PROJECT PLANS SALAMONIE RETREAT CHANNEL REPAIRS W912P620B0013 rgb.pdf

PDF 21 MB Posted Aug 7, 2020

Attached to: Salamonie Dam Retreat Channel Repairs, Lagro, Indiana
Solicitation number: W912P620B0013
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 27, 2023

This solicitation notice is for the construction project "Salamonie Dam Retreat Channel Repairs, Lagro, Indiana" issued by the United States Army Corps of Engineers - Chicago District under solicitation number W912P620B0013. The primary work includes tree clearing, constructing an access road with gate and pullouts along the downstream toe of the dam, filling Ravine 2 and installing a culvert and outlet, drilling, blasting, and constructing an access ramp with guardrail, cleaning and scaling loose rock debris above the outlet on the right abutment, placing riprap along the east wingwall, replacing the staircase, replacing concrete blocks with guardrail above the right abutment, and moving excess spoil material to, grading, and seeding the spillway. The estimated cost is between $1,000,000 and $5,000,000. Responses are due by September 9, 2020. Competition is restricted to small businesses with a size standard of $39.5 million. The solicitation can be downloaded from the provided internet site.

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Other files

File	Type	Posted
AMENDMENT NO 0004 W912P620B0013 BID OPENING TIME EXTENSION.pdf	PDF	Sep 16, 2020
AMENDMENT NO. 0003 W912P620B0013 SALAMONIE DAM RETREAT CHANNEL REPAIRS, LARGO, IN.pdf	PDF	Sep 9, 2020
AMENDMENT NO 0002 W912P620B0013 SALAMONIE DAM REPAIRS AND ATTACHMENTS.pdf	PDF	Sep 6, 2020
AMENDMENT NO 0001 W912P620B0013 SALAMONIE CHANNEL RETREAT DAM REPAIRS RGB.pdf	PDF	Aug 26, 2020
Solicitation and Specifications Salamonie Retreat Channel Repairs W912P620B0013.pdf	PDF	Aug 7, 2020

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PROJECT LOCATION

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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CHANNEL REPAIRS

09/2020

CHICAGO DISTRICT

of Engineers

US Army Corps

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(N.T.S.) (N.T.S.)

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SALAMONIE DAM RETREAT

CERTIFIED FINAL DOCUMENTS - RTA AUGUST 3, 2020

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W912P6-20-B-0013

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

REVIEWED BY:

ATR TEAM LEADER DATE CHIEF, DESIGN BRANCH

APPROVED BY:

APPROVAL RECOMMENDED BY:

PROJECT MANAGER

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

DATE

MIKE PADILLA

BRAD LONG, P.E. JOHN GROBOSKI, P.E.

CERTIFIED FINAL DOCUMENTS - RTA

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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

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

A N

N E

L R

E P

S /2

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

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G -0

.d g n

S A

L A

M O

A M R

E T

R E

A T

A N

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G A

A N

A O

A B

B R

E V

N S

G-003

A R

W K

A R

W P -2

-B -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

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C H

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A S

A L L E S

T S

C H

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O D

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G -0

.d g n

P E

F L E

Y R

O A

E S

M O

A M R

A N

S I

G-004

A R

CS-1

C S -1

-1

G-009

KEYMAP PLAN

SCALE: 1" = 300' 600'0 300'

NORTH

PLAN

K E

Y M

A P P

L A

C G -103

C G -102

C G -101

CERTIFIED FINAL DOCUMENTS - RTA

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

Y U

K I

G A

A N

A O

W K

A R

C S -1

CS-109

PROPERTY LINE

RAVINE 2

RAVINE 3

STAGING AND STORAGE

TURN AROUND

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

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C O

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C H

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K E

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0+00

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T S

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.d g n

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GENERAL NOTES

400'0 200'

A N

S I

G-005

A R

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G A

A N

A O

W K

A R

S A

L A

M O

A M R

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W P -2

-B -0

A L

N M

E N

T P

L A

N A

N D W

O R

K L

SURFACE. SEE SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

AREA DOES NOT NEED TO BE RESEEDED AND CAN BE LEFT AS A DIRT

LAYDOWN AREAS TO ORIGINAL CONDITION BUT THE STAGING AND STORAGE

AFTER COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RETURN 2.

DAM.

NO EQUIPMENT IS ALLOWED TO DRIVE ACROSS THE DOWNSTREAM FACE OF THE 1.

CERTIFIED FINAL DOCUMENTS - RTA

A -1

A -2

A -3

A -4

A -5

A -6

A -7

A -8

A -9

A -1

B -1

B -2

B -3

B -4

B -5

B -6 +0

B- 7+

B- 8+

B -9

B -1

A -1

A -19+

A -20+

A -21+

A -22+

A -23+

A -24+

A -25+

A -26+

A -27+

A-28+00

A-29+00

A-30+00

A-31+00

A-32+00 A -3 3+

00A -3 4+

A-35+00

A-36+00

A-37+00

C -0

C -1

C -2

C -3

C -4

C -5

B -0

A -0

Z 0P

Z D

P Z

P Z 9 P

P Z

P Z A

P Z B

P Z D

P Z

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

1:3.5

1:2

FLOW

U C

D R

N G

O S

.5 1+

P I P E

P Z P Z

P Z

P Z D

P Z U

P Z

Z D

P Z L

P Z R

P Z

W P

P Z

W P

P Z

R M

P Z

FORMER SALAMONIE CHANNEL

P I P E

P Z D

P Z U

W P

P Z U

P Z

Z D

P Z

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C T I

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R A

C T N

U M

A N

N E

L R

E P

S /2

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

G -0

.d g n

GENERAL NOTES

400'0 200'

A N

S I

G-006

A R

A N

D I

N S

T R

U M

E N

T A

E X

G D

A M C

O N

N S

LEGEND

WELL POINT

MANHOLE

RELIEF WELL

BOLT MONUMENT

BRASS PLUG

REFERENCE MONUMENT

PIPE

MOVEMENT MONUMENT

INACTIVE PZs

EXISTING DAM CONDITIONS AND INSTRUMENTATION

SCALE: 1" = 200' 400'0 200'

NORTH

PLAN

Y U

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G A

A N

A O

W K

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M O

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A T

TABLE 1

EXISTING INSTRUMENTS - TABLE 2

PZ IN FOUNDATION BEDROCK

PZ IN FOUNDATION SOIL

PZ IN FOUNDATION SOIL/BEDROCK

PZ IN EMBANKMENT SOIL

PZ IN EMBANKMENT DRAIN

TYPICAL SECTIONS WITH MONITORING WELLS

SCALE: N.T.S.

MONITORING WELL CASING

W P -2

-B -0

LENGTH OF CABLE.

3. MOUNT A HOOK TO THE INSIDE OF THE WELL CASING TO HANG ADDITIONAL

SECTION 35 73 13 EMBANKMENT FOR EARTH AND ROCKFILL DAMS.

THE MONITORING WELLS LISTED IN TABLE 1 BELOW. SEE SPECIFICATION

2. INSTALL VIBRATING WIRE PRESSURE TRANSDUCER TO THE ELEVATIONS IN

BE REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT.

LIMITS. SEE TABLE 2. INSTRUMENTS DAMAGED BY THE CONTRACTOR SHALL

CONTRACTOR SHALL PROTECT ALL INSTRUMENTATION WITHIN THE WORK 1.

SPILLWAY

STORAGE AREA

DISPOSAL AREA

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A1 400' 800'0

NORTH

PLAN

SCALE: 1" = 400'

LEGEND

GENERAL NOTES

R M

A D

N O

M A

L A

S .

E . S

M O

A M R

O A D

WORK LIMITS

HAUL ROUTE AND DISPOSAL AREA

WETLANDS

DISPOSAL AREA

HAUL ROUTE

APPROXIMATELY 2.46 MILES.

APPROVED HAUL ROUTE FROM WORK AREA TO DISPOSAL AREA IS 2.

OPERATIONS. REPAIRS ARE TO BE MADE TO INDOT STANDARDS.

COUNTY ROADS OR GOVERNMENT ROADS FROM HAULING

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO 1.

P E

F L E

Y R

O A

O J E

C T I

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A M

N T

R A

C T N

U M

A N

N E

L R

E P

S /2

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

G -0

.d g n

A N

S I

G-007

A R

Y U

K I

G A

A N

A O

W K

A R

S A

L A

M O

A M R

E T

R E

U L R

O U

T E

S A

N D D

P O

S A

L A

R E

W P -2

-B -0

ACCESS ROAD

GULLIES

EL 792.8

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

E L E

V A

N N

A V

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

TRUE N

A1 400' 800'0

NORTH

PLAN

SCALE: 1" = 100'

LEGEND

GENERAL NOTES

SPILLWAY DISPOSAL AREA

DISPOSAL AREA CROSS SECTION

SCALE: 1" = 20'

SPILLWAY

WETLANDS

DISPOSAL AREA

HAUL ROUTE

INSTALLATION WITH THE LIST IN TABLE 1 IN ATTACHMENT A.

32 92 19.10 NATIVE SEED SEED SLOPES IN ACCORDANCE WITH 6.

AVOID IMPACTING THE AREAS IDENTIFIED AS WETLANDS.5.

THE BOTTOM OF THE GULLY.

SPILLWAY SURFACE (ELEVATION 792.6 NAVD 88) OR BLOCK FLOW IN

NO MATERIAL SHALL BE PLACED HIGHER THAN THE TOP OF THE 4.

DAMAGED DURING CONSTRUCTION.

RESTORE THE GRAVEL ACCESS ROAD LEADING TO THE SPILLWAY IF 3.

DISPOSAL AREA IS APPROXIMATELY 2.46 MILES.

APPROVED HAUL ROUTE FROM THE WORK AREA TO SPILLWAY 2.

STEEPER THAN 3:1 FROM THE GULLY TOE.

PLACE AND COMPACT EXCESS MATERIAL ON THE SLOPES TO NO 1.

O J E

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C H

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A S

A L L E S

T S

C H

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O D

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G -0

.d g n

A N

S I

G-008

L W

A Y D

P O

S A

L A

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G A

A N

A O

W K

A R

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

CERTIFIED FINAL DOCUMENTS - RTA

G-009

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

A1 200' 400'0

NORTH

PLAN

SCALE: 1" = 200'

LEGEND

GENERAL NOTES

OPTION 1 TREE CLEARING

BASE TREE CLEARING

WORK LIMITS

TREE CLEARING AREAS

PART OF OPTION 1. SEE SECTION 31 11 00 CLEARING AND GRUBBING.

AND REMOVE TREES FROM THE CHANNEL ISLAND AS SHOWN AS

CLEAR TREES WITHIN 5 FT FROM THE EDGE OF THE EXISTING BANK 3.

EMBANKMENT TOE. SEE SECTION 31 11 00 CLEARING AND GRUBBING.

OF EXCAVATED RAMP SLOPE AND 10 FT FROM THE RAMP

ACCESS ROAD. CLEAR TREES A MINIMUM OF 10 FEET FROM THE TOP

CLEAR TREES A MINIMUM OF 50 FT FROM THE DAM TOE ALONG THE 2.

OPTION 1 CLEARING - 1.86 ACRES

BASE TREE CLEARING - 6.65 ACRES1.

O J E

C T I

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R A

C T N

U M

A N

N E

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S /2

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

G -0

.d g n

A N

S I

G-009

U K I

G A

A N

A O

W K

A R

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

T R

E E C

L E

A R

G A

R E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

GENERAL NOTES

LEGEND

VERTICAL DATUM 1988 (NAVD88). THE GEOID MODEL USED IS GEOID 18.

VERTICAL DATUM 1983 (NAD83). VERTICAL DATUM IS NORTH AMERICAN

COORDINATE SYSTEM, INDIANA EAST ZONE, NORTH AMERICAN

2. FIELD BEARINGS AND COORDINATES SHOWN ARE STATE PLANE

NUMBER 912QR17D0034 TASK ORDER NUMBER NW912P620FCX0.

CONTRACT WITH THE USACE LOUISVILLE DISTRICT, CONTRACT

AND SURVEYING, LLC. (SEAS) OF BAKER, FL FROM MAY 16, 2020 UNDER

ENGINEERS (USACE) CHICAGO DISTRICT BY SEASIDE ENGINEERING

1. THIS SURVEY WAS PERFORMED FOR THE UNITED STATES CORPS OF

CONTROL TABLE

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S I

V-001

A R

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R V

E Y C

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O L A

N D B

E N

C H

M A

R K

S A

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M O

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G A

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A O

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W P -2

-B -0

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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C T N

C H

E C

K E

D B

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T accum at accumulated sd sdy sh shy si sis siy sl slcs slick sml sand sandy shale shaly silt siltstone silty slight, slightly siliceous slickenside small scat scattered ln lo ls lt med mic min mod mot mss mst mtl mtx nod

num

occ ool op org lense loose limestone light medium micaceous mineralized, -ization moderate, moderately mottling, mottled massive moist material matrix nodule no recovery numerous overburden (unclassified) occasional, -ally oolite, oolitic open,opened organic part pbl petro

pit

pl pla pln pwdr prob pt

ptg qtz rec partially pebble petroleum, petroliferous plasticity index pit, pitted, pitting plastic limit plastic platy plane powder, powdered probable, probably paper-thin pressure test parting quartz recovered

LL liquid limit el est excl extr f fe fld fm fos frac frag fri fsl gen glau gr gra grad grn grt gvl gyp elevation estimate,-ed excluding extremely fine, finely iron filled formation fossil, fossiliferous fracture fragment friable fissle generally glauconite, -itic gray grain, grained gradational green grout gravel, gravelly gypsum h/a hd hem hld hor imbdd incl intbdd intlam irr jt l/a lam

LDW

lea lg lig lim high angle hard hematite healed horizontal imbedded including interbed, interbedded interlaminated irregular, irregularly joint low angle lamina, -ae, -ated lost core lost drill water leached large lignitic limonite

DWR drill water retained drv drive bky bl bld

BOH

blocky black boulder bottom of hole br brec brk c cal calc brown brecciated broken coarse calcite calcareous carb cav cbl

cem

cht circl cl cly cmtd col conc congl crm d dis dk dmp dol carbonaceous cavity cobble corrected depth cement core in hole chert circulation clay clayey cemented columnar concrete conglomerate crumbly dense disseminated dark damp dolomite, dolomitic drl drilling

BK back alt ang approx argil bbl bdd bdr bifur angular alternating approximate, -mately argillaceous barrel bedded, bedding bedrock bifurcating

AH ahead rk rnd

RQD

sat rock round rock quality designation saturated

REF refusal so soln soft solution, -tioned, -tioning ss st stf strg styl stylc sur ti

sandstone stain, -ed, -ing stiff stringer stylolite stylolitic surface tight top of rock tr

unacct var v vert vgy w/ wea wht

x-bdd xl xln yel trace unaccountable loss unaccountable variable very vertical vuggy with weathered white water level water table cross-bedded crystal crystalline yellow

SPT std. penetration test smpl sample

* When using as the plural form add "s"

Parting

Band

Thin Bed

Medium Bed

Thick Bed

Massive

< 0.02'

0.02' - 0.2'

0.2' - 0.5'

0.5' - 1.0'

1.0' - 2.0'

> 2.0'

TERMS FOR THICKNESS

OF BEDDING

Very soft or plastic

Soft

Moderately hard

Can be indented easily with thumb

Can be scratched with fingernail

Can be scratched easily with knife;

cannot be scratched with fingernail

Hard

Very hard

Difficult to scratch with knife

Cannot be scratched with knife

SCALE OF HARDNESS

TERMS FOR HARDNESS OF BEDROCK

DESCRIPTION

LEGEND FOR BORING TYPE

SHOWN ON EXPLORATION PLANS

Standard Penetration & Cored

DESCRIPTIONSYMBOL

Auger Hole

Standard Penetration

Vertical Core Hole

Angle Core Hole

Cone Penetrometer

Observation Well Installation

Bore Hole with Piezometer or

Resonant Sonic Boring and if sticky, the specimen should be spread out in a thin layer and allowed to lose some moisture by evaporation. Then the specimen is rolled out by hand on a smooth surface or between the palms into a thread about one -eighth inch in diameter. The thread is then folded and rolled repeatedly. During the manipulation the moisture content is gradually reduced is reached.

continued until the lump crumbles.

the more potent is the colloidal clay fraction in the soil. Weakness of the thread at the plastic limit and quick loss of coherence of the lump below the plastic limit indicate either which occur below the A-line.

Highly organic clays have a very weak and spongy feel at the plastic limit.

After removing particles larger than the No. 40 sieve size, a specimen of soil about one-halfAfter removing particles larger then No. 40 sieve size, prepare a pat of water if necessary to make the soil soft but not sticky.

Place the pat in the open palm of one hand and shake horizontally, reaction consists of the appearance of water on the surface of the pat sample is squeezed between the fingers, the water and gloss disappear from the surface, the pat stiffens, and finally it cracks or crumbles.

The rapidity of appearance of water during shaking and of its disap-pearance during squeezing assist in identifying the character of the fines in a soil.

Very fine clean sands give the quickest and most distinct reaction striking vigorously against the other hand several times. A positive which changes to a livery consistency and becomes glossy. When the whereas a plastic clay has no reaction. Inorganic silts, such as a typical

(1) Boundary classifications. Soils possessing characteristics of two groups are designated by combinations of group symbols. For example GW-GC, well-graded gravel-sand mixture with clay binder.

FIELD IDENTIFICATION PROCEDURES FOR FINE-GRAINED SOIL OR FRACTIONS

crumbling between the fingers. This strength is a measure contained in the soil. The dry strength increases with of the character and quantity of the colloidal fraction

After removing particles larger than No. 40 sieve size, mold a necessary. Allow the pat to dry completely by oven, sun, strength. Silty fine sands and silts have about the same slight dry strength, but can be distinguished by the feel when powdering the dried specimen. Fine sand feels gritty feel of flour.

High dry strength is characteristic for clays of the CH group.

A typical inorganic silt possesses only very slight dry whereas a typical silt has the smooth

Well-graded gravels, gravel-sand mixtures, little or no fines.

Poorly-graded gravels, gravel-sand mixtures, little or no fines.

Clayey gravels, gravel-sand-clay mixtures

Well-graded sands, gravelly sands, little or no fines.

Poorly-graded sands, gravelly sands, little or no fines.

Silty sands, sand-silt mixtures.

Clayey sands, sand-clay mixtures.

Typical Names Group

Symbols Major Divisions

1 2 3 4 C o a r s e g r a i n e d o i l s

S a n d s

G r a v e l s

M o r e t h a n h a l f o f c o a r s e f r a c t i o n

F o r v i s u a l c l a s s i f i c a t i o n t h e i n s i z m a y b e u s e d a s e q u i v a l e n t t o

C l e

G r a v e l s

L i t t l e o r n o f i n e s

G r a v e l s w i t h

F n e s

A p p r e c i a b l e a m o u n t o f f i n e s

C l e n d s

L i t t l e r f i n e s

S a n w t

F n e s

A p p r e c i a b l e a m o u n t o f f i n e s

Field Identification Procedures

(Excluding particles larger than 3 inches and basing fractions on estimated weights)

Wide range in grain sizes and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see CL below)

Wide range in grain size and substantial amounts

Predominantly one size or a range of sizes with some intermediate sizes missing

Nonplastic fines or fines with low plasticity (for

Plastic fines (for identification procedures see

CL below).

Identification Procedures on Fraction Smaller than NO. 40 Sieve Size identification procedures see ML below).

of all intermediate particle sizes.

identification procedures see ML below).

of all intermediate particle sizes

Silty gravels, gravel-sand-silt mixtures

Information Required for

Describing Soils

For undisturbed soils add information on drainage characteristics and hardness of the coarse grains;

pertinent descriptive information, Example:

cementation, moisture conditions and local or geologic name and other and symbol in parentheses.

angular gravel particles 1/2-inch well-compacted and moist in place;

alluvial sand; (SM).

maximum size; rounded and subangular

Give typical name; indicate approximate stratification, degree of compactness percentages of sand and gravel, max.

Silty sand, gravelly; about 20% hard, sand grains coarse to fine; about 15% size, angularity, surface condition, D e t e r m i n e p e r c e n t a g e s o f g r a v e l a n d s a n d f r o m g r a i n s i z e c u r v e s i e v e s i z e c o a r s e g r a i n e d s o i l s a r e c l a s s i f i e d a s f o l l o w s

L e s s t h a n

M o r e t h a n t o

G M

B o r d e r l i n e c a s e s r e q u i r i n g u s e o f d u a l s y m b o l s

U s e g r a i n s i z e c u r v e i n i d e n t i f y i n g t h e f r a c t i o n s a s g i v e n u n d e r f i e l d i d e n t i f i c a t i o n

Laboratory Classification

Criteria

Atterberg limits above "A" line with PI greater than 7

Atterberg limits below "A" line Limits plotting in hatched zone with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

or PI less than 4

Not meeting all gradation requirements for SW x10

D60 u

D C =

Cc Between 1 and 3

Atterberg limits below "A" line or PI less than 4

Atterberg limits above "A" line with PI greater than 7

Not meeting all gradation requirements for GW

Above "A" line with

PI between 4 and 7 are borderline cases requiring use of dual symbols.

x10

D60 u

D C = Greater than 6

Cc Between 1 and 3

Greater than 4

0 10 20 30 40 50 60 70 80 90 100

CL-ML

Toughness and Dry Strength Increase with Increasing Plasticity Index

A- Li ne

P L

A S

T I

C I

T Y

N D

E X

LIQUID LIMIT

PLASTICITY CHART

For laboratory classification of fine-grained soils

Comparing Soils at Equal Liquid Limit

Dry Strength

(Crushing characteristics)

Dilatancy

(Reaction to shaking)

Toughness

(Consistency near PL)

None to slight Quick to slow None

Medium to high None to very slow Medium

Slight to medium Slow Slight

Slight to medium Slow to none Slight to medium

High to very high None High

None to very slow Slight to medium

Readily identified by color, odor, spongy feel and frequently by fibrous texture.

Example:

For undisturbed soils add information on structure, stratification, consistency in undisturbed and remolded states, moisture and drainage condition.

character of plasticity, amount and maximum size of coarse grains, color geologic name, and other pertinent in parentheses.

in wet condition, odor if any, local or small percentage of fine sand, Give typical name, indicate degree and descriptive information, and symbol

Clayey silt, brown, slightly plastic, numerous vertical root holes, firm and dry in place, loess, (ML).

F i n e g r a i n i l s

S i l t s a a y s

L i q u i d l i m i t g r e a t e r t h a n

PtHighly Organic Soils Peat and other highly organic soils.

Organic clays of medium to high plasticity organic silts.

Organic silts and organic silty clays of low plasticity.

Inorganic clays of low to medium plasticity, or lean clays.

clayey silts with slight plasticity.

Medium to high

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or

Organic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

Inorganic clays of high plasticity, fat clays.

gravelly clays, sandy clays, silty clays, S i l t s a a y s

L i q u i d l i m i t l e s s t h a n

U N I F I E D S O I L C L A S S I F I C A T I O N (Including Identification and Description)

M o r e t h a n h a l f f t e r i l a r g e r t h s i e v e s i z e i s l a r g e r t h i e v e s i z e i s s m a l l e r t h i e v e s i z e t i e v e s i z e

M o r e t h a n h a l f f t e r i a l i s s m a l l e r t h s i e v e s i z e

T s i e v e s i z e i s a b o u t t h e s m a l l e s t p a r t i c l e v i s i b l e t o t h e n a k e d e y e

D e p e n d i n g o n p e r c e n t a g e o f f i n e s f r a c t i o n s m a l l e r t h nonplastic fines with low dry strength;

moist soil with a volume of about one-half cubic inch. Add enough rock flour, show a moderately quick reaction.

DILATANCY (Reaction to shaking)

DRY STRENGTH (Crushing characteristics) screening is not intended, simply remove by hand the coarse particles that interfere with the tests.

pat of soil to the consistency of putty, adding water if or air drying, and then test its strength by breaking and

These procedures are to be performed on the minus No. 40 sieve size particles, approximately in. For field classification purposes

After the thread crumbles, the pieces should be lumped together and a slight kneading action inorganic clay of low plasticity, or materials such as kaolin-type clays and organic clays and the specimen stiffens, finally loses its plasticity, and crumbles when the plastic limit inch cube in size, is molded to the consistency of putty. If too dry, water must be added

TOUGHNESS (Consistency near plastic limit)

(2) All sieve sizes on this chart are U.S. standard.

increasiny plasticity.

(BORING NUMBER)

LB-101-98

(PROJ. 30' NW)

NOTE:

LEGEND

(ROCK QUALITY DESIGNATION, %)

G =2.84 166.4

93 11,920

(12/9/98)

(DENOTES OVERBURDEN)

-5

MEASURED BY ASTM D 2938)

STRENGTH (PSI) AS

(UNCONFINED COMPRESSIVE

GRAVITY)

(DENOTES SPECIFIC

DENSITY, PCF)

(DENOTES WET

SI=0.0242

SD=99.25

BD=1,000

(SWELLING INDEX, ASTM D 4546)

ASTM D 4644)

(SLAKE DURABILITY, 2ND CYCLE %

ASTM D 3967)

(BRAZILIAN DISK TENSILE, PSI

(YOUNG'S MODULUS, PSI)

(BULK MODULUS, PSI

(SHEAR MODULUS, PSI)

(POISSON'S RATIO)

B ó

=6,739,465

=4,314,444

=2,718,283

=0.2397

PROFILE)

PROJECTED ONTO

(DISTANCE BORING

AFTER DRILLING)

READING, 24 HOURS

(DATE OF WATER LEVEL

PROVIDED AS EXAMPLE ONLY

DATA IS NOT FOR LB-101-98,

L=20.0 k=1x10

(LUGEON VALUE)

CM/SEC)

(HYDRAULIC CONDUCTIVITY,

GENERAL NOTESABBREVIATIONS

TOP OF ROCK ELEVATION MAY VARY LOCALLY.9.

ENGINEERING PURPOSES", L. KIRKALDIE, ED., ASTM 1984.

(RQD) INDEXING PRACTICE FOR

2. DEERE, D.U., AND DEERE, D.W. 1988. "THE ROCK QUALITY DESIGNATION

U.S. SYMP. ROCK MECH., AIME, NEW YORK, PP. 237 - 302.

CONSTRUCTION IN ROCK", PROC, 8TH

1. DEERE ET AL (1967). "DESIGN OF SURFACE AND NEAR SURFACE

REFERENCES:

SHOULD HAVE BEEN RECOVERED AND EXPRESSED AS A PERCENTAGE.

ARE ADDED THEN DIVIDED BY THE TOTAL LENGTH OF CORE WHICH

DEERE. ALL LENGTHS OF CORE RECOVERED OVER 4 INCHES IN LENGTH

RQD IS A MEASURE OF THE ROCK QUALITY AS DEFINED BY DR. DAN 8.

ALL ELEVATIONS ARE IN FEET AND REFER NAVD88.7.

ROCK PROFILES. FOR DISTANCES, SEE PLANS OF EXPLORATION.

SOME OF THE EXPLORATORY BORINGS ARE PROJECTED ON THE SOIL AND 6.

OF ROCK IS DENOTED AS "OVERBURDEN."

SOILS NOT CLASSIFIED OR OTHERWISE DIFFERENTIATED OVERLYING TOP 5.

DOES NOT INDICATE THE ABSENCE OF GROUNDWATER.

ON EVERY HOLE FOR VARIOUS REASONS. THE ABSENCE OF A READING

SEPARATE OBSERVATIONS. WATER LEVEL READINGS WERE NOT TAKEN

DATE OTHER THAN THAT SHOWN ON THE LOGS MUST BE DETERMINED BY

POOL STAGES, THEREFORE ACTUAL LEVEL OF GROUNDWATER ON ANY

GROUNDWATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND 4.

TO PERMIT BORING TO REFLECT ACTUAL GROUND WATER ELEVATION.

INFLUENCED BY DRILLING FLUID OR AN INSUFFICIENT PASSAGE OF TIME

WATER ELEVATIONS INDICATED ON BORING LOGS MAY HAVE BEEN 3.

WITH THE EXPLORATION METHOD USED.

THE POINT BEYOND WHICH FURTHER PENETRATION IS IMPRACTICABLE

STANDARD PENETRATION DRILLING. "DRILLING REFUSAL" IS DEFINED AS

BLOWS-PER-HALF FOOT OF TOOL ADVANCEMENT WHEN CONDUCTING

"SPLITSPOON REFUSAL" IS DEFINED AS A BLOW COUNT GREATER THAN 50 2.

00 31 32.13 SUBSURFACE DRILLING AND SAMPLING INFORMATIONSECTON

BORING LOGS FOR THIS WORK ARE INCLUDED IN SPECIFICATIONS 1.

-325.0 FINAL ELEV.

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B-001

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S A

L A

M O

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R E

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W P -2

-B -0

Y U

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A N

AR SB-01

AR SB-02

AR SB-03

AR SB-04

AR SB-05

AR SB-06

DC-401

DC-402

DC-405

DC-403

MR-37

MR-36

S O

A T

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N E

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D E

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GENERAL NOTES

A1 20' 40'0

NORTH

PLAN

T R

U E N

LEGEND

BOREHOLE LOCATIONS

SCALE: 1" = 200'

SAMPLING INFORMATION

SEE SPECIFICATION SECTION 00 31 32.13 SUBSURFACE DRILLING AND 1.

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GENERAL NOTES

BOREHOLE PROFILES

SCALE: N.T.S.

SAMPLING INFORMATION

SEE SPECIFICATION SECTION 00 31 32.13 SUBSURFACE DRILLING AND 1.

LEGEND

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B-003

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CERTIFIED FINAL DOCUMENTS - RTA

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

Y U

K I

G A

A N

0 800

805 805 805 805

810810810810810810

Y=2023307.6602

X=322008.7665

Y=2023230.4437

X=322011.5611

Y=2023307.9177

X=322216.3967

(SEE NOTE 3)

REMOVE AND REPLACE EXISTING GATE

Y=2023277.2766

X=322217.5056

Y=2023232.9344

X=322080.3808

Y=2023141.3788

X=322014.4890 Y=2023211.4932

X=322220.7721

Y=2023251.8230

X=322221.3586

Y=2023184.8859

X=322012.9144

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

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T E

D B

D A

T E

C O

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R A

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C H

E C

K E

D B

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A W

N B

U E D

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C T I

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840840

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50

GENERAL NOTES

SCALE: 1" = 20'

PLAN VIEW

20' 40'0

NORTH

PLAN

T R

U E N

PROFILE

LEGEND

CONTRACTOR STAGING AND STORAGE

SLOPE 2.23%

SLOPE 6%

PROPOSED ROAD AND SHOULDER

EXISTING A-FRAME GATE

PROPERTY BOUNDARY

WORK LIMITS

COURSES.

COMPACT INDOT CA-53 STONE. SEE 32 11 23 AGGREGATE BASE

STRIP TOPSOIL AND EXCAVATE TO DIMENSIONS SHOWN. PLACE AND 5.

WITH SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

RESEED DISTURBED AREAS AFTER CONSTRUCTION IN ACCORDANCE 4.

GATES.

32 31 13 CHAIN LINK FENCES AND SEEDOUBLE 12' A-FRAME GATE.

SINGLE 12' A-FRAME GATE SHALL BE REMOVED AND REPLACED WITH 3.

BE REMOVED PER SPECIFICATION 31 11 00 CLEARING AND GRUBBING.

VEGETATION WITHIN THE FOOTPRINT OF THE ACCESS ROAD SHALL 2.

FOR ALIGNMENT POINTS SEE SHEET G-005.1.

CUT/FILL TOE

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

CONTRACTOR STAGING AND STORAGE

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®of Engineers

US Army Corps

U .S

A R

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P S O

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C-101

A N

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C S -1

.d g n

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A N A

N D P

R O

A C

C E

S S R

O A

A R

A N

S I

P L

A N A

N D P

R O

A C

C E

S S R

O A

A R

Y U

K I

G A

A N

A O

S T

O S

T A

W K

A R

W P -2

-B -0

Y U

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CERTIFIED FINAL DOCUMENTS - RTA

000000

A -1

A -2

A -3

A -4

S T

A . A

-0

805 805

805 805 805 805

805 805

805 805 805 805

805 805

810810810810810810810810

810 810 810 810 810 810

810 810 810

(SEE NOTE 3)

REMOVE AND REPLACE EXISTING GATE

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

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830830

4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10 8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00

GENERAL NOTES

20' 40'0SCALE: 1" = 20'

SCALE: 1" = 20'

PLAN VIEW

20' 40'0

NORTH

PLAN

T R

U E N

PROFILE

LEGEND

SLOPE .82%

SLOPE .73%

PROPOSED ROAD AND SHOULDER

EXISTING A-FRAME GATE

PROPERTY BOUNDARY

WORK LIMITS

COURSES.

COMPACT INDOT CA-53 STONE. SEE 32 11 23 AGGREGATE BASE

STRIP TOPSOIL AND EXCAVATE TO DIMENSIONS SHOWN. PLACE AND 5.

WITH SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

RESEED DISTURBED AREAS AFTER CONSTRUCTION IN ACCORDANCE 4.

GATES.

32 31 13 CHAIN LINK FENCES AND SEEDOUBLE 12' A-FRAME GATE.

SINGLE 12' A-FRAME GATE SHALL BE REMOVED AND REPLACED WITH 3.

BE REMOVED PER SPECIFICATION 31 11 00 CLEARING AND GRUBBING.

VEGETATION WITHIN THE FOOTPRINT OF THE ACCESS ROAD SHALL 2.

FOR ALIGNMENT POINTS SEE SHEET G-005.1.

CUT/FILL TOE

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

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000000

A -5

A -6

A -7

A -8

A -9

800 800 800 800 800

805 805 805 805 805 805

805 805 805 805 805 805 805

810810810 810810810810810

810 810 810

P#02 P#04

P#06 P#08

S O

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820820

9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60

20' 40'0

GENERAL NOTES

20' 40'0SCALE: 1" = 20'

SCALE: 1" = 20'

PLAN VIEW

20' 40'0

NORTH

PLAN

T R

U E N

PROFILE

LEGEND

PROPOSED ROAD AND SHOULDER

PROPERTY BOUNDARY

WORK LIMITS

SLOPE 1.49%

COURSES.

COMPACT INDOT CA-53 STONE. SEE 32 11 23 AGGREGATE BASE

STRIP TOPSOIL AND EXCAVATE TO DIMENSIONS SHOWN. PLACE AND 4.

WITH SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

RESEED DISTURBED AREAS AFTER CONSTRUCTION IN ACCORDANCE 3.

BE REMOVED PER SPECIFICATION 31 11 00 CLEARING AND GRUBBING.

VEGETATION WITHIN THE FOOTPRINT OF THE ACCESS ROAD SHALL 2.

FOR ALIGNMENT POINTS SEE SHEET G-005.1.

CUT/FILL TOE

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

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W K

S A

L A

M O

A M R

E T

R E

A T

CERTIFIED FINAL DOCUMENTS - RTA

000000

A -9

A -1

S T

A . A

-1

P C

S T

A . A

-1

P T

A -1

S T

A . A

-1

P C

S T

A . A

-1

78578

795795

800 800

810810

RM2

PZ52

PZ38

P#10 P#12

SEE SHEET C-501 DETAIL A1

TURNOUT/TURNAROUND

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

R -4

820820

13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10 16+20 16+30 16+40 16+50 16+60 16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 17+70 17+80

GENERAL NOTES

20' 40'0SCALE: 1" = 20'

SCALE: 1" = 20'

PLAN VIEW

20' 40'0

NORTH

PLAN

T R

U E N

PROFILE

LEGEND

SLOPE 6%

SLOPE 3.87%

COURSES.

COMPACT INDOT CA-53 STONE. SEE 32 11 23 AGGREGATE BASE

STRIP TOPSOIL AND EXCAVATE TO DIMENSIONS SHOWN. PLACE AND 5.

WITH SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

RESEED DISTURBED AREAS AFTER CONSTRUCTION IN ACCORDANCE 4.

DAMAGE WILL RESULT IN REPLACEMENT.

THE CONTRACTOR IS TO PROTECT EXISTING INSTRUMENTATION. ANY 3.

BE REMOVED PER SPECIFICATION 31 11 00 CLEARING AND GRUBBING.

VEGETATION WITHIN THE FOOTPRINT OF THE ACCESS ROAD SHALL 2.

FOR ALIGNMENT POINTS SEE SHEET G-005.1.

MOVEMENT MONUMENT

PZ IN FOUNDATION SOIL

PROPOSED ROAD AND SHOULDER

PROPERTY BOUNDARY

WORK LIMITS

CUT/FILL TOE

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:00:51 PM 8/6/2020

...\Salamonie Retreat Channel Repairs\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\488332_CS-104.dgn

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

U M

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

C-104

A N

N E

L R

E P

C S -1

.d g n

P L

A N A

N D P

R O

A C

C E

S S R

O A

A R

A N

S I

P L

A N A

N D P

R O

A C

C E

S S R

O A

A R

Y U

K I

G A

A N

A O

S T

O S

T A

W K

A R

Y U

K I

G A

A N

A O

S T

O S

T A

A R

W K

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

CERTIFIED FINAL DOCUMENTS - RTA

000000

A -1

0 A -1

A -1

S T

A . A

-1

P C

S T

A . A

-1

P T

S T

A . A

-1

P C

S T

A . A

-1

785785

790 790 790

P#14 P#16

SEE SHEET C-501 DETAIL A1

TURNOUT/TURNAROUND

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

R -4

R .0

810810

17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10 22+20 22+30 22+40

GENERAL NOTES

20' 40'0SCALE: 1" = 20'

SCALE: 1" = 20'

PLAN VIEW

20' 40'0

NORTH

PLAN

T R

U E N

PROFILE

LEGEND

PROPOSED ROAD AND SHOULDER

PROPERTY BOUNDARY

WORK LIMITS

SLOPE 1.5%

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

WITH SPECIFICATION SECTION 32 92 23 GRASS SEEDING.

RESEED DISTURBED AREAS AFTER CONSTRUCTION IN ACCORDANCE 5.

STOCKPILE TOPSOIL FOR REUSE IN THE LOCATIONS SHOWN.4.

COURSES.

COMPACT INDOT CA-53 STONE. SEE 32 11 23 AGGREGATE BASE

STRIP TOPSOIL AND EXCAVATE TO DIMENSIONS SHOWN. PLACE AND 3.

BE REMOVED PER SPECIFICATION 31 11 00 CLEARING AND GRUBBING.

VEGETATION WITHIN THE FOOTPRINT OF THE ACCESS ROAD SHALL 2.

FOR ALIGNMENT POINTS SEE SHEET G-005.1.

CUT/FILL TOE

EXISTING MINOR CONTOURS

EXISTING MAJOR CONTOURS

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:01:24 PM 8/6/2020

...\Salamonie Retreat Channel Repairs\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\488332_CS-105.dgn

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

C O

N T

R A

C T N

U M

O J E

C T I

E N

A M

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

C-105

A N

N E

L R

E P

C S -1

.d g n

P L

A N A

N D P

R O

A C

C E

S S R

O A

A R

A N

S I

P L

A N A

N D P

R O

A C

C E

S S R

O A

A R

Y U

K I

G A

A N

A O

S T

O S

T A

W K

A R

Y U

K I

G A

A N

A O

S T

O S

T A

A R

W K

S A

L A

M O

A M R

E T

R E

A T

W P -2

-B -0

CERTIFIED FINAL DOCUMENTS - RTA

STOCKPILE AREA

A -1

A -2

S T

A . A

-1

P C

S T

A . A

-1

P T

S T

A . A

-2

P C S T

A . A

-2

780 780 780

785785

785785785

790 790

800 800

805 805

WP21

P#18

P#20

S O

A T

N N

D E

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File details come from the government source that posted it. Updated Aug 7, 2020.