ATCH 2. Randolph Dwgs - 1 OF 3.pdf

PDF 39 MB Posted Jul 20, 2021

Attached to: Middle Logan Creek Flood Risk Management Project, Phase 2 Randolph, NE
Solicitation number: W9128F21B0012
Issued by: Department of the Army Corps of Engineers Engineering District Omaha

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for the Middle Logan Creek Flood Risk Management Project, Phase 2 in Randolph, Nebraska. The U.S. Army Corps of Engineers Engineering District Omaha is seeking contractors to perform earthwork and grading for a realigned and widened Middle Logan Creek channel extending from approximately 550 feet upstream of County Line Road to 150 feet upstream of Sholes Road bridge. The work also includes transitioning the channel, installing grade control and erosion protection, replacing bridges on Main Street, Douglas Street and 558th Avenue, roadway realignments, installing a shoo fly bridge detour and new fencing, pavement and utilities. A mandatory site visit is scheduled for July 27, 2021 at 10:00 am local time in Randolph, Nebraska to view the project site. Interested contractors must RSVP with Todd Tobias at the contact information provided.

View the file

Other files

File	Type	Posted
Bid Abstract_21B0012.pdf	PDF	Aug 23, 2021
Am0003_21B0012_17Aug2021.pdf	PDF	Aug 17, 2021
ATCH 8. Am0003 Drawings.pdf	PDF	Aug 17, 2021
Am0002_21B0012_13Aug2021.pdf	PDF	Aug 13, 2021
ATCH 7. Attachment to 02 82 00 Hazardous Materials Survey Technical Memo 212 South Douglas.pdf	PDF	Aug 13, 2021
ATCH 6. Am0002 Drawings.pdf	PDF	Aug 13, 2021
Am0001_21B0012_12Aug2021.pdf	PDF	Aug 12, 2021
ATCH 5. Am_0001 Drawings.pdf	PDF	Aug 12, 2021
Site Visit Sign-In Sheet.pdf	PDF	Aug 11, 2021
ATCH 3. Randolph Dwgs - 2 OF 3.pdf	PDF	Jul 20, 2021
ATCH 1. Randolph Specs.pdf	PDF	Jul 20, 2021
ATCH 4. Randolph Dwgs - 3 OF 3.pdf	PDF	Jul 20, 2021
W9128F21B0012_07-20-2021.pdf	PDF	Jul 20, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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FLOOD RISK MANAGEMENT PROJECT - PHASE 2

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RESOURCE

TELECOMMUNICATIONS

ELECTRICAL

MECHANICAL

PROCESS

PLUMBING

FIRE PROTECTION

EQUIPMENT

INTERIORS

ARCHITECTURAL

STRUCTURAL

LANDSCAPE

CIVIL

GEOTECHNICAL

SURVEY / MAPPING

HAZARDOUS MATERIALS

GENERAL

INDEX LEGEND:

SHEET TYPE DESIGNATOR

3. SHEET TYPE DESIGNATORS:

3D REPRESENTATIONS

USER DEFINED

SCHEDULES & DIAGRAMS

DETAILS

LARGE-SCALE VIEWS

SECTIONS

ELEVATIONS

PLANS

GENERAL

INDEX

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ABBREVIATIONS

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

IW INDUSTRIAL WASTE

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

A B

B R

E V

H O

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M A

H O

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M A

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C T P

H A

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A H

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A N C

R E

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N E

B R

A S

K A

R A

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N E

J U

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W F

866TH ROADE JACKSON STREET

H R

O A

T H R

O A

SHOLES ROAD

N B

G E S

T R

E E

T S B

G E S

T R

E E

N M

S t

S M

S t

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T R

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(THIS CONTRACT)

PHASE 2

PROJECT LOCATION NOT IN CONTRACT)

(CONCURRENT CONSTRUCTION,

PHASE 1

PROJECT LOCATION

LOCATION

PROJECT

S O

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C T N

C H

E C

K E

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U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

MLC17-01

MLC17-02

MLC17-16

MLC17-15

MLC17-14

MLC17-03 MLC17-13

MLC17-04

MLC17-05

MLC17-06

M L

C -1

MLC17-07

MLC17-08

MLC17-11

MLC17-09

MLC17-10

MLC17-17

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...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem

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W BROADWAY ST

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T S B

G E S

E WAYNE ST

W WAYNE ST

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O L E S R

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US H

WY 2

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LOGAN

CREEK

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A R

FLOW

F L

O W

F L

O W

RANDOLPH, NE

300' 600'0

BURT

AREA PLAN

LOCATION PLAN

MISSOURI

KANSAS

IOWA

SOUTH DAKOTA

S O

U R I R

MISSOURI RIVER

NEBRASKA

THURSTON

DAKOTA

DIXON

CEDAR

WAYNE

STANTON

CUMING

DODGE

WASHINGTON

HARRISON

POTTAWATTAMIE

MILLS

FREMONT

MONONA

WOODBURY

PLYMOUTH

KNOX

PIERCE

ANTELOPE

MADISON

BOONE

COLFAX

PLATTE

NANCE

MERRICK

BUTLER

SAUNDERS

DOUGLAS

OMAHA

LINCOLN

LANCASTER

SARPY

CASS

OTOE

NEMAHA

JOHNSON

RICHARDSON

PAWNEE

GAGE

SIOUX CITY

RANDOLPH

NORFOLK

JEFFERSON

SALINE

SEWARDYORK

POLK

FILLMORE

THAYER

NUCKOLLS

CLAY

HAMILTON

SCALE: 1" = 300'LEGEND

MLC 17-01

CONTRACTOR INFORMATION ONLY.

BORINGS FOR BOTH PHASE 1 AND PHASE 2 HAVE BEEN PROVIDED FOR

SEE B-001 THRU B-004 FOR SUBSURFACE EXPLORATORY BORING LOGS.

NOTES:

LOCATION AND IDENTIFIER

SUBSURFACE EXPLORATORY BORING

CONTRACTOR LIMITS OF CONSTRUCTION

NO SCALE

J U

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C T A

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O R

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GI101

K B

H A

L L

H A

L L

P R

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C T A

R E

A A

N D B

O R

G L

O C

A T

N P

L A

GI101

K B

H A

L L

K B

LIST OF BORINGS

MLC17-17

MLC17-16

MLC17-15

MLC17-14

MLC17-13

MLC17-12

MLC17-11

MLC17-10

MLC17-09

MLC17-08

MLC17-07

MLC17-06

MLC17-05

MLC17-04

MLC17-03

MLC17-02

MLC17-01

W F

H R

O A

T H R

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S M

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L O

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P E

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N D

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A S S

P P

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T A

N D F

O R P

H A

V E

N U

H A

V E

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C CP

C P

A C

LAYDOWN AREA 1

CONTRACTOR STAGING/

LAYDOWN AREA 3

CONTRACTOR STAGING/

LAYDOWN AREA 2

CONTRACTOR STAGING/

LAYDOWN AREA 4

CONTRACTOR STAGING/

S O

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N N

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D E

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2 3 4 5 6 7 8 9 10

SHEET ID

N 937,320.16

E 2,355,106.69

N 937,314.44

E 2,354,943.52

N 937,252.41

E 2,354,556.33 N 937,051.70

E 2,354,361.21

N 937,051.49

E 2,354,301.09

N 937,225.42

E 2,354,296.56

N 937,245.69

E 2,354,074.83

N 937,257.36

E 2,354,035.40

N 937,270.07

E 2,354,034.70

N 937,268.32

E 2,353,981.19

N 937,228.15

E 2,353,983.38

N 937,226.02

E 2,353,917.59

N 937,312.19

E 2,353,863.29

N 937,268.62

E 2,353,243.94

N 936,866.37

E 2,352,467.16

N 936,846.02

E 2,352,392.60

N 936,826.01

E 2,352,176.56

N 936,787.71

E 2,351,518.19

N 936,739.42

E 2,351,506.88

N 936,659.81

E 2,351,483.85

N 936,659.81

E 2,351,419.60

N 936,782.95

E 2,351,376.54

N 936,811.02

E 2,351,249.73

N 936,809.60

E 2,351,049.54

N 936,821.89

E 2,350,972.52

N 936,796.23

E 2,350,886.66

N 936,818.35

E 2,350,840.90

N 936,945.88

E 2,350,902.53

N 937,042.11

E 2,350,902.53

N 937,042.11

E 2,350,954.40

N 936,981.40

E 2,351,006.89

N 936,970.68

E 2,351,069.76

N 936,977.98

E 2,351,266.82

N 937,073.52

E 2,351,267.02

N 937,075.90

E 2,351,407.24

N 937,263.38

E 2,351,401.76

N 937,263.38

E 2,351,453.33

N 937,353.67

E 2,351,449.03 N 937,363.16

E 2,351,790.44

N 937,488.12

E 2,351,787.36

N 937,531.29

E 2,353,340.19

N 937,467.54

E 2,353,751.45

N 937,454.67

E 2,353,765.56

N 937,470.03

E 2,353,850.88

N 937,511.26

E 2,353,909.51

N 937,611.18

E 2,353,906.23

N 937,611.18

E 2,353,974.39

N 937,458.38

E 2,353,979.59

N 937,442.70

E 2,353,993.32

N 937,409.74

E 2,354,184.51

N 937,575.81

E 2,354,279.42

N 937,470.03

E 2,354,715.04

N 937,514.97

E 2,354,715.04

N 937,437.08

E 2,354,551.69

N 937,436.21

E 2,354,441.42

N 937,518.71

E 2,354,386.44

N 937,530.63

E 2,354,362.30

N 937,564.20

E 2,354,361.48

N 937,609.64

E 2,354,350.34

N 936,820.63

E 2,351,795.74

N 936,794.89

E 2,351,727.84

N 936,806.66

E 2,351,677.60

N 937,144.38

E 2,354,377.09

N 937,149.36

E 2,354,556.33

N 937,496.78

E 2,355,103.69

N 937,514.95

E 2,354,511.61

N 937,436.31

E 2,354,513.18

N 937,609.64

E 2,354,290.89

N 937,476.52

E 2,353,459.50

N 937,411.16

E 2,354,284.60

N 937,267.72

E 2,354,651.87

N 937,253.21

E 2,354,265.06

N 937,273.75

E 2,353,916.51

N 937,311.33

E 2,353,684.65

N 937,295.29

E 2,353,339.96

N 937,317.11

E 2,353,656.11

N 937,305.15

E 2,353,651.80

N 937,302.07

E 2,353,550.30

N 937,239.48

E 2,353,505.02

N 937,300.97

E 2,353,514.10

N 937,231.01

E 2,354,612.14

N 937,257.24

E 2,354,593.20

N 936,815.56

E 2,352,023.65

N 936,817.30

E 2,352,011.77

N 936,829.52

E 2,352,013.56

N 936,830.02

E 2,352,025.76

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:32:35 PM 7/11/2021

...\30500 - Construction E&D\RD02\30DA0 - Plans & Specs\CAD_BIM\_Sheets\RD02 - Middle Logan Creek Flood Risk Managem

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200' 400'0

SCALE: 1" = 200'

LEGEND

CONTRACTOR LIMITS OF CONSTRUCTION

CONTRACTOR STAGING/LAYDOWN AREA

NOTES:

CONTRACTOR LIMITS OF CONSTRUCTION AND STAGING

A N

S I

H A

L L

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D S

T A

G P

L A

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GI102

K B

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L A

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GI102

K B

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K B

Y J

U L

MATERIALS AND EQUIPMENT.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER DRAINAGE FOR PROTECTION OF

5. STAGING AREAS IDENTIFIED MAY BE PRONE TO FLOODING OR PONDING DURING HIGH RAINFALL EVENTS.

EASTERN EDGE OF PHASE 2 WORK.

4. COORDINATE WITH PHASE 1 CONTRACTOR IN AREAS OF OVERLAP OF LIMITS OF CONSTRUCTION, ALONG

3. ACCESS TO PROJECT LIMITS OF CONSTRUCTION AREAS SHALL BE FROM PUBLIC ROADWAYS.

ACCORDINGLY.

EXCAVATION OF NEW CHANNEL. PHASE EXCAVATION AND CONSTRUCTION OF DOUGLAS STREET BRIDGE

2. STAGING AREA LAYDOWN 3 IS AVAILABLE FOR USE AFTER REMOVALS/DEMOLITION. IT IS IN THE AREA OF

ITEMS. SCARIFY, PLACE TOPSOIL AND SEED.

RETURNED TO EXISTING CONDITIONS. REMOVE ALL TEMPORARY GRAVEL, FENCING, AND ANY OTHER

1. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR STAGING/LAYDOWN AREA 1, 2, AND 4 SHALL BE

W F

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SPOIL AREA 1

OF CONSTRUCTION

PROJECT LIMITSSPOIL AREA 2

SPOIL AREA 3

SPOIL AREA 4

SPOIL AREA 5

SPOIL AREA 6

SPOIL AREA 7

SPOIL AREA 8

SPOIL AREA 9

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SHEET ID

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SPOIL PLACEMENT PROPERTY INFORMATION

SCALE: 1" = 500'

500' 1000'0

PROJECT SPOIL LOCATIONS

LEGEND

CONTRACTOR LIMITS OF CONSTRUCTION

A N

S I

H A

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GI103

K B

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H A

L L

GI103

K B

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SPOIL LOCATIONS

SPOIL PLACEMENT NOTES

APPROXIMATE TOTAL SPOIL VOLUME: 1,200 CUBIC YARDS

AMOUNT OF MATERIAL: UPT TO 3 FT DEPTH OF FILL OVER 0.25 ACRE

LOCATION: CEDAR COUNTY PARCEL ID 0006262.00

CONTACT: 402-337-0260

OWNER: MARTY NORDHUES

SPOIL AREA 9

APPROXIMATE TOTAL SPOIL VOLUME: 4,500 CY

AMOUNT OF MATERIAL: UP TO 10 FT DEPTH OF FILL OVER 0.5 ACRE

LOCATION: CEDAR COUNTY PARCEL ID 0006128.00

CONTACT: 402-360-0859

OWNER: STEVE SCHAEFFER

SPOIL AREA 8

APPROXIMATE TOTAL SPOIL VOLUME: 1,600 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 0.7 ACRE

LOCATION: PIERCE COUNTY PARCEL ID 700017564

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 7

APPROXIMATE TOTAL SPOIL VOLUME: 5,000 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 1.9 ACRES

LOCATION: PIERCE COUNTY PARCEL ID 700018074 AND 700018046

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 6

APPROXIMATE TOTAL SPOIL VOLUME: 4,500 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 1.7 ACRES

LOCATION: CEDAR COUNTY PARCEL ID 0004019

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 5

APPROXIMATE TOTAL SPOIL VOLUME: 7,700 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 2.7 ACRES

LOCATION: CEDAR COUNTY PARCEL ID 0004019

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 4

APPROXIMATE TOTAL SPOIL VOLUME: 6,800 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 2.3 ACRES

LOCATION: CEDAR COUNTY PARCEL ID 0004019

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 3

APPROXIMATE TOTAL SPOIL VOLUME: 3,200 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 2 FT DEPTH OF FILL OVER 1.0 ACRE

LOCATION: PIERCE COUNTY PARCEL ID 700018074

CONTACT: 402-360-0432

OWNER: MARK BLOOMQUIST

SPOIL AREA 2

APPROXIMATE TOTAL SPOIL VOLUME: 12,000 CUBIC YARDS

AMOUNT OF MATERIAL: UP TO 10 FT DEPTH OF FILL OVER 1.1 ACRES

LOCATION: CEDAR COUNTY PARCEL ID 0006461, SW CORNER OF GOLF COURSE

CONTACT: BEN BENTON 402-337-0567

OWNER: CITY OF RANDOLPH

SPOIL AREA 1

S P

L A

C E

M E

N T P

L A

N S

P O

L A

C E

M E

N T P

L A

SECTION 31 00 00 FOR DEFINITION.

7. ONLY SATISFACTORY MATERIAL SHALL BE PLACED IN SPOIL LOCATIONS. SEE SPECIFICATION

SPOIL VOLUME HAS BEEN EXHAUSTED, UNLESS DIRECTED OTHERWISE BY COR.

6. SPOIL SHALL BE PLACED IN THE ORDER OF SPOIL AREAS INDICATED ABOVE UNTIL NEEDED

UNLESS DIRECTED OTHERWISE BY COR.

5. SPOIL SHALL BE PLACED AT THE MAXIMUM DEPTH INDICATED ABOVE FOR EACH SPOIL AREA

A MAXIMUM 10% SLOPE.

4. EDGES OF SPOIL AREAS SHALL BE TAPERED FROM EXISTING GRADE TO FULL FILL DEPTH AT

RIDGES, OR BLOCK DRAINAGE PATHS.

3. SPOIL PLACEMENT SHALL FOLLOW THE EXISTING GRADE AND SHALL NOT CREATE DEPRESSIONS, SEEDED ACCORDING TO THE PROJECT SPECIFICATIONS, UNLESS INDICATED OTHERWISE BY COR.

BE TEMPORARILY STOCKPILED AND REAPPLIED EVENLY AFTER SPOIL PLACEMENT, AND

2. PRIOR TO SPOIL PLACEMENT, SITE SHALL BE STRIPPED OF 4" OF TOPSOIL. TOPSOIL SHALL

PROPERTIES SHALL BE ESTABLISHED AT THIS TIME.

PLACED THERE. EXACT BOUNDARIES AND DETAILS OF SPOIL PLACEMENT AND ENTRY TO

AND HAVE A MEETING WITH PROPERTY OWNER ON SITE OF SPOIL AREA BEFORE ANY SPOIL IS

1. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE (COR)

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2 3 4 5 6 7 8 9 10

SHEET ID

M LL PIN

46 25

D e p th I n F e e t

M LL PIN

50 28

D e p th I n F e e t

M LL PIN

37 20

MLC17-01 MLC17-02 MLC17-03

SEP. 9, 2017 SEP. 12, 2017 SEP. 13, 2017

20.2

13.2

10.2

18.0

24.7

23.9

32.2

16.5

16.9

21.1

40 20

47 30

37 20

31 16

42 24

41 25

CL42 26

42 25

44 28

SP-SM

pH = 7.3, resistivity = 1270 ohm-cm, SO =N.D.

12.7

29.5

19.1

14.2

18.9

22.4

28.2

32.8

34.9

4.6

3.1

11.3

23.3

40 24

30 13

22 615.8

SW-SM

SP-SM

CL-ML

21.0 pH = 7.0, resistivity = 1320 ohm-cm, SO = N.D.

15.3 gravel, wet, some wood pieces 30% medium sand, 4% coarse sand, 4% fine medium dense, 22% fines, 40% fine sand, SILTY SAND, dark grayish brown to light gray, 2% medium sand, dry to wet gray, very stiff to stiff, 58% fines, 40% fine sand, SANDY, SILTY LEAN CLAY, grayish brown to dark

9% medium sand, 1% coarse sand, wet medium dense, 22% fines, 68% fine sand, SILTY SAND, dark grayish brown to light gray, 11% fines, 89% fine sand, damp SAND WITH SILT, white to light red, medium dense, 16.6

17.9

18.0

22.6

16.2

27.5

29.4

20.2

8.7

2.9

2.1

3.6

0.8

17.8

C.I. 9/14 fines, trace sand, damp, trace rootlets LEAN CLAY, very dark gray, medium stiff, pH = 7.3, resistivity = 3570 ohm-cm, SO = N.D.

medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, at 19.1 and 19.4 feet moist, wet sand lenses 0.1 feet in thickness LEAN CLAY, dark brown, medium stiff, fines, medium stiff, fines, dry LEAN CLAY, very dark gray to dark grayish brown, fines, dry, trace organics LEAN CLAY, very dark gray, soft to medium stiff, to damp LEAN CLAY, black, medium stiff, fines, dry fines, dry, some rootlets LEAN CLAY, very dark gray, medium stiff, sand, 1% coarse sand, moist to wet medium dense, 11% fines, 54% fine sand, 34% medium SAND WITH SILT, pale yellow to dark grayish brown, CH medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CL LEAN CLAY, very dark gray, soft, fines, damp

28 13CL

31 17 CL LEAN CLAY, brown, soft, fines, moist thin lenses of fine sand LEAN CLAY, dark grayish brown, stiff, fines, damp, SW-SM sand, 13% coarse sand, 7% fine gravel, saturated loose, 7% fines, 17% fine sand, 55% medium SAND WITH SILT, brown, white, and light greenish gray, CL

48 32

42 27

SW-SM

wet zones coarse sand, some fines, some fine gravel, damp with dense to medium dense, medium sand, fine sand, some SAND WITH SILT, brown, white, and light greenish gray, SP-SM some fines, dry SAND WITH SILT, white to light red, dense, fine sand, soft, fines, damp, trace iron oxide staining LEAN CLAY, light olive brown and dark reddish brown,

5.2 sand lenses, some iron oxide staining LEAN CLAY, brown, soft, fines, moist to wet, fine fines, wet, very thin fine sand lenses LEAN CLAY, very dark grayish brown, very soft, stiff, fines, dry, trace iron oxide staining LEAN CLAY, black to dark grayish brown, staining sand lenses, some iron oxide and manganese 2% coarse sand, 1% fine gravel, wet, very thin 68% fines, 21% fine sand, 8% medium sand, SANDY LEAN CLAY, brown, soft to medium stiff, stiff, fines, damp LEAN CLAY, grayish brown to yellowish red, very fragments, trace manganese staining fines, dry, some iron oxide staining, trace chalk LEAN CLAY, grayish brown to dark gray, very stiff, sand, 45% medium sand, dry SAND, olive yellow, medium dense, 2% fines, 53% fine very stiff, fines, damp, trace sand LEAN CLAY, olive brown to light olive brown, 19% fines, 64% fine sand, 17% medium sand, wet CLAYEY SAND, gray, loose to medium dense, BORING DRY AT THE END OF DRILLING BORING DRY AT THE END OF DRILLING manganese staining from 18 to 28 feet moist to wet, some iron oxide and LEAN CLAY, dark brown, soft, fines, trace medium sand LEAN CLAY, brown, medium stiff, fines, damp, C.I. 9/13

1% coarse sand, damp to wet 61% fine sand, 31% medium sand, SAND WITH SILT, brown, dense, 7% fines, BORING DRY AT THE END OF DRILLING

trace fines, damp SAND, light yellowish brown, dense, fine to medium sand, PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA

- ELEV. 1664.1 +

E 2351470.512 N 936788.227

ELEV. 1666.3 +

E 2351463.84 N 936865.303

- -ELEV. 1658.0 +

E 2353984.963 N 937362.274

DRILL HOLE NUMBER

NATURAL MOISTURE CONTENT IN PERCENT

LIQUID LIMIT

PLASTICITY INDEX

STANDARD PENETRATION BLOW COUNT.

NUMBER OF BLOWS FOR A 140-POUND WEIGHT

DROPPING 30 INCHES, TO DRIVE A 2-INCH

OUTSIDE DIAMETER SAMPLER, 1 FOOT.

SULFATE ION CONTENT IN SOIL, PERCENT

HOLE CAVE-IN DEPTH AND DATE

SO4

BORING LEGEND

MLC17-01

DATE BORING COMPLETED

PERCENT OF SOIL BY DRY WEIGHT PASSING% fines

C.I. 2/24

SEP. 9, 2017

NOT DETECTEDN.D.

CLASSIFICATION OF SOILS

MEMORANDUM NO. 3-357 MARCH 1953 (REVISED APRIL 1960).

CLASSIFICATION SYSTEM AS CONTAINED IN ASTM D 2487 OR TECHNICAL

CLASSIFICATIONS ARE IN ACCORDANCE WITH THE UNIFIED SOILS

DETERMINATION OF MOISTURE CONTENTS FOR THE SOIL. SOIL

DRILLING. SEE "M" ON THE CONDENSED LOG OF BORINGS FOR LABORATORY

DESCRIPTIONS MADE BY THE INSPECTOR IN THE FIELD AT THE TIME OF

AND LABORATORY DATA. THE TERMS "DRY, MOIST, WET", ETC. ARE FIELD

1. THE DESCRIPTIONS AT THE RIGHT OF THE LOGS ARE THE RESULTS OF FIELD

TIME OF CONSTRUCTION.

IDENTIFY GROUND WATER CONDITIONS THEY WILL ENCOUNTER PRIOR TO THE

DEPENDING LARGELY ON CLIMATIC CONDITIONS. ALL CONTRACTORS SHOULD

APPRECIABLY AT DIFFERENT SEASONS OF THE YEAR OR FROM YEAR-TO-YEAR,

ENCOUNTERED; HOWEVER, THE GROUND WATER TABLE CAN FLUCTUATE

TIME. THE BORING LOGS ARE CONSIDERED REPRESENTATIVE OF THE SOILS THAT WERE

THEIR RESPECTIVE LOCATIONS AND THE WATER LEVEL ENCOUNTERED AT THAT

2. THE LOGS FURNISHED REPRESENT THE TYPES OF SOIL ENCOUNTERED AT

BORING NOTES:

THE NO. 200 SIEVE

CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES

SILTY GRAVEL OR GRAVEL-SAND-SILT MIXTURES

POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES

WELL GRADED GRAVELS OR GRAVEL-SAND MIXTURES

WELL GRADED SANDS OR GRAVELLY SANDS

CLAYEY SANDS, SAND-CLAY MIXTURES

POORLY GRADED SANDS OR GRAVELLY SANDS

SILTY SANDS OR SAND-SILT MIXTURES

SILTS, SANDY SILTS, OR CLAYEY SILTS

LEAN, SANDY, SILTY OR GRAVELLY CLAYS

FAT CLAYS

CL-ML, SM-SP, SM-SC, SM-SW, OR GC-GW

FOR SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS; I.E.,

DUAL CLASSIFICATION - COMBINATION GROUP SYMBOLS ARE USED

3. FOR SOIL BORING LOCATIONS, SEE SHEET GI101.

ELEV. 1666.3 +

E 2351463.840 N 936865.303

BORING LOCATION (NAVD 88)

APPROX. GROUND SURFACE ELEVATION AT

COORDINATE NEBRASKA FIPS 2600 FEET

EPSG: 102704 - NAD 1983 STATE PLANE

GROUND WATER LEVEL

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B-001

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B-001

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SHEET ID

M LL PIN

48 19

D e p th I n F e e t

D e p th I n F e e t pH = 7.3, resistivity = 1180 ohm-cm, SO =N.D.

M LL PIN

38 23 pH = 7.6, resistivity = 1210 ohm-cm, SO <0.1%

M LL PIN

50 31

MLC17-04 MLC17-05 MLC17-06

SEP. 13, 2017 SEP. 15, 2017 SEP. 15, 2017

10.3

13.5

15.0

21.0

6.0

17.6

10.4

19.7

18.7

17.7

18.0

18.6

30.5

21.8

19.6

5.3

2.1

9.7

2.9

20.1

26.3

10.2

4.7

11.0

3.1

3.2

24.9

15.4

29.7

15.1

23.7

16.7

3.3

3.6

12.1

14.6

17.4

stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, 14.6

28 15

45 18 CL LEAN CLAY, brown, medium stiff, fines, damp olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to

SW-SM gravel, wet sand, 33% medium sand, 11% coarse sand, 12% fine SAND WITH SILT, brown, loose, 11% fines, 33% fine damp LEAN CLAY, dark brown, medium stiff, fines,CL

45 17CL

sand, 5% medium sand, 1% coarse sand, dry yellowish brown, medium stiff, 78% fines, 16% fine LEAN CLAY WITH SAND, light olive gray to dark

medium sand, trace fines, dry SAND, olive yellow, dense to medium dense, fine sand, SP-SM

SW-SM

some fine gravel, some fines, dry medium dense, medium sand, fine sand, coarse sand, SAND WITH SILT, brown, white, and light greenish gray, C.I. 9/13

CH medium stiff to stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, trace sand, dry, some rootlets LEAN CLAY, very dark gray, stiff, CL fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, stiff,

17.5 CL

thin lenses of fine sand LEAN CLAY, dark grayish brown, stiff, fines, damp, olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to

sand lenses, some iron oxide staining LEAN CLAY, brown, soft, fines, moist to wet, fine

LEAN CLAY, brown, medium stiff, fines, damp

CL-ML

SW-SM

31 18

gray, stiff, fines, fine sand, trace medium sand, moist SANDY, SILTY LEAN CLAY, grayish brown to dark some medium sand, trace coarse sand, dry yellowish brown, medium stiff, fines, fine sand, LEAN CLAY WITH SAND, light olive gray to dark

LEAN CLAY, brown, soft, fines, moistCL

SW-SM

medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, trace sand, dry LEAN CLAY, very dark gray, medium stiff, CH FAT CLAY, brown, stiff, fines, dry manganese staining LEAN CLAY, brown, soft, fines, moist, trace

26 10 resistivity = 2620 ohm-cm, SO <0.1% LEAN CLAY, very dark gray, stiff, fines, damp, pH = 7.2, sand, medium sand, trace coarse, moist to wet SAND, brown, medium dense, intermixed layers of fine layers of fine sand LEAN CLAY, brown, stiff, fines, moist, intermixed

13.1

28 14

30 16

8% medium sand, moist CLAYEY SAND, brown, 48% fines, 44% fine sand, 22% fine gravel, moist 30% fine sand, 10% medium sand, 2% coarse sand, CLAYEY SAND WITH GRAVEL, brown, 36% fines, SC sand, some fines, some fine gravel, moist medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, SM

SW-SM

coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, medium sand, trace coarse sand, damp medium dense, fine sand, fines, some medium SILTY SAND, dark grayish brown to light gray, sand, 31% medium sand, 1% coarse sand, damp to wet SAND WITH SILT, brown, dense, 7% fines, 61% fine

SP-SM

sand, trace fines, dry to damp SAND, olive yellow, medium dense, fine sand, medium

BORING DRY AT THE END OF DRILLING GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED some rootlets LEAN CLAY, very dark gray, medium stiff, fines, dry, iron oxide and manganese staining LEAN CLAY, dark brown, soft, fines, moist, trace fine sand, some fines, dry SAND WITH SILT, white to light red, medium dense, coarse sand, damp dense, fine sand, medium sand, some fines, trace SAND WITH SILT, pale yellow to dark grayish brown, fines, moist LEAN CLAY, grayish brown and white, medium stiff, C.I. 9/16 C.I. 9/16

SP trace fines, moist SAND, light yellowish brown, loose, fine to medium sand, PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA

ELEV. 1656.0 +

E 2353975.462 N 937321.220

ELEV. 1655.1 +

E 2354367.862 N 937372.035

ELEV. 1654.0 +

E 2354391.216 N 937322.440

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B -0

.d g n

D L E L

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N E

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K A

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A H

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B-002

C F

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C H

G A

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H A

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S H

E E

T O

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B-002

C F

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C T P

H A

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O L P

N E

NOTE: BORING LEGEND, BORING NOTES, AND CLASSIFICATION OF SOILS ARE SHOWN ON SHEET B-001.

J U

L Y

W F

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

C H

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K E

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N B

U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

M LL PIN

D e p th I n F e e t

D e p th I n F e e t pH = 7.3, resistivity = 1110 ohm-cm, SO <0.1%

M LL PIN

37 19

MLC17-07 MLC17-08 MLC17-09

SEP. 18, 2017 SEP. 16, 2017 SEP. 19, 2017

13.8

10.6

14.5

14.3

18.0

15.6

24.7

19.1

10.0

16.0

21.1

18.0

19.5

17.4

3.2

7.8

1.8

2.9

2.2

2.7

0.9

18.3

18.1

21.1

18.9

4.0

8.9

4.4

3.6

7.5

27.9

34.7

25.3

28.3

28.0

30.5

2.9

2.7

3.1 pH = 6.9, resistivity = 1470 ohm-cm, SO = N.D.

fine sand, fine, dry SAND WITH SILT, white to light red, medium dense, SP-SM some rootlets LEAN CLAY, very dark gray, stiff, fines, dry, stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, CL

CH FAT CLAY, brown, stiff, fines, dry

sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, medium

SW-SM

olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to

LEAN CLAY, brown, stiff, fines, damp sand, some fines, some fine gravel, damp medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, 65% medium sand, 1% coarse sand, damp SAND, brown, medium dense, 1% fines, 33% fine sand, CL

some rootlets LEAN CLAY, very dark gray, stiff, fines, damp, very stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, pH = 7.4, resistivity = 998 ohm-cm, SO <0.1% LEAN CLAY, black, medium stiff, fines, dry, to stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, very stiff

GP-GM

17% fine gravel, 8% coarse gravel, moist 11% fine sand, 32% medium sand, 17% coarse sand, SILTY SAND WITH GRAVEL, brown, dense, 15% fines, SP

7% coarse sand, 43% fine gravel, 22% coarse gravel, dry dense, 10% fines, 7% fine sand, 11% medium sand, GRAVEL WITH SILT AND SAND, dark to light green, green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to olive

SW-SM

sand, some fines, some fine gravel, moist medium dense, medium sand, fine sand, some coarse SAND WITH SILT, brown, white, and light greenish gray, CL

GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED BORING DRY AT THE END OF DRILLING fines, wet, very thin fine sand lenses LEAN CLAY, very dark grayish brown, medium stiff, medium sand, trace fines, moist SAND, olive yellow, medium dense, fine sand, C.I. 9/19

C.I. 9/17

C.I. 9/20

lens from 24.1 to 24.2 feet medium sand, trace coarse sand, trace fines, dry, clay SAND, light yellowish brown, medium dense, fine to some coarse, trace fines, damp

SAND, light yellowish brown, loose, fine to medium sand, trace fines, damp SAND, light yellowish brown, loose, fine sand, TOPSOIL

39 19

fines, dry CLAYEY SAND, dark brown, medium stiff, fine sand, fines, dry LEAN CLAY WITH SAND, reddish black, dusky red, stiff, CH pH = 7.5, resistivity = 1220 ohm-cm, SO = N.D.

fines, trace fine sand, dry, trace iron oxide statining, FAT CLAY, dark grayish brown to light gray, stiff, fines, fine to medium sand, damp to moist LEAN CLAY, very dark gray, soft to medium stiff, CL from 13.6 to 13.7 feet fines, fine to medium sand, damp to moist, sand lens LEAN CLAY, very dark gray, soft to medium stiff, CL staining, moist fine sand lenses, some iron oxide and manganese LEAN CLAY WITH SAND, brown, medium stiff, fines, CL31 17 34% fine sand, 3% medium sand, 1% coarse sand, moist SANDY LEAN CLAY, olive brown, medium stiff, 62% fines, SP some coarse, trace fines, moist SAND, light yellowish brown, loose, fine to medium sand, fines, moist LEAN CLAY, grayish brown and white, medium stiff, CL-ML moist to wet gray, very stiff, fines, fine sand, trace medium sand, SANDY, SILTY LEAN CLAY, grayish brown to dark fines, moist LEAN CLAY, grayish brown and white, very stiff, SW-SM some fines, some fine gravel, wet to dry dense, medium sand, fine sand, some coarse sand, SAND WITH SILT, brown, white, and light greenish gray, SW-SM some fines, some fine gravel, dry very dense, medium sand, fine sand, some coarse sand, SAND WITH SILT, brown, white, and light greenish gray, SW sand, 24% coarse sand, 7% fine gravel, dry brown, dense, 2% fines, 4% fine sand, 63% medium SAND WITH GRAVEL, reddish brown, light yellowish

PHASE 1 AREA PHASE 1 AREA PHASE 1 AREA

ELEV. 1655.0 +

E 2355205.717 N 937426.840

ELEV. 1654.7 +

E 2355247.239 N 937368.329

ELEV. 1647.8 +

E 2356367.126 N 938134.736

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B-003

C F

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C F

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N E

NOTE: BORING LEGEND, BORING NOTES, AND CLASSIFICATION OF SOILS ARE SHOWN ON SHEET B-001.

J U

L Y

W F

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

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C O

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R A

C T N

C H

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K E

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U E D

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N M LL PI

D e p th I n F e e t

N M LL PI

D e p th I n F e e t

N M LL PI

D e p th I n F e e t

N M LL PI

D e p th I n F e e t

N M LL PI

D e p th I n F e e t

N M LL PI

42 21

D e p th I n F e e t

MLC17-10 MLC17-11 MLC17-12

MLC17-13 MLC17-14 MLC17-15

MLC17-16 MLC17-17

SEP. 18, 2017

SEP. 16, 2017

SEP. 14, 2017

10 7

SEP. 11, 2017

15.4

16.7

12.4

18.2

14.5

13.7

10.6

11.2

17.0

18.6

23.1

9.7

9.9

20.5

17.8

10.5

19.4

20.3

9.2

12.5

24.6

27.6

10.6

8.3

19.3

20.0

18.8

14.4

14.6

20.3

18.6

14.9

9.5

11.4

13.8 21.6

27.1 13.9 24.4

35.8

medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CL olive green, stiff, fines, dry LEAN CLAY, black to dark grayish brown to fines, dry, trace rootlets LEAN CLAY, very dark gray, medium stiff, CL

stiff, fines, dry LEAN CLAY, dark grayish brown to dark gray, CL

medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, CH

stiff, fines, dry, trace iron oxide staining LEAN CLAY, black to dark grayish brown, CL

fines, dry, some rootlets LEAN CLAY, very dark gray, medium stiff, CH fines, dry, trace sand LEAN CLAY, very dark gray, medium stiff, SP stiff, fines, dry FAT CLAY, dark grayish brown to light gray, olive green, stiff to very stiff, fines, dry LEAN CLAY, black to dark grayish brown to dry, some rootlets LEAN CLAY, very dark gray, stiff, fines, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, moist, trace sand LEAN CLAY, very dark gray, medium stiff, 47 29

stiff, fines, dry LEAN CLAY, dark grayish brown to dark brown, some rootlets LEAN CLAY, very dark gray, soft, fines, dry, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, LEAN CLAY, very dark gray, soft, fines, dry stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, medium

37 20

LEAN CLAY, very dark gray, soft, fines, dry stiff to medium stiff, fines, dry FAT CLAY, dark grayish brown to light gray, fines, dry, trace sand LEAN CLAY, very dark gray, medium stiff, CL

40 22

LEAN CLAY, brown, soft, fines, wet

GROUNDWATER TABLE NOT ENCOUNTERED GROUNDWATER TABLE NOT ENCOUNTERED

GROUNDWATER TABLE NOT ENCOUNTEREDGROUNDWATER TABLE NOT ENCOUNTEREDGROUNDWATER TABLE NOT ENCOUNTERED

GROUNDWATER TABLE NOT ENCOUNTERED

stiff, fines, trace sand, dry LEAN CLAY, very dark gray to dark gray, medium fines, damp LEAN CLAY, very dark gray, medium stiff to stiff, stiff, fines, dry FAT CLAY, dark grayish brown to light gray, LEAN CLAY, brown, medium stiff, fines, damp sand, trace fines, dry SAND, light yellowish brown, medium dense, medium

GROUNDWATER TABLE NOT ENCOUNTERED

sand, trace fines, dry SAND, light yellowish brown, loose, medium

46 25

PHASE 1 AREA PHASE 1 AREA PHASE 1 AREA

PHASE 2 AREA PHASE 2 AREA PHASE 2 AREA

PHASE 2 AREA PHASE 2 AREA

ELEV. 1643.5 +

E 2357018.038 N 938453.537

ELEV. 1651.2 +

E 2355973.063 N 937957.297

ELEV. 1654.0 +

E 2355019.037 N 937406.544

ELEV. 1657.1 +

E 2354122.210 N 937360.521

ELEV. 1659.4 +

E 2353223.734 N 937331.246

ELEV. 1663.0 +

E 2352641.070 N 937028.406

ELEV. 1665.9 +

E 2351933.765 N 936899.359

ELEV. 1668.75 +

E 2351167.185 N 936843.876

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

R D

B -0

.d g n

D L E L

O G

A N C

R E

E K

N E

B R

A S

K A

O M

A H

A D

T R

H A

L L

S H

E E

T O

S O

O R

G L

O G

B-004

C F

Z S

C H

C F

Z S

C H

G A

A R

H A

L L

S H

E E

T O

S O

O R

G L

O G

B-004

C F

Z S

C H

G A

A R

C F

Z S

C H

A N

S I

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T P

H A

S E

R A

N D

O L P

N E

NOTE: BORING LEGEND, BORING NOTES, AND CLASSIFICATION OF SOILS ARE SHOWN ON SHEET B-001.

J U

L Y

W F

16451645

45 1645

16501650

1650 1650

165516551655

1655 1655

1655 1

N F

L O

U T

V C

P E

L E

S F

L I

V C

P E

L E

T O

P S

S M

H E

L E

60 1660

16601660

1660 1660

51665

1670 1670

B U

PROJECT CONTROL POINT IH-17-32A

PROJECT CONTROL POINT IH-17-32BSHOWN FOR ORIENTATION (ALL VF SHEETS)

AND ROADWAY CENTERLINES AND STATIONING

NEW MAIN CHANNEL, TRIBUTARY CHANNEL,

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

H R

O A

T H R

O A

C CP

N M

S t

S M

S t

B U

S D

O U

G L

A S S

N D

O U

G L

A S S

P P

E S

T A

N D F

O R P

A C

H A

V E

N U

H A

V E

N U

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

R D

V F .d g n

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T P

H A

S E

R A

N D

O L P

N E

D L E L

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A D

T R

200' 400'0

SCALE: 1" = 200'

CONTROL DATA:

NAME NORTHING

IH 17-32A

IH 17-32B

937301.230

937418.536

SURVEY NOTES

UNDERGROUND UTILITIES WERE LOCATED PREVIOUSLY BY A UTILITY LOCATION CONTRACTOR.7)

ALL UTILITIES WERE LOCATED BY SURFACE INDICATION ONLY.6)

COMBINED GRID FACTOR IS: 0.999699338.5)

CONTOUR INTERVAL IS 1 US SURVEY FOOT.4)

FIELD SURVEY DATE: APRIL 2019.

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

VERTICAL DATUM OF 1988 (NAVD 88). THEY ARE BASED ON CONTROL POINT IH 17-32 B.

ELEVATIONS ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH AMERICAN2)

NEBRASKA 2600. THEY ARE BASED ON CONTROL POINT IH 17-32 B.

AMERICAN DATUM OF 1983 (NAD 83) STATE PLANE COORDINATE SYSTEM FOR:

GRID COORDINATES ARE REFLECTED IN US SURVEY FEET AND REFER TO THE NORTH1)

A N

S I

W .C .D

A V

E N

P O

R T

O V

E R

A L L S

U R

V E

Y P

L A

VF100

D .B

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

O V

E R

A L L S

U R

V E

Y P

L A

VF100

D .B

K B

W .C .D

A V

E N

P O

R T

K B

OVERALL SURVEY PLAN

EASTING

2354815.532

2354356.077

W F

J U

L Y

DIDNT LINE UP WITH CULVERT

STORM LINE AS FLAGGED

FL 12" RCP ELEV = 1647.49

TOP PIPE ELEV = 1647.52 SCOREBOARD

N AND S FL 12" RCP ELEV = 1647.57

TOP OF NOTCHED OUT 12" RCP ELEV = 1648.57

TOP ST MH ELEV = 1651.74

TEETOR TOTTER

EQUIPMENT

PLAYGROUND

LADDER

EXCAVATOR

KIDS

TUBE

EQUIPMENT

PLAYGROUND

SLIDE

6" DIA.

EQUIPMENT

PLAYGROUND

VERTICAL = NAVD 88

STATE PLANE NAD 83, NE 2600 ZONE

ELEVATION = 1652.51

EASTING = 2354815.53

NORTHING = 937301.23

PROJECT CONTROL POINT IH-17-32A

TOP EAST RAILING ELEV = 1658.4

TOP WEST RAILING ELEV = 1658.3

LOW CHORD ELEV = 1653.0

DECK ELEV = 1654.9

BRIDGE INFORMATION:

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

BOX

SAND

G R

A V E L

16451645

E P

A R

K S t

E E

TOP SS MH ELEV= 1652.05 SFTOUT: 1652.0510-OUTS

10"

MONKEY BARS

C CP

3' VINYL FENCE

VINYL FENCE

3' VINYL FENCE

20' 40'0

SCALE: 1" = 20'

KEY PLAN

SCALE: 1" = 500'

ROADWAYS ARE SHOWN FOR ORIENTATION.

REALIGNMENT AND CENTERLINES OF NEW

CENTERLINE OF NEW MIDDLE LOGAN CREEK

NOTE:

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A R

M Y C

O R

P S O

F E

N G

E E

A H

N E

A P

O L A

V E

E N

U M

B E

E N

A M

R D

V F .d g n

F L

O O

D R

K M

A N

A G

E M

E N

T P

R O J E

C T P

H A

S E

R A

N D

O L P

N E

D L E L

O G

A N C

R E

E K

N E

B R

A S

K A

O M

A H

A D

T R

W .C .D

A V

E N

P O

R T

A R

E A

S U

R V

E Y P

L A

VF101

K B

W .C .D

A V

E N

P O

R T

W .C .D

A V

E N

P O

R T

A R

E A

S U

R V

E Y P

L A

VF101

K B

W .C .D

A V

E N

P O

R T

K B

W F

A N

S I

J U

L Y

TOP EAST GUARDRAIL ELEV = 1658.6

TOP WEST GUARDRAIL ELEV = 1658.7

WEST LOW CHORD ELEV = 1654.15

EAST LOW CHORD ELEV = 1654.1

DECK ELEV = 1656.3

BRIDGE INFORMATION:

ELEV = 1647.71

FL 30" RCP

ELEV = 1650.92

FL 12" RCP

INVERT ELEVATION=1651.813

DIAMETER=12"

MATERIAL=CMP

INVERT ELEVATION=1652.717

DIAMETER=12"

MATERIAL=CMP

S D

TOP ST MH APPROX. ELEV = 1653.2

N FL…

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 Jul 20, 2021.