W912EK23B001 Drawings - VOL 107_MCLD_MDL_FLOODWALL.pdf

PDF 34 MB Posted Aug 8, 2023

Attached to: SOLICITATION: IOWA RIVER BASIN, CEDAR RIVER, CEDAR RAPIDS, IA, CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT, REACH 1 MCLOUD RUN MIDDLE REACH CHANNEL, TRAIL BRIDGE, FLOODWALL, AND 10TH ST NE ROAD RAISE
Solicitation number: W912EK23B0001
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal solicitation for construction services. The U.S. Army Corps of Engineers Engineering District Rock Island is seeking proposals for work on the Cedar Rapids Flood Risk Management Project Reach 1 McLoud Run Middle Reach Channel, Trail Bridge, Floodwall, and 10th St NE Road Raise in Cedar Rapids, Iowa. The solicitation number is W912EK23B0001. Interested offerors should review the provided 34MB file of drawings for project specifications and plans as they prepare their responses for this opportunity. The award date was not specified.

View the file

Other files

File	Type	Posted
BID SUMMARY SHEET - W912EK23B0001.pdf	PDF	Sep 7, 2023
W912EK23B0001 Amendment 0003.pdf	PDF	Aug 24, 2023
W912EK23B0001 Site Visit Attendees List.pdf	PDF	Aug 21, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL102_MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0002.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL104_MCLD_MDL_CHANNEL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL107_MCLD_MDL_FLOODWALL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL101_MCLD_MDL_ROAD_RAISE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL105E_MCLD_MDL_TRAIL_BRIDGE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0001.pdf	PDF	Aug 14, 2023
W912EK23B0001 Drawings - VOL 105E - MCLD_MDL_TRAIL_BRIDGE.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 102 - MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 104 - MCLD_MDL_CHANNEL.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 101 - MCLD_MDL_ROAD_RAISE.pdf	PDF	Aug 8, 2023
W912EK23B0001.pdf	PDF	Aug 8, 2023

Show all 15

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

R O

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

VOL107

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg11:12:59 AM 6/28/2023

GI001

E N

D R

E N

ROCK ISLAND DISTRICT

...\...\10306440\...\B5CEDRPD1811_VOL107_GI001.dgn

C O

V E

R S

H E

E T

IOWA RIVER BASIN

CEDAR RIVER

CEDAR RAPIDS, IOWA

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

W912EK23B0001

WXXXXX-XX-X-XXX

JULY 2023

A J U

D D

D R

C E

D R

P D

O L

G I0

.D G

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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.

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR

THE ROCK ISLAND DISTRICT APPEAR ON THESE

REGISTRATION DESIGNATIONS OF INDIVIDUALS WITHIN

OF ENGINEERS. THE INITIALS OR SIGNATURES AND

BERGMANN FOR THE ROCK ISLAND DISTRICT CORPS

THIS PROJECT WAS DESIGNED BY CDG, HDR AND

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024

ANDREW F. JUDD

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

P21590

JUDD

ANDREW F.

R E

G N

ANOISSEFO

P D

E S

N E

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

13863

BRIAN T.

R E

G N

E L

ANOISSEFO

P D

E S

N E

HAVENS

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2023

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

MATTHEW K. REDINGTON

AWOI

P17903

MATTHEW K.

R E

G N

ANOISSEFO

P D

E S

N E

REDINGTON

BRIAN T. HAVENS

SIGNATURE DATE

PRINTED OR TYPED NAME

MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024

ENGINEER UNDER THE LAWS OF THE STATE OF IOWA.

SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL

PREPARED BY ME OR UNDER MY DIRECT PERSONAL

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

AWOI

P25218 R E

G N

ANOISSEFO

P D

E S

N E

CARDWELL

PAUL F.

PAUL FORREST CARDWELL

06/28/2023

06/28/202306/28/2023

06/28/2023

CF100 THRU CF103, CF300 THRU CF303 (CIVIL), CF501, CF502 AND CF505

PAGES OR SHEETS COVERED BY THIS SEAL:

BB101 THRU BB102, BB603 THRU BB604, BB609 AND BB611

PAGES OR SHEETS COVERED BY THIS SEAL:

SS401 THRU SS404

CF300 THRU CF303 (STRUCTURAL), CF503, CF504, SS101 THRU SS110, S-001, SS301 THRU SS308, PAGES OR SHEETS COVERED BY THIS SEAL:

GI001 THRU GI007, GC100 THRU GC106, CD100 THRU CD102, CS601 AND CS602

PAGES OR SHEETS COVERED BY THIS SEAL:

MCLOUD RUN MIDDLE REACH FLOODWALL

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg4:49:21 PM 7/25/2023

E N

D R

E N

ROCK ISLAND DISTRICT

...\...\10306440\...\B5CEDRPD1811_VOL107_GI002.dgn

Y C

O V

E R

S H

IOWA RIVER BASIN

CEDAR RIVER

CEDAR RAPIDS, IOWA

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

W912EK23B0001

WXXXXX-XX-X-XXX

JULY 2023

A J U

D D

GI002

C E

D R

P D

O L

G I0

.D G

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

CITY ENGINEER DATE

CITY OF CEDAR RAPIDS

FOR USACE SOLICITATION.

THIS ENGINEERING DOCUMENT IS RECOMMENDED

DATE

UTILITIES DEPARTMENT

TRAFFIC ENGINEER FLOOD CONTROL PROGRAM MANAGER

VOLUME 107 - MCLOUD RUN MIDDLE REACH FLOODWALL

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg4:51:41 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GI003.dgn

GI003

E N

D R

E N

A T

A N

D V

M A

P S

VICINITY MAP

SCALE: 1" = 500'

LOCATION MAP

SCALE: 1" = 50 MILES

J U

D D

D R

VOLUME 107

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

T N

N E

AVE NE

S T

T H

S E

S T

S T N

C A

V E N

E N

N E

S T N

E T H

S T N

T H

S T N

E R

S T N

S E

T H

S E

T H

AVE NE

E N

S T N

G AVE NE

R N

AVE NE

N E

S T

N E

T H

S T N

T H

S T N

T H

S T N

T H

S T N

T H

S T S

S T N

N E

F A

V E

C O

L L E

G E D

R N

R R

C T N

C A

R D

A L

D A

V E N

N E

AVE NE

D R

C M

O L

R R

K AVE NW

H S

AVE

E L L

AVE

PENN

B L V

J AVE

4T H

S T

T H

S T

M C

L E

1S T

S T

T H

C T

C O

B B

A N

T H

S T

AVE

AVEG

4T H 3R

(P R

N E

R D N

J AVE NE

N W

D S

T N

N W

D S

T N

R D S

T N

N W

N W N

N W

ELL

H S

T N

3R D

2N D

S E

T H

S E

T H

S T S

N W

C T

S H

A V E R

AVEM

AVE

A H

AVEL

O A

K L

A N

L E

H M

E Z

D L

R U

T S

T H

C E

N T

E R

S T

P O

T R

D A

L S

BROWN

GREENE

S T

D R

LINCOLN

WEARE

K E

HUBBARD

AVE

M A

P L E

W O

O D

H A

AVE

R D

O A

K L

A N

D R

R R

E N

C E D

A R R

E R

CEDAR LAKE

CEDAR

LAKE

C E

D R

P D

O L

G I0

.D G

NORTH

PLAN

0 500' 1000'

LOCATION

REACH 1

IOWA STATE MAP

NORTH

PLAN

LINN COUNTY

PROJECT LOCATION

50 1000

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg5:57:21 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GI004.dgn

GI004

E N

D R

E N

S H

E E

T I

N D

J U

D D

D R

C E

D R

P D

O L

G I0

.D G

THOSE SHEETS WITH NAMES SHOWN ARE INCLUDED IN THIS VOLUME.

OVERALL SHEET LIST IS FROM ORIGINAL REACH 1 PLAN SET. ONLY

ADDITIONAL SHEETS ARE LISTED WHICH ARE NOT IN THIS VOLUME.

NOTE:

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg6:24:34 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GI006.dgn

GI006

E N

D R

E N

N E

R A

L A

B B

R E

J U

D D

D R

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

C E

D R

P D

O L

G I0

.D G

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

CONTRACTING OFFICERCO

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

BACK FACEBF

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 FINISH OR FRONT FACEFF

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

ELEVATIONELEV

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

DISTANCEDIST

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

LONG LEG VERTICALLLV

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

FLOODWALLFW

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

POINT OF ENDPOE

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

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

NORTH BOUND/SOUTH BOUNDNB/SB

NORTHN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD

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

SMOOTH STEEL PIPESSP

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

UNLESS NOTED OTHERWISEUNO

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 OF CONCRETETOC

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

(CCBSS, 90^)

CONCRETE

ROLLER COMPACTED

(ANSI32)

STEEL / ALLOYS

SAND

GRAVEL

SAND AND CLAY

POROUS FILL

EARTHWORK-GRAVEL

CHECKER PLATE

GRATING

ASPHALT SECTION

COBBLES

ALUMINUM

BRASS

FILTER SAND

ROCK

CONCRETE MAT

DRAINAGE BLANKET/FDM

GLASS (ELEVATION)

EXISITNG SOIL

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg6:24:48 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GI007.dgn

GI007

E N

D R

E N

E D

T O

N H

D R

G E

N E

R A

L L

E G

E N

WALL SECTION

SCALE: 1/4"=1'-0"

DIKE CROSS SECTION STA 2+30 TO STA 5+43

SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'

PERTAIN TO THIS CONTRACT

THEREFORE DOES NOT

THIS NOTE IS SHADED AND

TO THIS CONTRACT

AND THEREFORE PERTAINS

THIS NOTE IS NOT SHADED

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

C E

D R

P D

O L

G I0

.D G

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

SCALE REFERENCE

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

DRAWING WHERE SHOWN

S-706

OBJECT REFERENCED

S-506

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

A-201 A-201 A-202 A-202

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

DRAWING SET TABLE OF CONTENTS

LINE SYMBOL KEY

WASTE LINE, SANITARY

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

DRAWING AREA TITLE

30' 60'00 10' 20'

IDENTIFICATION

SCALE REFERENCE

GRAPHIC SCALES

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

SURVEY LEGEND

BUSH

CONIFEROUS TREE

SIGN

DECIDUOUS TREE

LIGHT POLE W/ MAST

WATER BLOWOFF

CLEANOUT, STORM OR SANITARY

VALVE, WATER OR GAS

GRATE INTAKE

DRAINAGE/SANITARY/UTILITY MANHOLE

UTILITY POLE

FIRE HYDRANT

LIGHT POLE W/O MAST

ACC / PCC / CURB

GAS*

EXISTING

FIBER OPTIC CABLE*

ELECTRIC (OVERHEAD)*

CENTERLINE

BUILDING

WALL

FENCE

TELEPHONE*

STORM SEWER

SANITARY SEWER

WATER

RAILROAD TRACK

ROAD EDGE

EXISTING SITE FEATURES

SIDEWALK/TRAILS

CHANNEL

PAVEMENT MARKINGS

EXTERIOR LIGHTS

IDENTITY SYMBOL KEY

GENERAL LEGEND

WATER MAIN

DEMOLITION/REMOVAL

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

OBJECT CENTERLINE

GUARDRAIL

RIGHT-OF-WAY

PROPERTY LINE

COMMUNICATION, OVERHEAD

FIBER OPTIC, UNDERGROUND

FENCE, SECURITY

FENCE, ORNAMENTAL

ELECTRICAL SECONDARY, UNDERGROUND

WORK LIMITS

SEE EXAMPLE BELOW

THIS CONSTRUCTION CONTRACT,

ITEM NOT INCLUDED IN

PIEZOMETER

ITEM TO BE REMOVED

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

WORK LIMIT INDICATOR

LOCATION OF TOE DRAIN ALIGNMENT IS APPROXIMATE.5.

FOR FLOODWALL/EMBANKMENT TRANSITION DETAIL, SEE SHEET CF502.4.

SEE STRUCTURAL SHEETS FOR FLOODWALL DIMENSIONS AND DETAILS.3.

FLOODWALL MONOLITHS ARE LABELED M1001 TO M1017.2.

SEE SHEET CS602 FOR SHEET PILE CUTOFF ELEVATION CONTROL TABLE.1.

GENERAL SHEET NOTES

DESIGN AND NOT ALL OF THE ORIGINAL NOTES APPLY.

THIS CONTRACT WAS SPLIT FROM THE ORIGINAL COMPREHENSIVE REACH 1

NOTE:

(GRAVEL)

GRAVEL

RIPRAP

BEDDING MATERIAL

COMPACTED FILL

CONCRETE

PAVED SURFACE

PROTECT VEGETATION

SOILS

UNSATISFACTORY

REMOVE

H H

H Y

E E

S E

S S

A B

A N

D O

N E

A B

A N

D O

N E

36"

CL 2

CLDIP

W A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

DS: PD: AEC_pdf.pltcfg6:04:17 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GC100.dgn

GC100

E N

D R

A J

U D

D H

PROJECT VOLUME LOCATION MAP

SCALE: 1" = 300'

M K

U R

E K

D R

P R

C T

V O

L U

M E

L O

C A

N M

A P

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

V115A

V117

V113

V112

V109

V111

V103

V108

V105

V104

V107

V101

V120

B C

E D

R P

D V

O L

C .D

G N

GENERAL NOTES

300' 600'0

NORTH

PLAN

TRUE N

EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

SHOWN WITHIN THIS PLAN SET AND AERIAL PHOTO MAY BE OUT OF DATE. VERIFY

SHAVER ROAD IMPROVEMENTS HAVE BEEN COMPLETED. SOME EXISTING MAPPING 7.

6. SEE SHEET GC101 FOR WORK LIMITS, SITE ACCESS AND STAGING PLAN.

SCHEDULE DEVELOPMENT.

PROJECT STATUS UPDATE FROM THE CONTRACTING OFFICER DURING CONSTRUCTION

5. STATUS OF ADJACENT VOLUME PROJECTS IS SUBJECT TO CHANGE. OBTAIN ADJACENT

TO USE AS A REFERENCE DURING CONSTRUCTION.

4. OBTAIN DRAWINGS FOR CONSTRUCTED ADJACENT PROJECTS FROM CONTRACTING OFFICER

REMOVALS AND IMPROVEMENTS WITH CONTRACTING OFFICER.

3. COORDINATE CONNECTION TO ADJACENT FLOOD PROTECTION FEATURES, PROJECT

OFFICER FOR REVIEW PRIOR TO STARTING CONSTRUCTION.

2. DEVELOP AND SUBMIT A CONSTRUCTION SCHEDULE AND PHASING PLAN TO CONTRACTING

CONSTRUCTION.

POTENTIAL CONFLICTS WITH THE CONTRACTING OFFICER PRIOR TO STARTING

DURING CONSTRUCTION OF THIS PROJECT. COORDINATE THE SCHEDULE AND ANY

1. PORTIONS OF NEARBY CEDAR RAPIDS REACH 1 PROJECTS MAY BE UNDER CONSTRUCTION

SHEET KEYNOTES

INCLUDED IN THIS CONSTRUCTION CONTRACT

VOL120 - QUAKER OATS UPRR FLOOD GATEV120.

VOL119 - QUAKER OATS FLOOD CONTROL SYSTEMV119.

VOL118B - LOWER MCLOUD FISHING TRAILV118B.

VOL118A - REACH 1 - PAVINGV118A.

VOL117 - SOUTH RAILYARD FLOODWALLV117.

VOL115B - UPRR TRACK RAISEV115B.

VOL115A- REACH 1 - RAILROAD ROLLER GATESV115A.

VOL114 - UPRR SANITARY SEWER RELOCATIONV114.

VOL113 - NORTH RAILYARD LEVEEV113.

VOL112 - CEAR LAKE LEVEEV112.

VOL111B - CEDAR LAKE PUMP STATION - CEDAR LAKE CHANNELV111B.

VOL111A - CEDAR LAKE PUMP STATIONV111A.

VOL110 - MOHAWK ACCESSV110.

VOL109 - MCLOUD RUN LOWER REACH CULVERTSV109.

VOL108 - MCLOUD RUN LOWER REACH LEVEEV108.

VOL107 - MCLOUD RUN MIDDLE REACH FLOODWALLV107.

VOL106 - NOT USEDV106.

VOL105E - SHAVER ROAD PEDESTRIAN BRIDGE, TRAIL AND FLOODWALLV105E.

VOL105D - SHAVER ROAD WEST FLOODWALLV105D.

VOL105C - SHAVER ROAD PEDESTRIAN BRIDGE, TRAIL AND FLOODWALLV105C.

VOL105B - SHAVER ROAD NE BRIDGE AND FLOODWALLV105B.

VOL105A - SHAVER ROAD NE BRIDGE DEMOLITIONV105A.

VOL104 - MCLOUD RUN MIDDLE REACH CHANNELV104.

VOL103 - MCLOUD RUN LOWER REACH CHANNELV103.

VOL102 - MCLOUD RUN MIDDLE REACH UTILITY RELOCATIONSV102.

VOL101 - MCLOUD RUN MIDDLE REACH ROAD RAISEV101.

CEDAR RAPIDS REACH 1 PROJECT VOLUMES

I-380

J A

V E

S H

E R R

O A D

CEDAR RIVER

UPRR R

AIL

YARD

C A

V E N

ALLIANT

PROPERTY

GC1

R S

CEDAR LAKE

10TH ST

H H

H Y

F P

A N

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

242'R

208'R

78.98' R

DS: PD: AEC_pdf.pltcfg7:59:14 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GC101.dgn

GC101

E N

D R

A J U

D D

SITE ACCESS AND STAGING PLAN

SCALE: 1" = 100'

M .K

U R

E K

D R

W O

R K

A C

C E

S S

A N

D S

T A

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

95+

96+

97+

98+

99+

101+00

102+00

103+00

104+

+00

107+

108+00

109+00

110+00

111+00

112+00

113+00

INTERNATIONAL

PAPER

SCHIMBERG

COMPANY

(NOT IN THIS CONTRACT)

SHAVER ROAD RECONSTRUCTION

VOL105

PROTECTION ALIGNMENT

REACH 1 FLOOD

WORK LIMITS

H A

V E

N U

E N

SHAVER R

OAD

SIE

RRA D

RIV

E N

CEDAR LAKE

10TH STREET ACCESS2

ALLIANT

ENERGY

INTERNATIONAL

PAPER

STAGING

AREA

B C

E D

R P

D V

O L

C .D

G N

100' 200'0

NORTH

PLAN

TRUE N

SHEET KEYNOTES

OF PROTECTION AT OR ABOVE ELEVATION 738.

WITH CONTRACTING OFFICER PRIOR TO ANY RELOCATIONS. MAINTAIN A LINE

BEING RELOCATED. REVIEW ANY TEMPORARY FLOOD BARRIER REVISIONS

TEMPORARY FLOOD BARRIER TO THE SAME ELEVATION OF THAT SECTION

TEMPORARY FLOOD BARRIER SECTION IS REQUIRED, PROVIDE A RE-ALIGNED

UNTIL PERMANENT FLOODWALL IS IN PLACE. IF RELOCATION OF A

MAINTAIN TEMPORARY FLOOD BARRIER THROUGHOUT CONSTRUCTION 4.

PERSONNEL AT ALL TIMES DURING CONTRUCTION.

WAYS AND LOADING DOCKS FOR INTERNATIONAL PAPER VEHICLES AND

MAINTAIN CONTINUOUS ACCESS TO PARKING AREAS, ENTRANCES, ACCESS 3.

COMPLETION OF WORK.

REQUIRED DURING CONSTRUCTION, AND REMOVE ACCESS UPON

OTHERS PRIOR TO THE START OF THIS PROJECT. MAINTAIN ACCESS AS

DURING CONSTRUCTION. 10TH STREET ACCESS WILL BE CONSTRUCTED BY

ALTERNATE ACCESS FOR INTERNATIONAL PAPER VEHICLES IF REQUIRED

ACCESS FOR 10TH STREET AND REACH 1 FLOODWALL WORK ONLY. 2.

CONSTRUCT REACH 1 IMPROVEMENTS FROM SOUTH SIDE OF CHANNEL.1.

WHICH INCLUDES VOLUME 107.

WORK LIMITS SHOWN ARE FOR ENTIRE MIDDLE MCLOUD CONTRACT PACKAGE, 7.

REMOVED, PROVIDE EQUIVALENT TEMPORARY FENCING ALONG WORK LIMITS.

MAINTAIN FENCING ALONG PRIVATE PROPERTY BOUNDARIES. IF FENCING IS 6.

ROUTES.

RESTORE PAVEMENT AND VEGETATION TO PRE-PROJECT CONDITION ALONG ACCESS 5.

METHODS, AND SUBCONTRACTOR COMMUNICATION PLAN.

TYPE, SPEED, AND CLEARANCE RESTRICTIONS, UTILITY POLE PROTECTION

OFFICER AND UTILITY OWNER'S REPRESENTATIVE; PLAN WILL INCLUDE VEHICLE

OVERHEAD UTILITY LINE PROTECTION PLAN FOR APPROVAL BY THE CONTRACTING

FOR ACCESS ROUTES WITHIN 40 FEET OF OVERHEAD UTILITY LINES SUBMIT AN 4.

CONTROL REQUIREMENTS.

SEE OVERALL DETOUR AND TRAFFIC CONTROL PLAN (GC106) FOR TRAFFIC 3.

AREAS.

NO PARKING OF VEHICLES ALONG PUBLIC ROADWAYS OR WITHIN PUBLIC PARKING 2.

LIMITS AND HAUL ROUTES.

CONSTRUCTION VEHICLES AND PERSONNEL SHALL STAY WITHIN DESIGNATED WORK 1.

GENERAL SHEET NOTES

C O

S I

E K

J U

L Y

W X

X X

-X X

-X -X

C K

I S

L A

N D

T R

R O

C K

I S

L A

N D

D R

R O

C K

I S

L A

N D

E N

A M

P R

O J E

C T

C O

D E

C E

D A

R R

A P

F L

O O

D R

M A

N A

G E

M E

N T

P R

O J E

C T

C E

D A

R R

C E

D A

R R

A P

C E

D R

P D

A R

R B

A S

SOLICITATION

R K

C E

D R

P D

GC106

K L

DS: PD: AEC_pdf.pltcfg6:25:03 PM 7/25/2023

...\...\10306440\...\B5CEDRPD1811_VOL107_GC106.dgn

M K

U R

E K

D R

K L

D R

SCALE: 1" = 300'

OVERALL DETOUR AND TRAFFIC CONTROL PLAN

O V

E R

A L

L D

E T

O U

R A

N D

T R

A F

C O

N T

R O

L P

DETOUR BY OTHERS

CEDAR LAKE TRAIL

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

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

M C

L O

U D

R U

N M

L E

R E

A C

H F

L O

O D

W A

L L

C T N

H S

AVE

PENN

AVE

N AVE

WEARE

LINCOLN

BROWN

AVE

K E

HUBBARD

H S

C E

N T

E R

A N

L S

R D

P O

S H

A V E R

D R N

E S

R R

R D

O A

K L

A N

R D N

ELL

D S

T N

N W

H S

T N

N W

AVE NE

N E

G AVE NE

AVE NE

S T

N E

AVE NE

N E

E N

CEDAR LAKE

C E D

A R R

E R

CEDAR LAKE

AVE NE

H S

T R

E E

T N

M C

L O

U D R

U N

J AVENUE NE

H S

T R

E E

T N

I AVENUE NE

E R

S T

A T

S H

A V E R R

O A

TRAIL DETOUR

BEGIN CEDAR RIVER

H AVENUE NE

SB DETOUR

NB DETOUR AND

SB DETOUR

NB DETOUR AND

TRAIL DETOUR

END CEDAR LAKE

B C

E D

R P

D V

O L

C .D

G N

NORTH

PLAN

600'0 300'

FROM/TO CEDAR LAKE TRAIL.

USE 10TH STREET AND CEMAR TRAIL FOR DETOUR

NB/SB PEDESTRIAN AND BICYCLIST:A.

TO 10TH STREET CONSTRUCTION.

REMOVE TRAIL DETOUR AND RESTORE TRAFFIC TO CEDAR LAKE TRAIL PRIOR 9.

CEDAR LAKE TRAIL DETOUR.8.

DETOUR SIGNAGE AT INTERSECTIONS.

SEE SHEET CP106 FOR 10TH STREET CLOSURE PLAN AND CP107 FOR TRAIL 7.

CONSTRUCTION.

INSTALL TRAIL DETOUR SIGNAGE AND BARRIERS PRIOR TO STARTING 6.

MAINTAIN AND RESTORE ROADWAYS TO PRE-CONSTRUCTION CONDITION.5.

BIKE OR PEDESTRIAN LANE.

CURB OR TEMPORARY BARRIER ON DETOUR ROUTES WITH NO ESTABLISHED

SEPARATE PEDESTRIAN AND BICYCLE TRAFFIC FROM VEHICLE TRAFFIC BY 4.

PRIOR TO DATE OF CLOSURE.

OFFICER. OBTAIN APPROVAL FOR TEMPORARY CLOSURES AT LEAST 7 DAYS

EXCEPTION OF TEMPORARY CLOSURES AUTHORIZED BY THE CONTRACTING

OPEN TO TRAFFIC FOR THE DURATION OF THE CONTRACT, WITH THE

SHAVER ROAD, CEDAR LAKE TRAIL DETOUR, AND DRIVEWAYS ARE TO REMAIN 3.

LEVEE TRAILS ARE OPEN TO PEDESTRIAN AND BIKE TRAFFIC.

10TH STREET WILL BE CLOSED AND USED AS A TRAIL DETOUR UNTIL THE 2.

CONTRACTING OFFICER APPROVAL PRIOR TO STARTING CONSTRUCTION.

VERSIONS OF CITY OF CEDAR RAPIDS AND MUTCD STANDARDS FOR

DESIGN AND SUBMIT A TRAFFIC CONTROL PLAN FOLLOWING CURRENT 1.

GENERAL SHEET NOTES

ABANDONED

" C

L D

INT 1.5FTOSS

CUL RCP12

FL OUT SW=734.69' 18"

FL IN SE=734.89' 18"

FL IN NW=735.69' 12"

FL IN NE=734.79' 15"

RIM=738.49'

15" RCP

36" RCP

36" RCP x3

36" RCP

18" RCP

6" STEEL

18" RCP

12" CMP

18" RCP

24" RCP

30" ADS

FFE=729.87'

FFE=730.04'

FFE=730.59' FFE=730.56'

FFE=728.26'

FFE=728.47'

FFE=728.64'

FFE=729.20'

FFE=729.02'

FFE=730.36'

FFE=730.54'

FFE=730.57'

FFE=730.52'

FFE=730.66'

FFE=731.47'

FFE=730.95'

FFE=730.65' FFE=730.55'

FFE=730.73'

FFE=730.71'

FFE=732.16'

FFE=732.41'

FFE=732.38'

FFE=733.24'

FFE=733.18'

FFE=733.49'

FFE=733.45'

FL OUT SW=719.43' 30"

FL IN W=719.63' 8"

FL IN E=719.45' 30"

RIM=738.74'

FL OUT E=723.15' 8"

FL IN SW=731.55' 8"

FL IN SW=723.35' 8"

RIM=740.65'

FL OUT NE=732.46' 8"

FL IN SW=732.50' 8"

FL IN NW=734.50' 8"

RIM=741.92'

FL OUT SE=719.46' 24"

FL IN NE=721.20' 8"

FL IN NE=725.72' 8"

FL IN W=719.90' 24"

RIM=733.54'

FL OUT E=720.08' 24"

FL IN SW=720.18' 24"

FL IN NW=721.28' 8"

FL IN NW=726.10' 8"

RIM=733.67'

FL OUT SW=719.04' 24"

FL IN NE=719.45' 24"

RIM=731.54'

FL OUT SE=720.94' 15"

RIM=731.72'

FL OUT SE=721.05' 15"

FL IN NW=720.99' 15"

RIM=728.65'

FL OUT SE=718.95' 24"

FL IN NW=719.01' 24"

RIM=727.99'

FL OUT SE=720.78' 15"

FL IN SW=721.30' 6"

FL IN NW=720.84' 15"

RIM=729.68'

FL OUT SE=720.57' 12"

FL IN NE=725.09' 6"

FL IN NE=721.05' 6"

FL IN NW=720.59' 15"

RIM=729.59'

FL OUT SE=718.56' 24"

FL IN NW=718.58' 24"

RIM=727.77'

FL OUT SE=720.26' 12"

FL IN SW=721.20' 6"

FL IN NW=720.34' 12"

RIM=730.34'

FL OUT SE=719.53' 12"

FL IN NW=719.73' 12"

RIM=729.33'

FL OUT SE=719.12' 12"

FL IN NW=719.16' 12"

RIM=728.82'

FL OUT SE=717.83' 24"

FL IN NW=717.93' 24"

RIM=728.51'

FL OUT SE=719.21' 30"

FL IN E=719.21' 8"

FL IN N=719.28' 30"

RIM=729.50'

FL OUT SE=718.24' 30"

FL IN NW=718.27' 30"

RIM=728.60'

FL OUT SE=717.91' 30"

FL IN NW=717.95' 30"

RIM=728.39'

FL OUT SE=717.32' 30"

FL IN NW=717.44" 12"

RIM=727.88'

FL OUT SW=716.90' 24"

FL IN NW=717.04" 24"

RIM=727.10'

FL OUT SW=717.06' 30"

FL IN NW=717.12" 30"

FL IN NE=717.32" 24"

RIM=727.32'

FL OUT SW=728.31' 18"

RIM=730.41'

FL OUT SE=726.94' 36"

FL IN NW=727.04' 30"

FL IN NE=727.44' 18"

RIM=732.64'

FL OUT SW=720.91' 27"

FL IN SE=720.97' 24"

RIM=736.37'

FL OUT SW=720.61' 27"

FL IN NE=720.71' 27"

RIM=730.87'

FL OUT NW=724.94' 24"

FL IN SW=725.04' 15"

RIM=727.94'

FL OUT NE=739.58' 18"

RIM=743.08'

FL OUT SE=734.96' 18"

FL IN NW=735.66' 18"

RIM=741.36'

FL OUT SE=734.79' 15"

RIM=740.45'

FL OUT SE=735.87' 15"

RIM=740.07'

FL OUT S=735.22' 15"

RIM=738.82'

FL OUT SW=734.32' 15"

FL IN N=734.52' 15"

RIM=738.82'

FL OUT W=730.41' 15"

FL IN NE=733.81' 15"

RIM=739.21'

FL OUT W=729.90' 15"

FL IN E=730.00' 15"

RIM=734.40'

FL OUT E=735.92' 18"

RIM=739.32'

FL OUT N=734.74' 18"

FL IN S=734.64' 15"

FL IN W=735.54' 18"

RIM=739.34'

FL OUT S=732.44' 8"

FL IN N=732.50' 8"

RIM=739.74'

FL OUT S=732.70' 8"

FL IN NE=732.74' 8"

RIM=740.80'

FL OUT NW=727.66' 24"

FL IN E=732.36' 18"

FL IN S=732.36' 18"

RIM=739.86'

FL OUT SW=732.72' 8"

FL IN E=732.82' 8"

RIM=740.12'

FL OUT W=720.22' 30"

FL IN N=720.32' 30"

RIM=740.42'

FL OUT SE=725.42' 18"

FL IN NW=725.52" 18"

RIM=728.02'

FL OUT SW=725.13' 12"

RIM=727.73'

FL OUT SW=724.05' 18"

FL IN NE=724.81' 12"

FL IN NW=724.15" 18"

RIM=727.41'

FL OUT SW=718.79' 42"

FL IN NE=719.79' 42"

RIM=727.41'

FL OUT SW=720.02' 42"

FL IN NE=720.07' 42"

RIM=727.82'

FL OUT SW=720.61' 42"

FL IN NE=720.81' 42"

RIM=726.11'

FL OUT SW=724.06' 42"

FL IN NE=724.16' 42"

RIM=729.06'

FL OUT SW=723.68' 24"

FL IN SE=723.78' 24"

RIM=728.78'

FL OUT W=719.69' 30"

FL IN E=720.19' 30"

RIM=738.69'

FL OUT W=740.01' 8"

FL IN E=740.11' 8"

RIM=750.51'

FL OUT S=738.74' 15"

RIM=741.94'

FL OUT S=737.64' 15"

FL IN E=737.94' 15"

FL IN N=738.34' 15"

RIM=741.64'

FL OUT W=736.73' 18"

FL IN N=736.93' 15"

RIM=741.93'

FL OUT S=719.29' 30"

FL IN NE=719.39' 30"

RIM=738.49'

FL OUT E=734.56' 15"

RIM=738.16'

FL OUT N=731.85' 15"

FL IN S=731.95' 15"

FL IN W=733.75' 15"

RIM=738.05'

FL OUT S=731.41' 8"

FL IN E=731.71' 8"

FL IN N=731.41' 8"

RIM=741.71'

FL OUT N=739.32' 15"

FL IN SW=739.32 12"

RIM=742.22'

FL OUT NW=738.54' 15"

FL IN S=738.84' 15"

RIM=742.14'

FL OUT N=737.92' 15"

FL IN SE=738.02' 15"

RIM=741.82'

FL OUT N=735.68' 15"

FL IN W=735.88' 15"

FL IN S=736.58' 15"

RIM=740.28'

FL OUT E=735.94' 15"

FL IN W=736.04' 15"

RIM=740.14'

FL OUT SW=735.09' 15"

FL IN NW=735.49' 8"

FL IN N=735.29' 8"

RIM=741.39'

FL OUT NW=734.94' 18"

FL IN SW=734.94' 18"

RIM=737.74'

FL OUT NE=735.00' 18"

FL IN SW=735.50' 8"

RIM=737.70'

FL OUT NE=735.54' 8"

RIM=737.54'

FL OUT SE=734.10' 18"

FL IN SW=734.20' 4"

FL IN NW=734.70' 18

FL IN NE=734.70' 18"

RIM=739.00'

FL OUT SW=734.09' 18"

FL IN NW=734.19' 18"

RIM=739.00'

FL OUT SE=734.81' 24"

FL IN SW=730.91' 12"

FL IN N=733.51' 15"

RIM=737.71'

FL OUT SE=730.73' 15"

FL IN W=730.73' 4"

FL IN NW=731.23' 12"

RIM=736.63'

FL OUT E=720.22' 24"

FL IN W=721.22' 24"

FL IN NW=722.22' 8"

RIM=733.52'

FL OUT NE=729.65' 6"

FL IN SW=729.65' 6"

RIM=733.45'

FL OUT NE=729.04' 24"

FL IN SW=729.34' 6"

FL IN NW=729.04' 18"

RIM=733.04'

FL OUT SE=728.18' 30"

FL IN N=728.58' 15"

FL IN SW=728.38' 24"

RIM=733.38'

FL OUT S=735.02' 15"

FL IN NE=736.62' 15"

RIM=739.92'

FL OUT S=732.22' 8"

FL IN NE=734.32' 8"

RIM=738.72'

FL OUT SW=738.50' 15"

FL IN NW=738.60' 15"

RIM=742.40'

FL OUT SE=737.85' 15"

FL IN NW=737.85' 15"

FL IN NE=738.15' 15"

RIM=741.25'

FL OUT S=734.40' 15"

FL IN E=734.50' 15"

FL IN NW=734.90' 8"

RIM=738.70'

FL OUT SE=729.54' 18"

FL IN W=729.54' 18"

FL IN N=733.54' 15"

RIM=737.64'

FL OUT SE=725.39' 8"

FL IN W=725.39' 8"

RIM=737.69'

FL OUT NE=740.21' 12"

RIM=742.81'

FL OUT S=730.99' 8"

FL IN N=731.09' 8"

RIM=742.69'

FL OUT S=737.77' 12"

FL IN SE=737.77' 12"

RIM=742.27'

FL OUT NW=738.18' 12"

FL IN S=738.28' 12"

RIM=741.78'

HEAVY SILTING)

(FL NOT VISIBLE DUE TO

FL OUT N=738.75' 12"

RIM=741.65'

FL OUT S=729.78' 8"

FL IN N=729.78' 8"

FL IN NE=734.18 8"

FL IN E=730.58 10"

RIM=741.08'

FL OUT SE=730.30' 18"

FL IN NW=730.50' 18"

RIM=734.10'

FL OUT S=729.44' 18"

FL IN NW=729.54' 18"

RIM=733.44'

FL OUT S=722.98' 8"

FL IN N=722.98' 8"

FL IN E=723.18 8"

RIM=731.88'

FL OUT S=726.97' 24"

FL IN N=727.27' 18"

RIM=731.37'

FL OUT W=726.08' 24"

FL IN N=725.88' 24"

RIM=730.58'

FL OUT S=722.08' 8"

FL IN N=722.08' 8"

RIM=730.38'

FL OUT S=732.76' 15"

FL IN N=732.76 15"

RIM=736.56'

FL OUT S=725.06' 24"

FL IN E=725.06' 24"

RIM=729.06'

FL OUT S=727.69' 18"

RIM=731.09'

FL OUT W=726.03' 42"

FL IN SE=726.63 24"

FL IN E=728.43 24"

FL IN NE=727.43 18"

FL IN N=726.03' 18"

RIM=734.03'

FL OUT W=732.33' 24"

FL IN E=732.53' 24"

RIM=737.83'

FL OUT NW=725.24' 12"

RIM=729.54'

FL OUT W=721.14' 8"

FL IN N=721.34' 8"

RIM=731.94'

FL OUT SW=732.72' 18"

RIM=736.22'

FL OUT E=733.96' 15"

RIM=737.26'

FL OUT N=733.10' 15"

FL IN W=733.20' 15"

RIM=737.20'

FL OUT S=732.52' 15"

FL IN W=732.52' 15"

RIM=736.52'

FL OUT E=732.85' 15"

RIM=735.75'

FL OUT S=732.66' 18"

FL IN E=732.76' 18"

RIM=736.96'

FL OUT E=729.63' 15"

FL IN W=729.73' 15"

FL IN N=729.73 15"

RIM=733.33'

FL OUT S=718.93' 30"

FL IN N=718.93' 30"

RIM=734.73'

FL OUT S=719.21' 30"

FL IN N=719.21' 30"

RIM=736.71'

FL OUT SE=718.19' 24"

FL IN NW=718.23' 24"

RIM=728.83'

FL OUT E=729.70' 15"

RIM=733.50'

FL OUT NE=726.91' 24"

FL IN W=726.91' 24"

RIM=733.51'

FL OUT E=735.65' 15"

RIM=739.56'

716.07

CUL CMP 8FTX11.4FT

716.05

CUL CMP 8FTX11.4FT

716.19

CUL CMP8FTX11.4FT

18201 718.20

CUL ADS30

718.82

CUL RCP36

719.95

CUL PVC12

720.56

720.70

18528 720.89

18923 721.01

721.02

721.06

721.00

721.19

23562 721.09

721.15

23496 721.45

MHSS

721.51

721.97

722.22

722.34

23578

722.33

722.74

23579 722.75

56035 722.87S

23420 722.92

723.10

723.12

TREE 12"Ø

18092

723.22

18101 723.23

23580 723.23

23769 723.21

723.32

TREE 12"Ø

723.27

TREE 10"Ø

23532 723.39

723.39

TREE 6"Ø

723.44

TREE 6MULTI"Ø

723.56

BUSH 3FTDIA"Ø

723.66

TREE 6"Ø

723.62

TREE 2"Ø

723.62

TREE 16"Ø

723.67

CUL-TOP STEEL6

723.77

TREE 14"Ø

723.82

723.88

TREE 2"Ø

723.81

TREE 2"Ø

723.80

BUSH 5FTDIA"Ø

723.88

BUSH 5FTDIA"Ø

723.87

BUSH 5FTDIA"Ø

723.78

BUSH 5FTDIA"Ø

723.95

TREE 6"Ø

723.92

BUSH 5FTDIA"Ø

723.98

BUSH 3FTDIA"Ø

723.96

TREE 18"Ø

724.08

724.03

724.02

23531 724.06

724.02

TREE 8MULTI"Ø

724.14

BUSH 5FTDIA"Ø

724.12

BUSH 5FTDIA"Ø

724.15

TREE 6"Ø

724.29

TREE 18"Ø

724.27

TREE 16"Ø

724.28

TREE 14"Ø

724.30

TREE 18"Ø

724.23

TREE 22"Ø

724.26

TREE 8TWIN"Ø

23460

724.32

724.34

BUSH 4FTDIA"Ø

724.33

TREE 16"Ø

724.37

TREE 16"Ø

724.32

BUSH 4FTDIA"Ø

724.36

TREE 14"Ø

55264 724.51

55303 724.49S

724.52

TREE 14"Ø

724.44

BUSH 3FTDIA"Ø

724.50

BUSH 3FTDIA"Ø

724.43

BUSH 4FTDIA"Ø

724.50

BUSH 4FTDIA"Ø

55284 724.55

724.58

TREE 4"Ø

724.63

TREE 4"Ø

724.60

TREE 4"Ø

724.53

TREE 10"Ø

724.72

TREE 4"Ø

724.70

TREE 4"Ø

724.72

TREE 4"Ø

724.65

BUSH 3FTDIA"Ø

724.73

TREE 20"Ø

724.74

BUSH 5FTDIA"Ø

724.69

BUSH 5FTDIA"Ø

724.66

TREE 12MULTI"Ø

724.73

TREE 8TWIN"Ø

724.69

TREE 14"Ø

724.85

BUSH 3FTDIA"Ø

55325

724.85

TREE 10TRIPLE"Ø

724.87

TREE 16"Ø

20618 724.97

725.03

TREE 4"Ø

725.05

TREE 12"Ø

725.06

TREE 12"Ø

724.99

TREE 16"Ø

725.16

TREE 4"Ø

725.10

TREE 4"Ø

725.15

TREE 4"Ø

725.08

TREE 4"Ø

725.12

TREE 4"Ø

725.08

TREE 4"Ø

725.13

TREE 2"Ø

725.12

TREE 4"Ø

725.20

20677

725.28

725.18

TREE 4"Ø

725.18

TREE 4"Ø

725.18

TREE 4"Ø

725.19

TREE 4"Ø

725.22

TREE 12"Ø

725.22

TREE 2"Ø

725.24

TREE 2"Ø

725.21

TREE 14"Ø

725.25

TREE 16"Ø

725.28

725.31

TREE 22"Ø

725.34

TREE 14"Ø

725.32

TREE 2"Ø

725.30

TREE 2"Ø

725.34

TRL1 B TB1

725.46

CUL RCP18

725.40

TREE 16"Ø

725.47

TREE 2"Ø

725.43

TREE 20"Ø

20569

725.57

20616 725.52

725.52

725.63

TREE 2"Ø

53472 725.73

55329

725.84

20570

726.00

726.02

18920 726.06

20555 726.10

20678

726.05

726.17

726.35

20557

726.32

20243

726.51

19921

726.61

55176 726.77

60809

726.76S

S E

726.90

19922

726.91

19924 726.90

20604 726.92

726.99

TREE 24"Ø

59427

727.10

60755 727.03S

19772 727.01

MHST

20608 727.09

20719

727.00

81753 727.18

19823

727.17

20609 727.16

59146 727.22

59458

727.32

20607 727.28

20720

727.24

59036 727.33

81754 727.36

19923 727.36

20606 727.33

727.46

19731

727.53

19751 727.53

TPED-ROCK

19811

727.44

727.53

INT-SQ

727.51

INT-SQ

727.57

727.55

CUL STEEL10

81854 727.63

INT-SQ

19696

727.58

TPED-ROCK

19730

727.60

20286 727.58

727.56

INT-SQ

727.63

TREE 2"Ø

727.73

81755 727.72

19419 727.72

MHST

19668

727.66

19695

727.71

19727 727.75

TPED-ROCK

19763 727.71

ELMTR

19812 727.67

19845

727.65

20716

727.73

727.82

MHBH-RIM

727.83

MHBH-RIM

727.81

MHBH-RIM

727.76

81815

727.78

19445 727.84

19449 727.81

19817

727.76

TREE 2"Ø

58940

727.88

81840 727.96

86241 727.90

727.94

MHST

19816

727.90

TREE 2"Ø

19701

727.94

TREE 2"Ø

86004

728.03

86240

727.98

19552 728.05

19574 728.06

19853 728.03

GMTR

19141 728.02

MHST

728.05

MHSS

19274 728.01

TREE 16"Ø

81816 728.16

MHSS

19522

728.11

19551

728.11

GMTR

19113 728.16

19361 728.17

TREE 26"Ø

728.15

81756 728.18

81821 728.20

MHBH

81970

728.20

19942 728.28

19001

728.29

20200 728.28

728.20

TREE 6"Ø

728.20

TRL2 B

728.33

MHBH

728.38

60045 728.39

81780 728.3281784

728.32

86234

728.38 86235 728.34

86236 728.35

86242 728.33

728.30

19261 728.30

19383 728.30

ELMTR

19451

728.39

18999 728.31

19227 728.37

19249

728.29

19250 728.34

20173 728.38

20255

728.39

81757 728.50

81781

728.49

81783

728.43

81825 728.45

81826

728.42

19480

728.42

728.46

20042

728.49

18848

728.47

TREE 4"Ø

19275 728.43

TREE 8"Ø

59982

728.51

60049 728.60

81782 728.59

86237

728.56

728.60

19506

728.59

19569

728.60

20041

728.58

20150 728.52

20222 728.54

728.61

TPED-ROCK

728.60

728.67

18836

728.62

19116 728.71

TPED-ROCK

19117

728.68

TPED-ROCK

19119 728.70

728.64

MHSS

728.64

728.71

TREE 28"Ø

19272

728.70

TREE 20"Ø

81758

728.79

86190 728.76

86191 728.80

728.81

728.73

728.83

MHSS

728.80

MHST

728.76

MHST

728.82

MHSS

19505 728.76

18870

728.77

19118

728.80

20126 728.75

19307

728.82

TREE 30"Ø

728.89

60421

728.91

81554 728.93

81684

728.93

81949 728.86

86192 728.86

86204

728.86

728.90

19596 728.84

18749

728.91

18872 728.93

18873 728.89

TPED-ROCK

20165 728.86

20205 728.86

MHST

729.02728.97

728.95

81948 728.94

86403 728.97

728.99

18874 729.02

TPED-ROCK

20141 729.01

20162 728.99

20196

728.98

728.95

728.94

729.03

728.94

MHBH

729.07

81683 729.04

81759 729.08

85730 729.14

729.08

TPED-ROCK

20292 729.13

MHSS

729.09

26559

729.06

MHBH-RIM

729.08

729.24

81553 729.15

85729 729.25

86402

729.19

729.15

729.25

18609

729.25

19082

729.21

19083 729.20

20110

729.16

20214 729.24

729.19

729.17

26558 729.21

MHBH

81552

729.31

85728 729.30

18608 729.28

18610 729.27

20038

729.32

20061

729.31

20135 729.30

20208 729.31

729.32

729.27

729.33

MHSS

729.29

729.30

INT-SQ

19309 729.36

TREE 24"Ø

18811

729.35

TREE 4"Ø

729.35

BUSH 2FTDIA"Ø

81856

729.41

81974 729.43

18607

729.41

20040 729.42

729.42

729.43

729.39

GMTR

19308 729.37

TREE 26"Ø

729.37

TREE 2"Ø

729.50

59586

729.50S

86446 729.56

729.48

729.54

18779 729.48

20071 729.50

729.48

729.57

729.56

729.57

729.51

26829 729.54

MHBH-RIM

729.61

81905 729.68

MHSS

85733

729.58

MHSTEAM

85734 729.58

MHSTEAM

86404 729.58

86461 729.63

18757 729.66

20072

729.66

729.59

MHSS

729.62

729.68

MHSS

729.61

INT-SQ

729.66

TREE 14"Ø

729.77

CUL RCP18729.79

CUL RCP18

729.74

729.72

INT-SQ

729.73

MHSS

86460 729.76

729.71

20206 729.73

729.78

729.76

729.73

729.74

GMTR

729.75

729.77

MHSS

26828 729.71

MHBH

18764 729.72

TREE 2"Ø

729.80

81625 729.89

85722

729.82

MHSS

86102

729.85

18754 729.86

ELMTR

18756 729.81

18758 729.82

18812 729.82

GMTR

20036 729.8720037

729.88

20039

729.84

20197

729.83

EB-AC

729.80

729.90

729.84

729.83

729.90

729.93

729.94

81626 729.95

85806 729.98

MHSS

729.99

18755 729.98

ELMTR

729.97

EB-AC

20069 729.98

729.98

729.95

729.97

730.00

730.02

730.10730.09

730.06

730.03

730.05

730.07

730.09

730.07

730.10

730.03

85668 730.07

85685 730.04

730.05

730.09

730.04

730.10

730.02

18618 730.08

TREE 12"Ø

18849

730.05

TREE 16"Ø

730.20

82082 730.18

MHSS

86101

730.20

86462 730.14

730.16

20207 730.18

730.17

730.20

730.13

730.20

730.12

730.27

730.28730.32

81524 730.25

85820 730.25

730.30

20269 730.23

730.30

18846 730.30

TREE 24"Ø

86399 730.29

TREE 36"Ø

730.41

MHBH

730.36

730.34

730.42730.42

730.39

730.36

81526 730.40

GMTR

81527 730.35

82059 730.35

82151 730.41

730.41

730.44

730.43

730.37

730.42

730.34

MHSS

730.42

730.39

730.40

26581 730.38

MHSS

18845

730.44

TREE 16"Ø

730.37

TREE 2"Ø

730.47

730.51

730.54

81989 730.50

85662

730.46

85663 730.47

86061 730.47

86176 730.52

730.48

730.47

20194 730.50

EB-GEN

730.49

MHST

730.55

730.62

730.63

730.59

81529 730.56

85664 730.60

85665 730.64

730.60

26510 730.60

26582 730.58

MHST

730.62

TREE 2"Ø

85666 730.72

85819 730.65

730.75

MHST

81990 730.77

82008 730.77

82124 730.83

82227

730.79

86060 730.79

730.81

730.84

730.80

730.87

MHSS

82007 730.89

82247 730.95

85303 730.90

MHSS

85775

730.96

MHSS

730.89

730.88

GMTR

730.91

730.90

26811

730.90

730.88

TREE 28"Ø

730.89

TREE 18"Ø

731.06

82032

731.02

82115 730.99

731.02

731.05

MHST

731.11

26617 731.09

26634

731.09

82293 731.25

85757 731.29

MHSS

20035 731.20

EB-GEN

731.23

TREE 2"Ø

26484

731.37

MHST

731.38

TREE 2"Ø

86311 731.47

731.49

731.54

MHSS

731.58

CUL RCP15

85773

731.52

731.72

MHSS

731.63

82316 731.64

731.72

731.66

TREE 2"Ø

731.78

731.74

GMTR

26821

731.79

85324 731.92

731.84

26370

731.88

MHSS

26731

731.86 26732

731.94

MHSS

85325 732.01

85774

732.07

26548 732.13

26733

732.10

732.13

SIGN-UGFO

26622 732.1726623

732.35

732.32

732.58

CUL RCP42

732.64

MHST

85327 732.61

MHSS

85767 732.60

732.66

732.79

26450 732.80

733.04

CUL TILE12

733.04

22052 733.04

MHST

27105 733.33

MHST

26661 733.24

21842 733.38

22256 733.38

MHST

26396 733.44

MHST

733.46

733.54

MHSS

21971

733.45

MHBH

21975

733.52

MHSS

27111 733.50

MHST

26917 733.51

MHST

733.67

MHSS

85340 733.74

MHSTEAM

21823

733.77

GRVL ROCK 3FTDIA

21824

733.84

GRVL ROCK 3FTDIA

21826 733.81

27275 733.79

21822

733.88

GRVL ROCK 2FTDIA

734.00

26861 734.03

MHST

21825 734.12

GRVL ROCK 3FTDIA

26354 734.10

MHST

85341 734.20

MHSTEAM

21821 734.28

GRVL ROCK 3FTDIA

21892 734.24

734.21

734.40

MHBH

21820

734.35

GRVL ROCK 3FTDIA

27093 734.46

26686

734.52

85765 734.61

85766 734.54

21819 734.53

GRVL ROCK 3FTDIA

21862

734.53

21843 734.68

21889 734.64

27082

734.73

MHSS

85233 734.81

MHST

21863

734.88

85268 735.05

21818 734.98

GRVL ROCK 3FTDIA

21871 734.99

ELMTR

85266 735.1685267

735.13

85265 735.21

85382 735.23

26932

735.28

85462 735.28

27134 735.29

85342 735.44

MHSTEAM

85381 735.44

MHSS

21817 735.51

GRVL ROCK 3FTDIA

85383 735.70

26975 735.68

85270 735.71

MHST

27041 735.75

INT-SQ

85343

736.12

21816

736.06

GRVL ROCK 3FTDIA

22122 736.12

736.23

MHBH-RIM736.22

MHBH-RIM

736.23

MHBH-RIM

736.23

MHBH-RIM

85358 736.18

MHSS

26694 736.22

MHST

85374 736.34

25541

736.32

MHSS

736.37

MHST

22113

736.45

22115 736.42

22116

736.43

22118 736.40

22119

736.40

22121

736.38

27022 736.52

MHST

26326 736.56

MHBH-RIM

736.53

736.55

736.57

85394 736.66

85395 736.63

MHST

22106

736.63

22152

736.62

22224 736.57

26984 736.71

MHSS

26325

736.72

MHBH

736.88

CUL TILE12

26537 736.88

26928 736.88

85490 736.94

MHST

27069

736.96

MHST

737.10

20895

737.17

26943

737.20

MHST

26971

737.26

MHST

737.32 737.53

22354

737.54

23031

737.60

22105 737.71

22360 737.68

22374 737.74

22375 737.70

23029

737.64

MHST

23030

737.69

MHSS

23032 737.66

23033 737.84

26891 737.83

MHST

737.82

85423 737.92

85421 738.03

20801 738.05

MHST

20777

738.16

MHST

22322

738.49

20763 738.49

MHSS

738.69

MHSS

85422 738.62

22278 738.62

22339 738.69

MHST

23023

738.70

MHST

738.82

MHST

738.74

MHSS

738.82

MHST

22859 738.72

MHSS

20746 738.90

21748 738.83

HYD-FOUNTAIN

22315 738.92

CO-SQ

22394 738.88

22314 739.00

MHST

21601 739.12

739.21

MHST

739.32

MHST

739.34

MHST

20902 739.46

WT1 B PCC1

22024 739.40

739.50

21186

739.56

MHST

22407 739.48

739.66

21602 739.60

739.73

739.74

MHSS

739.86

MHST

23018 739.88

22860

739.92

22867

739.92

22868 739.94

22871

740.00

22872

740.00

740.07

MHST

740.05

22756

740.02

740.12

MHSS

21046 740.14

MHST

740.30

20982

740.28

MHST

23016 740.26

23017 740.29

740.26

TREE 16"Ø

740.42

MHSS

21990

740.39

22071 740.35

22863 740.34

23144 740.3623145

740.37

740.45

MHST

85449 740.52

MHSTEAM

21586 740.47

TREE 21"Ø

740.61

740.65

MHSS

740.65

21594 740.71

TREE 14"Ø

740.83

740.80

MHSS

22841 740.83

GRVL-ROCK

740.94

25516 741.08

MHSS

741.05

TREE 16"Ø

21593 741.15

TREE 20"Ø

22967

741.25

MHST

23198

741.27

MHBH

741.19

TREE 8"Ø

741.36

MHST

741.40

CUL ADS36 4.9FT UP

22500

741.39

22966 741.37

25453 741.37

25508

741.31

85609

741.51

21713

741.47

22840

741.41

GRVL-ROCK

741.53

25454 741.54

85439 741.69

MHSTEAM

85440

741.62

MHSTEAM

21100

741.71

MHSS

21294

741.64

MHST

25602 741.65

MHST

26532 741.66

21585

741.66

TREE 12"Ø

85510 741.77

21077

741.82

MHST

21140

741.78

25483 741.78

MHST

21592 741.80

TREE 40"Ø

21590 741.74

TREE 10"Ø

741.92

MHSS

21272 741.93

MHST

21731

741.94

MHST

21589 741.86

TREE 20"Ø

21591 741.90

TREE 20"Ø

85580 741.94

22833

741.99

22839 742.00

22962

741.98

25694

741.95

21164

742.14

MHST

85610 742.18

21139

742.22

MHST

25451 742.20

85585 742.34

25433 742.27

MHST

21247 742.41

GMTR

22938 742.40

MHST

21587 742.47

TREE 30"Ø

85559

742.50

2161…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 8, 2023.