A22 - Drawings Signed 2022-06-24 22B0009.pdf

PDF 5 MB Posted Jul 14, 2022

Attached to: Red Rock Shoreline Erosion (Whitebreast-T'lam Cemetery)
Solicitation number: W912EK22B0009
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package includes drawings and specifications for a shoreline erosion protection project along the Red Rock Reservoir in Marion County, Iowa. The U.S. Army Corps of Engineers seeks to place riprap and shot rock fill along eroded sections of shoreline at Whitebreast Point and T'lam Cemetery to protect approximately 3,500 linear feet. The base bid covers work at T'lam Cemetery from stations 0+00 to 7+00, while Option A addresses Whitebreast Point and Option B extends protection at T'lam Cemetery. The estimated quantity of shot rock for access ramps and removals is 1,100 tons. Interested offerors must submit responses by the issue date of June 24, 2022.

View the file

Other files

File	Type	Posted
B01 - BID SUMMARY SHEET - signed.pdf	PDF	Aug 15, 2022
A22 - W912EK22B0009 AMD 0001.pdf	PDF	Aug 8, 2022
A22 - Specification Final 2022-06-28-22B0009.pdf	PDF	Jul 14, 2022
A22- W912EK-22-B-0009.pdf	PDF	Jul 14, 2022

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SHORELINE PROTECTION - WHITEBREAST AND T'LAM

MARION COUNTY, IA

RED ROCK RESERVOIR

DES MOINES RIVER BASIN

ROCK ISLAND DISTRICT

E K

W912EK22B0009

HORIZONTAL CONTROL TABLESC-601

CROSS SECTIONS T'LAM OPTION BC-304

CROSS SECTIONS WHITEBREAST OPTION AC-303

CROSS SECTIONS T'LAM BASE BIDC-302

TYPICAL SECTIONSC-301

PLAN STAGINGC-104

PLAN WHITEBREAST OPTION AC-103

PLAN T'LAM BASE BID AND OPTION BC-102

LOCATION PLANC-101

CIVIL

PLAN SURVEY CONTROL WHITEBREASTV-102

PLAN SURVEY CONTROL T'LAMV-101

SURVEY

ABBREVIATIONSG-003

LEGEND AND GENERAL NOTESG-002

COVER SHEETG-001

GENERAL

DESCRIPTIONSHEET ID

INDEX

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APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

®of Engineers

US Army Corps

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ISSUE DATE: JUNE 2022

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO:

of Engineers

US Army Corps

LOCATION

PROJECT

VICINITY MAP

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LEGEND

123 STATE HIGHWAY

PLAN RIPRAP

SECTION RIPRAP

SECTION SHOT ROCK

CONTROL POINT

NORTH INDICATOR

BREAKLINE

EDGE OF WATER

FENCE

CONSTRUCTION WORK LIMITS

ACCESS ROUTE

EXISTING GROUND

00 FOR SURVEY REQUIREMENTS.

BE CONDUCTED FOR PARTIAL PAYMENT. SEE SPECIFICATION SECTION 02 21

PRELIMINARY AND FINAL SURVEYS ARE REQUIRED. INTERIM SURVEYS MAY 15.

RIPRAP PLACEMENT.

CLEAR BRUSH AND REMOVE DRIFTWOOD IN AREAS OF SHOT ROCK AND 14.

THE GOVERNMENT.

CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO ADDITIONAL COST TO

PROTECTING THESE IDENTIFIED UTILITIES. IF UTILITIES ARE DAMAGED, THE

AND AT THE STAGING AREA(S) PRIOR TO THE START OF PROJECT WORK AND

THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES ON SITE 13.

SECTION 00 73 05.

CONSTRUCTION CONDITION SURVEYS ARE REQUIRED PER SPECIFICATION

MUCH AS FEASIBLE. PRE-CONSTRUCTION CONDITION SURVEYS AND POST-

MINIMIZE FURTHER DAMAGE TO THE ROADWAYS AND PARKING LOTS AS

AREA ARE CURRENTLY IN POOR CONDITION AND IN NEED OF REPAIR.

EXISTING ROADWAYS AND PARKING LOTS WITHIN THE WHITEBREAST REC 12.

ENVIRONMENTAL REQUIREMENTS.

REFER TO SPECIFICATIONS SECTION 00 73 05 AND 01 57 19 FOR 11.

PERMIT AS INDICATED.

POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE NPDES

THE CONTRACTOR IS TO PREPARE AND SUBMIT A STORM WATER 10.

PERMIT PRIOR TO THE START OF ANY PROJECT WORK.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NPDES STORM WATER 9.

DATA AND GAGE INFORMATION.

SEE SECTION 00 73 05 OF THE PROJECT SPECIFICATIONS FOR HYDRAULICS 8.

OR RIPRAP.

STAGING AREAS INDICATED SHALL NOT BE USED TO STOCKPILE SHOT ROCK 7.

START OF ANY PROJECT WORK.

STAKED BY THE CONTRACTOR AND APPROVED BY THE KO PRIOR TO THE

THE LAYOUT OF THE PROJECT FEATURES AS INDICATED ARE TO BE FIELD 6.

EVENTS AT NO ADDITIONAL COST TO THE GOVERNMENT.

REMOVING ANY STAGED EQUIPMENT OR OTHER ITEMS PRIOR TO FLOOD

LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING OR

MAY BE COORDINATED WITH THE KO WITHIN THE CONSTRUCTION WORK

STAGING AREAS ARE AS INDICATED IN THE PLANS. ADDITIONAL STAGING 5.

MARION COUNTY, IA ENGINEER AND THE KO.

THE CONTRACTOR IS TO COORDINATE ALL ROAD ACCESS WITH THE 4.

BE NECESSARY TO ACCESS THE SHORELINE AND PERFORM THE WORK.

ACCESS IS SHOWN ON SHEET C-101. CONSTRUCTION OF ROCK RAMPS WILL 3.

ROCK RESERVOIR SHORELINE.

THE PROJECT IS LOCATED IN MARION COUNTY, IA ALONG THE LAKE RED 2.

AERIAL IMAGERY USED MAY NOT REPRESENT CURRENT CONDITIONS.1.

GENERAL NOTES

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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

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EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

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ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

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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

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DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

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DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

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CONDENSING UNITCU

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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

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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

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HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

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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

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

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FLOOR PLATEFLR PL

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PERFORATE(D)PERF

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CEMENT PLASTER (PORTLAND)PCP

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PIECEPC

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PARTICLE BOARDPBD

PANIC BARPB

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OPPOSITE HANDOPH

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OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

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OUTSIDE DIAMETEROD

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OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

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NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

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NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

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METAL DIVIDER STRIPMDS

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MACHINE BOLTSMB

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LIGHTPROOF DOORLPD

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LABELLBL

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SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

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STEEL DOOR INSTITUTESDI

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SPLASH BLOCKSB

SUPPLY AIRSA

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RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

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ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

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REVISIONREV

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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

POINT OF INTERSECTIONPOI

POINT OF ENDINGPOE

POINT OF BEGINNINGPOB

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

SOUNDPROOF DOORSPD

SPECIALSPCL

ABBREVIATIONS

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

L O

T 'L

A M

S U

R V

E Y

C O

N T

R O

P L

A N

V-101

B .S

M O

R E

E .S

E L

E D

R C

B .S

M O

E K

SCALE: 1" = 150'-0"

SURVEY CONTROL SHEET - T'LAM

ALUM CAP STAMPED "TLAM 3"791.521782627.36504660.17TLAM3

ALUM CAP STAMPED "TLAM 2"786.631782574.86505255.26TLAM2

ALUM CAP STAMPED "TLAM 1"783.811782568.36505603.74TLAM1

DESCRIPTIONELEVATIONEASTINGNORTHINGPOINT

SURVEY CONTROL

TLAM1

TLAM2

TLAM3

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

0 300'150'

LAKE RED ROCK

HEMPSTEAD DRIVE

GENERAL SURVEY NOTES

VERTICAL DATUM NAVD 88; GEOID 18; UNITS U.S. SURVEY FEET

2. HORIZONTAL DATUM NAD 83 STATE PLANE COORDINATES IOWA SOUTH

FB N-RR-616

1. SURVEY CONTROL FIELD WORK COMPLETED JANUARY 11, 2022.

CEMETERY

T'LAM

TRAIL (NO ACCESS)

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

L O

W H

B R

E A

S T

S U

R V

E Y

C O

N T

R O

P L

A N

V-102

B .S

M O

R E

E .S

E L

E D

R C

B .S

M O

E K

SCALE: 1" = 150'-0"

PLAN - SURVEY CONTROL SHEET - WHITEBREAST

5/8 REBAR ALLUMINUM CAP STAMPED "WB 3"787.451766631.92507834.88WB3

5/8 REBAR ALLUMINUM CAP STAMPED "WB 2"791.451766828.56508011.89WB2

5/8 REBAR ALLUMINUM CAP STAMPED "WB 1"808.801766958.14507694.94WB1

DISCRIPTIONELEVATIONEASTINGNORTHINGPOINT

SURVEY CONTROL

WB3

WB1

WB2

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

0 300'150'

LAKE RED ROCK

WHITEBREAST POINT

GENERAL SURVEY NOTES

VERTICAL DATUM NAVD 88; GEOID 18; U.S. SURVEY FEET

2. PROJECT DATUM : HORIZONTAL NAD 83 (2011) STATE PLANE COORDINATE IOWA SOUTH;

1. FIELD WORK COMPLETED ON JANUARY 11, 2022 FIELDBOOK N-RR-616

S71

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

C A

N P

L A

C-101

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: 1" = 1000'-0"

LOCATION PLAN

SEE SHEET C-103

OPTION A

WHITEBREAST PROJECT LOCATION

SEE SHEET C-102

BASE BID AND OPTION B

T'LAM PROJECT LOCATION

REPAIR AREA

ACCESS ROUTE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

LAKE RED ROCK

R E

D R

O C

K D

A M

0 2000'1000'

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

T E

B A

S E

A N

D O

P T

T 'L

A M

P L

A N

C-102

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: 1" = 60'-0"

PLAN - T'LAM - BASE BID AND OPTION B

ACCESS ROUTE

OPTION B

STA 0+00 TO STA 3+00 AND STA 7+00 TO 10+32

PLACE SHOT ROCK FILL AND RIPRAP BLANKET

PROTECTION WITH 2H:1V SLOPE

TO EXISTING GROUND START OF

SHOT ROCK AND RIPRAP TO TRANSITION

PROTECTION WITH 2H:1V SLOPE

TO EXISTING GROUND END OF

SHOT ROCK AND RIPRAP TO TRANSITION

AND CLEARED VEGETATION

STOCKPILE LOCATION FOR DEBRIS

BASE BID

STA 1+00 AND STA 3+50

ACCESS RAMP BETWEEN

CONSTRUCT SHOT ROCK

1782489.55505916.534

1782489.55505761.663

1782544.96505761.662

1782544.96505916.531

EASTINGNORTHINGPOINT

STOCKPILE COORDINATES

NO CONTRACTOR ACCESS BEYOND THIS POINT

PUBLIC ROAD TURNS PRIVATE

BASE BID

STA 3+00 TO STA 7+00

PLACE SHOT ROCK FILL AND RIPRAP BLANKET

S T

10+00

1,782,641.06 E

504,611.18 N

10+32.47

STA

POE

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

0 120'60'

LAKE RED ROCK

H E

M P

S T

E A

D D

(NO ACCESS)

CEMETERY

T'LAM

V O

L K S

W E

G T

R A

N O A

C C

E S S

C-301

STATION 3+00 AND STATION 7+00.

IF OPTION B IS AWARDED, SMOOTHLY TIE IN TO ROCK PLACEMENT AT 6.

REPAIR WILL BE UNDER OPTION B.

REMOVAL OF TEMPORARY ACCESS AND USE OF MATERIAL FOR SHORELINE

TEMPORARY ACCESS AT T'LAM WILL BE CONSTRUCTED UNDER THE BASE BID. 5.

SHORELINE REPAIRS AND SHAPED TO DESIGN GRADES.

SPECIFICATION 35 31 19 REQUIREMENTS, CAN BE REUSED FOR THE

TEMPORARY ACCESS ROAD OR RAMP MATERIALS AT T'LAM, THAT MEET 4.

ACCESS THE SHORELINE AND PERFORM THE WORK.

CONSTRUCTION OF ROCK RAMPS OR ROADS WILL BE NECESSARY TO 3.

FROM HEMPSTEAD DRIVE.

ACCESS TO THE T'LAM PROJECT WORK AREA IS AS INDICATED 2.

CONTRACTOR'S REQUEST.

ELECTRONICALLY VIA CAD FILE UPON AWARD OF CONTRACT AT

CONSTRUCTION WORK LIMITS AND ALIGNMENT WILL BE PROVIDED 1.

GENERAL SHEET NOTES

STAGING AREA

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

T E

O P

N A

W H

B R

E A

S T

P L

A N

C-103

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: 1" = 50'-0"

PLAN - WHITEBREAST - OPTION A

CONSTRUCTION WORK LIMITS

ACCESS ROUTE

CONSTRUCTION WORK LIMITS

REPAIR AREA

PROTECTION WITH 2H:1V SLOPE

TO EXISTING GROUND START OF THE

SHOT ROCK AND RIPRAP TO TRANSITION

SEE NOTE 5

EXISTING WATER PIPE

CUT OFF AND CAP

AND CLEARED VEGETATION

STOCKPILE LOCATION FOR DEBRIS

CONTRACTOR SHORELINE ACCESS

PROTECTION WITH 2H:1V SLOPE

TO EXISTING GROUND END OF THE

SHOT ROCK AND RIPRAP TO TRANSITION

1766593.75507654.134

1766656.79507543.893

1766690.69507562.112

1766627.64507672.351

EASTINGNORTHINGPOINT

STOCKPILE COORDINATES

1,766,507.21

507,881.17 N

3+50.00

STA

POE

E ,1 .5

0 100'50'

LAKE RED ROCK

AREA

STAGING

WHITEBREAST POINT

C-301

SHOULD BE FIELD VERIFIED BY THE CONTRACTOR.

APPROXIMATE LOCATION FOR EXISTING WATER PIPE IS SHOWN. LOCATION 6.

KO.

CAMPGROUND MAY BE REQUIRED. COORDINATE ANY CLOSURES WITH THE

TEMPORARY TRAFFIC CONTROL TO CLOSE THE ROAD AFTER THE 5.

ACCESS ROAD GRADED AND SMOOTH.

AREA WILL BE LEFT IN PLACE UPON COMPLETION OF THE WORK. LEAVE THE

THE NEW ACCESS ROAD TO THE SHORELINE AT THE WHITEBREAST REPAIR 4.

ACCESS THE SHORELINE AND PERFORM THE WORK.

CONSTRUCTION OF ROCK RAMPS OR ROADS WILL BE NECESSARY TO 3.

HIGHWAY S71 TO WHITEBREAST PARK ROADWAYS.

ACCESS TO THE WHITEBREAST PROJECT WORK AREA IS FROM COUNTY 2.

FILE UPON AWARD OF CONTRACT AT CONTRACTOR'S REQUEST.

CONSTRUCTION WORK LIMITS WILL BE PROVIDED ELECTRONICALLY VIA CAD 1.

GENERAL SHEET NOTES

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

A G

P L

A N

C-104

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: 1" = 20'-0"

PLAN - T'LAM STAGING - BASE BID AND OPTION B

CONSTRUCTION WORK LIMITS

0 40'20' A11

SCALE: 1" = 20'-0"

PLAN - WHITEBREAST STAGING - OPTION A

T'LAM STAGING AREA

TL1 TL2

1782524.45505286.00TL4

1782545.66505286.49TL3

1782543.27505389.89TL2

1782522.07505389.40TL1

EASTINGNORTHING POINT

COORDINATES

T'LAM STAGING AREA

1766715.30507964.10WB4

1766827.18507983.60WB3

1766815.03508047.75WB2

176699.75508025.92WB1

EASTINGNORTHING POINT

AREA COORDINATES

WHITEBREAST STAGING

WB1

WB2

WB3

WB4

WHITEBREAST POINT

ACCESS ROUTE

IMPACTED.

PRIVATE RESIDENCES PAST THE PROJECT AREA AT T'LAM SHOULD NOT BE

STAGING AREA IS ALONG THE EXISTING ROADWAY SHOULDER. TRAFFIC TO

WHITEBREAST STAGING AREA IS ON AN EXISTING PARKING LOT. T'LAM 4.

ACCESS THE SHORELINE AND PERFORM THE WORK AT BOTH SITES.

CONSTRUCTION OF ROCK RAMPS OR ROADS WILL BE NECESSARY TO3.

HIGHWAY S71 TO WHITEBREAST PARK ROADWAYS.

ACCESS TO THE WHITEBREAST PROJECT WORK AREA IS FROM COUNTY2.

HEMPSTEAD DRIVE.

ACCESS TO THE T'LAM PROJECT WORK AREA IS AS INDICATED FROM 1.

GENERAL SHEET NOTES

WHITEBREAST STAGING AREA

CONSTRUCTION WORK LIMITS

117'

21'

CONSTRUCTION WORK LIMITS

TL4 TL3

20' 40'0

REPAIR AREA

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

A L

S E

C T

C-301

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: 1" = 5'-0"

TYPICAL SECTION - WHITEBREAST - OPTION A

TYPICAL SECTION - T'LAM - BASE BID AND OPTION B

SCALE: 1" = 5'-0"

EL VARIES

EXISTING GROUND

EL VARIES

EXISTING GROUND

GROUND IS STEEPER THAN 2H:1V

SLOPE WHERE THE EXISTING

PLACE MIN 32" RIPRAP TO 2H:1V

IS MORE GRADUAL THAN 2H:1V

EXISTING GROUND WHERE SLOPE

PLACE MIN 32" RIPRAP ON

32"

CLEAR DIFTWOOD, DOWNED TREES AND BRUSH WHERE PLACEMENT WILL OCCUR

32"

PLACE SHOT ROCK FILL

IS MORE GRADUAL THAN 2H:1V

EXISTING GROUND WHERE SLOPE

PLACE MIN 32" RIPRAP ON

GROUND IS STEEPER THAN 2H:1V

SLOPE WHERE THE EXISTING

PLACE MIN 32" RIPRAP TO 2H:1V

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

0 5' 10'

VARIES

2 (MAX)

OF SHOT ROCK MUST NOT CREATE A SLOPE STEEPER THAN 2H:1V.

EXCLUDING THE PERMANENT SHOT ROCK PLACEMENT IS 1100 TONS. REMOVAL

6. ESTIMATED QUANTITY FOR ACCESS RAMP PLACEMENT AND REMOVAL,

SMOOTHLY BETWEEN STATIONS TO THE ELEVATIONS INDICATED.

EXISTING GROUND AT THE EDGE OF THE UPPER BANK VARYING. TRANSITION

5. ELEVATIONS FOR THE TOP OF THE REPAIRS AT WHITEBREAST VARY DUE TO

IN THE TYPICAL SECTIONS BECAUSE IT IS OUTSIDE THE VIEW.

4. THE CONSERVATION POOL ELEVATION IS 742.0 NAVD88. THIS IS NOT DEPICTED

31 11 01.

DRIFTWOOD IS TO OCCUR IN ACCORDANCE WITH SPECIFICATION SECTION

3. STANDING TREES ARE NOT TO BE IMPACTED. CLEARING BRUSH AND

G. CONDUCT FINAL SURVEY

F. PLACE RIPRAP

E. CONDUCT INTERMEDIATE SURVEY

D. PLACE SHOT ROCK

C. CONDUCT PRELIMINARY SURVEY

B. CONSTRUCT ACCESS RAMP/ROAD

GROUND

A. CLEAR DRIFTWOOD, DOWNED TREES, AND BRUSH FLUSH WITH EXISTING

2. PROJECT REPAIRS TO OCCUR IN THE FOLLOWING ORDER:

1. REFER TO SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

GENERAL SHEET NOTES

EL 782.0

EL 774.0 FOR STA 2+75 TO STA 3+50

EL 779.0 FOR STA 2+25 TO STA 2+75

EL 782.0 FOR STA 0+25 TO STA 2+25

EL 775.0 FOR STA 0+00 TO STA 0+25

EL 757.0

VARIES

2 (MAX)

EL 757.0

BASE BID - STA 3+00 TO STA 7+00

OPTION B - STA 0+00 TO STA 3+00 AND 7+00 TO STA 10+32

3+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

4+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

-3 .0

-0 .3

5+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

800 800

6+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

800 800

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

7+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

800 800

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

T E

B A

S E

T 'L

A M

C R

O S

S S

E C

N S

C-302

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

CROSS SECTIONS - T'LAM - BASE BID

0 40'20'

0+00

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780-0 .8

0+50

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

-1 .0

1+00

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

1+50

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

-1 .1

2+00

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

-0 .5

2+50

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

-2 .1

3+00

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

3+50

-40 -20 0 20 40 60 80 100 120

740 740

760 760

780 780

-2 .2

-0 .0

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

T E

O P

N A

W H

B R

E A

S T

C R

O S

S S

E C

N S

C-303

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

CROSS SECTIONS - WHITEBREAST - OPTION A

0 40'20'

8+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

-2 .9

-0 .3

9+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

-1 .0

10+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

800 800

-5 .8

-3 .1

10+32

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

800 800

0+00

-40 -20 0 20 40 60 80 100 120 140

760 760

780 780

1+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

2+00

-40 -20 0 20 40 60 80 100 120 140

740 740

760 760

780 780

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

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

T E

O P

N B

T 'L

A M

C R

O S

S S

E C

N S

C-304

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

CROSS SECTIONS - T'LAM - OPTION B

0 40'20'

AT STATION 3+00 AND STATION 7+00.

STATION 3+00 AND STATION 7+00. SEE SHEET C-302 FOR CROSS SECTIONS

IF OPTION B IS AWARDED, SMOOTHLY TIE IN TO ROCK PLACEMENT AT 1.

GENERAL SHEET NOTES

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

/T .O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

R O

C K

I S

L A

N D

T R

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

A N

S I

S O

S H

O R

E L

P R

O T

E C

W H

B R

E A

S T

A N

D T

'L A

M A

N C

O U

N T

R E

D R

O C

K R

E S

E R

V O

D E

S M

E S

E R

B A

E D

D L

E S

O N

T A

L C

O N

T R

O L

T A

B L

E S

C-601

E J O

H N

S O

A M

C C

L A

N A

E D

R C

G A

M B

E K

SCALE: NTS

HORIZONTAL CONTROL TABLES

1782641.056504611.17610+32.468POE

1782627.662504613.24510+18.915PI

1782579.680504628.9699+68.422PI

1782550.763504672.3509+16.287PI

1782540.539504731.9328+55.834PI

1782520.461504783.9448+00.081PI

OPTION B

1782516.595504887.6206+96.333PI

1782511.384504922.9626+60.609PI

1782511.066504983.8825+99.688PI

1782515.389505038.6855+44.715PI

1782510.751505130.3744+52.909PI

1782520.821505187.5103+94.892PI

1782514.663505234.2843+47.715PI

BASE BID

1782514.299505381.8762+00.122PI

1782533.820505498.5280+81.849PI

1782554.698505577.6690+00.000POB

OPTION B

EASTINGNORTHINGSTATIONPOINT TYPE

T'LAM

1766507.210507881.1683+49.998POE

1766505.816507889.0183+42.026PI

1766495.394507918.1503+11.086PI

1766515.071507936.6222+84.097PI

1766517.006507947.4582+73.089PI

1766516.795507986.1272+34.420PI

1766534.133508002.7072+10.430PI

1766568.980508054.1921+48.261PI

1766602.907508078.1981+06.700PI

1766701.263508119.5620+00.000POB

EASTINGNORTHINGSTATIONPOINT TYPE

WHITEBREAST - OPTION A

	2022-06-24T09:00:47-0500
MACK.THOMAS.E.1230411235

	2022-06-24T10:01:03-0500
LANDWEHR.KEVIN.J.1230550367

	2022-06-26T09:06:00-0500
STEWART.MATTHEW.E.1231228442

	2022-06-27T08:54:34-0500
MOTT.RONALD.L.1231238138

	2022-06-27T09:10:42-0500
ANDERSON.HEATHER.L.1231214808

File details come from the government source that posted it. Updated Jul 14, 2022.