W9128F23B0019 MRPO Asphalt Replacement Drawings 3 of 3.pdf

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ASPHALT REPLACEMENT

MISSOURI RIVER PROJECT OFFICE, NEBRASKA

W9128F23B0019

JUNE 2023

OMAHA DISTRICT

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®of Engineers

US Army Corps

U .S

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R S of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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®of Engineers

US Army Corps

U .S

A

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O R

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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

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

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

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

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INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

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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

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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

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

ABBREVIATIONS

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B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

M A

P A

N D

L O

C A

T

IO

N P

L A

N

G-003

D

B

IR

K B

Y

T

O W

E

P O

G

-0 .d

IR

K

Y

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:1

A

M

/2 /2

M R

P O

\M

R P

O

G -0

.d g n

AREA MAP

SCALE: N.T.S.

J13

A1

SCALE: 1" = 150'

PROJECT LOCATION PLAN

BUILDING 19

BUILDING 50

BUILDING 51

ADMINISTRATION BUILDING

U.S.C.G. GARAGE

U.S. COAST GUARD BUILDING

WAREHOUSE BUILDING 55

BUILDING 49

MAIN ENTRANCE

LIMITED USE

NORTH GATE

LIMITED USE

SOUTH GATE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

H A I

N L I

N

O R

E-PANEL

S

E-PANEL

E-PANEL

S

E-PANEL

S

GP

G A

T E

G A

T E

G A

T E

S

GP

GP

C H

A I

N L I

N C

E

C H

A I

N L I

N C

E

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

A N

T

S

G

®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

INTERSTATE 80

INTERSTATE 680

INTERSTATE 480

INTERSTATE 29

OMAHA METRO

AREA

MISSOURI RIVER

INTERSTATE 680

DODGE PARK

PERSHING DRIVE

PROJECT LOCATION

INTERSTATE 29

P E

R S

H

IN

G D

R

IV

E

M

IS

S O

U R I R

IV

E R

M

IS

S O

U R I

R

IV

E R

NORTH

150' 300'0

NORTHNORTH

TRAFFIC CONTROL NOTES

ACCOMPLISH ALL WORK WHILE PROVIDING REQUIRED ACCESS.

COORDINATE WITH THE CONTRACTING OFFICER OR REPRESENTATIVE TO 3.

A COMBINATION THEREOF FOR ENTRY AND EGRESS AS REQUIRED.

ACCESS WILL BE ACCOMPLISHED BY USING THE NORTH, SOUTH, AND MAIN GATES, OR 2.

CONSTRUCTION.

ACCESS BY PERSONNEL TO ALL BUILDINGS MAY BE REQUIRED AT ALL TIMES DURING1.

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

A I

N L I

N

24"

8"

2"

1"

G A

T E

G A

T E

1"

1"

C H

A I

N L I

N C

E

C H

A I

N L I

N C

E

30"

1"

STUMP

36IN

1"

1"

1"

EE-PANEL

S

E-PANEL

E-PANEL

S

E-PANEL

S

GP

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

P L

A N

A N

D L

O G

S

P A

V E

M E

N T

C O

R E

L O

C A

T

IO

N

B-101

D

B

IR

K B

Y

T

O W

E

P O

B

-1

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:4

A

M

/2 /2

M R

P O

\M

R P

O

B -1

.d g n

BUILDING 19

BUILDING 50

ADMINISTRATION BUILDING

WAREHOUSE BUILDING 55

U.S.C.G. GARAGE

U.S. COAST GUARD BUILDING

BUILDING 49

A1

SCALE: 1" = 100'

PAVEMENT CORE LOCATION PLAN

E16

SCALE: N.T.S.

PAVEMENT CORE LOGS

CORE NO. 2

CORE NO. 3

CORE NO. 1

CORE NO. 4

CORE NO. 7

CORE NO. 5

CORE NO. 6

BUILDING 51

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

®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

BOAT LAGOON

M

IS

S O

U R I R

IV

E R

M

IS

S O

U R I R

IV

E

R

P E

R S

H

IN

G D

R

IV

E

P E

R S

H

IN

G D

R

IV

E

16 JUNE 2015

CORE NO. 1

0.49 FEET ASPHALT

HARD PACKED GRAVEL

16 JUNE 2015

CORE NO. 2

16 JUNE 2015

CORE NO. 3

16 JUNE 2014

CORE NO. 4

16 JUNE 2015

CORE NO. 5

16 JUNE 2015

CORE NO. 6

16 JUNE 2015

CORE NO. 7

TOTAL = 0.54 FEET

0.05 FEET CHIP SEAL

0.47 FEET ASPHALT

TOTAL = 0.51 FEET

0.04 FEET CHIP SEAL

0.20 FEET ASPHALT

TOTAL = 0.35 FEET

0.15 FEET CHIP SEAL

0.26 FEET ASPHALT

TOTAL = 0.45 FEET

0.19 FEET CHIP SEAL

0.23 FEET ASPHALT

TOTAL = 0.50 FEET

0.27 FEET CHIP SEAL

0.24 FEET ASPHALT

TOTAL = 0.47 FEET

0.23 FEET CHIP SEAL

0.23 FEET ASPHALT

TOTAL = 0.42 FEET

0.19 FEET CHIP SEAL

SAND

ROCKY SOIL

COMPACTED GRAVEL

COMPACTED GRAVEL/SAND

COMPACTED GRAVEL/SAND

CORING NOTES

LOCATION.

CONSIDERED REPRESENTATIVE OF THE PAVEMENTS AT THAT

ENCOUNTERED AT THEIR RESPECTIVE LOCATIONS AND ARE

1. THE LOGS FURNISHED REPRESENT THE TYPES OF PAVEMENT

NORTH

100' 200'0

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

V

E R

V

IE

W

S U

R V

E Y

P L

A N

V-100

D

B

IR

K B

Y

T

O W

E

P O

V

-1

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:2

A

M

/2 /2

M R

P O

\M

R P

O V

-1 .d g n

A1

SCALE: 1" = 100'

SURVEY PLAN - OVERVIEW

BOATYARD 12

CONTROL POINT

OBY-99-01

CONTROL POINT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

APPROX.

LINE

WATER

APPROX.

GAS LINE

APPROX.

GAS LINE

975975

985 985

985985

A I

N L I

N

EE-PANEL

8"

S

MUD Gas Line

Approx Loc.

E-PANEL

990 990

990990

990990

E-PANEL

S

E-PANEL

S

Meter

Gas

Pipes

Gas

2"

1"

GP

G A

T E

G A

T E

S

GP

1"

1"

GP

C H

A I

N L I

N C

E

C H

A I

N L I

N C

E

GP

E-PANEL

GP

M

30"

1"

GP

T

STUMP

36IN

1"

1"

T

T

T

S

1"

S

E

Meter

Gas

S

®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

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

TOPOGRAPHY IS DERIVED FROM GPS/RTK SURVEY METHODS.3)

ON CONTROL POINT BOATYARD 12.

NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). THEY ARE BASED

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE3)

CONTROL POINT BOATYARD 12.

NEBRASKA (2600). THEY ARE BASED ONCOORDINATE SYSTEM FOR:

TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83) STATE PLANE

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER2)

COMPLETED IN APRIL 2015.

SURVEY WAS COMPLETED IN 1999, WESTERN FIELD SURVEY WAS

SURVEY WAS COMPLETED ON TWO SEPARATE DATES. EASTERN FIELD1)

SURVEY NOTES

COE 3.5 IN BC (SEE VF101)990.7322749440.733579304.238OBY-99-01

PID BBCT53 (SEE VF104)990.3652749166.395577855.295BOATYARD 12

DESCRIPTIONELEVATIONEASTINGNORTHINGNAME

CONTROL DATA

100' 200'0

INVERT=986.17

24IN CMP

989.28

INVERT

18IN CMP

989.27

INVERT

18IN CMP

PUMP STATION

ELEV 992.621

NW-MOST TOP FLANGE BOLT

BENCHMARK

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

S U

R V

E Y

P L

A N

V-101

D

B

IR

K B

Y

T

O W

E

P O

V

-1

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:1

A

M

/2 /2

M R

P O

\M

R P

O V

-1 .d g n

A1

SCALE: 1" = 40'

SURVEY PLAN - AREA 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

BOAT LAGOON

APPROX.

INLET

AREA

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

GAS LINE

PilingInv. 974.96

975975

Wall

Sheet Pile for Barge

Anchor Point s T

E P

S

Eyelet

Anchor

Inv. 986.31

Eyelet

Anchor

A I

N L I

N C

E

Asp.

Court

Volleyball

Sand

E

Top 989.57

San. M.H.

E-PANEL

24"

Pad

Con.

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

8"

S. Inv. 980.62

N. Inv. 980.52

Inv. 980.57

Top 989.87

San. M.H.

S

Full of water

Inv. 980.86

Top 989.96

San. M.H.

990990

A s p

C o n

El. 990.275

E 2748658.345

N 578532.801

COE Brass Cap

Unit

A/C

Con.

Con.

Con.

x

E. Inv. 986.23

S. Inv. 986.31

N. Inv. 986.26

Top 990.47

San. M.H.

Con.

Con.

C o n

Ramp

Loading

4" PVC

Flagpole

Asphalt

C o n

C

Pad

Con.

Pad in Cir. Con.

Lift Station

W o o d i e r

Pad

Con.

Asphalt

C o e r

Con.

2"

G A

T E

F.F 990.94 x x x s p

Con. Wall

6" Wide

30"

Asphalt

STUMP

36IN

S. Inv. 981.21

N. Inv. 981.16

Top 991.51

San. M.H.

A s p

Asphalt

W. Inv. 986.18

N. Inv. 986.18

Inv. 983.16

Top 992.16

Appears Abandoned

Poss. Storm M.H.

Asphalt

Asphalt

Meter

Gas

P e r s h i r i v e

S

Loading Ramp

Adjustabel Steel

A s p

A s p

P e r s h i i v e x

ELEV 993.539

1ST FLOOR ELEV

BENCHMARK

F.F . 9

93.

x x F.F. 993.85

Dock

Loading

C R

O S S

S L O

ID

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

APPROX.

SERVICE

ELEC.

APPROX.

LINE

WATER

P e r s h i i v e Inv. 976.60

Piling Piling

Piling

Piling

Piling

Piling

Pilings

Piling

Piling

Wall

Steel Pile

Watercraft

Con. Slides for Large

Inv. 974.96

975975

Wall

Sheet Pile

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood for Barge

Anchor Point

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal s T

E P

S

985 985

985985

Eyelet

Anchor

Inv. 986.31

Eyelet

Anchor

E D

W A

T E

R T

IV

N K

S L O P

E

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

Dock Connector

Iron Girder

Asp.

Court

Volleyball

Sand

EE-PANEL

Pad

Con.

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

S

E-PANEL

990990

990990

E-PANEL

A s p

S

Box w/valve

1'x1' Metal

A S

P H

A L

T

E-PANEL

S o n

Unit

A/C

Con.

Con.

Con.

Con.

Con.

Con.

x

S

Con.

Con.

Con.

Pad

Con.

Con.

Con.

Con.

Pad

A/C

C o n

Ramp

Loading

Flagpole

L

ASPHALT

Asphalt

Asphalt

C o n

Pad

Con.

W o e r

Pad

Con.

x F.F. 990.67

Asphalt

Shut in Con. Bolted

1'x1' Metal Lid

C o e r

Con.

Gate

F.F. 990.77 x

F.F. 990.80 x x F.F. 990.84 x F.F. 990.

GP

S

F.F 990.94 x

E-PANEL

GP

x x x

F.F. 991.10 x

GP

F.F. 991.19 x

GP

E-PANEL

A s p

K E

Y P

A D

GP

Con. Wall

6" Wide

GP

Asphalt

T

T

T

T

S

A s p

A s p

S

E

Asphalt

P e r s h i i v e

Asphalt

Asphalt

A s p

A s p

Tower

Satellite Dish

Con

P e r s h i i v e

S

Adjustabel Steel

A s p

A s p

P e r s h i i v e x

F.F . 9

93.

x x F.F. 993.85

Dock

Loading

®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

40' 80'0

NORTH

KEY PLAN

NORTH

NO SCALE

INVERT=988.68

8IN METAL PIPE

INVERT=988.97

24IN CMP

ELEV 992.727

NW-MOST TOP FLANGE BOLT

BENCHMARK

ELEV 992.950

NW-MOST TOP FLANGE BOLT

BENCHMARK

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

S U

R V

E Y

P L

A N

V-102

D

B

IR

K B

Y

T

O W

E

P O

V

-1

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:2

A

M

/2 /2

M R

P O

\M

R P

O V

-1 .d g n

A1

SCALE: 1" = 40'

SURVEY PLAN - AREA 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

C R

O S S

S L O

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

BOAT LAGOON

APPROX.

SERVICE

ELEC.

APPROX.

LINE

WATER

APPROX.

GAS LINE

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

P e r s h i i v e Inv. 976.60

Piling

Piling

Piling

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal12" CMP

E D

W A

T E

R T

N K

S L O P

E

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

EXIST. 30"

ABANDONED

STEAM

TUNNEL

6"

6"

Dock Connector

Iron Girder

MUD Gas Line

Approx Loc.

E-PANEL

E-PANEL

S

Box w/valve

1'x1' Metal

A S

P H

A L

T

E-PANEL

S

Con.

S Inv. 984.15

W Inv.984.20

Top 990.45

San. M.H.

S

ELEV 990.474

1ST FLOOR ELEV

BENCHMARK

Con.

Con.

Con.

Pad

Con.

Con.

Pad

A/C

ASPHALT

Meter

Gas

ELEV 990.652

1ST FLOOR ELEV

BENCHMARK

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

Pipes

Gas

F.F. 990.77 x

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

GP

G A

T E

E-PANEL

GP

1"

F.F. 991.10 x

1"

GP

F.F. 991.19 x

C H

A I

N L I

N C

E

GP

E-PANELK

E

Y P

A D

GP

M

1"

GP

1"

1"

S s p

1"

S

P e r s h i i v e

A s p

A s p

P e r s h i i v e

ELEV 993.601

1ST FLOOR ELEV

BENCHMARK

C R

O S S

S L O

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

APPROX.

SERVICE

ELEC.

APPROX.

LINE

WATER

P e r s h i i v e Inv. 976.60

Piling Piling

Piling

Piling

Piling

Piling

Pilings

Piling

Piling

Wall

Steel Pile

Watercraft

Con. Slides for Large

Inv. 974.96

975975

Wall

Sheet Pile

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood for Barge

Anchor Point

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal s T

E P

S

985 985

985985

Eyelet

Anchor

Inv. 986.31

Eyelet

Anchor

E D

W A

T E

R T

N K

S L O P

E

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

Dock Connector

Iron Girder

Asp.

Court

Volleyball

Sand

EE-PANEL

Pad

Con.

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

S

E-PANEL

990990

990990

E-PANEL

A s p

S

Box w/valve

1'x1' Metal

A S

P H

A L

T

E-PANEL

S o n

Unit

A/C

Con.

Con.

Con.

Con.

Con.

Con.

x

S

Con.

Con.

Con.

Pad

Con.

Con.

Con.

Con.

Pad

A/C

C o n

Ramp

Loading

Flagpole

L

ASPHALT

Asphalt

Asphalt

C o n

Pad

Con.

W o e r

Pad

Con.

x F.F. 990.67

Asphalt

Shut in Con. Bolted

1'x1' Metal Lid

C o e r

Con.

Gate

F.F. 990.77 x

F.F. 990.80 x x F.F. 990.84 x F.F. 990.

GP

S

F.F 990.94 x

E-PANEL

GP

x x x

F.F. 991.10 x

F.F. 991.19 x

GP

E-PANEL

A s p

K E

Y P

A D

GP

Con. Wall

6" Wide

GP

Asphalt

T

T

T

T

S

A s p

A s p

S

E

Asphalt

P e r s h i i v e

Asphalt

Asphalt

A s p

A s p

Tower

Satellite Dish

Con

P e r s h i i v e

S

Adjustabel Steel

A s p

A s p

P e r s h i i v e x

F.F . 9

93.

x x F.F. 993.85

Dock

Loading

®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

40' 80'0

NORTH

KEY PLAN

BOAT LAGOON

INLET

AREA

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

GAS LINE

PilingInv. 974.96

Wall

Sheet Pile for Barge

Anchor Point s T

E P

S

Eyelet

Anchor

Inv. 986.31

A I

N L I

N C

E

Asp.

Court

Volleyball

Sand

Top 989.57

San. M.H.

24"

Pad

Con.

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

8"

S. Inv. 980.62

N. Inv. 980.52

Inv. 980.57

Top 989.87

San. M.H.

Full of water

Inv. 980.86

Top 989.96

San. M.H.

A s p

C o n

El. 990.275

E 2748658.345

N 578532.801

COE Brass Cap

Unit

A/C

Con.

Con.

Con.

x

E. Inv. 986.23

S. Inv. 986.31

N. Inv. 986.26

Top 990.47

San. M.H.

Con.

Con.

C o n

Ramp

Loading

4" PVC

Flagpole

Asphalt

C o n

C

Pad

Con.

Pad in Cir. Con.

Lift Station

W o e r

Pad

Con.

Asphalt

Garage

U.S.C.E.

C o e r

Con.

2"

G A

T E

F.F 990.94 x x s p

Con. Wall

6" Wide

30"

Asphalt

STUMP

36IN

S. Inv. 981.21

N. Inv. 981.16

Top 991.51

San. M.H.

A s p

Asphalt

W. Inv. 986.18

N. Inv. 986.18

Inv. 983.16

Top 992.16

Appears Abandoned

Poss. Storm M.H.

Asphalt

Asphalt

Bldg. 55

Warehouse

Bldg.

U.S. Coast Guard

Meter

Gas

P e r s h i i v e

Loading Ramp

Adjustabel Steel

A s p

A s p

P e r s h i i v e x

ELEV 993.539

1ST FLOOR ELEV

BENCHMARK

F.F . 9

93.

x x F.F. 993.85

Dock

Loading

INVERT=986.17

24IN CMP

989.28

INVERT

18IN CMP

989.27

INVERT

18IN CMP

EE-PANEL

S

PUMP STATION

ELEV 992.621

NW-MOST TOP FLANGE BOLT

BENCHMARK

S

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

'-0

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

D E

M O

L

IT

IO

N

P L

A N

CD101

D

B

IR

K B

Y

T

O W

E

P O

C

D .d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:3

A

M

/2 /2

M R

P O

\M

R P

O C

D .d g n

A1

SCALE: 1" = 40'

DEMOLITION PLAN - AREA 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

E 2748549.02

N 578745.90

E 2748548.49

N 578765.89

COLD MILL 2" ASPHALT

REMOVE CHIP SEAL AND

COLD PLANE 2" CONCRETE

REMOVE PAVEMENT

FULL DEPTH REMOVAL TO SUBGRADE

SAW CUT PAVEMENT

LEGEND

DEMOLITION NOTES

1. FOR MILLING AND PLANING REQUIREMENTS, SEE SPECIFICATION

SECTION 32 01 16.71.

2. PROTECT ALL EXISTING PAVEMENTS, STRUCTURES, UTILITIES AND

UTILITY APPURTENANCES, ETC. SHOWN TO REMAIN IN PLACE.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO ITEMS NOT MEANT

FOR MILLING, PLANING, OR REMOVAL AT NO ADDITIONAL EXPENSE

TO THE GOVERNMENT. REPAIR SHALL MEET OR EXCEED THE

PRE-DAMAGED CONDITION.

3. AT THE NORTHERN AREA OF THE FULL DEPTH REMOVAL, EXCAVATE

SUBGRADE AS SHOWN ON CP301.

4. REMOVE SANITARY SEWER MANHOLE LID. ADD 2" GRADE RING,

AND REPLACE LID.

®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

40' 80'0

NORTH

KEY PLAN

NORTH

.F

E L E

V

B U

IL

D

IN

G

C R

O S S

S L O

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

BOAT LAGOON

APPROX.

SERVICE

ELEC.

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

APPROX.

GAS LINE

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

P e r s h i i v e Inv. 976.60

Piling

Piling

Piling

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal12" CMP

E D

W A

T E

R T

N K

S L O P

E

DOCK CONNECTOR

IRON GIRDER

EXIST.

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

EXIST. 30"

ABANDONED

STEAM

TUNNEL

6"

6"

E X

IS

T

E X

IS

T

F L O

A T

IN

G

D O

C

KC

O N

C R

E T E

Dock Connector

Iron Girder

MUD Gas Line

Approx Loc.

Box w/valve

1'x1' Metal

A S

P H

A L

T

Con.

S Inv. 984.15

W Inv.984.20

Top 990.45

San. M.H.

ELEV 990.474

1ST FLOOR ELEV

BENCHMARK

Con.

Con.

Con.

Pad

Con.

Con.

Pad

A/C

ASPHALT

Meter

Gas

Bldg.

Bldg.

Bldg. 51A

Bldg.

ELEV 990.652

1ST FLOOR ELEV

BENCHMARK

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

Pipes

Gas

F.F. 990.77 x

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

G A

T E

1"

F.F. 991.10 x

1"

F.F. 991.19 x

C H

A I

N L I

N C

E

K E

Y P

A D

1"

1"

1"

A s p

1"

P e r s h i i v e

A s p

A s p

P e r s h i i v e

ELEV 993.601

1ST FLOOR ELEV

BENCHMARK

APPROX.

LINE

WATER

INVERT=988.97

24IN CMP

E-PANEL

E-PANEL

S

E-PANEL

S

GP

E-PANEL

GP

GP

GP

E-PANEL

GP

M

GP

S

ELEV 992.727

NW-MOST TOP FLANGE BOLT

BENCHMARK

ELEV 992.950

NW-MOST TOP FLANGE BOLT

BENCHMARK

EE-PANEL

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

D E

M O

L

IT

IO

N

P L

A N

CD102

D

B

IR

K B

Y

T

O W

E

P O

C

D .d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:2

A

M

/2 /2

M R

P O

\M

R P

O C

D .d g n

A1

SCALE: 1" = 40'

DEMOLITION PLAN - AREA 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

COLD MILL 2" ASPHALT

REMOVE CHIP SEAL AND

COLD PLANE 2" CONCRETE

REMOVE PAVEMENT

FULL DEPTH REMOVAL TO SUBGRADE

SAW CUT PAVEMENT

LEGEND

DEMOLITION NOTES

1. FOR MILLING AND PLANING REQUIREMENTS, SEE SPECIFICATION

SECTION 32 01 16.71.

2. PROTECT ALL EXISTING PAVEMENTS, STRUCTURES, UTILITIES AND

UTILITY APPURTENANCES, ETC. SHOWN TO REMAIN IN PLACE.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO ITEMS NOT MEANT

FOR MILLING, PLANING, OR REMOVAL AT NO ADDITIONAL EXPENSE

TO THE GOVERNMENT. REPAIR SHALL MEET OR EXCEED THE

PRE-DAMAGED CONDITION.

3. AT THE NORTHERN AREA OF THE FULL DEPTH REMOVAL, EXCAVATE

SUBGRADE AS SHOWN ON CP301.

4. REMOVE SANITARY SEWER MANHOLE LID. ADD 2" GRADE RING,

AND REPLACE LID.

®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

40' 80'0

NORTH

KEY PLAN

NORTH

BOAT LAGOON

INLET

AREA

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

GAS LINE

PilingInv. 974.96

Wall

Sheet Pile for Barge

Anchor Point s T

E P

S

Eyelet

Anchor

Inv. 986.31

A I

N L I

N C

E

Asp.

Court

Volleyball

Sand

Top 989.57

San. M.H.

24"

Pad

Con.

Timbers

Landscape

Timbers

Landscape

Timbers

Landscape

8"

S. Inv. 980.62

N. Inv. 980.52

Inv. 980.57

Top 989.87

San. M.H.

Full of water

Inv. 980.86

Top 989.96

San. M.H.

A s p

C o n

El. 990.275

E 2748658.345

N 578532.801

COE Brass Cap

Unit

A/C

Con.

Con.

Con.

x

E. Inv. 986.23

S. Inv. 986.31

N. Inv. 986.26

Top 990.47

San. M.H.

Con.

Con.

C o n

Ramp

Loading

4" PVC

Flagpole

Asphalt

C o n

C

Pad

Con.

Pad in Cir. Con.

Lift Station

W o e r

Pad

Con.

Asphalt

Garage

U.S.C.E.

C o e r

Con.

2"

G A

T E

F.F 990.94 x x s p

Con. Wall

6" Wide

30"

Asphalt

STUMP

36IN

S. Inv. 981.21

N. Inv. 981.16

Top 991.51

San. M.H.

A s p

Asphalt

W. Inv. 986.18

N. Inv. 986.18

Inv. 983.16

Top 992.16

Appears Abandoned

Poss. Storm M.H.

Asphalt

Asphalt

Bldg. 55

Warehouse

Bldg.

U.S. Coast Guard

Meter

Gas

P e r s h i i v e

Loading Ramp

Adjustabel Steel

A s p

A s p

P e r s h i i v e x

ELEV 993.539

1ST FLOOR ELEV

BENCHMARK

F.F . 9

93.

x x F.F. 993.85

Dock

Loading

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

2"

1"

1"

1"

30"

1"

STUMP

36IN

1"

1"

1"

APPROX.

LINE

ELEC.

INVERT=986.17

24IN CMP

989.28

INVERT

18IN CMP

989.27

INVERT

18IN CMP

EE-PANEL

S

PUMP STATION

ELEV 992.621

NW-MOST TOP FLANGE BOLT

BENCHMARK

S

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

(APPROX. 22')

MATCH EX. WIDTH

(APPROX. 22')

MATCH EX. WIDTH

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

P A

V

IN

G P

L A

N

CP101

D

B

IR

K B

Y

T

O W

E

P O

C

P

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:0

A

M

/2 /2

M R

P O

\M

R P

O

C P

.d g n

A1

SCALE: 1" = 40'

PAVING PLAN - AREA 1

M1

SCALE: 1" = 20'

FULL DEPTH ASPHALT PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

CP401

A1

CP101

M1

CP30

A1

C P

E

CP301

K1

PLACE 2" ASPHALT OVERLAY

LEGEND

PLACE 2" FULL DEPTH PAVEMENT

PLACE 10" PCC PAVEMENT

PAVING NOTES

1. FOR AREAS OF 2" ASPHALT OVERLAY, PLACE ASPHALT TO THE SAME

LINE AND GRADE OF THE EXISTING PAVEMENT PRIOR TO 2" MILLING

AND COLD PLANING.

2. PRIOR TO PLACEMENT OF ASPHALT OVERLAY, TACK COAT SHALL BE

APPLIED TO ALL AREAS WHERE OVERLAY ABUTS EXISTING CONCRETE,

SUCH AS CURB AND GUTTER, EXISTING CONCRETE PAVEMENT EDGES,

MANHOLES, INLETS, UTILITY APPURTENANCES, ETC.

3. FOR FULL DEPTH ASPHALT PAVEMENT SECTION, SEE SHEET CP301 FOR

TYPICAL PAVEMENT SECTIONS.

4. PLACE PCC PAVEMENT TO GRADE OF THE EXISTING PAVEMENT PRIOR

TO REMOVAL. SEE SHEET CP301 FOR PCC PAVEMENT SECTION.

SEE SHEET CP401 FOR CONCRETE PAVEMENT JOINT PLAN.

CP301

E1

CP301

A1

CP301

K1

C P

E

CP301

K1 ®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

40' 80'0

NORTH

KEY PLAN

NORTH

E L E

V

B U

IL

D

IN

G

C R

O S S

S L O

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

BOAT LAGOON

APPROX.

SERVICE

ELEC.

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

APPROX.

GAS LINE

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

P e r s h i i v e Inv. 976.60

Piling

Piling

Piling

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal12" CMP

E D

W A

T E

R T

N K

S L O P

E

DOCK CONNECTOR

IRON GIRDER

EXIST.

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

EXIST. 30"

ABANDONED

STEAM

TUNNEL

6"

6"

E X

IS

T

E X

IS

T

F L O

A T

IN

G

D O

C

KC

O N

C R

E T E

Dock Connector

Iron Girder

MUD Gas Line

Approx Loc.

Box w/valve

1'x1' Metal

A S

P H

A L

T

Con.

S Inv. 984.15

W Inv.984.20

Top 990.45

San. M.H.

ELEV 990.474

1ST FLOOR ELEV

BENCHMARK

Con.

Con.

Con.

Pad

Con.

Con.

Pad

A/C

ASPHALT

Meter

Gas

Bldg.

Bldg.

Bldg. 51A

Bldg.

ELEV 990.652

1ST FLOOR ELEV

BENCHMARK

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

Pipes

Gas

F.F. 990.77 x

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

G A

T E

1"

F.F. 991.10 x

1"

F.F. 991.19 x

C H

A I

N L I

N C

E

K E

Y P

A D

1"

1"

1"

A s p

1"

P e r s h i i v e

A s p

A s p

P e r s h i i v e

ELEV 993.601

1ST FLOOR ELEV

BENCHMARK

APPROX.

LINE

WATER

INVERT=988.97

24IN CMP

E-PANEL

E-PANEL

S

E-PANEL

S

GP

E-PANEL

GP

GP

GP

E-PANEL

GP

M

GP

S

ELEV 992.727

NW-MOST TOP FLANGE BOLT

BENCHMARK

ELEV 992.950

NW-MOST TOP FLANGE BOLT

BENCHMARK

EE-PANEL

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

E A

P A

V

IN

G P

L A

N

CP102

D

B

IR

K B

Y

T

O W

E

P O

C

P

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:4

A

M

/2 /2

M R

P O

\M

R P

O

C P

.d g n

A1

SCALE: 1" = 40'

PAVING PLAN - AREA 2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

MANHOLE AND FEATHER OUT TO A 10' RADIUS

PLACE ADDITIONAL 2" ASPHALT STARTING AT

AT MANHOLE WITH NEW 2" GRADING RING,

PLACE 2" ASPHALT OVERLAY

LEGEND

PLACE 2" FULL DEPTH PAVEMENT

PLACE 10" PCC PAVEMENT

PAVING NOTES

1. FOR AREAS OF 2" ASPHALT OVERLAY, PLACE ASPHALT TO THE SAME

LINE AND GRADE OF THE EXISTING PAVEMENT PRIOR TO 2" MILLING

AND COLD PLANING.

2. PRIOR TO PLACEMENT OF ASPHALT OVERLAY, TACK COAT SHALL BE

APPLIED TO ALL AREAS WHERE OVERLAY ABUTS EXISTING CONCRETE,

SUCH AS CURB AND GUTTER, EXISTING CONCRETE PAVEMENT EDGES,

MANHOLES, INLETS, UTILITY APPURTENANCES, ETC.

3. FOR FULL DEPTH ASPHALT PAVEMENT SECTION, SEE SHEET CP301 FOR

TYPICAL PAVEMENT SECTIONS.

4. PLACE PCC PAVEMENT TO GRADE OF THE EXISTING PAVEMENT PRIOR

TO REMOVAL. SEE SHEET CP301 FOR PCC PAVEMENT SECTION.

SEE SHEET CP401 FOR CONCRETE PAVEMENT JOINT PLAN.

CP301

E1

CP301

A1

CP301

K1

®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

40' 80'0

NORTH

KEY PLAN

NORTH

11' 11' 1'

20'

1' 1'

22'

1' 1'

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

V E

M E

N T

S E

C T

IO

N

S

CP301

D

B

IR

K B

Y

T

O W

E

P O

C

P

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:3

A

M

/2 /2

M R

P O

\M

R P

O

C P

.d g n

A1

SCALE: N.T.S.

PCC PAVEMENT TYPICAL SECTION

E1

SCALE: N.T.S.

FULL DEPTH ASPHALT TYPICAL SECTION

K1

SCALE: N.T.S.

FULL DEPTH ASPHALT TYPICAL SECTION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

2%2%

C L

EXISTING PCC PAVEMENT

10" PC CONCRETE PAVEMENT

6" COMPACTED SUBGRADE (95% ASTM D1557)

6" COMPACTED SUBGRADE (90% ASTM D1557)

ASPHALT

EXISTING

SAW CUT

PLACED IN 2 - 2" LIFTS

4" ASPHALT

COMPACT TO 100% ASTM D1557

IN MAX. 6" LIFTS

PLACE NDOT 47B MATERIAL

EXISTING GRADE PRIOR TO WORK

REPLACE SHOULDER TO MATCH

ASPHALT

EXISTING

SAW CUT

BASE (APPROX.)

EXISTING AGGREGATE

BASE (APPROX.)

EXISTING AGGREGATE

PLACED IN 2 - 2" LIFTS

4" ASPHALT

COMPACT TO 100% ASTM D1557

IN MAX. 6" LIFTS

PLACE NDOT 47B MATERIAL

EXISTING UNDISTURBED SOIL

EXISTING UNDISTURBED SOIL EXISTING UNDISTURBED SOIL

COMPACT TO MIN. 90% ASTM D1557

REPLACE EXCAVATED SOIL AND

COMPACT TO MIN. 90% ASTM D1557

REPLACE EXCAVATED SOIL AND

EXISTING UNDISTURBED SOIL

NOTE: SEE SPECIFICATION 32 10 00.02 FOR DETAILED PCC PAVEMENT REQUIREMENTS.

NOTE: SEE SPECIFICATION 32 10 00.02 FOR DETAILED ASPHALT PAVEMENT REQUIREMENTS.

NOTE: SEE SPECIFICATION 32 10 00.02 FOR DETAILED ASPHALT PAVEMENT REQUIREMENTS.

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

LINE

ELEC.

24"

Con.

Con.

Pad

Con.

G A

T E

A s p

STUMP

36IN

P e r s h i i v e

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

2"

1"

1"

1"

30"

1"

STUMP

36IN

1"

1"

1"

989.28

INVERT

18IN CMP

989.27

INVERT

18IN CMP

E

S

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

T

S

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

C P

A V

E M

E N

T J

O

IN

T P

L A

N

CP401

D

B

IR

K B

Y

T

O W

E

P O

C

P

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:0

:1

A

M

/2 /2

M R

P O

\M

R P

O

C P

.d g n

A1

SCALE: 1" = 10'

PAVEMENT JOINT PLAN - AREA 1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

JOINTS (TYP.)

MATCH EXISTING

LEGENDLEGEND

SAWED CONTRACTION JOINT (NOT DOWELLED)

OR CONSTRUCTION JOINT (DOWELLED)

LONGITUDINAL CONSTRUCTION JOINT (WITH TIEBARS)

NOTES

1. DOWELS SHALL BE NO. 5 X 2'-6" ON APPROX. 3'-0" +- 3" CENTERS.

2. TIE BARS SHALL BE NO. 5 X 2'-6" ON APPROX. 3'-0" +- 3" CENTERS.

3. SEE SHEET CP301 FOR PCC PAVEMENT TYPICAL SECTION.

4. SEE SHEET CP501 PAVEMENT DETAILS.

5. REFER TO CITY OF OMAHA STD. PLATE 501-01 FOR TIE BAR

AND DOWELED JOINTS AND JOINT SEALANT DETAILS.

DOWELED JOINT BETWEEN NEW AND EXISTING PAVEMENT

THICKENED EDGE

CP501

F1

CP501

A1

®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

10' 20'0

NORTH

KEY PLAN

END OF DOWEL

PAINT AND OIL

SIZE AND SPACING

SEE PLAN FOR

GROUT DOWEL

DRILL AND EPOXY

JOINT SEALANT

1/4" R.

A N

S

P H

A L

T R

E P

L A

C E

M E

N T

M

IS

S O

U R

I R

IV

E

R P

R O

J E

C T

O F

F

IC

E

N E

B R

A S

K A

W

F

B

J U

N E

A H

A

N E

C A

P

IT

O L

A V

E

O M

A H

A D

IS

T

R

E

N U

M B

E R

F

IL

E N

A M

E

T

O W

E

V E

M E

N T

D E

T A

IL

S

CP501

D

B

IR

K B

Y

T

O W

E

P O

C

P

.d

B

IR

K

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:1

:3

A

M

/2

/2

M R

P O

\M

R P

O

C P

.d g n

A1

SCALE: N.T.S.

DOWELED JOINT BETWEEN NEW AND EXISTING PAVEMENT

F1

SCALE: N.T.S.

THICKENED EDGE

A12

SCALE: N.T.S.

ACCESSIBLE PARKING SYMBOL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

A D

V E

R T

IS

E

M E

N T

T = PAVEMENT THICKNESS

5' MIN.

.2

T

T

PAVEMENT

NEWPAVEMENT

EXISTING

T = PAVEMENT THICKNESS

T /2

T

THE DRILLED HOLES USING AN EPOXY RESIN GROUT.

CONCRETE AND THE DOWELS SHALL BE BONDED IN

THAN THE DOWEL SHALL BE DRILLED IN THE EXISTING

HOLES APPROXIMATELY 1/8 INCH GREATER IN DIAMETER

NOTE:

DOWEL LENGTH2

®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

3'-0"

3"

2" WIDE STRIPING

SAFETY BLUE

INTERNATIONAL

PAINT BACKGROUND

2" WHITE STRIPING

E L E

V

B U

IL

D

IN

G

C R

O S S

S L O

E W

A L K

T

Y P

.7

.4

990.95(EXIST.)

990.50(EXIST.)

.3

T .O .C

S L P

.3

.3

993.3

.3

993.3

993.3

993.3

993.8

993.3

.3

.3

.6

.8

.8

993.3

993.8

993.8

.7

E

X

IS

T

.2

(E X

IS

T

BOAT LAGOON

APPROX.

SERVICE

ELEC.

APPROX.

VALVE

WATER

APPROX.

LINE

WATER

APPROX.

GAS LINE

APPROX.

LINE

ELEC.

APPROX.

LINE

ELEC.

P e r s h i i v e Inv. 976.60

Piling

Piling

Piling

Piling

Pilings

Wall

Steel Pile

Watercraft

Con. Slides for Large

Steps

Con.

Pad

Con.

Post

Anchor

Wall

Steel Pile

Ramp

Boat

Con.

Wall

Retaining

Wood

Sled Chutes

2' Wide Metal

S h e d

Inv. 974.49

Top 982.81

Unk. Util. M.H.

Posts

4' Metal12" CMP

E D

W A

T E

R T

N K

S L O P

E

DOCK CONNECTOR

IRON GIRDER

EXIST.

E L E

C T R

IC

A L

T R

A N S F

O R

M E

R

E X

IS

T

EXIST. 30"

ABANDONED

STEAM

TUNNEL

6"

6"

E X

IS

T

E X

IS

T

F L O

A T

IN

G

D O

C

KC

O N

C R

E T E

Dock Connector

Iron Girder

MUD Gas Line

Approx Loc.

Box w/valve

1'x1' Metal

A S

P H

A L

T

Con.

S Inv. 984.15

W Inv.984.20

Top 990.45

San. M.H.

ELEV 990.474

1ST FLOOR ELEV

BENCHMARK

Con.

Con.

Con.

Pad

Con.

Con.

Pad

A/C

ASPHALT

Meter

Gas

Bldg.

Bldg.

Bldg. 51A

Bldg.

ELEV 990.652

1ST FLOOR ELEV

BENCHMARK

x F.F. 990.67

Shut in Con. Bolted

1'x1' Metal Lid

Pipes

Gas

F.F. 990.77 x

F.F. 990.80 x

1" x F.F. 990.84 x F.F. 990.

G A

T E

1"

F.F. 991.10 x

1"

F.F. 991.19 x

C H

A I

N L I

N C

E

K E

Y P

A D

1"

1"

1"

A s p

1"

P e r s h i i v e

A s p

A s p

P e r s h i i v e

ELEV 993.601

1ST FLOOR ELEV

BENCHMARK

APPROX.

LINE

WATER

INVERT=988.97

24IN CMP

E-PANEL

E-PANEL

S

E-PANEL

S

GP

E-PANEL

GP

GP

GP

E-PANEL

GP

M

GP

S

ELEV 992.727

NW-MOST TOP FLANGE BOLT

BENCHMARK

ELEV 992.950

NW-MOST TOP FLANGE BOLT

BENCHMARK

EE-PANEL

E-PANEL

E-PANEL

E-PANEL

S

S

GP

GP

GP

E-PANEL

GP

GP

T

T

T

T

S

S

E

S

9' (TYP.)

' (T

Y P

3.37' 3.36'

.5

' (T

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SCALE: 1" = 40'

PAVING PLAN - AREA 2

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N 579162.85

E 2748651.49

N 579160.28

E 2748651.33

N 579061.24

E 2748650.95

ON EXISTING CONCRETE PAVEMENT

RESTRIPE PARKING STALLS

PAVEMENT STRIPING NOTES

1. SEE SPECIFICATION SECTION 32 17 24.00 10 FOR STRIPING REQUIREMENTS.

2. ALL STRIPING SHALL BE 4" SOLID WHITE.

®of Engineers

US Army Corps

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40' 80'0

NORTH

KEY PLAN

NORTH