Duluth Vessel Yard Plans.pdf

PDF 18 MB Posted Mar 15, 2021

Attached to: Duluth Vessel Yard Repairs Federal contract opportunity
Solicitation number: W911XK20B0017
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity issued by the U.S. Army Corps of Engineers Detroit District. The opportunity is for repairs to the Duluth Vessel Yard located in Duluth, Minnesota, with an estimated cost of construction between $5-10 million. Scope of work includes installing steel sheet pile along 583 lineal feet of the existing south pier to encapsulate it, constructing 194 drilled in place piles to support a reinforced concrete grade beam, targeted demolition of portions of the south pier, and placing new engineered fills, pier lighting, fendering and utilities. The solicitation is a firm-fixed price contract set aside 100% for small businesses under NAICS code 237990. Interested contractors must register in SAM and the solicitation package is available electronically on beta.sam.gov. No bidders list will be maintained during the solicitation period.

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Other files for this federal contract opportunity

Other files attached to Duluth Vessel Yard Repairs, newest first.
File	Type	Posted
Abstract of Bids (DVY) signed.pdf	PDF	Apr 29, 2021
W911XK20B0017 Solicitation Amendment 0001.pdf	PDF	Apr 14, 2021
W911XK20B0017 Solicitation.pdf	PDF	Mar 15, 2021
Duluth Vessel Yard Specifications.pdf	PDF	Mar 15, 2021

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...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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A N A of Engineers

US Army Corps

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

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W911XK20B0017

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DULUTH, MN

ST. LOUIS COUNTY

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TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH

LOCATION

PROJECT

INTERNATIONAL

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N A T I

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BOUNDARY

SCALE: 1" = 1000'

VESSEL YARD - VICINITY MAP

BASIN

HARBOR

DULUTH

NORTHERN SECTION

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VESSEL YARD

BRIDGE

AERIAL LIFT

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CENTER

CONVENTION

ENTERTAINMENT

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ALEXANDER L. JIMENEZ, P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

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FY20 VESSEL YARD REPAIRS

DULUTH-SUPERIOR HARBOR

SUPERIOR

LAKE

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LAKE

DULUTH

ENTRY

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AERIAL LIFT

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NORTHERN SECTION

VESSEL YARD - VICINITY MAP

SCALE: 1" = 500'

LOCATION

PROJECT

VESSEL YARD

CANADA

WISCONSIN

ILLNOIS

INDIANA

OHIO

MICHIGAN

MINNESOTA

LOCATION

PROJECT

CHICAGO

DETROIT

LANSING

GREEN BAY

DULUTH

SUPERIOR

MICHIGAN

LAKE

HURON

LAKE

BAY

GEORGIAN

LAKE

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LAKE SUPERIOR

LOCATION MAP

OF ENGINEERS

U.S. ARMY CORPS

DETROIT DISTRICT

CERTIFIED FINAL - READY TO ADVERTISE

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10 FEBRUARY 2021

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...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

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TITLE

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SCALE: 1"=1'

1. TITLE SPECIFIC NOTES

NOTE:

0 1' 2'6"

NOTES SPECIFIC TO THIS TITLE

IS BEING CALLED FROM

SHEET ID THE DETAIL OR SECTION

TITLE ITEM IS

LOCATION ON THE GRID THE

TITLE OF DETAIL, PLAN, SECTION

TEXT SCALE GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

DETAIL CALL OUT

SHEET ID, DETAIL IS ON

SECTION CALL OUT

GRID SPACE SECTION IS LOCATED

DIRECTION OF SECTION CUT

SHEET ID, SECTION IS ON

GRID SPACE DETAIL IS LOCATED

GI001

GENERAL NOTES - ALL SHEETS

GENERAL NOTES - C-101 THRU C-104

GENERAL NOTES - C-501 THRU C-506

G-001 COVER SHEET

GENERAL

GI001 SHEET INDEX, LEGEND & GENERAL NOTES

SURVEY/MAPPING

CIVIL

GI002 STANDARD ABBREVIATIONS

V-102 EXISTING CONDITIONS SOUTH PIER - EASTERLY END

V-103 EXISTING CONDITIONS SOUTH PIER - WESTERLY END

V-301 EXISTING CROSS SECTIONS

CD101 OVERALL DEMOLITION PLAN

CD102 SITE DEMOLITION PLAN SOUTH PIER - EASTERLY END

C-102 REQUIRED CIVIL PLAN SOUTH PIER - EASTERLY END

C-103 REQUIRED CIVIL PLAN SOUTH PIER - WESTERLY END

E-101 ELECTRICAL PLAN

E-110 LIGHTING PLAN

E-300 ELECTRICAL ONE LINE

E-500 ELECTRICAL DETAILS

ED101 EXISTING ELECTRICAL & DEMOLITION PLAN

ED300 ELECTRICAL ONE-LINE DEMOLITION PLAN

C-501 REQUIRED PILE CAP & SSP DETAILS

C-503 REQUIRED CONCRETE REINFORCEMENT & EXPANSION JOINT DETAILS

C-301 REQUIRED SOUTH PIER & GAUGE PIT PIPING EXTENSION SECTIONS

REAL ESTATE

RR101 REAL ESTATE PLAN

C-506 REQUIRED SSP LADDER DETAILS

C-502 REQUIRED LIGHT POLE FOUNDATION & MICROPILE HEAD DETAILS

DO NOT SCALE DRAWINGS.4.

NOT BE SHOWN ON SOME DETAILS FOR CLARITY PURPOSES.

SOME ANCILLARY ITEMS SUCH AS REINFORCEMENT, EMBEDMENTS ETC. MAY 3.

PERFORMING THE WORK.

IN THE FIELD IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR(S)

PRIOR TO PROCEEDING/CONTINUING WORK. IMPLEMENTATION OF THIS DESIGN

THIS DESIGN, THAT THE ENGINEER WILL BE CONTACTED FOR CLARIFICATION

CONTRACTOR(S) PERFORMING THE WORK ARE UNSURE OF ANY PORTION OF

EXPECTED THAT IF ANY PORTION OF THE DESIGN IS NOT CLEAR OR IF THE

THE PROPOSED DESIGN PRIOR TO THE COMMENCEMENT OF WORK. IT IS

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INTERPRET AND UNDERSTAND 2.

PROCEDURE.

CONSTRUCTION SHALL BE BASED ON THE MORE CONSERVATIVE INSTALLATION

DIFFER FROM THOSE SHOWN IN THE TYPICAL DETAILS. IN SUCH CASE,

ADDITIONALLY, MANUFACTURERS WRITTEN INSTALLATION PROCEDURES MAY

COMPLETION OF THEIR WORK, NOR ALLOW FOR ADDITIONAL COMPENSATION.

IN SITE CONDITIONS SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM THE

IN THE TYPICAL DETAIL. SLIGHT VARIATIONS FROM THE DETAIL ENCOUNTERED

THE WORK IN A MANNER CONSISTENT WITH THE SPIRIT OF, AND INTENT SHOWN

CONDITION, IN WHICH CASE THE CONTRACTOR IS RESPONSIBLE TO COMPLETE

TYPICAL DETAILS MAY NOT EXACTLY REPRESENT EVERY GIVEN SITE

WARRANTED IN A VARIETY OF SITUATIONS. CONDITIONS SHOWN IN THE

TYPICAL DETAILS ARE GENERAL IN NATURE AND THEIR USE MAY BE 1.

REFERENCE

SHEET 1 REPAIRS TO EXISTING PLAN (1948)

SHEET 2 REPAIRS TO EXISTING PLAN (1948)

SHEET 3 REPAIRS TO EXISTING PLAN (1948)

SHEET 4 REPAIRS TO EXISTING PLAN (1948)

A SURVEY BY USACE IN MARCH 2020.

THE INFORMATION DEPICTED ON THESE PLANS REPRESENTS THE RESULTS OF 9.

(2201), NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY FOOT.

STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION, NORTH ZONE

THE GRID COORDINATE SYSTEM SHOWN IS REFERENCED TO THE MINNESOTA 8.

ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC.

GREAT LAKES DATUM 1985 (IGLD 85) LOW WATER DATUM ELEVATION 601.1 FEET

ALL ELEVATIONS ARE IN US FEET AND ARE REFERENCED TO INTERNATIONAL 7.

TO THE CONTRACTOR.

CONSTRUCTION EQUIPMENT OR STORAGE OF EQUIPMENT IS AT THE SOLE RISK

STATE OF MINNESOTA. TRAFFICKING OF THE BREAKWATER STRUCTURE WITH

LOAD INCLUDED SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE

SUBMIT A STRUCTURAL ANALYSIS OF THE STRUCTURE WITH THE PROPOSED

THAN A TYPICAL AASHTO PEDESTRIAN LOADING, THE CONTRACTOR SHALL

DESIGN. IF THE CONTRACTOR REQUIRES AN EQUIPMENT LOADING GREATER

STRUCTURE, A CONSTRUCTION SURCHARGE LOAD WAS NOT INCLUDED IN THIS

DUE TO THE EXISTING DETERIORATED CONDITION OF THE EXISTING PIER 5.

OPTION 2: PORTION OF SOUTH SIDE OF SOUTH PIER WHERE SHOWN.

SOUTH SIDE OF SOUTH PIER WHERE SHOWN.

OPTION 1: REMAINING PORTION OF WEST SIDE OF SOUTH PIER AND PORTION OF

NORTH PIER WHERE SHOWN.

BASE CONTRACT: SOUTH SIDE OF NORTH PIER AND PORTION OF WEST SIDE OF 4.

SSP CLOSURES ARE CONSTRUCTED.

MORE, THE CONTRACTOR SHALL ENSURE THE PROJECT SITE IS SECURE AND

WORK WILL BE HALTED FOR A PERIOD OF THIRTY (30) CALENDAR DAYS OR

AT THE END OF EACH CONSTRUCTION SEASON, WINTER SHUT DOWN OR IF 3.

DRAWINGS AS "AS REQ'D" OR "PROPOSED".

ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED IN THE PROJECT 2.

FOR THE INSTALLATION OF NEW MOORING BOLLARDS.

CRUSHED AGGREGATE FILL AND COVERED WITH A NEW PILE CAP TO ALLOW

OF THE EXISTING PIER STRUCTURE. THE SSP WALLS WILL BE BACKFILLED WITH

THE INSTALLATION OF STEEL SHEET PILE (SSP) WALLS TO ENCLOSE EACH SIDE

REMOVAL OF PORTIONS OF THE EXISTING CONCRETE PIER STRUCTURE AND

THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF, BUT IS NOT LIMITED TO, 1.

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V-501 EXISTING NOAA GAUGE PIT DETAILS

RECOMMENDATIONS.

UP PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS

COATING HAS BEEN DAMAGED DUE TO CONSTRUCTION OPERATIONS. TOUCH

CONTRACTOR RESPONSIBLE FOR THE TOUCH-UP OF AREAS OF SSP WHERE THE 16

TWELVE (12) FEET BELOW THE DESIGN LWD (EL. -12 FT. LWD).

EXTEND FROM THE DESIGN TOP OF THE SSP DOWN TO AN ELEVATION OF

THE COATING SHALL BE APPLIED TO THE VISIBLE SIDE OF THE SSP ONLY AND 15.

PREPARATION REQUIREMENTS).

MANUFACTURER’S RECOMMENDATIONS (INCLUDING ALL APPLICABLE SURFACE

THE COATING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE COATING 14.

BE A MINIMUM OF 20 MILS IN FINISHED THICKNESS AFTER APPLICATION.

PROJECT SITE. THE COATING SHALL CONSIST OF A ONE COAT APPLICATION AND

THE SSP FOR THIS PROJECT SHALL BE PRECOATED PRIOR TO DELIVERY TO THE 13.

ACCORDANCE WITH THE AFOREMENTIONED ACI REFERENCE.

THE SUBJECT PROJECT, THEIR APPLICATION AND USAGE SHALL ALSO BE IN

GUIDE TO CURING CONCRETE. IF CURING COMPOUNDS ARE TO BE USED ON

CONCRETE CURING SHALL BE PERFORMED IN ACCORDANCE WITH ACI 308R - 12.

REINFORCEMENT IN THE DESIGN LOCATIONS DURING PLACEMENT.

CONTRACTOR SHALL USE BOLSTERS/CHAIRS AS REQUIRED TO MAINTAIN 11.

CURRENT EDITION OF ACI PUBLICATION NO. 309.

CONSOLIDATE CONCRETE USING INTERNAL VIBRATORS PER THE MOST 10.

AND COMMENT.

DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW

REINFORCING SIZE, LENGTH, LOCATION SHAPE AND SPACING. THESE

THE RECOMMENDED PRACTICE OF ACI PUBLICATION NO. 315 WHILE INDICATING

GRADE BEAMS AND PILE CAPS SHALL PROVIDE SHOP DRAWINGS FOLLOWING

CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE CONCRETE 9.

CURRENT ACI CODE IN EFFECT AT THE TIME OF CONSTRUCTION.

TENSION LAP SPLICE LENGTH FOR REINFORCING BARS SHALL BE PER THE MOST 8.

BETWEEN SUPPORT AND AT 1/3 OF SPAN, UNLESS OTHERWISE NOTED.

SPLICES WITHIN THE MIDDLE HALF OF SPAN AND BOTTOM BAR SPLICES

NOTED. STAGGER ALL SPLICES A MINIMUM OF 4'-0". LOCATE THE TOP BAR

STEEL ONLY WHEN UNAVOIDABLE DUE TO STOCK LENGTHS UNLESS OTHERWISE

WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS, SPLICE REINFORCING 7.

MILL CERTIFICATES SHALL BE REQUIRED FOR ALL REINFORCING STEEL.6.

IN-PLACE INSPECTION OCCURS.

SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. ALL BARS 5.

MINIMUM AIR ENTRAINMENT SHALL BE 6%.

CONCRETE EXPOSED TO WEATHER OR FREEZING SHALL BE AIR-ENTRAINED. 4.

COMPRESSIVE STRENGTH OF 4000 PSI.

CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A 28 DAY 3.

CONCRETE", ACI PUBLICATIONS NOS. 315 AND 318.

INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL

SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE

DETAILING, FABRICATION AND PLACEMENT OF CONCRETE CONSTRUCTION 2.

APPLIED TRANSVERSELY TO THE DIRECTION OF TRAVEL.

A BROOM FINISH WITH A TEXTURE OF PLUS OR MINUS ONE-EIGHTH (+/- 1/8) INCH

FINISHES THAT ARE EXPOSED, AND SUBJECT TO, FOOT TRAFFIC SHALL RECEIVE 1.

ELECTRICAL

V-101 OVERALL EXISTING CONDITIONS

CD103 SITE DEMOLITION PLAN SOUTH PIER - WESTERLY END

CD301 SITE DEMOLITION CROSS SECTIONS

C-101 REQUIRED OVERALL SITE PLAN

C-504 REQUIRED FENDERING & SCUPPER DETAILS

C-505 REQUIRED BOLLARD DETAILS

C-507 REQUIRED FLUME DETAILS

C-508 REQUIRED FLUME DETAILS

CONSISTENT WITH THE INTENT SHOWN ON THESE DESIGN DRAWINGS.

RESPONSIBLE FOR CONSTRUCTING A COMPLETE AND FUNCTIONING SYSTEM

WARRANTING ADDITIONAL COMPENSATION. THE CONTRACTOR IS

TO THE DESIGN SHOWN HEREIN DOES NOT CONSTITUTE A CHANGE

ORDER TO MEET THE INTENT (AND SPIRIT OF) THE DESIGN. MODIFICATIONS

SHOWN HEREIN WILL BE REQUIRED ON THE PART OF THE CONTRACTOR IN

THE CONTRACTOR SHALL BE AWARE THAT ADJUSTMENTS TO THE DESIGN 3.

CONDITIONS ENCOUNTERED AT THE PROJECT SITE.

COORDINATION WITH USACE) WILL BE PERMITTED BASED ON THE

IMPROVEMENTS. SLIGHT MODIFICATIONS IN THE DESIGN (WITH

THE FIELD AS WELL AS THE AS- BUILT LOCATION OF THE PROPOSED

BE HIGHLY DEPENDENT UPON EXISTING SITE CONDITIONS ENCOUNTERED IN

COMPLETED HAS BEEN PRESENTED HEREIN AND ITS CONSTRUCTION WILL

NOTE THAT THE GENERAL INTENT OF THE DESIGN REQUIRED TO BE 2.

RESPONSIBILITY OF THE CONTRACTOR(S) PERFORMING THE WORK.

IMPLEMENTATION OF THIS DESIGN IN THE FIELD IS THE SOLE

CLARIFICATION PRIOR TO PROCEEDING/CONTINUING WORK.

PORTION OF THIS DESIGN, THAT THE ENGINEER WILL BE CONTACTED FOR

THE CONTRACTOR(S) PERFORMING THE WORK ARE UNSURE OF ANY

IT IS EXPECTED THAT IF ANY PORTION OF THE DESIGN IS NOT CLEAR OR IF

THE PROPOSED FLUME DESIGN PRIOR TO THE COMMENCEMENT OF WORK.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO INTERPRET AND UNDERSTAND 1.

GENERAL NOTES - C-507 & C-508

CERTIFIED FINAL - READY TO ADVERTISE

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ABBREVIATIONS

COURSE(S)CRS

CROSS GRAINCRG

CORROSIVE RESISTANT STEELCRES

CIRCUMFERENCECRCMF

CARPETCPT

COMPRESSIBLECPRS

COVERCOV

CORRIDORCORR

CONTRACTORCONTR

CONTINUE CONT

CONSTRUCTIONCONSTR

CONNECTCONN

CONCRETECONC

COMPARTMENTCOMPT

COMBUSTIONCOMB

COMMONCOM

COLUMNCOL

CARBON DIOXIDECO2

CLEANOUTCO

COUNTERCNTR

CORNERCNR

CONDUCTIVE NEOPRENE LATEXCNL

CONDUITCND

CONCRETE MASONRY UNITCMU

COMPOSITECMPST

CORRUGATED METAL PIPECMP

CENTIMETER(S)cm

CLEAR WIRED GLASSCLWG

CLEAR(ANCE)CLR

CLOSURECLOS

CLOSETCLO

CONTRACT LIMIT LINECLL

CLEAR GLASSCLGL

CEILING HEIGHTCLG HT

CEILINGCLG

CENTER LINECL

CIRCUIT BREAKERCKT BRKR

CIRCUITCKT

CONSTRUCTION JOINTCJ

CONTROL JOINTCJ

CIRCULARCIRC

CAST-IN-PLACECIP

CURB INLETCI

CAST IRONCI

CHROME PLATEDCHR PL

CHECKCHK

CHIMNEYCHIM

CHAMFERCHFR

CHALKBOARDCH BD

CORNER GUARDCG

CUBIC FEET PER MINUTECFM

COUNTERFLASHINGCFLG

CONDUCTIVE FLOORINGCFI

CERAMICCER

CEMENT PLASTERCEM PLAS

CEMENTCEM

COVER ELEVATIONCE

CLOSED CIRCUIT TELEVISIONCCTV

CUBICLE CURTAIN TRACKCCT

CATCH BASINCB

CAPACITYCAP

CABINETCAB

BOTH WAYSBW

BUILT-UP ROOFINGBUR

BETWEENBTWN

BTU PER HOURBtuH

BRITISH THERMAL UNITBtu

BASEMENTBSMT

BOTH SIDESBS

BRONZEBRZ

BRACKETBRKT

BRICKBRK

BEARING PLATEBRG PL

BEARINGBRG

BRIDGINGBRDG

BRACINGBRCG

BACK PLASTER(ED)BP

BOTTOMBOT

BOTTOM OFBO

BENCHMARKBM

BELOWBLW

BUILDINGBLDG

BUILDING LINEBL

BED JOINTBJT

BITUMINOUSBITUM

BEVELBEV

BRICK EXPANSION JOINTBEJ

BOUNDARYBDRY

BOARDBD

BOOKCASEBC

BULLETIN BOARDBB

ACOUSTICAL WALL TREATMENTAWT

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AUTOMATICAUTO

ACOUSTICAL TILE CEILINGATC

ASPHALTASPH

ABOVE SUSPENDED CEILINGASC

ASBESTOSASB

AMERICAN REFRIGERATION INSTITUTEARI

ARCHITECTARCH

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ANODIZEANOD

AMPEREAMP

AMBIENTAMB

ALUMINUMALUM

ALTERNATEALT

ACTIVE LEAFA.L.

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

AMPERE INTERRUPTING CAPACITYAIC

AREA INLETAI

AIR HANDLING UNITAHU

ANCHOR AHR

AGGREGATEAGGR

ABOVE FINISHED FLOORAFF

AUTOMATIC DOOR OPERATORADO

ADJACENT, ADJOINING, ADJUSTABLEADJ

ADHESIVEADH

ADDENDUMADDM

ACOUSTICAL CEILING TILEACT

ACOUSTICACST

ALUMINUM CABLE STEEL REINFORCEDACSR

ACCESS PANELACS PNL

ACCESS DOORACS DR

ACRYLIC PLASTICACR

AMERICAN CONCRETE INSTITUTEACI

ACCESSIBLEACC

ALTERNATING CURRENTAC

ABOVEABV

ANCHOR BOLTAB

AIR CONDITIONING UNITA/C UNIT

AIR CONDITIONINGA/C

ANGLEL

FRAMINGFRMG

FORGEDFRG

FRAMEFR

FIRE RESISTANT FR

FEET PER MINUTEFPM

FIREPROOFFP

FIRE PARTITIONFP

FACE OF STUDFOS

FACE OF MASONRYFOM

FACE OF FINISHFOF

FACE OF CONCRETEFOC

FENCEFN

FLUORESCENTFLUOR

FLOOR PLATEFLR PL

FLOORINGFLG

FLEXIBLEFLEX

FLOORFLR

FLASHINGFLASH

FLUSH JOINTFJT

FIXTUREFIXT

FINISH FLOORFIN FLR

FINISHFIN

FIGUREFIG

FLAT HEAD WOOD SCREWFHWS

FIRE HOSE STATIONFHS

FIRE HOSE RACKFHR

FLAT HEAD MACHINE SCREWFHMS

FIRE HOSE CABINETFHC

FLAT HEADFH

FIRE HYDRANTFH

FIBERGLASSFGL

FACTORY FINISHFF

FIRE EXTINGUISHER CABINETFEC

FIRE EXTINGUISHER BRACKETFEB

FIRE EXTINGUISHERFE

FOUNDATIONFDTN

FIRE DAMPERFDMPR

FLOOR DRAINFD

FAN COIL UNITFCU

FLOOR CLEANOUTFCO

FLOOR CONSTRUCTION JOINTFCJ

FACINGFCG

FACE BRICKFC BRK

FOOT CANDLEFC

FIRE BRICKF BRK

FRESH AIR INTAKEFAI

FIRE APPARATUS CLOSETFAC

FRESH AIRFA

FIRE ALARMFA

FAHRENHEITF

EXTERIOREXT

EXPANSION BOLTEXP BT

EXPOSEDEXP

EXPANSIONEXP

EXISTINGEXST

EXHAUST AIREXH A

EXHAUSTEXH

EXCAVATEEXC

ENTERING WATER TEMPERATUREEWT

ELECTRIC WATER COOLEREWC

ESTIMATE(D)EST

ESCALATORESCAL

EQUIPMENTEQUIP

EQUALEQ

EPOXY COATINGEPY

EXPLOSION PROOFEPRF

ELECTRICAL PANELBOARDEP

ENTRANCE, ENTERINGENTR

ENCLOSE(URE)ENCL

EMERGENCYEMER

ESTIMATED MAXIMUM DEMANDEMD

EXPANDED METAL EM

ELECTRICELEC

ELEVATION - GRADE OR BUILDINGEL

EXPANSION JOINTEJ

EACH FACEEF

ENTERING AIR TEMPERATUREEAT

EACHEA

EASTE

DIRECT EXPANSIONDX

DUMBWAITERDWTR

DRAWERDWR

DOWELSDWLS

DRAWINGDWG

DOVETAIL DVTL

DRAIN TILEDT

DOWNSPOUTDS

DOUBLE STRENGTH (GLASS)DS

DOOR CLOSERDR CL

DRAINBOARDDRB

DRAINDR

DOORDR

DOWNDN

DEMOUNTABLEDMT

DAMPERDMPR

DAMPPROOFINGDMPF

DEAD LOADDL

DIVISIONDIV

DISTRIBUTION PANELDISTR PNL

DISPENSERDISP

DISCONNECTDISC

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DUCT HEATERDH

DOUBLE HUNGDH

DRINKING FOUNTAINDF

DETAILDET

DEPARTMENTDEPT

DEPRESSIONDEPR

DEMOLITIONDEMO

DEGREEDEG

DUMMY CONTROL JOINTDCJT

DOWELED CONTROL JOINTDCJ

DOUBLE ACTING DOORDBL ACT DR

DOUBLEDBL

DRY BULBDB

DATUMDAT

PENNY (AS IN NAIL - 10D)d

CYLINDERCYL

COLD WATERCW

CONDUCTIVE VINYL HOMOGENEOUS (SHEET TYPE)CVH

CEILING VENTCV

CUBIC YARDSCU YD

CABINET UNIT HEATERCUH

CUBIC FEETCU FT

COPPERCu

CONDENSING UNITCU

CENTERCTR

CENTER TO CENTERC TO C

CURRENT TRANSFORMERCT

CERAMIC TILECT

CASEMENTCSMT

COUNTERSUNKCSK

CAST STONECS

YARD DRAINYD

YARDYD

TRANSFORMERXFMR

WELDED WIRE REINFORCEMENTWWR

WELDED WIRE MESHWWM

WELDED WIRE FABRICWWF

WALL TO WALLW/W

WIDTHWTH

WEIGHTWT

WAINSCOTWSCT

WASTE STACKW.S.

WATERSTOPWS

WARDROBEWRB

WASTE RECEPTACLEWR

WORKING POINTWP

WEATHERPROOFWP

WATERPROOF(ING)WP

WITHOUTW/O

WIRE MESHWM

WORK SHOPWKSH

WROUGHT IRONWI

WATT-HOUR METERWHM

WHEEL BUMPERWHB

WATER HEATERWH

WALL HUNGWH

WIRED GLASSWGL

WIDE FLANGEWF

WINDOWWDW

WASTE DISPOSERWDSP

WOOD DOORWD

WOODWD

WOOD-CASED OPENINGWCO

WHEELCHAIRW/C

WATER CLOSETWC

WOOD BLOCKINGWBL

WET BULBWB

WITHW/

WESTW

VINYL WALL COVERINGVWC

VENT THRU ROOFVTR

VOLTAGE TRANSFORMERV.T.

VENT STACKVS

VERMICULITEVRM

VAPOR RETARDERVR

VOLUMEVOL

VENEERVNR

V-JOINT(ED)VJ

VINYL HOMOGENEOUSVH

VERTICAL GRAINVG

VINYL FABRICVF

VESTIBULEVEST

VERTICALVERT

VENTILATOR(TION)VENT

VAULT DOORVD

VITRIFIED CLAY TILEVCT

VINYL COMPOSITION TILEVCT

VINYL BASEVB

VARNISHVAR

VOLTV

UNIT VENTILATORUV

UTILITYUTIL

URINALUR

UNINTERRUPTABLE POWER SUPPLYUPS

UNFINISHEDUNFIN

UNEXCAVATEDUNEX

UNDERWRITERS LABORATORIESUL

UNIT HEATERUH

UNDERGROUNDUGND

UNIT COOLERUC

TYPICALTYP

TELEVISIONTV

THERMOSTATTSTAT

TRANSVERSETRANS

TRANSOMTRANS

TOILET PARTITIONTPTN

TOILET PAPER DISPENSERTPD

TOP OF WALLTOW

TOP OF STEELTOS

TOP OF SLABTOS

TOPOGRAPHYTOPO

TOLERANCETOL

TOP OFTO

TACKSTRIPTKS

TACKBOARDTK BD

THRESHOLDTHRES

THICK(NESS)THK

TRUSS HEADTH

TOGGLETGL

TONGUE AND GROOVET&G

TERMINALTERM

TERRAZZOTER

TEMPORARYTEMP

TEMPERATURETEMP

TELEPHONETEL

TERRA COTTATC

TOWEL BARTB

TANGENTTAN

TREADT

SYSTEMSYS

SYNTHETICSYNTH

SYMMETRICALSYMM

SWITCHBOARDSWBD

SWITCHSW

SHEET VINYL SV

SUSPENDEDSUSP

SUBFLOORSUB FL

STAIRWAYSTWY

STRUCTURALSTRUCT

STRINGERSTR

STATIC PRESSUREST PR

STORAGESTOR

STEELSTL

SEATINGSTG

STANDARDSTD

STATIONSTA

STAINLESS STEELSST

STANDING SEAM (ROOF)SS

SERVICE SINKSS

SHELF AND RODS&R

SQUARE HEADSQHD

SQUARESQ

SPEAKERSPKR

SPACE HEATERSPH

SPECIAL FINISHSP FIN

SOUNDPROOFSPF

SPECIFICATIONSPEC

SOUNDPROOF DOORSPD

SPECIALSPCL

SPACERSPC

SHUT OFF VALVESOV

SHEET METAL SCREWSSMS

SHEET METALSM

SLEEVESLV

SEALANTSLNT

SKYLIGHTSKLT

STEEL JOIST INSTITUTESJI

SIMILARSIM

SHELVINGSHV

SHEATHINGSHTHG

SHEETSHT

SHOULDERSHLDR

SHEET GLASSSG

STRUCTURAL FACING UNITSFU

STRUCTURAL FACING TILE UNITSFTU

SAFETY GLASSSFGL

SEQUENCESEQ

SECTIONSECT

STEEL DOOR INSTITUTESDI

STORM DRAINSD

STRUCTURAL CLAY TILESCT

SCREENSCRN

SCHEDULESCHED

SOLID CORESC

SECURITY BARSS.B.

SPLASH BLOCKSB

SUPPLY AIRSA

SOUTHS

RAINWATER CONDUCTORRWC

RIVETRVT

REVERSERVS

RUBBER TILE FLOORRTF

RAISED PATTERN RUBBER TILERPRT

REVOLUTIONS PER MINUTERPM

RETRACTABLE PARTITIONRP

RIGHT OF WAYROW

ROUGH OPENINGRO

ROUNDRND

ROOMRM

RAILINGRLG

RACKRK

ROOF HATCHRH

RIGHT HANDRH

RELATIVE HUMIDITYRH

ROOFINGRFG

REVISIONREV

RETURNRET

RESILIENTRESIL

REQUIREDREQD

REMOVE(ABLE)REM

REINFORCEREINF

REGLETREG

REGISTERREG

REFRIGERATIONREFR

REFLECTREFL

REFERENCEREF

RECTIFIERRECT

RECREATION ROOMREC ROOM

RECEPTACLERECPT

RIGID INSULATIONRDG INS

ROOF DRAINRD

RECEIVERRCVR

REINFORCED CONCRETE PIPERCP

REMOTE CONTROLRC

RUBBERRBR

RUBBLE STONERBL

RUBBER BASE, RESILIENT BASERB

RETURN AIR REGISTERRAR

RETURN AIR GRILLERA GR

RABBETEDRAB

RETURN AIRRA

RISERR

RANGER

RADIUSR

QUANTITYQTY

QUARTER ROUND1/4 RND

QUARTERQTR

QUARTQT.

QUARRY TILEQT

PASS WINDOWPW

PAVINGPVG

POLYVINYL CHLORIDEPVC

PAVEDPV

PAPER TOWEL RECEPTACLEPTR

PARTITIONPTN

PAPER TOWEL DISPENSERPTD

POST-TENSIONED CONCRETEPT CONC

POINTPT.

PNEUMATIC TUBEPT

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE FOOTPSF

PRESTRESSED CONCRETEPS CONC

PRESSED STEELP.S.

PIPE SPACEPS

PRESSURE-REGULATING VALVEPRV

PROJECTPROJ

PARKINGPRKG

PREFORMEDPREFMD

PREFINISHEDPREFIN

PREFABRICATE(D)PREFAB

PAIRPR

PARTS PER MILLIONPPM

POLISHED PLATE GLASSPPGL

PORTABLEPORT

PORCELAINPORC

POLISHEDPOL

PAINT(ED)PT

PANELPNL

PLYWOODPLYWD

PLATE GLASSPL GL

PILINGPLG

POUNDS PER LINEAR FOOTPLF

PLUMBINGPLBG

PLATFORMPLAT

PLASTERPLAS

PLASTIC LAMINATEPLAM

PROPERTY LINEPL

PLATEPL

POST INDICATING VALVEPIV

PREFAB ISOLATION POWER UNITPIPU

POINT OF INTERSECTIONPI

PHARMACYPHAR

PHASEPH

PERIMETERPERIM

PERFORATE(D)PERF

PEDESTALPED

PAVEMENT DRAINPD

CEMENT PLASTER (PORTLAND)PCP

POUNDS PER CUBIC FOOTPCF

PRECAST CONCRETEPCC

PIECEPC

PUSH BUTTON STATIONPBS

PARTICLE BOARDPBD

PANIC BARPB

PARALLELPAR

PUBLIC ADDRESSPA

POLEP

OBSCURE WIRED GLASSOWGL

OUTSIDE SCREW AND YOKEOS & Y

OPERATIONSOPS

OPAQUEOPQ

OPPOSITEOPP

OPENINGOPNG

OPPOSITE HANDOPH

OVALHEAD WOOD SCREWOHWS

OVALHEAD MACHINE SCREWOHMS

OVERHEADOH

OBSCURE GLASSOGL

OFFICEOFC

OUTSIDE DIAMETEROD

ON CENTER EACH WAYOCEW

ON CENTEROC

OBSERVATION WINDOWOBW

OBSCUREOBSC

OUTSIDE AIROA

NOT TO SCALENTS

NOT REQUIREDN’’REQD

NOISE REDUCTION COEFFICIENTNRC

NOISE REDUCTIONNR

NOMINALNOM

NUMBERNO

NORMALLY OPENNO

NONMETALLICNM

NEOPRENE LATEXN.L.

NAILABLENL

NOT IN CONTRACTNIC

NICKELNi

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORMALLY CLOSEDNC

NATURALNAT

NORTHN

MULLIONMULL

MOVABLEMVBL

METALMTL

METAL FURRINGMTFR

MOUNTEDMTD

MOUNTMT

METAL THRESHOLDMT

MACHINE SCREWSMS

METAL ROOF DECKINGMRD

MARBLE BASEMRB

MOP RECEPTORMR

MOVABLE PARTITIONMP

MOTORMOT

MODIFIEDMOD.

MODULARMOD

MASONRY OPENINGMO

MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC

MILLIMETER(S)mm

MILLWORKMLWK

MOULDINGMLDG

MONOLITHICML

METAL LATHML

MISCELLANEOUSMISC

MIRRORMIRR

MINIMUMMIN

MALLEABLE IRONMI

MANHOLEMH

MATTE-GLAZED TILEMGT

MOTOR GENERATORMG

MANUFACTURERMFR

MANUFACTURINGMFG

METAL FLOOR DECKINGMFD

METAL EDGE STRIPMES

MEMBRANEMEMB

MEDIUMMED

MECHANICAL ROOMMECH RM

MECHANICALMECH

METAL DIVIDER STRIPMDS

METAL-CASED OPENINGMCO

MASONRY CONTROL JOINTMCJ

MEDICINE CABINETMC

MEMBERMBR

MACHINE BOLTSMB

MAXIMUMMAX

MATERIAL(S)MATL

MASONRYMAS

MACHINEMACH

MATCHED AND BEADEDM&B

METER(S)m

LEAVING WATER TEMPERATURELWT

LIGHTWEIGHT CONCRETELWC

LOUVERLVR

LIGHTNINGLTNG

LIGHTINGLTG

LIGHTWEIGHTLT WT

LIGHTLT

LAWN SPRINKLERLS

LIVING ROOMLR

LOW POINTLPT

LIGHTPROOF LOUVERLPL

LIGHTPROOF DOORLPD

LIGHTPROOFLP

LONGITUDINALLONG

LINTELLNTL

LIMESTONELMST

LUMENLM

LEAD-LINED DOORLLD

LIVE LOADLL

LOCKERLKR

LINEARLIN

LEFT HAND(ED)LH

LENGTHLG

LOADINGLDG

LOADLD

LIGHT CONTROLLC

LUMBERLBR

LABELLBL

POUNDLB

LAG BOLTLB

LAVATORYLAV

LAUNDRYLAU

LEAVING AIR TEMPERATURELAT

LAMINATELAM

LADDERLAD

LABORATORYLAB

KEYWAYKWY

KILOWATTkW

KILOVOLT AMPERES REACTIVEkVAR

KILOVOLT AMPERESkVA

KILOVOLTSkV

KILOMETERkm

KICKPLATEKPL

KNOCKOUT PANELKOP

KITCHENKIT

KILOPOUND (1000 POUNDS)KIP

JOINTJT

JOISTJST

JUNCTIONJCT

JUNCTION BOXJ-BOX

JANITOR’S CLOSETJAN CLO

INSIDE PIPE SIZEI.P.S.

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

INTERMEDIATEINTM

INTERIORINT

INSULATIONINSUL

INSULATING FILLINSF

INCLUDEDINCL

INCINERATORINCIN

INCHIN

INTERLOCKILK

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICAIESNA

INSIDE DIAMETERID

INTERCOMIC

HERTZHz

HYDRAULICHYDR

HEATING, VENTILATING AND AIR CONDITIONINGHVAC

HEATERHTR

HEATINGHTG

HEIGHTHT

HOUSEKEEPINGHSKPG

HIGH-STRENGTH GYPSUM PLASTERHSGYP

HIGH STRENGTHHS

HOURHR

HIGH POINTHPT

HORSEPOWERHP

HIGH PRESSUREHP

HORIZONTALHORIZ

HANDRAILHNDRL

HOLLOW METALHM

HOOK(S)HK

HANDHOLEHH

HEXAGONHEX

HIGH EARLY-STRENGTH CEMENTHES

HARDWOODHDWD

HARDWAREHDW

HEADERHDR

HEAD JOINTHD JT

HARDBOARDHDBD

HEAVY DUTYHD

HEADHD

HANDICAPPEDHCP

HALON CONTAINMENT DAMPERHCD

HOLLOW COREHC

HOSE BIBBHB

GYPSUM PLASTERGYP PLAS

GYPSUM BOARDGYP BD

GYPSUMGYP

GLAZED WALL TILEGWT

GROUTGT

GLAZED STRUCTURAL UNITSGSU

GLAZED STRUCTURAL TILEGST

GRATINGGRTG

GRADE LINEGR LN

GRANITEGRAN

GYPSUM TILEGPT

GALLONS PER MINUTEGPM

GOVERNMENTGOVT

GROUNDG

GLAZED CONCRETE MASONRY UNITSGLZ CMU

GLAZINGGLZ

GLASS FIBERGLF

GLASS BLOCKGL BLK

GLASSGL

GASKET(ED)GKT

GALVANIZED IRON PIPEGIP

GALVANIZED IRONGI

GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI

GOVERNMENT-FURNISHED EQUIPMENTGFE

GROUND FAULT CIRCUIT INTERRUPTERGFCI

GROUND FACEGF

GENERALGEN

GENERAL CONTRACTORGC

GRAB BARGB

GALVANIZED STEELGALV STL

GALVANIZEDGALV

GALLON(S)GAL

GAGEGA

NATURAL GASG

FABRIC WALL COVERINGFWC

FIRE WATERFW

FUTUREFUT

FURRINGFURG

FOOTINGFTG

FEETFT

FASTEN(ER)FSTNR

FULL SIZEFS

FIRE-RETARDANTFRT

GI002

S T

A N

D A

R D A

B B

R E

N S

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

BORING LOCATION & NUMBER (TYP.)

LIGHTPOLE

EXISTING

CONCRETE WALL

EXISTING 2 FT. HIGH

CONC. WALL

CONDUIT ON

ELECTRICAL

EXISTING 2-1/2"

(TYP.)

BOLLARD

MOORING

EXISTING

LIGHTPOLE

EXISTING LIGHTPOLE

EXISTING

WALL

HIGH CONCRETE

EXISTING 2 FT.

BARBED WIRE

CHAIN LINK FENCE W/

EXISTING 6 FT. HIGH

ON POST

ELECTRICAL BOX

EXISTING

EXISTING CONC. WALK

CONCRETE

EXISTING RAISED

BARBED WIRE

CHAIN LINK FENCE W/

EXISTING 6 FT. HIGH

(TYP.)

BOLLARD

MOORING

EXISTING

BUMPER POSTS

EXISTING

GENERATOR

ELECTRICAL

EXISTING

BUMPER POST

EXISTING

ANTENNA

STEEL

EXISTING

STOP SIGN

EXISTING

CONCRETE

EXISTING RAISED

(TYP.)

BOLLARD

MOORING

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

PIT

EXISTING NOAA GAUGE

PROP

DECORATIVE

EXISTING

BUMPER POST

EXISTING

LOCATION)

(APPROX.

ELEC. CONDUIT

UNDERGROUND

EXISTING

LOCATION)

(APPROX.

ELEC. CONDUIT

UNDERGROUND

EXISTING

SHEET PILE WALL

EXISTING STEEL

SWING GATE

CHAIN-LINK

EXISTING

FENCE

CHAIN-LINK

HIGH

EXISTING 4'

EXISTING FENCE

SHEET PILE WALL

EXISTING STEEL

(TYP.)

BOLLARD

MOORING

EXISTING

CONC. WALL

CONDUIT ON

ELECTRICAL

EXISTING 2-1/2"

CONCRETE

THROUGH RAISED

DRAIN HOLE

EXISTING 12" x 6"

CONCRETE

THROUGH RAISED

DRAIN HOLE

EXISTING 12" x 6"

CONCRETE

RAISED

THROUGH

DRAIN HOLE

EXISTING 12" x 6"

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:09:58 AM 2/11/2021

...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

D L

V S

L Y

A R

V -1

.d g n

OVERALL EXISTING CONDITIONS

SCALE: 1= 20'

20' 40'0

BASIN

HARBOR

DULUTH

D E

T R

V-101

PROPERTY BOUNDARY

P R

O P

E R

T Y B

O U

N D

A R

NP-001-2018

NP-002-2018

NP-003-2018

SP-001-2018-1

SP-001-2018-2

SP-001-2018-3

SP-002-2018 SP-003-2018

BORING ID NORTHING EASTING

NP-001-2018 430,219.8 2,876,766.9

2,876,945.1430,295.9

2,877,113.8430,364.5

2,876,804.9430,017.7

2,876,803.5430,023.5

2,876,794.1430,022.7

2,877,002.2430,117.6SP-002-2018

2,877,175.8430,198.4SP-003-2018

NP-002-2018

NP-003-2018

SP-001-2018-1

SP-001-2018-2

SP-001-2018-3

BORING DEPTH

73.5 FT.

63.0 FT.

59.5 FT.

25.0 FT.

29.5 FT.

70.5 FT.

71.5 FT.

64.0 FT.

BORING TABLE

H A R

B O

R L

99 90 FOR FURTHER INFORMATION)

(REFER TO SPECIFICATION SECTION 01

99 90 FOR FURTHER INFORMATION)

(REFER TO SPECIFICATION SECTION 01

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

O V

E R

A L L E

G C

O N

N S

CONCRETE

EXISTING

CONCRETE

EXISTING

BUILDING

RESIDENTIAL

MASONRY

2-STORY

EXISTING

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

EXISTING CONC. WALK

CONC.

EXISTING

CONC.

EXISTING

CONC.

STING

EXI

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

BUILDING

WAREHOUSE

METAL FRAME

1-STORY

EXISTING

C O

N C

E X

CONC.

STING

EXI

CONC.

EXISTING

CONC.

EXISTING

EXISTING BLDG.

CONC.

STING

EXI

CONCRETE

EXISTING

CONCRETE

EXISTING

CONC.

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

AREA

STORAGE

GRAVEL

EXISTING

AREA

STORAGE

GRAVEL

EXISTING

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

V-103

V-102

FLAG POLE

EXISTING

STOP SIGN

EXISTING

(TYP.)

BOLLARD

STING

EXI

PIT

NOAA GAUGE

EXISTING

BUMPER POST

EXISTING

(TYP.)

BOLLARD

EXISTING

(TYP.)

BOLLARD

EXISTING

PANEL

ELECTRICAL

EXISTING

EXISTING SSP WALL

GATE

SWING

CHAIN-LINK

EXISTING

(TYP.)

BOLLARD

MOORING

STING

EXI CURB

CONC.

EXISTING

& PLATFORM

STEEL STAIRS

EXISTING

FENCE

CHAIN-LINK

HIGH

EXISTING 4' EXISTING SSP WALL

W/ BARBED WIRE

CHAIN LINK FENCE

EXISTING 6' HIGH

EXISTING SSP WALL

INV. 603.72

CONCRETE

RAISED

THROUGH

DRAIN HOLE

EXISTING 12" x 6"

(TYP.)

BOLLARD

EXISTING

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

R Z

E T

D E

S J

A R

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

V -1

T R

DOOR

OVERHEAD

90x

x60 5.

DOOR

MAN

DOOR

MAN

DOOR

MAN

DOOR

MAN

DOOR

OVERHEAD

DOOR

MAN

DOOR

MAN

DOUBLE

T /C

DOOR

OVERHEAD

DOOR

MAN

DOUBLE

DOOR

OVERHEAD

DOOR

MAN

x 60 5.

x x

x x x

T /C

T /C x

x x

(EL. 609.2)

DOOR

OVERHEAD

ELEVATED

E X

G C

O N

N S

V-102

S O

U T

H P

R E

A S

T E

R L

Y E

N D

594 595

10' 20'0A2

SCALE: 1" = 10'

EXISTING CONDITIONS PLAN SOUTH PIER - EASTERLY END

EXISTING PILE CAP

ELEVATION CONTOURS UNDER THE

NOTE: BATHYMETRIC DATA SHOWS BOTTOM

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

E X

G R

E D C

O N

C R

E T

C O

N C

W A

L K

E X

G R

EXISTING CONCRETE SURFACE

606.6

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

STORAGE AREA

EXISTING COMPRESSED GAS

605.0

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

605.6

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

STEEL

1-STORY

EXISTING

SURFACE

CONCRETE

STING

EXI

EXISTING CONCRETE SURFACE

CONC.

STING

EXI

LAWN

EXISTING

CONC.

STING

EXI

LAWN

EXISTING

CONC.

STING

EXI

WATER

STING

EXI

606.6

FIN. FLR. EL.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

GRAVEL

EXISTING

(TOP EL. 605.0)

PLATFORM

EXISTING DOCK

WATER

STING

EXI

WATER

STING

EXI

CONC.

STING

EXI

CONC.

STING

EXI

EXISTING PILE CAP

ELEVATION CONTOURS UNDER THE

NOTE: BATHYMETRIC DATA SHOWS BOTTOM

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

WATER

EXISTING

WATER

EXISTING

CONC

EXISTING

SURFACE

GRAVEL

EXISTING

SURFACE

GRAVEL

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

M A

T C

H L

A /V -1

V-101

WATER

EXISTING

E B

R U

A R

CERTIFIED FINAL - READY TO ADVERTISE

V-301

V-501

(TYP.)

BOLLARD

MOORING

STING

EXI

(TYP.)

BOLLARD

MOORING

STING

EXI

TANK

FUEL

EXISTING

TANK

WATER

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

PANEL

ELECTRICAL

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

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...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

V -1

T R

V-103

U T

H P

R W

E S

T E

R L

Y E

N D

E X

G C

O N

N S

x60 4.

x x

82x

BASIN

HARBOR

DULUTH

10' 20'0

EXISTING CONDITIONS PLAN SOUTH PIER - EASTERLY END

SCALE: 1" =10'

EXISTING PILE CAP

ELEVATION CONTOURS UNDER THE

NOTE: BATHYMETRIC DATA SHOWS BOTTOM

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

WATER

STING

EXI

AREA

STORAGE

GRAVEL

EXISTING

AREA

STORAGE

GRAVEL

EXISTING

EXISTING PILE CAP

ELEVATION CONTOURS UNDER THE

NOTE: BATHYMETRIC DATA SHOWS BOTTOM

M A

T C

H L

/V -1

WATER

EXISTING

CONC.

EXISTING

WATER

EXISTING

CONC.

EXISTING

C O

N C

E X

N C

E X

EXISTING CONC.

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

V-101

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

V-301

PILE WALL

WAKEFIELD SHEET

EX. 3 - 3"x12"

PILING

EX. ROUND WOOD

PARKING LOT

EX. CONCRETE

APPROX. EL. -13 L.W.D

EX. BOTTOM OF SLIP

TOP OF CONC.

EX. GRAVEL FILL

TOP OF CONC. TOP OF CONC.

EXISTING TIMBER PILES

APPROX. EL. -15 L.W.D

EXISTING BOTTOM OF SLIP

SURFACE

EXISTING GRAVEL

SURFACE

EXISTING GRAVEL

-8 L.W.D. TO -17 L.W.D

SLIP EL. VARIES

EXISTING BOTTOM OF

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

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D E

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...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

V -3

0 3' 6'

0 3' 6' V-301

T R

E X

G C

R O

S S S

E C

N S

FILL

EX. SAND

4'-11"

EXISTING CROSS SECTION - SOUTH PIER

SCALE: 1" = 3'

CONCRETE

EX.

79'

6' 6'

L.W.D. (-28)

L.W.D. (-26) L.W.D. (-26)

L.W.D. (-28)

L.W.D. (-26)

L.W.D. (-30)

601.1 L.W.D. (0.0) 601.1 L.W.D. (0.0)

601.1 L.W.D. (0.0)

HISTORICAL DRAWINGS

MIXTURE OF SAND AND GRAVEL PER

EXISTING PIER INFILL REPORTED TO BE A

R O

S S

V-102

V-103

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

EXISTING PIERHEAD CROSS SECTION

SCALE: 1" = 3'

GRAVEL

EXISTING GRAVEL

EXISTING

CONCRETE

EXISTING

CONCRETE

EXISTING

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

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D E

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...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

V -5

T R

SCALE: N.T.S.

NOTE: DRAWINGS FROM "REPAIRS TO EXISTING PIERS" DATED 1948.

V-501

R O

S S

V-501

V-102

E X

G N

O A

A G

A U

G E P

E T

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

NOAA GAUGE PIT - SECTION VIEW

NOAA GAUGE PIT - PLAN VIEW

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

V-501

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

CONDUIT

W/ 3" ELEC.

CONCRETE WALL

EXISTING 2' HIGH

EXISTING LIGHT POLE

CONDUIT

W/ 3" ELEC.

CONCRETE WALL

EXISTING 2' HIGH

EXISTING LIGHT POLE

EXISTING BOLLARD (TYP.) EXISTING BOLLARD (TYP.)

BOLLARD

EXISTING

INV. 683.8

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

CONCRETE

RAISED

EXISTING

INV. 603.66

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

CONCRETE

RAISED

EXISTING

INV. 603.72

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

BUMPER POST

EXISTING

ANTENNA

STEEL

EXISTING

STOP SIGN

EXISTING

PROP

DECORATIVE

EXISTING

BUMPER POST

EXISTING

(TYP.)

REMOVED

BOLLARD TO BE

EXISTING MOORING

(TYP.)

REMOVED

BOLLARD TO BE

EXISTING MOORING

(TO REMAIN)

GAUGE PIT

EXISTING

CONDUIT

UNDERGROUND

EXISTING

CONDUIT

UNDERGROUND

EXISTING

SSP WALL

EXISTING

BOLLARD

MOORING

EXISTING

(TYP.)

REMOVED

TO BE

BOLLARD

MOORING

EXISTING

FENCE

EXISTING

WALL

EXISTING SSP

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

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D E

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:19:36 AM 2/11/2021

...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

SCALE: 1= 20'

M.H.

x x x x x x x x x x x x x x x x x x

88 60

85 60

07 x

CD101

T R

O V

E R

A L L D

E M

O L

N P

L A

D L

V S

L Y

A R

C D

.d g n x

x x

x60 5.

x x

x 60 4.

x x

x 60 5.

36 x

EX. CONC. WALK

x x

OVERALL SITE DEMOLITION PLAN

x x

54 x

AREA

REMOVAL

PILE CAP

CONCRETE

REQUIRED

LEGEND

HARBOR

DULUTH

O P

E R

T Y B

O U

N D

A R

P R

O P

E R

T Y B

O U

N D

A R

AREA

OPTION 1

REMOVAL

CAP

CONCRETE

REQUIRED

AREA

OPTION 2

REMOVAL

CAP

CONCRETE

REQUIRED

PROPERTY BOUNDARY

H A R

B O

R L

BBBBBBBBBBBBBBBBBB

B B

O1 O1

O2 O2

O1O1

O2 O2

BASE OPTION

REQUIRED TURBIDITY CURTAIN -

OPTION 1

REQUIRED TURBIDITY CURTAIN -

OPTION 2

REQUIRED TURBIDITY CURTAIN -

THE START OF PROJECT.

LOCATION OF THE TURBIDITY CURTAIN FOR APPROVAL BY THE COR PRIOR TO

VESSEL YARD AREAS BY OTHERS. CONTRACTOR SHALL SUBMIT PROPOSED

FOR INSTALLATION OF STEEL SHEET PILE AND PROVIDE USE OF REMAINING

YARD. TEMPORARY TURBIDITY CURTAIN SHALL BE LOCATED TO LIMIT TURBIDITY

USDOT TYPE II SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN THE VESSEL

NOTE: TEMPORARY TURBIDITY CURTAIN MEETING THE REQUIREMENTS OF AT LEAST A

PRIOR TO WORK TAKING PLACE WITHIN THE VESSEL YARD.

NOTE: THE CONTRACTOR SHALL INSTALL ALL BEST MANAGEMENT PRACTICES (BMP)

R O

S S

REQUIRED DEMOLITION BASE CONTRACT ~ 500 LF

O P

D E

M O

R E

Q U

OPTION 2 ~ 50 LF

DEMOLITION

REQUIRED

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

20' 40'0

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

WALK

EXISTING CONC.

FIN FLR. EL. 607.7

BUILDING

RESIDENTIAL

MASONRY

2-STORY

EXISTING

WALK

EXISTING CONC.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

CONC.

STING

EXI

WATER

STING

EXI

CONC.

EXISTING CONC.

EXISTING

CONC.

STING

EXI

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

BUILDING

WAREHOUSE

METAL FRAME

1-STORY

EXISTING

AREA

STORAGE

GRAVEL

STING

EXI

AREA

STORAGE

GRAVEL

STING

EXI

C O

N C

E X

STING

EXI

SURFACE

CONCRETE

EXISTING

CONC.

EXISTING CONC.

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

CD301

CD102

CD103

WILL EXTEND THROUGH THE PIERHEAD

INSTALLED FOR THE SOUTH PIER WHICH

ALIGNMENT OF THE NEW SSP TO BE

DEMOLITION WITH THE PROPOSED

COORDINATE LIMIT OF PIERHEAD

CURTAIN

OF REQUIRED TURBIDITY

APPROXIMATE LOCATION

CURTAIN

OF REQUIRED TURBIDITY

APPROXIMATE LOCATION

FLAG POLE

EXISTING

INV. 603.72

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

STOP SIGN

EXISTING

(TYP.)

BOLLARD

STING

EXI

(TO REMAIN)

GAUGE PIT

EXISTING

BUMPER POST

EXISTING

(TYP.)

BOLLARD

EXISTING

(TYP.)

BOLLARD

EXISTING

PANEL

ELECTRICAL

EXISTING

CURB

CONC.

EXISTING

EXISTING SSP WALL

& PLATFORM

STEEL STAIRS

EXISTING

EXISTING SSP WALL

W/ BARBED WIRE

CHAIN LINK FENCE

EXISTING 6' HIGH

EXISTING SSP WALL

(TYP.)

BOLLARD

MOORING

EXISTING

(TYP.)

BOLLARD

EXISTING

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

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D E

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C T N

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E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

C D

T R

T R x

90x

x60 5.

DOOR

MAN

DOOR

MAN

DOOR

MAN

DOOR

MAN

DOOR

OVERHEAD

DOOR

MAN

DOOR

MAN

DOUBLE

T /C

DOOR

OVERHEAD

DOOR

MAN

DOUBLE

DOOR

OVERHEAD

DOOR

MAN

x 60 5.

x x

x x x

T /C

T /C x

x x

(EL. 609.2)

DOOR

OVERHEAD

ELEVATED

E D

E M

O L

N P

L A

CD102

S O

U T

H P

R E

A S

T E

R L

Y E

N D

LEGEND

AREA

REMOVAL

CONCRETE

PILE CAP &

CONCRETE

REQUIRED

PROPERTY BOUNDARY

(TO BE REMOVED)

(TO REMAIN)

(TO BE REMOVED)

SCALE: 1= 10'

SITE DEMOLITION PLAN - SOUTH PIER EASTERLY END

10' 20'0

THE START OF PROJECT.

LOCATION OF THE TURBIDITY CURTAIN FOR APPROVAL BY THE COR PRIOR TO

VESSEL YARD AREAS BY OTHERS. CONTRACTOR SHALL SUBMIT PROPOSED

FOR INSTALLATION OF STEEL SHEET PILE AND PROVIDE USE OF REMAINING

YARD. TEMPORARY TURBIDITY CURTAIN SHALL BE LOCATED TO LIMIT TURBIDITY

USDOT TYPE II SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN THE VESSEL

NOTE: TEMPORARY TURBIDITY CURTAIN MEETING THE REQUIREMENTS OF AT LEAST A

PRIOR TO WORK TAKING PLACE WITHIN THE VESSEL YARD.

NOTE: THE CONTRACTOR SHALL INSTALL ALL BEST MANAGEMENT PRACTICES (BMP)

BBBBBBBBBBBBBBBBB

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

REQUIRED DEMOLITION BASE CONTRACT

BASE CONTRACT

REQUIRED TURBIDITY CURTAIN -

CD101

E X

G R

E D C

O N

C R

E T

C O

N C

W A

L K

E X

G R

EXISTING CONCRETE SURFACE

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

STORAGE AREA

EXISTING COMPRESSED GAS

605.0

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

605.6

FIN. FLR. ELEV.

BUILDING

WAREHOUSE

STEEL

1-STORY

EXISTING

EXISTING CONCRETE SURFACE

CONC.

STING

EXI

LAWN

EXISTING

LAWN

EXISTING

606.6

FIN. FLR. EL.

BUILDING

WAREHOUSE

MASONRY

1-STORY

EXISTING

GRAVEL

EXISTING

(TOP EL. 605.0)

PLATFORM

EXISTING DOCK

CONC.

EXISTING

CONC.

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

GRAVEL

EXISTING

SURFACE

GRAVEL

EXISTING

WATER

EXISTING

WATER

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

CONC

EXISTING

CONC.

EXISTING

CONC.

EXISTING

SURFACE

CONCRETE

EXISTING

SURFACE

CONCRETE

EXISTING

M A

T C

H L

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

CD301

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

(TYP.)

BOLLARD

MOORING

STING

EXI

(TYP.)

BOLLARD

MOORING

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

TANK

WATER

EXISTING

FUEL TANK

EXISTING

PANEL

ELECTRICAL

EXISTING

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

R Z

E T

D E

S J

A R

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:21:33 AM 2/11/2021

...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

C D

.d g n

D E

T R

x60 4.

x x

82x

BASIN

HARBOR

DULUTH

CD103

S O

U T

H P

R W

E S

T E

R L

Y E

N D

E D

E M

O L

N P

L A

LEGEND

(TO BE REMOVED)

(TO REMAIN)

REQUIRED DEMOLITION BASE CONTRACT

R E

Q U

E D D

E M

O L

N O

P T

REQUIRED DEMOLITION OPTION 2

10' 20'0A1

SCALE: 1= 10'

SITE DEMOLITION PLAN - SOUTH PIER EASTERLY END

O1O1

O2 O2

BASE OPTION

REQUIRED TURBIDITY CURTAIN -

OPTION 1

REQUIRED TURBIDITY CURTAIN -

OPTION 2

REQUIRED TURBIDITY CURTAIN -

THE START OF PROJECT.

LOCATION OF THE TURBIDITY CURTAIN FOR APPROVAL BY THE COR PRIOR TO

VESSEL YARD AREAS BY OTHERS. CONTRACTOR SHALL SUBMIT PROPOSED

FOR INSTALLATION OF STEEL SHEET PILE AND PROVIDE USE OF REMAINING

YARD. TEMPORARY TURBIDITY CURTAIN SHALL BE LOCATED TO LIMIT TURBIDITY

USDOT TYPE II SHALL BE INSTALLED PRIOR TO CONSTRUCTION IN THE VESSEL

NOTE: TEMPORARY TURBIDITY CURTAIN MEETING THE REQUIREMENTS OF AT LEAST A

PRIOR TO WORK TAKING PLACE WITHIN THE VESSEL YARD.

NOTE: THE CONTRACTOR SHALL INSTALL ALL BEST MANAGEMENT PRACTICES (BMP)

REMOVAL OPTION 2 AREA

CONCRETE CAP

REQUIRED

REMOVAL OPTION 1 AREA

CONCRETE CAP

REQUIRED

PILE CAP REMOVAL AREA

CONCRETE

REQUIRED

BBBBBBBBBBBBBBBBBBBBBBBB

B B

O1O1O1O1O1O1

O2 O2 O2 O2 O2 O2

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

CONC.

STING

EXI

CONC.

STING

EXI

CONC.

STING

EXI

WATER

EXISTING

CONC.

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

WATER

EXISTING

CONC.

EXISTING

WATER

EXISTING

CONC.

EXISTING

AREA

STORAGE

GRAVEL

EXISTING

AREA

STORAGE

GRAVEL

EXISTING

M A

T C

H L

A /C

CD101

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

CD301

PILE WALL

WAKEFIELD SHEET

EX. 3 - 3"x12"

PILING

EX. ROUND WOOD

PARKING AREA

EX. CONCRETE

SURFACE

EX. GRAVEL

SURFACE

EX. GRAVEL

CONCRETE

FROM EDGE OF RAISED

JOINT LINE APPROX. 26'

TO BE REMOVED TO EX.

EX. CONCRETE

TO -17 L.W.D

EL. VARIES -8 L.W.D.

EX. BOTTOM OF SLIP

APPROX. EL. -15 L.W.D

EX. BOTTOM OF SLIP

APPROX. EL. -13 L.W.D

EX. BOTTOM OF SLIP

TOP OF CONC. TOP OF CONC.

TOP OF CONC.

EX. GRAVEL FILL

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

R Z

E T

D E

S J

A R

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:22:59 AM 2/11/2021

...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

N T

D S

D L

V S

L Y

A R

C D

0 3' 6'

FILL

EX. SAND

4'-11"

SCALE: 1" = 3'

CONCRETE

EX.

CONCRETE

EX.

CONCRETE

EX.

79'

GRAVEL

EX. GRAVEL

EX.

6' 6'

L.W.D. (-28)

L.W.D. (-26) L.W.D. (-26)

L.W.D. (-28)

L.W.D. (-26)

L.W.D. (-30)

T R

E D

E M

O L

N C

R O

S S S

E C

N S

(TO BE REMOVED) (TO BE REMOVED)

(TO BE REMOVED)

OPTION DEMOLITION REQUIRED DEMOLITION

REQUIRED AND OPTION DEMOLITION CROSS SECTION - SOUTH PIER

SCALE: 1" = 3' 3' 6'0

601.1 L.W.D. (0.0) 601.1 L.W.D. (0.0)

601.6 L.W.D. (0.0)

HISTORICAL DRAWINGS

MIXTURE OF SAND AND GRAVEL PER

EXISTING PIER INFILL REPORTED TO BE A

REQUIRED DEMOLITION PIERHEAD CROSS SECTION

EAST INTO THE EXISTING PARKING LOT. REFER TO SHEET CD102.

ALLOW FOR THE NEW SSP TO BE INSTALLED FOR THE SOUTH PIER TO EXTEND

INTERSECTS THE SOUTH PIER IS REQUIRED TO BE REMOVED AS REQUIRED TO

NOTE: ONLY A PORTION OF THE EXISTING PIERHEAD WHERE THE PIERHEAD

R O

S S

F Y V

E S

S E

L Y

A R

D R

E P

D U

L U

T H -S

U P

E R

R H

A R

B O

CD101

CERTIFIED FINAL - READY TO ADVERTISE

E B

R U

A R

50 TON CAPACITY (TYP.)

REQUIRED TEE HEAD BOLLARD

50 TON CAPACITY (TYP.)

REQUIRED TEE HEAD BOLLARD

50 TON CAPACITY (TYP.)

REQUIRED TEE HEAD BOLLARD

REQUIRED CONCRETE PIER CAP

BOUNDARY)

(1 FT. INSIDE PROPERTY

WROUGHT IRON FENCE

REQUIRED 6' HIGH

OF THE EXISTING PIER CAP

BE PLACED 1 FOOT FROM THE FACE

SOUTH SIDE OF SOUTH PIER SHALL

REQUIRED C/L OF SSP ALONG

FURTHER INFORMATION

REFER TO SHEET C-505 FOR

50 TON CAPACITY

REQUIRED SINGLE BITT BOLLARD

FURTHER INFORMATION

REFER TO SHEET C-505 FOR

50 TON CAPACITY

REQUIRED SINGLE BITT BOLLARD

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

REQUIRED TURBIDITY CURTAIN

APPROXIMATE LOCATION OF

CURTAIN

TURBIDITY

REQUIRED

LOCATION OF

APPROXIMATE

LIGHTPOLE

EXISTING

LIGHTPOLE

EXISTING

WALL

HIGH CONCRETE

EXISTING 2 FT.

LIGHTPOLE

EXISTING

WALL

HIGH CONCRETE

EXISTING 2 FT.

BARBED WIRE

CHAIN LINK FENCE W/

EXISTING 6 FT. HIGH

CONC. WALL

CONDUIT ON

ELECTRICAL

EXISTING 2-1/2"

CONC. WALL

CONDUIT ON

ELECTRICAL

EXISTING 2-1/2"

ON POST

ELECTRICAL BOX

EXISTING

BUILDING)

FACE OF EXISTING

R.O.W. AND EVEN WITH

(PARALLEL WITH ROAD

WROUGHT IRON FENCE

REQUIRED 6' HIGH

CONC. WALK

EXISTING

CONCRETE

EXISTING RAISED

BUILDING

TIES INTO EXISTING

WROUGHT IRON FENCE

REQUIRED 6' HIGH

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

BARBED WIRE

CHAIN LINK FENCE W/

EXISTING 6 FT. HIGH

(TYP.)

BOLLARD

MOORING

EXISTING

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

BUMPER POSTS

EXISTING

GENERATOR

ELECTRICAL

EXISTING

CONCRETE

RAISED

THROUGH

HOLE

x 6" DRAIN

EXISTING 12"

BUMPER POST

EXISTING

ANTENNA

STEEL

EXISTING

STOP SIGN

EXISTING

CONCRETE

EXISTING RAISED

OF EXISTING CONCRETE WALL

REQUIRED SSP WALL

EXISTING CONCRETE PIER CAP

REQUIRED SSP WALL

PROP

DECORATIVE

EXISTING

BUMPER POST

EXISTING

SHEET PILE WALL

EXISTING STEEL

LINK SWING GATE

EXISTING CHAIN

FENCE

CHAIN LINK

EXISTING 4' HIGH

EXISTING FENCE

SHEET PILE WALL

EXISTING STEEL

EXISTING PIER CAPS

TO DEMOLITION OF

OF SSP DRIVELINE PRIOR

COORDINATE LOCATION

CONCRETE PIER CAP.

FACE OF EXISTING

REQUIRED SSP WALL

NEW SSP WALL

EXTENDED THROUGH

PIPE TO BE

EXISTING GAUGE PIT

(TYP.)

BOLLARD

MOORING

EXISTING

(TYP.)

BOLLARD

MOORING

EXISTING

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

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

A W

N B

T S

K O

R Z

E T

D E

S J

A R

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:24:25 AM 2/11/2021

...\Active Projects\OM-Duluth, MM (476605)(485471)-FY20 Vessel Yard Repairs\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

X K

D U

L U

T H

M N

S T L

O U

SCALE: 1= 20'

20' 40'0

BASIN

HARBOR

DULUTH

D L

V S

L Y

A R

C -1

.d g n

D E

T R

C-101

LEGEND

PROPERTY BOUNDARY

P R

O P

E R

T Y B

O U

N D

A R

P R

O P

E R

T Y B

O U

N D

A R

PROPERTY BOUNDARY

REQUIRED WORK BASE CONTRACT

REQUIRED WORK OPTION 1

REQUIRED WORK OPTION 2

REQUIRED WORK - BASE CONTRACT

OPTION 2

REQUIRED WORK

GRAVEL

REQUIRED GRAVEL

REQUIRED

OV…

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File details come from the government source that posted it. Updated Mar 15, 2021.