102873744.5841409429.6971896571.185BM6
2" AC LS102873742.4451409639.5851896342.912BM5
2" AC LS102873756.4911413057.0061891877.389BM4
2" AC LS102873759.4551413157.3821891202.902BM3
2" AC LS102873774.8431411470.7271889102.694BM2
2" AC LS102873780.5321411067.8971888552.113BM1
AIRPORT3939.3591407076.3891885629.047A10
CP3894.1111415936.0501898109.455A6
2.5" AC LS102873764.7151412982.1831891014.859A1
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
CONTROL DATA (SEE NOTE A)
ALL VERTICAL VALUES ARE HELD TO THE ORIGINAL NAVD 88 VALUES.
DRAWING (AND DTM) HAS REDUCED THAT ERROR TO LESS THAN 2 TENTHS OF A FOOT.
WITH KNOWN GRID COORDINATES OF FEATURES, GIS LAYERS, AND IMAGERY. THIS REVISED
ORIGINAL DRAWING DISPLAYED HORIZONTAL ERRORS OF +/- 2.7 FEET WHEN ANALYZED
THAN THE LOCAL NGS POINT. THIS WOULD HAVE RESULTED IN LESS ERROR. THE
SYSTEM WOULD HAVE BEEN SCALED AROUND THE STATE PLANE ORIGIN (0,0) RATHER
PLANE COORDINATES AROUND NGS POINT 'SHERIDAN'. IDEALLY, THE LOCAL GROUND
THE CONTRACTOR PROVIDED DRAWING HAVE BEEN SCALED BACK INTO GRID STATE
IN THIS REVISED DRAWING, AND ITS CORRELATING DTM SURFACE, ALL ELEMENTS OF
SYSTEM USING SCALE FACTOR 1.0002346587.
SURVEY AND SURFACE DATA WERE CONVERTED AND DRAWN IN THE LOCAL GROUND
'SHERIDAN' WAS HELD AT NGS PUBLISHED NAD83 STATE PLANE COORDINATES, ALL
SYSTEM SCALED AROUND NGS CONTROL POINT 'SHERIDAN' (PID PW0138). WHILE
DISPLAYED ALL DISTANCES AND CONTROL POINTS IN A LOCAL GROUND COORDINATE
THIS DRAWING IS A REVISION OF A CONTRACTOR PROVIDED DRAWING THAT
NAD83 STATE PLANE WYOMING EAST CENTRAL, US SURVEY FEET.
THIS DRAWING AND ITS CONTROL DATA IS IN THE HORIZONTAL COORDINATE SYSTEM:
AREAS NOT SHOWN TO SCALE
NOTE: DISTANCE BETWEEN PROJECT 101
103104
106107111
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MILL PARK
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OPTION 1 - WASHINGTON PARK
OPTION 1 - SHELTERED ACRES PARK
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REFERENCED IN THIS PLAN SET HEREIN.
AND WAS NOT INCLUDED IN THE FEBRUARY 2020 PROJECT SURVEY
THAT AN EXISTING IRRIGATION SYSTEM MAY EXIST WITHIN THE PROJECT AREA
FEATURES AND SITE UTILITIES PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED
4. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING SURVEY
3. SEE DRAWING G-004 FOR LEGEND.
CONTROL DATUM IS NAVD 88.
PLANE WYOMING EAST CENTRAL FIPS 4092, US SURVEY FEET. VERTICAL
2. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NAD 83 STATE
PERFORMED BY A CONTRACTOR FOR THE CITY OF SHERIDAN.
1. FIELD SURVEY PROVIDED WAS PREPARED IN FEBRUARY 2020. SURVEY WAS
GENERAL NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:58:28 PM 7/13/2021
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CONTRACTOR IS REQUIRED TO COORDINATE WITH THE CITY OF SHERIDAN TO
LINE WAS PROPOSED TO BE MOVED BY THE CITY OF SHERIDAN. THE
WITHIN THE EXTENTS OF THE PROJECT AREA SHOWN ON VF101. THIS UTILITY
5. AN EXISTING NATURAL GAS UTILITY MAIN HAS BEEN CONFIRMED TO EXIST
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1 98765432
®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
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
6" PVC
LITTLE G
O
O
SE C
R
EEK
J
PEDESTALS, SPIGOT
48" CMP CASING, VALVE,
S
E BURROWS ST
M
PLAYGROUND
COURT
BASKETBALL
ASPHALT
PICNIC SHELTER
CONCRETE PAD &
WA-P2
T
WA-P1
T
WITH COMM. LINE
PEDESTRIAN BRIDGE
REFERENCED IN THIS PLAN SET HEREIN.
AND WAS NOT INCLUDED IN THE FEBRUARY 2020 PROJECT SURVEY
THAT AN EXISTING IRRIGATION SYSTEM MAY EXIST WITHIN THE PROJECT AREA
FEATURES AND SITE UTILITIES PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED
4. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING SURVEY
3. SEE DRAWING G-004 FOR LEGEND.
CONTROL DATUM IS NAVD 88.
PLANE WYOMING EAST CENTRAL FIPS 4092, US SURVEY FEET. VERTICAL
2. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NAD 83 STATE
PERFORMED BY A CONTRACTOR FOR THE CITY OF SHERIDAN.
1. FIELD SURVEY PROVIDED WAS PREPARED IN FEBRUARY 2020. SURVEY WAS
GENERAL NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:58:53 PM 7/13/2021
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20' 40'0
SCALE: 1" = 20'
NORTH
PLAN/TRUE
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SHEET ID
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G
1 98765432
®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
F
IL
E N
U M
B E
R
F
IL
E N
A M
E
KEY PLAN SCALE 1" = 500'
NORTH
PLAN/TRUE
104103
(UG POWER?)
UTILITIES
MARKED UG
UNKNOWN
BIG GOOSE CREEK
BIG
GOOSE CREEK
37353735 373537353735
37353735 3735373
3735.73
IN
18" CNC
3735.75'
OUT
24" CNC
ACCORDING TO CITY PLAT
APPROXIMATE LOCATION
STORM WATER PIPELINE
3740 3740 3740 3740
HAND RAIL 3743.18'
(SOCK DRAIN?)
OUT
4" PVC
RETAINING WALL
CB
S
D
3750375
REFERENCED IN THIS PLAN SET HEREIN.
AND WAS NOT INCLUDED IN THE FEBRUARY 2020 PROJECT SURVEY
THAT AN EXISTING IRRIGATION SYSTEM MAY EXIST WITHIN THE PROJECT AREA
FEATURES AND SITE UTILITIES PRIOR TO CONSTRUCTION. IT SHOULD BE NOTED
4. THE CONTRACTOR IS REQUIRED TO VERIFY ALL EXISTING SURVEY
3. SEE DRAWING G-004 FOR LEGEND.
CONTROL DATUM IS NAVD 88.
PLANE WYOMING EAST CENTRAL FIPS 4092, US…
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