Plans - W911WN20Q8002 Stonewall Jackson Bridge Abutment Repair.pdf

PDF 20 MB Posted

Attached to
Stonewall Jackson Bridge Abutment Repair
Solicitation number
W911WN20Q8002
Issued by

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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 S I

D

P

IT

T S

B U

R G

H D

IS

T R

IC

T

D

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

IN

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

PITTSBURGH DISTRICT

DAM ACCESS BRIDGE ABUTMENT REPAIRS 2020

STONEWALL JACKSON RESERVOIR

MONONGAHELA RIVER BASIN

W911WN20Q8002

MAY 2020

CERTIFIED FINAL DOCUMENTS

of Engineers

US Army Corps

G-001

B

C R

A T

Y

C O

V E

R S

H E

E

P Z

IN

N E

C K

E R

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED BY:

CHIEF, GEOTECHNICAL & WATER RESOURCES BRANCH

APPROVAL RECOMMENDED BY:

CHIEF, CIVIL DESIGN SECTION

SUBMITTED BY:

CHIEF, GEOTECHNICAL ENGINEERING SECTION

SUBMITTED BY:

PROJECT ENGINEER

SUBMITTED BY:

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE

S

M

IS

S E

N D

A

D

N E

U P

A N

E

LOCATION

PROJECT

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

G-002

B

C R

A T

E X S

H E

E T

C O

N T

R A

C T A

N D R

E F

E R

E N

C E D

R A

W

IN

G S

P Z

IN

N E

C K

E R

S

M

IS

S E

N D

A

D

N E

U P

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

ABBREVIATIONS

B

B R

E V

IA

T

IO

N S

G-003

B

C R

A T

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

COMPOST FILTER SOCKCFS

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

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

COURSE(S)CRS

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

FRAMINGFRMG

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

LIGHTINGLTG

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

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

STONE CONSTRUCTION ENTRANCESCE

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

P Z

IN

N E

C K

E R

S

M

IS

S E

N D

A

D

N E

U P

A

STONEWALL JACKSON LAKE

JACKSON DAM

STONEWALL

WEST FORK RIVER

(WV SECONDARY ROUTE 30)

SKIN CREEK ROAD

(WV SECONDARY ROUTE 36)

LITTLE SKIN CREEK ROAD

STONEWALL JACKSON LAKE

STONEWALL JACKSON LAKE

(WV SECONDARY ROUTE 30)

SKIN CREEK ROAD

(LOCAL ROUTE 30/7)

GLADY FORK ROAD

(LOCAL ROUTE 30/7)

GLADY FORK ROAD

DAM VISITORS' CENTER

STONEWALL JACKSON

(LOCAL ROUTE 36/1)

CURTIS RUN ROAD

STONEWALL JACKSON LAKE

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

GENERAL NOTES

A1

NORTH

PLAN

EXIT #96

INTERSTATE 79

I-79 SOUTH

I-79 NORTH

GENERAL SITE PLAN

SCALE: 1"=1000' 0 2000'1000'

G-101

B

C R

A T

G

N E

R A

L S

IT

E P

L

C

M U

R P

H Y

M

R O

T H

E R

M

C A

S T

L E

1. FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.

B1

G-103

B1

G-102

WORK LIMITS

CONTRACTOR

PARKING AREA

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WALKWAY

LAYDOWN AREA #2

CONTRACTOR

DRAINAGE DITCH

CONCRETE-LINED

HEADWALL

ENDWALL

HEADWALL

ENDWALL

DRAINAGE DITCH

CONCRETE-LINED

HEADWALL

FILTER SOCK (CFS)

18" DIA COMPOST

ENDWALL

ENTRANCE (SCE)

CONSTRUCTION

STONE

(M

IN

'-0

(12' WIDE X 75' LONG)

LAYDOWN AREA #1

CONTRACTOR

C F S -1

C F S -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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

SHEET KEYNOTES

NO WORK SHALL BE PERFORMED BELOW THE WEST FORK RIVER WATERLINE.

W E S

T F

O R

K R

IV

E R

F L

O W

LEGEND

NOTES

CONTRACTOR LAYDOWN AREA

E

T U

O R

Y R

A D

N O

C E

S V

W(

O R

K E

E R

C

NI

K S

DAM

ACCES

S R

OAD "

A"

M A

IN

T E N

A N C E B

U

IL

D

IN

G

D A

M

S

S E

C C

A

GATE

GATE

GATE

BRID

GE

T O D

A M /V

IS

IT

O R

S C

E N

T E

R

T O D

A M

T O I -7

/W

E S

T O

N

W V

T O R

IP

R A P S

T O

R A

G E A

R E

A (S

E E S

H E

E T G -1

TO THE BRIDGE ABUTMENT.

BRUSH REMOVAL ACTIVITIES TO GAIN EQUIPMENT AND PERSONNEL ACCESS

NO TREES GREATER THAN 3" IN DIAMETER SHALL BE DISTURBED DURING

THE DAM ACCESS BRIDGE IS RATED FOR AN HS-20 LOADING.

3. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-003.

EXISTING FEATURES.

2. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT

TO A MINIMUM.

1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT

B1

NORTH

PLAN

G-101

M3

60' 120'0

CONTRACTOR WORK LIMITS PLAN - DAM ACCESS BRIDGE ABUTMENT WORK AREA

SCALE: 1"=60'

CONTRACTOR WORK LIMITS

PUBLIC ROADWAY RIGHT-OF-WAY

PARKIN

G L

OT (

PAVED)

ROAD

"C

(GRAVEL)

PARKING LOT

5 6

ACCORDANCE WITH THE GUIDANCE PROVIDED IN THE SPECIFICATIONS.

COMPOST FILTER SOCK (CFS) SHALL BE INSTALLED AT EL 1121 AND IN

OFFICER PRIOR TO IMPLEMENTATION.

SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING

DAM AND/OR VISITORS' CENTER (I.E., ON TOP OF THE DAM ACCESS BRIDGE)

STAGING OF EQUIPMENT IN ANY LOCATION THAT MAY BLOCK ACCESS TO THE

INSTALLED ON THE GROUND SURFACE BELOW THE BRIDGE.

CFS SHOWN CROSSING THE DAM ACCESS BRIDGE REPRESENTS CFS TO BE6

STONE CONSTRUCTION ENTRANCE (SCE)

GUIDE RAIL (EXISTING)

FENCE (EXISTING; VARYING TYPES)

VEGETATED DRAINAGE SWALE (EXISTING)

STORM CULVERT (EXISTING)

18" DIAMETER COMPOST FILTER SOCKCFS-18

BE A MINIMUM OF 8' IN LENGTH.

ALL CFS END EXTENSIONS ANGLED OFF OF THE MAIN LENGTH OF CFS SHALL

SEDIMENT CONTROL BEST MANAGEMENT PRACTICE.

REGARDING INSTALLATION AND MAINTENANCE OF THIS EROSION AND

REFER TO PROJECT SPECIFICATIONS FOR ADDTIONAL INFORMATION

G-102

B

C R

A T

L

A N

D A

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T W

O R

K A

R E

A

C O

N T

R A

C T

O R W

O R

K L

IM

IT

S

C

M U

R P

H Y

M

R O

T H

E R

M

C A

S T

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

WORK LIMITS

CONTRACTOR

UNPAVED ROAD

ENTRANCE (SCE)

CONSTRUCTION

STONE

SILT FENCE

TEMPORARY

SILT FENCE

TEMPORARY

WORK LIMITS

CONTRACTOR

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

SHEET KEYNOTES

LEGEND

NOTES

GATE

3. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-003.

EXISTING FEATURES.

2. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT

TO A MINIMUM.

1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT

B1

NORTH

PLAN

60' 120'0SCALE: 1"=60'

AREA

RIPRAP STORAGE

TEMPORARY

LA

K E V

IE

W L

A N E

CONTRACTOR WORK LIMITS PLAN - TEMPORARY RIPRAP STORAGE AREA

CONTRACTOR WORK LIMITS

PUBLIC ROADWAY RIGHT-OF-WAY

36)

TE

UO

ARY R

ND

V SECO

W D (

A

K RO

EER

C N

TTLE SKI

IL

UTE 30)

OY RR

ONDA

CESV W

OAD (

REK

REC IN

K

TO S

GUIDE RAIL (EXISTING)

FENCE (EXISTING, VARYING TYPES)

STONE CONSTRUCTION ENTRANCE (SCE)

C E

M E T

A R

Y R

O A

D

SEDIMENT CONTROL BEST MANAGEMENT PRACTICE.

REGARDING INSTALLATION AND MAINTENANCE OF THIS EROSION AND

REFER TO PROJECT SPECIFICATIONS FOR ADDTIONAL INFORMATION

LIMITED TO 250 LINEAR FEET, INSTALLED IN THE ORIENTATION SHOWN ON PLAN.

LENGTH OF EACH ENTIRE SECTION OF TEMPORARY SILT FENCE SHALL BE

AREA

RIPRAP STORAGE

TEMPORARY

1 2

1 2

SILT FENCE (TEMPORARY)

ARE COMPLETED.

CONSTRUCTION ENTRANCE AFTER THE MATERIAL STOCKPILING ACTIVITIES

A 3" LAYER OF AASHTO #57 STONE SHALL BE PLACED ON TOP OF THE STONE

PROHIBIT ACCESS TO OTHER LOCK AND KEY HOLDERS.

CONTRACTOR MUST ENSURE THEY DO NOT CROSS-LOCK THE GATE AND

GATE, AND A DESIGNATED KEY SHALL BE PROVIDED TO THE CONTRACTOR.

VEHICLES. A LOCK FOR THE CONTRACTOR SHALL BE INSTALLED ON THE

GATES MUST BE LOCKED AT ALL TIMES, EXCEPT FOR ENTRY AND EXIT OF

G-103

B

C R

A T

A N

T E

M P

O R

A R

Y R

IP

R A

P S

T O

R A

G E A

R E

A

C O

N T

R A

C T

O R W

O R

K L

IM

IT

S

C

M U

R P

H Y

G-101

C15

M

R O

T H

E R

M

C A

S T

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

H

E E

T O

F

S-001

B

C R

A T

R U

C T

U R

A L M

A R

K -U

P S

A

H A

Y E

S

G

M E

Y E

R

G

M E

Y E

PROVIDED FOR REFERENCE ONLY

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

E E

T O

F

S-002

B

C R

A T

R U

C T

U R

A L M

A R

K -U

P S

A

H A

Y E

S

G .M

E Y

E R

G

M E

Y E

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

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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

S I

D

P

IT

T S

B U

R G

H D

IS

T R

M A

C C

E S

S B

R

ID

G E A

B U

T M

E N

T R

E P

A

IR

S

S T

O N

E W

A L L J

A C

K S

O N R

E S

E R

V O

IR

M O

N O

N G

A H

E L

A R

IV

E R B

A

L

IB

E R

T Y A

V E

C E

R T

IF

IE

D F

IN

A L D

O C

U M

E N

T

W

W N

Q

M A

Y

E E

T O

F

S-003

B

C R

A T

R U

C T

U R

A L M

A R

K -U

P S

A

H A

Y E

S

G

M E

Y E

R

G

M E

Y E

G-001
G-002
G-003
G-101
G-102
G-103
S-001
S-002
S-003
PROJECT ENGINEER:
CHIEF GEOTECHNICAL ENGINEERING SECTION:
CHIEF CIVIL DESIGN SECTION:
CHIEF GEOTECHNICAL WATER RESOURCES BRANCH:
CHIEF ENGINEERING CONSTRUCTION DIVISION:
2020-06-11T09:32:21-0400
ZINNECKER.PAUL.LEWIS.1559159316
2020-06-11T11:19:17-0400
Sarah J. Missenda
2020-06-11T13:31:47-0400
ROTHER.MATTHEW.PAUL.1558211098
2020-06-11T15:33:13-0400
Jessica C. Farmer
2020-06-16T11:16:42-0400
HOEY.JEANINE.M.1198983795

File details come from the government source that posted it. Updated .