471311_PlanSet_CERTIFIED FINAL - READY TO ADVERTISE part 1 of 3.pdf

PDF 19 MB Posted Apr 9, 2021

Attached to: Soo Poe Lock Ship Arrestors Rehabilitation, Sault Ste Marie, MI
Solicitation number: W911XK21R0004
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 28, 2023

This document describes a federal contract solicitation for construction services. The U.S. Army Corps of Engineers Detroit District is seeking contractors to rehabilitate the ship arrestors on the Poe Lock located in Sault Sainte Marie, Michigan. The work includes fabrication of arrestor machinery, rehabilitation of fender booms, and repairs to the ship arrestors. The estimated value of the contract is between $10-25 million. The North American Industry Classification System code for this opportunity is 237990 for other heavy and civil engineering construction. The solicitation will use full and open competition and best value determination. The response deadline and award dates are not specified.

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Other files

File	Type	Posted
W911XK21R0004 0003.pdf	PDF	May 17, 2021
Updated Site Visit Attendees List W911XK21R0004 as of May 10 2021.pdf	PDF	May 10, 2021
W911XK21R0004 0002.pdf	PDF	May 7, 2021
471311_Poe Ship Arrestors_AMENDMENT_0001_Plans.pdf	PDF	Apr 28, 2021
Site Visit Attendees List W911XK21R0004 as of April 27 2021.pdf	PDF	Apr 28, 2021
W911XK21R0004 0001.pdf	PDF	Apr 28, 2021
471311_PlanSet_CERTIFIED FINAL - READY TO ADVERTISE part 3 of 3.pdf	PDF	Apr 9, 2021
Specifications SOO09 - RTA - 03-26-21.pdf	PDF	Apr 9, 2021
W911XK21R0004.pdf	PDF	Apr 9, 2021
471311_PlanSet_CERTIFIED FINAL - READY TO ADVERTISE part 2 of 3.pdf	PDF	Apr 9, 2021
JA Sole Source Rockwell Brand Name (Redacted).pdf	PDF	Apr 9, 2021

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...\Soo Locks MRR Projects\CG-St Marys River, MI (471311) - Poe Lock Ship Arrestor\3 - CADD\CAD_BIM\_Sheets\

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PROJECT LOCATION,

LOCATION MAP

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VICINITY MAP

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SAULT STE. MARIE, MICHIGAN

SOO LOCKS COMPLEX

PROJECT LOCATION,

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ONTARIO, CANADA

SAULT STE. MARIE

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ER PLANT

ELECTRIC

CLOVERLAND

FREDERICK R. JOERS P.E., DIRECTOR INDC

SOO LOCKS COMPLEX

POE LOCK

PROJECT LOCATION

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SHIP ARRESTORS

POE LOCK REHABILITATION

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

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

LINDA M. SORN P.E., ACTING CHIEF ENGINEERING & CONSTRUCTION OFFICE (LRH)

BENJAMIN L. ROHRBACH P.E., ACTING CHIEF ENGINEERING (LRL)

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

OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

INDIVIDUALS APPEAR ON THIS PROJECT DOCUMENTS WITHIN THE SCOPE

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

THE DETROIT DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS, THE

HUNTINGTON AND LOUISVILLE DISTRICTS, DESIGNED THIS PROJECT WITH

THE INLAND NAVIGATION DESIGN CENTER IN COORDINATION WITH THE

MARIE T. STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES (LRE)

/S/ BENJAMIN L. ROHRBACH P.E.

/S/ LINDA M. SORN P.E.

/S/ MARIE T. STRUM P.E.

/S/ PHILLIP C. ROSS P.E.

/S/ ALEXANDER L. JIMENEZ P.E.

/S/ TIMOTHY C. SMITH P.E.

/S/ FREDERICK R. JOERS P.E.

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SCALE: 1"=1'

1. TITLE SPECIFIC NOTES

NOTE:

0 1' 2'6"

WILL REQUIRE ACCESS FOR PROJECT OPERATION PURPOSES.

WITHIN THE CWL, GOVERNMENT PERSONNEL AND OTHER CONTRACTORS

CONTRACTOR WILL NOT BE PERMITTED TO BLOCK SIDEWALKS AND ROADS 2.

PROPERTY LINE IDENTIFIED ON GC100 GENERAL CONTRACT INFORMATION.

OPERATION OF ANY FEATURES LOCATED WITHIN THE U.S. GOVERNMENT

REPRESENTATIVE TO ENSURE CONSTRUCTION DOES NOT IMPACT NORMAL

THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER'S 1.

INTERFERENCE WITH GOV'T OPERATIONS

BY THE CONTRACTOR WORK LIMITS (CWL).

CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE AREA DESIGNATED 1.

CONTRACTOR WORK LIMITS (CWL)

IGLD85

EXAMPLE SOO CANAL CONVERSION: ((484.693' + 119.00) - 0.90) = 602.793 6.

SOO CANAL TO IGLD85 = ((CANAL ZERO + TAGGED ELEVATION) - 0.90).

IGLD55 = IGLD85 - 0.90

CONVERSION FACTOR: 5.

IGLD55: ZERO =607.77 ABOVE WATER LEVEL AT FATHER POINT, QUEBEC. 4.

POINT, QUEBEC (IGLD1955)

SOO CANAL COORDINATE: ZERO = 484.693 ABOVE WATER LEVEL AT FATHER 3.

IGLD 85: ZERO = 608.67 ABOVE WATER LEVEL AT FATHER POINT, QUEBEC2.

INTO TOP OF THE STONE WATER TABLE, CANAL ELEVATION 123.076 FEET.

BEING THE HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET

7.0 FEET FROM THE NORTHWEST CORNER, 3 FEET ABOVE THE SIDEWALK,

MICHIGAN, AT THE LOCKS, ON THE WEST SIDE OF THE DAVIS PUMP HOUSE,

BASE ON B.M. SM-7 (1934) IS AT SAULT STE MARIE, CHIPPEWA COUNTY, 1.

VERTICAL DATUM INFORMATION

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11).

THE DEMOLITION AND REHABILITATION OF THE U/S SHIP ARRESTOR (BOOM

OPTION 2 WORK INCLUDES, BUT IS NOT LIMITED, TO ALL WORK RELATED TO 5.

TESTING AND DELIVERY TO THE SITE.

OPTION 1 WORK INCLUDES FABRICATING THE U/S SPIRAL DRUM ARRESTORS, 4.

WITH BOOM 12 AND THE EXISTING HYDRAULIC SYSTEM.

ARRESTOR (BOOM 13) AND OTHER MISCELLANEOUS WORK ASSOCIATED

RELATED TO THE DEMOLITION AND REHABILITATION OF THE D/S SHIP

BASE CONTRACT WORK INCLUDES BUT IS NOT LIMITED TO ALL WORK 3.

PREVAILING LAKE LEVELS.

FORECASTING FUTURE WATER LEVELS. SEE SPEC SECTION 01 35 13 FOR

LOW WATER DATUM IS FOR REFERENCE ONLY AND IS NOT FOR 2.

CONSTRUCTION.

SHALL VERIFY THE DIMENSIONS, GRADES AND ELEVATIONS OF ALL EXISTING

WHERE NEW WORK IS TO BE JOINED TO EXISTING WORK. THE CONTRACTOR 1.

GENERAL NOTES

WEST CENTER PIERWCP

WITHW/

VERTICALV

ULTRA VIOLETUV

UNLESS NOTED OTHERWISEU.N.O.

UPSTREAMU/S

UPSTREAM CHANNEL DEEPENINGUCD

UPSTREAM APPROACH WALLUAW

TYPICALTYP

THROUGHTHRU

SQUARESQ

STANDARDSTD

STATIONSTA

STEEL SHEET PILESSP

SPECIFICATIONSPEC

STATE HISTORIC PRESERVATION OFFICERSSHPO

SECTIONSEC

REQUIREDREQ'D

POUNDS PER SQUARE FOOTPSF

POINT OF CONTACTPOC

ORDINARY HIGH WATER MARKO.H.W.M.

OUTSIDE DIAMETEROD

ON CENTERO/C

NORTHWEST PIERNWP

NOT TO SCALENTS

NOMINAL PIPE SIZENPS

NEW LOCK CHAMBERNLC

NORTHN

METALLIC TIME DOUNAIO REFLECTORMTDR

MAINTENANCE SUPPORT BUILDINGMSB

MICHIGAN DEPARTMENT OF TRANSPORTATIONMDOT

MINIMUMMIN

MAXIMUMMAX

LIMITED WORK LIMITLWL

LOW WATER DATUML.W.D.

POUNDSLB

INTERNATIONAL GREAT LAKES DATUMI.G.L.D.

IDENTIFICATIONID

INTERNATIONAL BRIDGE AUTHORITYIBA

HORIZONTALH

GRADEGR

FEETFT

EXPANSIONEXP

ELEVATIONEL / ELEV

DOWNSTREAMD/S

DIAMETERDIA

CUBIC YARDCY

CONTRACTOR WORK LIMITCWL

CONTRACTING OFFICER'S REPRESENTATIVEC.O.R.

CORPS OF ENGINEERSC.O.E.

CONCRETECONC

CONTROL POINTCP

CANADIAN NATIONAL RAILWAYC.N. R.R.

CORRUGATED METAL PIPECMP

CENTER TO CENTERC/C

COUNTER BORECBORE

BOTTOMBOTT

BEST MANAGEMENT PRACTICESBMP'S

BUILDINGBLDG

APPROXIMATEAPPROX

AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM

AND&

NUMBER#

ABBREVIATIONS

WITHIN THE LIMITED WORK LIMITS (LWL) WITH APPROVAL OF COR.

TRANSFER OF MATERIAL/EQUIPMENT FROM BARGE TO LAND IS PERMITTED 2.

LIMITED WORK LIMITS (LWL), UNLESS OTHERWISE APPROVED BY THE COR.

OR CONSTRUCTION VEHICLES SHALL NOT BE PERMITTED WITHIN THE

ACTIVITIES INCLUDING BUT NOT LIMITED TO THE STORAGE OF MATERIALS 1.

LIMITED WORK LIMITS (LWL)

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SCALE: 1" = 400' 800'0 400'

OVERALL CONTRACTOR WORK LIMITS

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NOTE: THE INFORMATION DIPECTED ABOVE SHOWS BOTH NAVIGATION SEASON CWL'S & NON NAVIGATION SEASON CWL'S.

FLOW

EDISON SAULT POWER CANAL

UAW CWL'S TRANSFER TO NLC ON OR ABOUT 15OCT2021.12.

FOR PROJECT ACCESS INFORMATION SEE SPEC SECTION 01 35 13.11.

BE PERMITTED.

FROM THE SOUTH SIDE OF PIER VIA EDISON SAULT POWER CANAL WILL NOT

ACCESS TO THE SOUTHWEST PIER IS VIA THE NORTH SIDE OF PIER. ACCESS 10.

CONTRACTOR MAY USE MAIN ENTRANCE FOR PERSONNEL ACCESS.9.

NON NAVIGATION SEASON 15-JAN TO 25 MARCH8.

EXTENT OF THE WORK UNDER THIS CONTRACT.

PROTECTING THE HISTORIC SIGNIFICANCE OF THE COMPLEX DURING THE

OF HISTORIC PLACES. THE CONTACTOR IS THEREFORE RESPONSIBLE FOR

THE SOO AREA OFFICE PROPERTY IS LISTED ON THE NATIONAL REGISTER 7.

CONTRACTOR SHALL COORDINATE WITH OTHERS.

CONTRACTORS ADJACENT TO OR IN THE SAME LOCATION. THE

THE CONTRACTOR IS INFORMED THAT THE GOVERNMENT MAY HAVE OTHER 6.

DESTROYED BY THEIR OPERATIONS.

NOT SPECIFICALLY INDICATED FOR REMOVAL THAT IS DAMAGED OR

THE CONTRACTOR SHALL REPLACE, AT THEIR OWN EXPENSE, ANY ITEMS 5.

FOR PROJECT ACCESS INFORMATION SEE SPECIFICATIONS.4.

STORAGE AREAS.

CONTRACTOR IS RESPONSIBLE FOR SNOW REMOVAL IN WORK AND 3.

TO ACCUMULATE.

WORK AND STORAGE AREAS. DEBRIS AND WASTE SHALL NOT BE ALLOWED

CONTRACTOR IS RESPONSIBLE FOR DAILY HOUSEKEEPING CLEANUP OF 2.

CONTRACT.

CONTRACTOR STORAGE AREAS ARE AVAILABLE FOR DURATION OF 1.

GENERAL SHEET NOTES

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(OPTION 2)

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PROPOSED HAUL ROUTE

GALLERY ACCESS HATCH

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W H

LEGEND GC SHEETS

EXISTING FENCE / GUARD RAIL

EXISTING STRUCTURE

EXISTING CONCRETE SIDEWALK

DEWATERED POE LOCK

N O

N N

A V

A T

N S

E A

S O

C O

N T

R A

C T

O R W

O R

K L

REQ'D CWL LINE

REQ'D LWL / HAUL ROUTE LINE

LWL

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

(BASE)

CWL

(BASE)

LWL

(OPTION 2)

LWL

(OPTION 2)

CWL

(OPTION 2)

CWL (OPTION 2)

LWL

NON NAVIGATION SEASON: CONTRACTOR WORK LIMTS: BOOM 11 & BOOM 12 RECESS

(BASE)

CWL

(BASE)

CWL

CWL(BASE)

M A

T C

H L

E G

UAW CWL

NLC CWL

(BASE)

LWL

(OPTION 2)

LWL

B A

S E O

P T

CERTIFIED FINAL - READY TO ADVERTISE

CONTRACTORS FOR ACCESS FROM NORTH CHANNEL.

CONTRACTOR TO COORDINATE WITH EXISTING UAW AND NLC 4.

PRIOR TO NON-NAVIGATION SEASON DUE TO ICE IN.

CONTRACTOR IS CAUTIONED TO COORDINATE WITH SAO TO STAGE BOAT 3.

SAO PERSONNEL.

GALLERY ACCESS TO BE COORDINATED WITH CONTRACTING OFFICER AND 2.

NEW LOCK CHAMBER (N.L.C) HAS CWL'S IN DAVIS LOCK AREA1.

GENERAL SHEET NOTES

LWLLWL

LWL

GC110

PROPOSED HAUL ROUTE

PROPOSED HAUL ROUTE TO FENDER 13 N.

PROPOSED HAUL ROUTE TO FENDER 13 S.

PROPOSED HAUL ROUTE TO FENDER 12 N & FENDER 11 N

FENDER 12 S AND FENDER 11 S.

PROPOSED HAUL ROUTE TO

(INSTALLED BY OTHERS). SEE NOTE 1

EXISTING TEMP POE LOCK ACROW BRIDGE

NLC LWL

EXISTING GATE E15

EXISTING GATE E33

BRIDGE (INSTALLED BY OTHERS). SEE NOTE 1

EXISTING TEMP 13'-7" MAC LOCK ACROW

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

LWL

L W

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:12:35 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC102

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

MAC ARTHUR LOCK

SCALE: 1" = 30' 30' 60'0

606.66

M E

L B

D O

U G

H E

R T

W H

DEWATERED POE LOCK

C O

N T

R A

C T

O R W

O R

K L

N O

N N

A V

A T

N S

E A

S O

NON NAVIGATION SEASON: CONTRACTOR WORK LIMTS:

LWL

S H

R R

E S

T O

R S

(BASE)

LWL

LWL (BASE) LWL (BASE)

(BASE)

LWL

(BASE)

LWL

(BASE)

LWL (BASE)

LWL

E G

M A

T C

H L

CERTIFIED FINAL - READY TO ADVERTISE

& OPTION 2)

(BASE

LWL

B A

S E O

P T

(BASE & OPTION 2)

LWL

(BASE & OPTION 2)

LWL

-DECK WIDTH OF 13'-7"

-REMOVAL DATE: 12 MAR

-INSTALLATION ATE: 16 JAN

POE ACROW BRIDGE:

-DECK WIDTH OF 13'-7"

-REMOVAL DATE: 08 APR

-INSTALLATION DATE: 19 DEC

MAC ACROW BRIDGE:

VARY, FINAL DATES TO BE CONFIRMED BY S.A.O. C.O.R.

ACROW BRIDGE INSTALLATION / REMOVAL DATES AS FOLLOW. DATES MAY 1.

GENERAL SHEET NOTES

(BASE)

FENDER 13 N

(BASE)

FENDER 13 S

(BASE)

EXISTING BOOM 13 OUTLINE

GALLERY ACCESS HATCH

NLC LWL

EXISTING GATE 2

EXISTING GATE 3

EXISTING DOWNSTREAM DEWATERING BULKHEAD

EXISTING DEWATERING GATE 4

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

LWL

L W

LWL

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:12:46 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC103

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

MAC ARTHUR LOCK

SCALE: 1" = 30' 30' 60'0

FLOW

606.66

M E

L B

D O

U G

H E

R T

W H

ADMIN BUILDING

DEWATERED POE LOCK

N O

N N

A V

A T

N S

E A

S O

C O

N T

R A

C T

O R W

O R

K L

NON NAVIGATION SEASON: CONTRACTOR WORK LIMTS: BOOM 13

S H

R R

E S

T O

R S

(BASE)

LWL

(BASE)

CWL

(BASE)

CWL

LWL (BASE)

CWL(BASE)

LWL (BASE)

B A

GC113

EXISTING FENDER BOOM P4

EXISTING FENDER BOOM P1

(OPTION 1)

TO BE REHABILITATED

EXISTING FENDER BOOM P3,

(BASE)

TO BE REHABILITATED

EXISTING FENDER BOOM P2,

EXISTING SOUTH WEST PIER

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

LWL

L W

LWL

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:12:54 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC104

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

N A

A T

N S

E A

S O

N N

O N N

A V

A T

N S

E A

S O

FLOW

606.28

SCALE: 1" = 30' 30' 60'0

M E

L B

D O

U G

H E

R T

W H

C O

N T

R A

C T

O R W

O R

K L

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

(BASE)

LWL

(OPTION 2)

LWL

CERTIFIED FINAL - READY TO ADVERTISE

(BASE & OPTION 2)

LWL

NAVIGATION SEASON & NON NAVIGATION SEASON: CONTRACTOR WORK LIMITS: SOUTHWEST PIER

B A

S E O

P T

FLOW

EDISON SAULT POWER CANAL

EXISTING UAW LWL

PROPOSED HAUL ROUTE

FENDER 12 N & FENDER 13 N.

PROPOSED HAUL ROUTE TO

(BASE)

FENDER 12 N

(BASE)

FENDER 12 S

(OPTION 2)

FENDER 11 N

(OPTION 2)

FENDER 11 S

GALLERY ACCESS HATCH

HOUSE

FROM BULKHEAD STORAGE

GALLERY ACCESS STAIRS

SEE NOTE 2

EXISTING BOOM 11 OPERATIONAL

NLC CWL

NLC LWL

SEE NOTE 3

CLOSED GATE 1,

OPERATIONAL

EXISTING

SEE NOTE 5

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

M.H. 206 N.

L W

L L

W L

LWL

L W

L L

W L

LWL

L W

LWL

L W

L L

W L

L W

LWL

LWLLWL

LWL

L W

LWL

L W

L L W

L W

LWL

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:01 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC105

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

MAC ARTHUR LOCK

DAVIS LOCK

SCALE: 1" = 30' 30' 60'0

FLOW

NORTH CANAL

606.86

SOUTH CANAL

M E

L B

D O

U G

H E

R T

W H

N A

A T

N S

E A

S O

C O

N T

R A

C T

O R W

O R

K L

POE LOCK

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

NAVIGATION SEASON: CONTRACTOR WORK LIMTS: BOOM 11 & BOOM 12 RECESS

(OPTION 2)

LWL

(BASE)

CWL

(OPTION 2)

CWL

(OPTION 2)

CWL (BASE)

CWL

(BASE)

CWL

(BASE)

LWL

(BASE)

LWL

CWL (BASE)

E G

M A

T C

H L

(BASE & OPTION 2)

LWL

(OPTION 2)

LWL

(BASE)

LWL

B A

S E O

P T

SHEET LEGEND

SEE NOTE 4

LINE HANDLER ACCESS

CONTRACTORS FOR ACCESS FROM NORTH CHANNEL.

CONTRACTOR TO COORDINATE WITH EXISTING UAW AND NLC 5.

TIMES.

CONTRACTOR MUST PROVIDE ACCESS TO VESSEL LINE HANDLERS AT ALL 4.

ON VESSEL TRAFFIC.

ACCESS ACROSS CLOSED GATES IS TEMPORARY AND VARIES DEPENDING 3.

NAVIGATION SEASON DUE TO MAC ARTHUR LOCK OPERATIONS.

CONTRACTOR MUST COORDINATE WITH SAO TO STAGE BOAT DURING 2.

NEW LOCK CHAMBER (N.L.C) HAS CWL'S IN DAVIS LOCK AREA1.

PROPOSED HAUL ROUTE TO FENDER 13 N.

PROPOSED HAUL ROUTE TO FENDER 13 S.

& FENDER 13 N.

FENDER 12 N / S., FENDER 11 N/ S.

PROPOSED HAUL ROUTE TO

NLC LWL

SEE NOTE 1

CLOSED GATE,

OPERATIONAL

EXISTING

EXISTING GATE E33

EXISTING GATE E15

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

LWL

LWL LWL

LWLLWL

LWL

L W

L L

W L

L W

LWL

L W

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:08 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC106

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

MAC ARTHUR LOCK

SCALE: 1" = 30' 30' 60'0

606.66

M E

L B

D O

U G

H E

R T

W H

N A

A T

N S

E A

S O

C O

N T

R A

C T

O R W

O R

K L

NAVIGATION SEASON: CONTRACTOR WORK LIMTS:

POE LOCK

S H

R R

E S

T O

R S

(BASE)

LWL

(BASE)

LWL

(BASE)

LWL

(BASE)

LWL

(BASE)

LWL

(BASE)

LWL

E G

M A

T C

H L

CERTIFIED FINAL - READY TO ADVERTISE

CONTRACTOR MUST PROVIDE ACCESS TO LINE HANDLERS AT ALL TIMES1.

GENERAL SHEET NOTES

(BASE & OPTION 2)

LWL

B A

S E O

P T

(BASE)

FENDER 13 S

(BASE)

FENDER 13 N

GALLERY ACCESS HATCH

(BASE)

EXISTING BOOM 13 OPERATIONAL

NLC LWL

EXISTING DEWATERING GATE 4

EXISTING GATE 3EXISTING GATE 2

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

LWL

L W

LWL

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:16 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC107

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

MAC ARTHUR LOCK

SCALE: 1" = 30' 30' 60'0

FLOW

606.66

M E

L B

D O

U G

H E

R T

W H

ADMIN BUILDING

N A

A T

N S

E A

S O

C O

N T

R A

C T

O R W

O R

K L

POE LOCK

NAVIGATION SEASON: CONTRACTOR WORK LIMTS: BOOM 13

S H

R R

E S

T O

R S

(BASE)

LWL

(BASE)

CWL

(BASE)

CWL

(BASE)

LWL

CWL(BASE)

(BASE)

LWL

SHEET LEGEND

SEE NOTE 1

LINE HANDLER ACCESS

B A

S E

TIMES.

CONTRACTOR MUST PROVIDE ACCESS TO VESSEL LINE HANDLERS AT ALL 1.

PUMP ROOM BELOW

EXISTING PUMP ROOM HATCH TO

PUMP ROOM BELOW

EXISTING PUMP ROOM HATCH TO

(BASE)

FILLED & CAPPED W/ CONCRETE

METALS TO BE REMOVED. PIT TO BE

EXISTING MACHINERY AND MISC

(BASE)

REMOVED AND FILLED W/ CONCRETE

EXISTING TRENCH COVERS TO BE

(OPTION 2)

REQ'D NEW MACHINERY & BUILDING

(OPTION 2)

CONTAIN ASBESTOS

REGULATIONS. BUILDING KNOWN TO

LOCAL, STATE AND FEDERAL

DISPOSED IN ACCORDANCE WITH ALL

EXISTING BUILDING TO BE REMOVED &

(OPTION 2)

SOUTHWEST PIER.

TO BE INSTALLED. BOOM LOCATED ON

AT SOUTHWEST PIER. REQ'D P3 BOOM

REMOVED AND PLACED IN STORAGE

EXISTING FENDER BOOM 11 TO BE

(OPTION 2)

REQ'D NEW MACHINERY & BUILDING

(BASE)

CAPPED W/ CONCRETE

BE REMOVED. PIT TO BE FILLED &

EXISTING BOLLARD & MISC METALS TO

(BASE)

REMOVED AND FILLED W/ CONCRETE

EXISTING TRENCH COVERS TO BE

(BASE)

INSTALL CORNER ARMORING.

RECESS TO BE FILLED W/ CONCRETE.

EXISTING LATCH SIDE EQUIPMENT

(OPTION 2)

MACHINERY FOUNDATION.

REINFORCED CONCRETE FOR NEW

EXISTING RECESS TO BE FILLED WITH

EXISTING BOLLARD TO BE REMOVED.

CAPPED WITH CONCRETE (OPTION 2)

REMOVED. PIT TO BE FILLED AND

MISCELLANEOUS METALS TO BE

EXISTING BRAKE MACHINERY AND

(OPTION 2)

INTAKE. SEE STRUCTURAL DRAWINGS

EXISTING AIR SHAFT AND NEW AIR

EXCAVATE CONNECTION BETWEEN

(OPTION 2)

CONCRETE FOR NEW MACHINERY FOUNDATION

RECESS TO BE FILLED WITH REINFORCED

EXISTING BOLLARD TO BE REMOVED. EXISTING

(OPTION 2)

INTAKE. SEE STRUCTURAL DRAWINGS

EXISTING AIR SHAFT AND NEW AIR

EXCAVATE CONNECTION BETWEEN

CAPPED WITH CONCRETE (OPTION 2)

REMOVED. PIT TO BE FILLED AND

MISCELLANEOUS METALS TO BE

EXISTING BRAKE MACHINERY AND

(OPTION 2)

SEE SPEC SECTION 09 97 13.27

METALS TO BE BLASTED AND PAINTED

COUNTERWEIGHT AND ALL EMBEDDED

EXISTING ROLLING SEGMENT WITH

EXISTING GATE 1

SEASON

DURING NON-NAVIGATION

EXISTING BULKHEAD IN PLACE

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:23 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC108

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

POE LOCK

FLOW

20' 40'0

M E

L B

D O

U G

H E

R T

W H

P O

E L

O C

K R

E H

A B

A T

F E

N D

E R

O R

K P

L A

F E

N D

E R

S H

R R

E S

T O

R S

B A

S E O

P T

U/S BOOM WORK PLAN: BOOM 11 & BOOM 12

(BASE)

MACHINERY FOUNDATION.

REINFORCED CONCRETE FOR NEW

EXISTING RECESS TO BE FILLED WITH

EXISTING BOLLARD TO BE REMOVED.

(BASE)

BUILDING & CORBAL

REQ'D NEW MACHINERY,

(BASE)

KNOWN TO CONTAIN ASBESTOS

STATE AND FEDERAL REGULATIONS, BUILDING

DISPOSED IN ACCORDANCE WITH ALL LOCAL,

EXISTING BUILDING TO BE REMOVED & (BASE)

SOUTHWEST PIER.

TO BE INSTALLED. BOOM LOCATED ON

AT SOUTHWEST PIER. REQ'D P2 BOOM

REMOVED AND PLACED IN STORAGE

EXISTING FENDER BOOM 13 TO BE

(BASE)

MACHINERY FOUNDATION.

REINFORCED CONCRETE FOR NEW

EXISTING RECESS TO BE FILLED WITH

EXISTING BOLLARD TO BE REMOVED.

(BASE)

BUILDING & CORBAL

REQ'D NEW MACHINERY,

(BASE)

CAPPED WITH CONCRETE

REMOVED. PIT TO BE FILLED AND

MISCELLANEOUS METALS TO BE

EXISTING BRAKE MACHINERY AND

(BASE)

CAPPED WITH CONCRETE

REMOVED. PIT TO BE FILLED AND

MISCELLANEOUS METALS TO BE

EXISTING BRAKE MACHINERY AND

PUMP ROOM BELOW

EXISTING HATCH TO

PUMP ROOM BELOW

EXISTING HATCH TO

(BASE)

SEE SPEC SECTION 09 97 13.27

METALS TO BE BLASTED & PAINTED

COUNTERWEIGHT & ALL EMBEDDED

EXISTING ROLLING SEGMENT WITH

EXISTING GATE 2

EXISTING GATE 3 EXISTING DEWATERING GATE 4

EXISTING DEWATERING BULKHEAD

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

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O J E

C T N

U M

B E

E N

A M

A N

S I

GC109

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

MAC ARTHUR LOCK

POE LOCK

SCALE: 1" = 30' 30' 60'0

FLOW

M E

L B

D O

U G

H E

R T

W H

F E

N D

E R

O R

K P

L A

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

B A

S E

D/S BOOM WORK PLAN: BOOM 13

CONTRACTOR TO VERIFY

CLEAR OPENING,

ON N-7, APPROX 4'-0" X 4'-9",

EXISTING GALLERY ACCESS

CONTRACTOR TO VERIFY

CLEAR OPENING,

ON S-5, APPROX 4'-0" X 5'-0",

EXISTING GALLERY ACCESS

AIR INTAKE SHAFT

TOP OF LOCK WALL

FROM CONTROL HOUSE ON

GALLERY ACCESS STAIRS

AIR INTAKE SHAFT

LOCK WALL

HOISE HOUSE ON TOP OF

FROM BULKHEAD STORAGE

GALLERY ACCESS STAIRS

SOCKET CYLINDER MANIFOLD

FENDER BOOM #11N BRAKE &

BOOM CYLINDER MANIFOLD

FENDER BOOM #11S BRAKE &

MANIFOLD

TAINTER VALVE #1N

MANIFOLD

TAINTER VALVE #1S

FENDER 12 SOCKET (BCRF12S)

BRAKE CYLINDER RECESS

(BCRF11S)

FENDER 11 SOCKET

BRAKE CYLINDER RECESS

SOCKET (PRF11S)

PUMP ROOM FENDER 11

BOOM (PRF11B)

PUMP ROOM FENDER 11

FENDER 11 BOOM (BCRF11B)

BRAKE CYLINDER RECESS

BOOM (PRF12B)

PUMP ROOM FENDER 12

FENDER 12 BOOM (BCRF12B)

BRAKE CYLINDER RECESS

(PRV1S)

PUMP ROOM VALVE 1 SOUTH

(PRV1N)

PUMP ROOM VALVE 1 NORTH

SOCKET (PRF12S)

PUMP ROOM FENDER 12

EXISTING GATE 1

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10

S-11

N-1 N-2 N-3 N-4 N-5 N-6 N-7 N-8 N-9 N-10

N-11

LWL

LWL LWL

LWL

LWL LWL

LWL

LWL LWL

LWL

W L

L W

L L

W L

L W

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:40 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC110

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S H

R R

E S

T O

R S

SCALE: 1/16" = 1' 0 8' 32'16'

SOUTH WALL CABLE GALLERY

(OPTION 2)

LWL

(OPTION 2)

LWL

(BASE)

LWL

(BASE & OPTION 2)

LWL

(BASE & OPTION 2)

LWL

(BASE)

LWL

(OPTION 2)

LWL

B A

S E O

P T

P L

A N V

W C

O N

T R

A C

T O

R W

O R

K L

N O

R T

H S

O U

T H M

O N

O L

H C

A B

L E G

A L L E

R Y

CABLE GALLERY PLANVIEW & CONTRACTOR WORK LIMITS

LEGEND: GC110 THRU GC112

CABLE GALLERY TUNNEL

CONTRACTOR TO VERIFY

CLEAR OPENING,

ON N-54, APPROX 4'-X0" X 4'-6",

EXISTING GALLERY ACCESS

CONTRACTOR TO VERIFY

CLEAR OPENING,

ON S-5, APPROX 3'-6" X 4'-0",

EXISTING GALLERY ACCESS

TOP OF LOCK WALL

FROM CONTROL HOUSE ON

GALLERY ACCESS STAIRS

MANIFOLD

TAINTER VALVE #2N

SOCKET CYLINDER MANIFOLD

FENDER BOOM #13N BRAKE &

BOOM CYLINDER MANIFOLD

FENDER BOOM #13S BRAKE &

MANIFOLD

TAINTER VALVE #2S

FENDER 13 SOCKET (BCRF13S)

BRAKE CYLINDER RECESS

SOCKET (PRF13S)

PUMP ROOM FENDER 13

2 NORTH (PRV2N)

PUMP ROOM VALVE

2 SOUTH (PRV2S)

PUMP ROOM VALVE

FENDER 13 BOOM (BCRF13B)

BRAKE CYLINDER RECESS

13 BOOM (PRF13B)

PUMP ROOM FENDER

EXISTING GATE 2

EXISTING GATE 3

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

S-53 S-54 S-55 S-56 S-57

N-53 N-54 N-55 N-56 N-57

S-47 S-48 S-49 S-50

S-51 S-52

N-47 N-48 N-49 N-50

N-51 N-52

LWL

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:47 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC111

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S H

R R

E S

T O

R S

SCALE: 1/16" = 1' 0 8' 32'16'

SOUTH WALL CABLE GALLERY

NORTH WALL CABLE GALLERY

M A

T C

H L

D G

CABLE GALLERY PLANVIEW & CONTRACTOR WORK LIMITS

B A

S E

N O

R T

H S

O U

T H M

O N

O L

H C

A B

L E G

A L L E

R Y

P L

A N V

W C

O N

T R

A C

T O

R W

O R

K L

GALLERY ACCESS DOOR

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

S-57 S-58 S-59 S-60 S-61 S-62 S-63 S-64

N-57 N-58 N-59 N-60 N-61 N-62 N-63 N-64

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:13:53 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

GC112

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

G C

.d g n

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S H

R R

E S

T O

R S

SCALE: 1/16" = 1' 0 8' 32'16'

N O

R T

H S

O U

T H M

O N

O L

CABLE GALLERY PLANVIEW

C A

B L E G

A L L E

R Y P

L A

N V

M A

T C

H L

D G

GIRDER

TOP OF BOLLARD

REMOVED DOWN TO

ASSEMBLY TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD

GIRDER

TOP OF BOLLARD

REMOVED DOWN TO

ASSEMBLY TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD TOP OF BOLLARD GIRDER

CONCRETE TO BE REMOVED DOWN TO

EXISTING BOLLARD ASSEMBLY &

TOP OF BOLLARD GIRDER

CONCRETE TO BE REMOVED DOWN TO

EXISTING BOLLARD ASSEMBLY &

REMOVED

GUIDES TO BE

EXISTING BOLLARD

TOP OF BOLLARD GIRDER

CONCRETE TO BE REMOVED DOWN TO

EXISTING BOLLARD ASSEMBLY &

TOP OF BOLLARD GIRDER

CONCRETE TO BE REMOVED DOWN TO

EXISTING BOLLARD ASSEMBLY &

REMOVED

EXISTING GALLERY DOOR TO BE

REMOVED

BUILDING TO BE

& LADDER INSIDE

EXISTING GUARD RAIL

TO BE REMOVED

W/ TOP OF WALL

20/131. CUT VERTICAL REINF FLUSH

TOP OF WALL, SEE REF 20/76 &

WITH LOUVERS TO BE REMOVED TO

EXISTING AIR INTAKE ENCLOSURE

W/ TOP OF WALL

20/131. CUT VERTICAL REINF FLUSH

TOP OF WALL, SEE REF 20/76 &

WITH LOUVERS TO BE REMOVED TO

EXISTING AIR INTAKE ENCLOSURE

TO BE REMOVED

RECESS PIT, SEE NOTE 1.

EXISTING CYLINDER

RECESS PIT, SEE NOTE 1.

EXISTING CYLINDER

REFERENCE DRAWINGS

REMOVED, SEE

EXISTING BUILDING TO BE

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

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O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

P O

E L

O C

K R

E H

A B

A T

SD101

SCALE: NTS

PLAN VIEW: N-3 PLAN VIEW: S-3

SCALE: NTSSD101

E1 SECTION A-A: N-3

NOTE: N-3 AS SHOWN, S-3 SIMILAR

E SECTION B-B: N-3

NOTE: N-3 AS SHOWN, S-3 OPPOSITE HAND

E1 SECTION D-D: S-3

E1 SECTION C-C: N-3

S H

R R

E S

T O

R S

CERTIFIED FINAL - READY TO ADVERTISE

O P

F E

N D

E R

E C

E S

S E

S N -3 S -3 B

R A

K E C

Y L

D E

B O

L L

A R

D A

S S

E M

B L

Y M

C I T

E M D

E M

O L

FOR SECTIONS NOT SHOWN ON THIS SHEET, SEE REFERENCE DRAWINGS.4.

FOR CONCRETE DEMO SEE SD104 AND SD105.3.

SAO.

SOUTHWEST PIER. SEE GC104. EXACT LOCATION TO BE COORDINATED WITH

STORAGE AT LOCATION OF REHABILITATED P3 FENDER BOOM AT

EXISTING FENDER 11 NOT SHOWN FOR CLARITY. REMOVE AND PLACE IN 2.

PIT. EMBEDED METALS MAY REMAIN.

FROM WITHIN THE CYLINDER RECESS PIT AND BOLLARD ASSEMBLY RECESS

ALL MACHINERY PLATFORMS, LADDERS & MISC METALS SHALL BE REMOVED 1.

REMOVED DOWN TO

ASSEMBLY TO BE

EXISTING BOLLARD

TO BE REMOVED

REMOVED

EXISTING DOOR TO BE

BE REMOVED

EXISTING RECESS COVERS TO

GUIDES TO BE REMOVED

EXISTING BOLLARDS AND

REMAIN

EXISTNG GIRDERS TO

BE REMOVED

EXISTING RECESS COVERS TO

TOP OF GIRDERS

TO BE REMOVED DOWN TO

EXISTING BOLLARD ASSEMBLY

BE REMOVED

EXISTING RECESS COVERS TO

SEE NOTE 3

BE REMOVED

EXISTING RECESS COVERS TO

TO BE REMOVED

SEE REF 20/64, 34/18 & 34/17

RECESS FRAMING AND COVERS.

REMOVE SOCKET CONNECTOR,

QUADRANT TO REMAIN

BULKHEAD TO BE REMOVED

EXISTING WIRE ROPE TRENCH

BULKHEAD TO BE REMOVED

EXISTING WIRE ROPE TRENCH

REMOVED

EXISTING GUARDRAIL TO BE

TO BE REMOVED.

PIT GUARDING POSTS

EXISTING (4) RECESS

TO BE REMOVED.

PIT GUARDING POSTS

EXISTING (4) RECESS

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

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O J E

C T N

U M

B E

E N

A M

A N

S I

SD102

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

SCALE: NTSSD102

SCALE: NTS

PLAN VIEW: S-8

PLAN VIEW: N-8

SECTION B-B: N-8SECTION A-A: N-8

NOTE: N-8 AS SHOWN, S-8 OPPOSITE HAND

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

CERTIFIED FINAL - READY TO ADVERTISE

NOTE: N-8 AS SHOWN, S-8 SIMILAR OPPOSITE HAND

B A

S E

F E

N D

E R

E C

E S

S E

S N -8 S -8 B

R A

K E C

Y L

D E

B O

L L

A R

D A

S S

E M

B L

Y M

C I T

E M D

E M

O L

PITS. EMBEDED METALS MAY REMAIN.

FROM WITHIN THE CYLINDER RECESS PIT AND BOLLARD ASSEMBLY RECESS

ALL MACHINERY PLATFORMS, LADDERS & MISC METALS SHALL BE REMOVED 6.

FOR SECTIONS NOT SHOWN ON THIS SHEET, SEE REF DRAWINGS.5.

REMOVED.

LADDERS AND PLATFORMS WITH IN BRAKE CYLINDER RECESS SHALL BE

ALL EXISTING STEEL COVERS PLATES SHALL BE REMOVED. ALL EXISTING 4.

COUNTERWEIGHT RECESS HAS BEEN FILLED WITH CONCRETE.3.

REMOVED PRIOR TO CONTRACT.

THE CYLINDERS, QUADRANTS, CROSSHEAD AND SHEAVES HAVE BEEN 2.

STANDING WATER HAS BEEN NOTED IN S-8 CYLINDER RECESS.1.

RECESS PIT GUARDING POST

NOTE: IMAGE SHOWN FOR REFERENCE ONLY.

REMOVED DOWN TO

ASSEMBLY TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD GIRDER

TOP OF BOLLARD

REMOVED DOWN TO

ASSEMBLY TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD

REMOVED

GUIDES TO BE

EXISTING BOLLARD

GIRDER

TOP OF BOLLAR

REMOVED DOWN TO

CONCRETE TO BE

ASSEMBLY &

EXISTING BOLLARD

GIRDER

TOP OF BOLLARD

REMOVED DOWN TO

CONCRETE TO BE

ASSEMBLY &

EXISTING BOLLARD

REMOVED

EXISTING DOOR TO BE

TO BE REMOVED

EXISTING PLATFORMS

BE REMOVED

EXISTING LADDER TO

TO BE REMOVED

EXISTING PLATFORMS

BE REMOVED

EXISTING LADDER TO

TO BE REMOVED

EXISTING MANDOOR

REMOVED (TYP, S-51)

FOR BUILDING TO BE

EXISTING FRAMING

REMOVED

BUILDING TO BE

COUNTER WEIGHT

EXISTING FENDER 13

SEE SHEET S-104

OF LOCK CHAMBER.

RE-INSTALLED AT FACE

REMOVED AND

EXISTING RAILS TO BE

REMOVED

EXISTING RAIL TO BE

TO BE REMOVED

EXISTING GUARDRAIL

SEE NOTE 1

CYLINDER RECESS,

EXISTING BRAKE

SEE NOTE 1

CYLINDER RECESS,

EXISTING BRAKE

REMOVED

BUILDING TO BE

AND LADDER INSIDE

EXISTING GUARDRAIL

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:19:53 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD103

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

SECTION A-A: N-51 SECTION B-B: N-51

SD103

P O

E L

O C

K R

E H

A B

A T

S H

R R

E S

T O

R S

SCALE: NTS

PLAN VIEW: S-51

SCALE: NTS

PLAN VIEW: N-51

NOTE: N-51 AS SHOWN, S-51 SIMILAR

CERTIFIED FINAL - READY TO ADVERTISE

NOTE: N-51 AS SHOWN, S-51 SIMILAR OPPOSITE HAND

B O

L L

A R

D A

S S

E M

B L

Y M

C I T

E M D

E M

O L

F E

N D

E R

E C

E S

S E

S N -5

S -5

R A

K E C

Y L

D E

B A

FOR SECTIONS NOT SHOWN ON THIS SHEET, SEE REFERENCE DRAWINGS.4.

SEE REFERENCE DRAWINGS FOR EXISTING MACHINERY & MISC METALS.3.

SAO.

SOUTHWEST PIER. SEE GC104. EXACT LOCATION TO BE COORDINATED WITH

STORAGE AT LOCATION OF REHABILITATED P2 FENDER BOOM AT

EXISTING FENDER 13 NOT SHOWN FOR CLARITY. REMOVE AND PLACE IN 2.

ASSEMBLY RECESS PIT. EMBEDED METALS MAY REMAIN.

REMOVED FROM WITHIN THE CYLINDER RECESS PIT AND BOLLARD

ALL MACHINERY, PLATFORMS, LADDERS AND MISC. METALS SHALL BE 1.

10'-4"

"2 18'-111'-5""2

17'-1

"2 17'-1 1'-5" "2

14'-7

"2 11'-9

2'-3"

"2 11'-9

1'-8"

"2 14'-10

PRECAST BEAM

REQ'D SAWCUT LINES FOR

REQ'D SAWCUT LINES

COVERS TO BE REMOVED

EXISTING CYLINDER RECESS

TO BE REMOVED

EXISTING EMBEDDED ANGLES

MONOLITH N-3

EXISTING BACK EDGE OF

MONOLITH N-4

EXISTING BACK EDGE OF

8'-4"

" 1

3'-10"

4'-7"

ON 3 SIDES

LEDGE FOR EMBEDED ANGLE

REQ'D 3 1/2" X 3 1/2" SAWCUT

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:20:37 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

M E

L B

D O

U G

H E

R T

W H

P O

E L

O C

K R

E H

A B

A T

SD104

M O

N O

H N -3 D

E M

O L

S H

R R

E S

T O

R S

S T

C O

N T

R O

L J

S A

W C

U T P

L A

SCALE: 1/2" = 1'

0 2' 4'1'

CERTIFIED FINAL - READY TO ADVERTISE

O P

DRAWING SMR-L2-20/103.

EXISTING REINFORCEMENT NOT SHOWN ON ALL DETAILS. SEE REFERENCE 2.

WITHIN RECESS AND CYLINDER PIT.

SEE SHEET SD102 FOR EXISTING MACHINERY AND MISC METAL REMOVAL 1.

GENERAL SHEET NOTES

MONOLITH N-3: SAWCUT PLAN

SD300

"2 17'-1 1'-5" "2

18'-11

1'-8"

"2 11'-9"2

11'-9

"2 17'-1 1'-5" "2

14'-7

7'-10"

8'-1"

"2 14'-10

4'-7"

1'-9"

1'-2"

PRECAST BEAM

REQ'D SAWCUT LINES FOR

REQ'D SAWCUT LINES

COVERS TO BE REMOVED

EXISTING CYLINDER RECESS

TO BE REMOVED

EXISTING EMBEDDED ANGLES

NO SAWCUT LEDGE REQUIRED

LOCATION OF BUILDING WALL.

OUTSIDE OF BUILDING

EMBEDED ANGLE FOR TRENCH

REQ'D SAWCUT LEDGE FOR

REQ'D SAWCUT FOR TRENCH

REQ'D BUILDING

REQ'D 1/4" CLEARANCE FROM

NO SAWCUT LEDGE REQUIRED

LOCATION OF BUILDING WALL.

REQ'D BUILDING

REQ'D 1/4" CLEARANCE FROM

2'-5"

EMBEDED ANGLE ON 3 SIDES

REQ'D SAWCUT LEDGE FOR

FOR EMBEDED ANGLE ON 3 SIDES

REQ'D 3 1/2" X 3 1/2" SAWCUT LEDGE

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:20:45 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

M E

L B

D O

U G

H E

R T

W H

P O

E L

O C

K R

E H

A B

A T

SD105

M O

N O

H S -3 D

E M

O L

S H

R R

E S

T O

R S

S T

C O

N T

R O

L J

SCALE: 1/2" = 1' 0 2' 4'1'

S A

W C

U T P

L A

CERTIFIED FINAL - READY TO ADVERTISE

WITHIN RECESS AND CYLINDER PIT.

SEE SHEET SD102 FOR EXISTING MACHINERY & MISC. METAL REMOVAL 1.

GENERAL SHEET NOTES

O P

MONOLITH S-3: SAWCUT PLAN

SD300

17'-6"

14'-10" 2'-5"

REQ'D SAWCUT LINES

TO BE REMOVED

EXISTING EMBEDDED ANGLES

10'-4" 1'-6"

11'-10"

"16 13'-9

4 1/2" X 4 1/2" CUTOUT

TO BE REMOVED, PROVIDE MIN

EXISTING EMBEDDED ANGELS

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:20:53 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD106

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

M O

N O

H N -8 D

E M

O L

S A

W C

U T P

L A

SCALE: 3/8" = 1'

4'0 2' 8'

NOTE:

CERTIFIED FINAL - READY TO ADVERTISE

FOR EXISTING WALL ARMOR CUTS, SEE S-103.2.

SEE REFERENCE DRAWINGS SMR-L2-20/58, 20/86, 20/90 & 20/103. 1.

GENERAL NOTES

B A

MONOLITH N-8: SAWCUT PLAN

17'-6"

"2 114'-11

2'-5"

10'-8"

REQ'D SAWCUT LINES

TO BE REMOVED

EXISTING EMBEDDED ANGLES

4 1/2" X 4 1/2" CUTOUT

TO BE REMOVED, PROVIDE MIN

EXISTING EMBEDDED ANGELS

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:21:01 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD107

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

S A

W C

U T P

L A

M O

N O

H S -8 D

E M

O L

SCALE: 1/2" = 1'

0 2' 4'1'

NOTE:

CERTIFIED FINAL - READY TO ADVERTISE

B A

S E

SEE REFERENCE DRAWINGS SMR-L2-20/58, 20/86, 20/90 & 20/103.1.

GENERAL NOTES

MONOLITH S-8: SAWCUT PLAN

COVERS TO BE REMOVED

EXISTING CYLINDER RECESS

TO BE REMOVED

EXISTING EMBEDDED ANGLE

PRECAST BEAM

REQ'D SAWCUT LINES FOR REQ'D SAWCUT LINES

NEW MACHINERY, SEE M-101

REQ'D SAWCUT LINES FOR

"2 17'-1 1'-5"

"2 18'-11

11'-5"

17'-6"

"2 17'-1 1'-5"

6'-5"

2'-5"

1'-8"

52'-0"

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:21:08 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD108

W C

U T P

L A

D E

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S T

C O

N T

R O

L J

S T

C O

N T

R O

L J

M O

N O

H N -5

E M

O L

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

CL FENDER

CERTIFIED FINAL - READY TO ADVERTISE

SCALE: 1/2" = 1'

0 2' 4'1'

MONOLITH N-51: SAWCUT PLAN

WITHIN RECESS & CYLINDER PIT.

SEE SHEET SD103 FOR EXISTING MACHINERY & MISC METAL REMOVAL 2.

WITHIN RECESS AND CYLINDER PIT.

SEE SHEET SD102 FOR EXISTING MACHINERY & MISC. METAL REMOVAL 1.

GENERAL SHEET NOTES

B A

EXISTING EMBEDED ANGLE TO BE REMOVED

PRECAST BEAM

REQ'D SAWCUT LINES FOR REQ'D SAWCUT LINES

COVERS TO BE REMOVED

EXISTING CYLINDER RECESS

NEW MACHINERY, SEE M-102

REQ'D SAWCUT LINES FOR

"2 17'-1 1'-5"

"2 18'-11

1'-8"

2'-5"

6'-5"

1'-5"

"2 17'-1

52'-0"

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:21:16 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD109

W C

U T P

L A

D E

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

M E

L B

D O

U G

H E

R T

W H

S T

C O

N T

R O

L J

S T

C O

N T

R O

L J

M O

N O

H S -5

E M

O L

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

CERTIFIED FINAL - READY TO ADVERTISE

RECESS AND CYLINDER PIT.

SEE SHEET SD102 FOR EXISTING MACHINERY & MISC. METAL REMOVAL WITH 1.

GENERAL SHEET NOTES

B A

S E

SCALE: 1/2" = 1'

0 2' 4'1'

MONOLITH S-51: SAWCUT PLAN

TO BE REMOVED

EXISTING RED LIGHT

TO BE REMOVED

WIRE ROPE HANGER

EXISTING DAMAGED

LIGHT TO BE REMOVED

EXISTING YELLOW

BE REMOVED. (TYP)

EXISTING GUARD RAIL POSTS TO

EXTENTS. (TYP)

REMOVED, FIELD VERIFY

EXISTING GRATING TO BE

REMOVED

WIRING & FASTENING TO BE

REQ'D ELECTRICAL CONDUIT,

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:21:24 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD110

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

E R

O P

E F

E N

D E

R B

O O

PLAN: FENDER BOOM P2

SCALE: NTS

SECTION A-A: FENDER BOOM P2

M E

L B

D O

U G

H E

R T

W H

D E

M O

F E

N D

E R B

O O

M P

CERTIFIED FINAL - READY TO ADVERTISE

REPLACE ALL ELECTRICAL CONDUITS.2.

& D2-53-58

EXISTING HEAT SHIELDS NOT SHOWN, SEE REFERENCE DRAWINGS D2-53-57 1.

REMOVED

DIAGONAL BRACE TO BE

EXISTING DAMAGED BOTTOM

TO BE REMOVED

EXISTING RED LIGHT

BE REMOVED. (TYP)

EXISTING GUARD RAIL POSTS TO

EXTENTS. (TYP)

REMOVED, FIELD VERIFY

EXISTING GRATING TO BE

TO BE REMOVED

EXISTING RED LIGHT

LIGHT TO BE REMOVED

EXISTING YELLOW

REMOVED

WIRING & FASTENING TO BE

EXISTING ELECTRICAL CONDUIT,

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

®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

M V

N D

L A

N D N

A V

A G

A T

N D

E S

N C

E N

T E

R L

R D

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:22:44 AM 3/1/2021

O J E

C T N

U M

B E

E N

A M

A N

S I

SD111

T R

M I

A N A

V E

D E

T R

X K

S L P o e S h ip

A rr e s to r_

S D

.d g n

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

M A

R C

S L

E R

O P

E F

E N

D E

R B

O O

PLAN: FENDER BOOM P3

SCALE: NTS

SECTION A-A: FENDER BOOM P3

M E

L B

D O

U G

H E

R T

W H

D E

M O

F E

N D

E R B

O O

M P

S H

R R

E S

T O

R S

P O

E L

O C

K R

E H

A B

A T

CERTIFIED FINAL - READY TO ADVERTISE

REPLACE ALL ELECTRICAL CONDUITS.2.

D2-53-57 & D2-53-58.

EXISTING HEAT SHIELDS TO BE INSTALLED, SEE REFERENCE DRAWINGS 1.

"2 14'-104'-0"

4'-7"6"

4'-4"

ON 3 SIDES

LEDGE FOR EMBEDED ANGLE

REQ'D 3 1/2 " X 3 3 1/2" SAWCUT

SLAB SEAT

REQ'D LEDGE FOR CONCRETE

REINFORCEMENT

EXISTING #6

REMOVED

EMBEDDED ANGLES TO BE

EXIST…

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File details come from the government source that posted it. Updated Apr 9, 2021.