Upstream_Channel_Deepening_Certified_Final_RTA_Plans.pdf

PDF 45 MB Posted Oct 4, 2019

Attached to: New Soo Lock Upstream Channel Deepening Federal contract opportunity
Solicitation number: W911XK20B0001
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 27, 2023

This notice provides information about an upcoming solicitation for construction services. The U.S. Army Corps of Engineers, Detroit District, intends to issue an Invitation for Bid to construct the New Soo Lock Upstream Channel Deepening at Sault Ste. Marie, Michigan. The project scope includes deepening the upstream approach to the locks in the north canal in order to eventually accommodate a new Poe sized lock. The channel will be deepened to 29 feet below Low Water Datum plus 1 foot of required over-depth and 1 foot of allowable over-depth. The removal of approximately 300,000 cubic yards of bedrock and overburden material will be required. Monitoring will be needed to ensure nearby structures are not affected. Material will be taken to an upland disposal site adjacent to the work area. The anticipated solicitation release date is October 2019. The NAICS code is 237990 with a small business size standard of $36.5 million. A firm-fixed price construction contract valued between $25-100 million will be awarded for a 22 month period of performance.

From the source

W911XK20B0001 Plans

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Other files for this federal contract opportunity

Other files attached to New Soo Lock Upstream Channel Deepening, newest first.
File	Type	Posted
ABSTRACT OF OFFERS-CONSTRUCTION-1419_W911XK20B0001.pdf	PDF	Nov 14, 2019
W911XK20B0001_Amendment_0002.pdf	PDF	Nov 6, 2019
NOTICE_AM_0002_folder_incorrectly_labeled_AM0003.pdf	PDF	Nov 6, 2019
STORAGE_TANK_PHOTOGRAPHS,_LEAD_BASED_PAINT_TEST_RESULTS_&_WASTE.pdf	PDF	Oct 31, 2019
UPSTREAM_CHANNEL_DEEPENING_CADD_FILES.zip	ZIP file	Oct 31, 2019
ZIP_Folder_01_99_90_ATTACHMENTS_(1).zip	ZIP file	Oct 31, 2019
W911XK20B0001_Amendment_0001.docx.pdf	PDF	Oct 31, 2019
SL_US-DEEPEN_CN110_Amend0001.pdf	PDF	Oct 31, 2019
UCD_Trailer_Location.pdf	PDF	Oct 31, 2019
Pre-Bid_Site_Visit_Sign-In_Sheet.pdf	PDF	Oct 21, 2019
01_99_90_Attachments.zip	ZIP file	Oct 4, 2019
W911XK20B0001_Invitation_for_Bid.pdf	PDF	Oct 4, 2019
Upstream_Channel_Deepening_Certified_Final_RTA_Specs.pdf	PDF	Oct 4, 2019

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WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

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

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

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SAULT STE. MARIE, MI

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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.

FREDERICK R. JOERS P.E., DIRECTOR INDC

MINNESOTA

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

PROJECT MAP

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CERTIFIED FINAL - READY TO ADVERTISE

FREDERICK R. JOERS /S/

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WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

MARIE T. STRUM /S/

GRID SPACE DETAIL IS LOCATED

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FOUND IN THE 10 FOOT BY 10 FOOT AREA CENTERED AROUND THE TEXT.

THE SOUNDINGS INDICATED HEREON REPRESENT THE MINIMUM DEPTH 5.

MULTIBEAM SONAR.

REISS COAL DOCK. DEPTHS ARE MEASURED USING AN R2SONIC 2024

LEVEL READINGS ARE FROM AN AUTOMATED GAUGE LOCATED AT THE C.

599.6 FEET ABOVE MEAN WATER LEVEL AT POINT RIMOUSKI QUEBEC. WATER

GREAT LAKES DATUM 1955 (IGLD 55). LOW WATER DATUM (LWD) ZERO IS

ELEVATION AND SOUNDING DEPTHS ARE REFERRED TO INTERNATIONAL 4.

APPLANIX MARINE POS/MV 5.0

CORRECTION SELECTION. THE GPS RECEIVER IS MANUFACTURED BY

CLOSEST BASE STATION IS USED AS THE DETERMINING FACTOR IN

MICHIGAN CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE

GLOBAL POSITION SYSTEM (RTK). CORRECTIONS ARE PROVIDED BY THE

HORIZONTAL POSITIONING IS DETERMINED USING REAL TIME KINEMATIC 3.

U.S. SURVEY FEET.

(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN

COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE

GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.

INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.

SURVEYS MADE ON APRIL 19, 2017 AND CAN ONLY BE CONSIDERED AS

THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF 1.

GENERAL SURVEY NOTES (VIDAL SHOALS)

RX1250XC SMART ROVER GPS RECEIVER.

(IGLD 85). HORIZONTAL POSITIONING IS DETERMINED USING A LEICA

ELEVATIONS ARE REFERRED TO INTERNATIONAL GREAT LAKES DATUM 1985 3.

U.S. SURVEY FEET.

(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN

COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE

GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.

INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.

SURVEYS MADE ON NOVEMBER 2017 AND CAN ONLY BE CONSIDERED AS

THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF 1.

GENERAL SURVEY NOTES (NORTHWEST PIER)

NOTED OTHERWISE.

ALL BORING LOGS AND TEST PITS ARE REFERENCED TO L.W.D. , UNLESS 3.

CONTAINING 7 TEETH.

TEST PITS WERE TAKEN USING A 5 CY SQUARE-NOSED CLAMSHELL BUCKET 2.

DATA.

SEE SPECIFICATION SECTION 01 99 90 FOR SUBSURFACE INVESTIGATION 1.

GENERAL NOTES - BORINGS

UNLESS NOTEDU.N.

UPSTREAMU.S.

STANDARDSTD

STEEL SHEET PILESSP

STATE HISTORIC PRESERVATION OFFICERSSHPO

REQUIREDREQ'D

ORDINARY HIGH WATER MARKO.H.W.M.

NORTHWEST PIERNWP

MINIMUMMIN

MAXIMUMMAX

INTERNATIONAL GREAT LAKES DATUMI.G.L.D.

ELEVATIONEL

DOWNSTREAMD.S.

CONTRACTOR WORK LIMITSCWL

CONTRACTING OFFICER'S REPRESENTATIVEC.O.R.

CORPS OF ENGINEERSC.O.E.

APPROXIMATEAPPROX

ABBREVIATIONS

FOUND IN THE 10 FOOT BY 10 FOOT AREA CENTERED AROUND THE TEXT.

THE SOUNDINGS INDICATED HEREON REPRESENT THE MINIMUM DEPTH 5.

MULTIBEAM SONAR.

SOUTHWEST PIER. DEPTHS ARE MEASURED USING AN R2SONIC 2024

LEVEL READINGS ARE FROM AN AUTOMATED NOAA GAUGE LOCATED AT

600.4 FEET ABOVE MEAN WATER LEVEL AT POINT RIMOUSKI QUEBEC. WATER

GREAT LAKES DATUM 1985 (IGLD 85). LOW WATER DATUM (LWD) ZERO IS

ELEVATION AND SOUNDING DEPTHS ARE REFERRED TO INTERNATIONAL 4.

APPLANIX MARINE POS/MV 5.0

CORRECTION SELECTION. THE GPS RECEIVER IS MANUFACTURED BY

CLOSEST BASE STATION IS USED AS THE DETERMINING FACTOR IN

MICHIGAN CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS). THE

GLOBAL POSITION SYSTEM (RTK). CORRECTIONS ARE PROVIDED BY THE

HORIZONTAL POSITIONING IS DETERMINED USING REAL TIME KINEMATIC 3.

U.S. SURVEY FEET.

(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN

COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE

GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.

INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.

SURVEYS MADE ON JUNE 21, 2018 AND CAN ONLY BE CONSIDERED AS

THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF 1.

GENERAL SURVEY NOTES (NORTH U.S. CANAL)

(IGLD 85).

ELEVATIONS ARE REFERRED TO INTERNATIONAL GREAT LAKES DATUM 1985 3.

U.S. SURVEY FEET.

(2111). NORTH AMERICAN DATUM (NAD83). ALL COORDINATES SHOWN ARE IN

COORDINATE SYSTEM, LAMBERT PROJECTION, MICHIGAN NORTH ZONE

GRID COORDINATES ARE BASED ON THE MICHIGAN STATE PLANE 2.

INDICATING THE GENERAL CONDITIONS PRESENT AT THAT TIME.

SURVEYS MADE ON MAY 14, 2018 AND CAN ONLY BE CONSIDERED AS

THE INFORMATION DEPICTED ON THE PLANS REPRESENT THE RESULTS OF 1.

GENERAL SURVEY NOTES (N.W.P TRANSFER SITE)

CERTIFIED FINAL - READY TO ADVERTISE

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00, 13 51 10, 13 51 20, 13 51 30, 13 51 40, 13 70 00 AND 31 23 01.01.

ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATION SECTIONS 13 51

THE CONTRACTOR SHALL INSTALL AND MONITOR INSTRUMENTATION IN 10.

TIME DURING CONSTRUCTION.

EXISTING TIMBER CRIB APPROACH WALLS SHALL NOT BE LOADED AT ANY

THE CONTRACTOR'S WORK PLAN.

PROPOSED METHOD FOR DISTRIBUTION OF LOADS SHALL BE INCLUDED IN

THE EXISTING APPROACH WALL WILL NOT EXCEED 150 PSF. CONTRACTOR'S

DISTRIBUTED OVER THE SURFACE AREA SUCH THAT THE NET LOADING ON

(DEAD LOAD AND LIVE LOAD) GREATER THAN 6,000 POUNDS SHALL BE

WITHIN THE DESIGNATED TRANSFER SITE LOCATIONS, ALL SURCHARGE 9.

CONTRACTOR SHALL COORDINATE WITH OTHERS.

CONTRACTORS ADJACENT TO OR IN THE SAME LOCATION. THE

THE CONTRACTOR IS INFORMED THAT THE GOVERNMENT MAY HAVE OTHER 8.

TO INSPECTION.

LOCATION WITH THE C.O.R. ANCHORAGE AND MOORING LINES ARE SUBJECT

CONTRACTOR WILL EXERCISE CAUTION AND COORDINATE THE MOORING

THE CONTRACTOR IS PERMITTED TO MOOR IN THE NORTH CANAL. THE 7.

CONSTRUCTION MACHINERY OVER THE UNIT 10 SLUICEWAY STRUCTURE.

THE CONTRACTOR IS PROHIBITED FROM DRIVING CARS, TRUCKS OR HEAVY 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.

CONTRACTOR WORK LIMITS (CWL).

WORKING AREA AVAILABLE TO THE CONTRACTOR IS INDICATED BY THE 4.

OPERATION PURPOSES.

AND OTHER CONTRACTORS WILL REQUIRE ACCESS FOR PROJECT

ROADS WITHIN THE CONTRACTOR WORK LIMITS. GOVERNMENT PERSONNEL

THE CONTRACTOR WILL NOT BE PERMITTED TO BLOCK SIDEWALKS AND 3.

GOVERNMENT PROPERTY LINE IDENTIFIED.

CONSTRUCTION DOES NOT IMPACT NORMAL OPERATIONS WITHIN THE U.S.

THE CONTRACTOR SHALL COORDINATE WITH THE C.O.R. TO ENSURE 2.

ALLOWABLE OVERDEPTH.

REQUIRED DEPTH AS 30.0 FEET BELOW LOW WATER DATUM WITH 1-FOOT OF

DEPTH NEEDED FOR THIS PROJECT. THE DESIGN DRAWINGS REFER TO THE

PROJECT TO THE AUTHORIZED DIMENSIONS. TO AVOID CONFUSION ON THE

REQUIRED OVERDEPTH WILL ALLOW FOR FUTURE MAINTENANCE OF THE

OVERDEPTH AND 1-FOOT OF ALLOWABLE OVERDEPTH. THE 1-FOOT OF

29.0 FEET BELOW LOW WATER DATUM WITH 1 FOOT OF REQUIRED

PLACEMENT SITE. THE AUTHORIZED DEPTH WITHIN THE PROJECT AREA IS

DETENTION DITCH, CLEARING AND GRADING WILL ALL BE REQUIRED AT THE

DEBRIS, CONSTRUCTION OF ACCESS ROADS, CONSTRUCTION OF A

PLACEMENT SITE ON THE NORTHWEST PIER. DISPOSAL OF MISCELLANEOUS

THE DEEPENING WILL BE PLACED AT THE GOVERNMENT FURNISHED

THROUGHOUT CONSTRUCTION BY THE CONTRACTOR. ALL MATERIALS FROM

CONSTRUCTED ALONG THE EXISTING APPROACH WALLS AND MONITORED

DEEPENING ACTIVITIES INITIATING, VARIOUS INSTRUMENTATION SHALL BE

CONSTRUCTION OF A NEW LOCK AT THE SOO LOCKS COMPLEX. PRIOR TO

CHANNEL IN THE NORTH CANAL TO EVENTUALLY ACCOMMODATE

THE PROJECT CONSISTS OF THE DEEPENING OF THE UPSTREAM APPROACH 1.

GENERAL NOTES - CONTRACT PLANS

X-###

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X-5##

SOO COMPLEX PROPERTY LINE

CONTRACTOR WORK LIMITS

PLACEMENT SITE

NORTHWEST PIER &

FEDERAL NAVIGATION CHANNEL

INTERNATIONAL BORDER

WEST CENTER PIER

UNIT 10 SLUICEWAY

(PRIVATELY OWNED)

EXISTING CN RAILROAD BRIDGE

(PRIVATELY OWNED)

EXISTING INTERNATIONAL BRIDGE

UNIT 10 HEADRACE

CHANNEL

FEDERAL NAVIGATION

UNIT 10 POWERHOUSE

UNIT 10 TAILRACE

RAPIDS

GATE 26, SEE NOTE 1

BUILDING (MSB)

MAINTENANCE SUPPORT

STORAGE AREA

STONE PROTECTION

OPTION 1 DEEPENING AREA

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CANADIAN FLAG

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c a t w a l k

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ONTARIO CANADA

CHIPPEWA CO., MI

ANCHOR

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32+00

33+0033+21.67

0+001+002+003+004+005+006+007+008+009+0010+0011+00 12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

23+85

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+0017+00 18+00

19+00

20+00

20+96.95

44.0

41.2

40.1

39.9 39.9

38.7

37.2

36.8

35.7

35.5

35.2

35.0

34.8

34.5

34.4

34.2

34.1

33.8

33.7

33.5

33.4

33.2

33.1

33.0

32.6

32.5

32.4

32.1

31.9

31.3

30.9

30.6

30.1

29.9

29.4

29.0

27.6

27.5

27.4

27.1

27.0

26.7

26.6

26.5

26.4

26.1

26.0

25.9

25.7

25.6

25.5

25.3

25.2

25.2 25.2

25.2

25.15

24.9

24.8

24.7

24.6

24.5

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:05 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

GC100

T R

M I

A N A

V E

D E

T R

M S

T R

U M

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

S L

LEGEND

M E

L B

T S

R O

S S

NORTHING EASTING

638502.352 26912423.026

637661.718 26905473.685

REQ'D PLACEMENT AREA

FLOW

G E

N E

R A

L C

O N

T R

A C

VIDAL SHOALS

STATION

STA 5+00

STA 75+00

S T

CONTRACTOR WORK LIMITS

NORTHING EASTING

638886.47 26913210.84

638656.97 26912610.62

638476.97 26911078.82

638610.37 26910349.17

638587.50 26909117.30

EXISTING CONTROL POINTS

POINT

14 590.29

609.22

606.57

612.22

611.61

20 638720.82 26907935.95 618.08

21 638718.40 26906568.37 619.78

22 638700.19 26906124.96 614.25

23 638345.96 26906138.97 618.02

24 638370.25 26907184.00 621.33

25 638304.43 26908498.42 605.71

26 637981.48 26909136.84 606.65

27 638392.06 26909786.97 606.48

28 638096.14 26910025.67 606.56

29 638132.20 26910659.66 606.56

30 638157.49 26911275.18 606.74

31 638170.83 26912289.11 606.86

41 638114.414 26913217.713 606.66

42 637800.495 26911924.278 606.79

43 637547.626 26909271.757 606.25

44 637297.347 26908954.178 608.69

45 637340.457 26907667.063 606.28

46 637074.438 26906852.396 606.05

SOUTH CANAL

REQUIRED DEEPENING AREA

NORTH CANAL

S T

ELEVATION (IGLD 85)

49 637436.937 26908354.710 606.27

DISPLAYED

STATION ALIGNMENT IS LINEAR. FIRST AND LAST COORDINATES ARE ONLY 1.

STATION CONTROL POINTS

APPROX 800 FT

FILL MATERIAL,

CRIB FOUNDED ON

ROCK FILLED WOOD

ROCK, APPROX 1490 FT

CRIB FOUNDED ON BED

ROCK FILLED WOOD

ON BEDROCK, APPROX 3340 FT

CONCRETE MONOLITH FOUNDED

ON BEDROCK, APPROX 3140 FT

CONCRETE MONOLITH FOUNDED

BEDROCK, APPROX 400 FT

SHEET PILE CELLS FOUNDED ON

SCALE: 1" = 500' 0 500' 1000'

EXISTING SITE - GENERAL CONTRACT INFORMATION

O C

REQ'D STONE PROTECTION STORAGE AREA

FISH SPAWN AREA

U S -D

E E

P E

G C

.d g n

DEEPENING LIMITS - OPTION 1

REQ'D DEEPENING LIMITS - BASE

CERTIFIED FINAL - READY TO ADVERTISE

PIPING DOES NOT OCCUR. SEE SHEET VU101 FOR MORE INFORMATION.

PRECAUTIONS TO ENSURE DAMAGE TO THE COOLING WATER INTAKE AND

COOLING WATER INTAKE. THE CONTRACTOR SHALL TAKE NECESSARY

THIS WILL ALLOW THE GOVERNMENT TIME TO SHUT OFF THE EXISTING

THE C.O.R. PRIOR TO DEEPENING ACTIVITIES INITIATING EAST OF STA. 10+00.

THE CONTRACTOR SHALL PROVIDE (14) CALENDAR DAY ADVANCE NOTICE TO 3.

HEADRACE.

SEDIMENT MIGRATION FROM DEEPENING ACTIVITIES INTO THE UNIT 10

EXISTING BULKHEAD SLOTS. THE GOAL OF THE CLOSURE IS TO MINIMIZE

CONTRACTOR SHALL CONSTRUCT AND INSERT BULKHEADS INTO THE

DEEPENING ACTIVITIES ARE PERFORMED EAST OF STA. 10+00. THE

THE UNIT 10 SLUICEWAY REQUIRES A TEMPORARY CLOSURE WHEN ANY 2.

EQUIPMENT FROM THE MAIN LAND TO VESSELS.

GATE 26 SHALL BE UTILIZED FOR TRANSFER OF ALL MATERIALS AND 1.

GENERAL NOTES

VARIES

H E

H T V

A R

S R

O C

K L

E D

G E

LOOSE BACKFILL

CONCRETE MONOLITH

TIMBER FENDERS

20'-0"

LOOSE BACKFILL

TIMBER FENDERS

CONCRETE CAP

ROCK FILLED TIMBER CRIB

CONCRETE CAP

GRANULAR FOUNDATION FILL (ACTUAL DEPTH UNKNOWN)

APPROX 10' APPROX 10'

ROCK FILLED TIMBER CRIB

TIMBER FENDERS

30'-0" VARIES

TIMBER FENDERS

CONCRETE CAP

STEEL SHEET PILE CELL DIAMETER VARIES

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.pltcfg3:11:25 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

V-300

T R

M I

A N A

V E

D E

T R

M S

T R

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

S L

M E

L B

T S

R O

S S

S L

U S -D

E E

P E

V -3

.d g n

S E

C T

N S

ELEV. 606.6

L.W.D. = 0.0 ELEV. 600.4' I.G.L.D. 1985

ELEV. 606.6 ELEV. 606.4

ELEV. 574.0

APPROX ELEV. 574 +/- 5'

ELEV. 606.6

L.W.D. = 0.0 ELEV. 600.4' I.G.L.D. 1985

NORTH CANAL

SCALE: 1/8" = 1' 0 8'4' 16'GC100

ROCK FILLED WOOD CRIB FOUNDED ON FILL MATERIAL

ROCK FILLED WOOD CRIB FOUNDED ON BED ROCK CONCRETE MONOLITH FOUNDED ON BEDROCK

O C

CERTIFIED FINAL - READY TO ADVERTISE

ELEV. 606.6

L.W.D. = 0.0 ELEV. 600.4' I.G.L.D. 1985

APPROX ELEV. 567'

SCALE: 1/8" = 1' 0 8'4' 16'GC100

A1 STEEL SHEET PILE CELLS FOUNDED ON BEDROCK

E X

G N

O R

T H C

A N

A L W

A L L

U P

S T

R E

A M A

P P

R O

A C

H W

A L L

CONFIGURATION MAY VARY AT ANY GIVEN LOCATION.

BASIC CROSS SECTION. ACTUAL DIMENSIONS AND STRUCTURE

ALL ITEMS SHOWN ON THIS SHEET ARE EXISTING AND ILLUSTRATE THE 1.

GENERAL SHEET NOTES

DETAIL SHOWN IS OF THE NORTHWEST PIER & WESTCENTER PIER NORTH APPROACH WALL. 1.

NOTE:

COFFER DAM

SLUICEWAY

STOPLOGS

TO BE REMOVED

REMAINS OF TIMBER CRIB COFFER DAM

VERTICAL TUNNEL ACCESS

INTAKE APPROX -21 L.W.D.

8" DIA COOLING WATER

LOCK SIDE

ABANDONED WIRE TUNNEL DAVIS

NEEDLE DAM SILL

LOCK SIDE

ABANDONED WIRE TUNNEL SABIN

REQ'D DEEPENING LIMIT

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

AE8006

75 607

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:29 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

VU101

T R

M I

A N A

V E

D E

T R

M S

T R

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

S L

SCALE: 1" = 30'

M E

L B

T S

R O

S S

609.22

E X

G U

N D

E R

W A

T E

WEST NOSE PIER

NORTHWEST PIER

NORTH CANAL

WEST CENTER PIER

S T

R U

C T

U R

E S P

L A

N V

EXISTING / DEMO UNDERWATER STRUCTURAL PLAN

FLOW

CERTIFIED FINAL - READY TO ADVERTISE

O C

PIPING DOES NOT OCCUR.

PRECAUTIONS TO ENSURE DAMAGE TO THE COOLING WATER INTAKE AND

COOLING WATER INTAKE. THE CONTRACTOR SHALL TAKE NECESSARY

THIS WILL ALLOW THE GOVERNMENT TIME TO SHUT OFF THE EXISTING

THE C.O.R. PRIOR TO DEEPENING ACTIVITIES INITIATING EAST OF STA. 10+00.

THE CONTRACTOR SHALL PROVIDE (14) CALENDAR DAY ADVANCE NOTICE TO 5.

UNKNOWN.

NEEDLE DAM SILL CONSISTS OF CONCRETE AND THE EXACT THICKNESS IS 4.

WIRE TUNNEL IS FILLED WITH WATER. .

ABANDONED WIRE TUNNEL DAVIS LOCK SIDE. 3.

CONCRETE.

WIRE TUNNEL HAS BEEN DAMAGED AND IS FILLED WITH WATER AND TREMIE

ABANDONED WIRE TUNNEL SABIN LOCK SIDE:2.

REQUIRED DEPTH. EXACT DEPTH OF TIMBER CRIB REMAINS IS UNKNOWN.

TIMBER CRIB REMAINS ARE TO BE REMOVED, AT A MINIMUM, TO THE 1.

GENERAL NOTES

30' 60'0

U S -D

E E

P E

V U

.d g n

VU301

C2 VU301

VU301

10'-0"

2'-0" 2'-0"

6'-0"

2'-0"6'-0"2'-0"

10'-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

-10

-20

-30

+10

-40

-50 2+001+501+000+500+00

LWD 600.4 = 0

606.60 + 6.2

571.40 -29

LWD 600.4 = 0

-10

-20

-30

+10

-40

-50 0+00 0+50 1+00 1+50 2+00

-10

-20

-30

+10

-40

-50

606.60 + 6.2

LWD 600.4 = 0

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:34 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

VU301

T R

M I

A N A

V E

D E

T R

M E

L B

T S

U P

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

M S

T R

U M

S L

R O

S S

S L

U S -D

E E

P E

V U

.d g n

E X

G S

T R

U C

T U

R A

S E

C T

N S

MODEL

SCALE: 1" = 20' 20' 40'0VU101

NOTE:

MODEL

SCALE: 1" = 20' 20' 40'0VU101

NOTE:

SCALE: 1/2" = 1' 0 2' 4'1'VU101

NOTE:

SCALE: 1/2" = 1'VU101

NOTE:

0 2' 4'1'

-31.0 L.W.D.

-26.4 L.W.D.

-31.0 L.W.D.

-26.4 L.W.D.

ABANDONED WIRE TUNNEL - DAVIS LOCK SIDE ABANDONED WIRE TUNNEL - SABIN LOCK SIDE

CERTIFIED FINAL - READY TO ADVERTISE

O C

BORING LOCATION

BORING NAME

ELEV IN L.W.D

NORTHING COORDINATE

EASTING COORDINATE

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

DDD

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:37 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

BB101

T R

M I

A N A

V E

D E

T R

M S

T R

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

S L

M A

T C

H L

E B

SCALE: 1" = 60' 60' 120'0

M E

L B

T S

R O

S S

VIDAL SHOALS

S L

U S -D

E E

P E

B B .d g n

WEST APPROACH

618.02

Y = 638395.07

X = 26912275.16

TOP OF ROCK ELEV. -25.7

TP-70-02

A L S

H O

A L S W

E S

T A

P P

R O

A C

LEGEND: SHEETS BB101 TO BB105

DATA PROVIDED IN SPECIFICATIONS SECTION 01 99 90.

AND DEPTHS OF THE BEDROCK AND OVERBURDEN USING THE AVAILABLE

THE CONTRACTOR SHALL COMPLETE A REVIEW OF THE CHARACTERISTICS 1.

NOTES: SHEETS BB101 TO BB105

S U

B S

U R

F A

C E I

N V

E S

A T

N P

L A

SUBSURFACE INVESTIGATION PLAN - VIDAL SHOALS & WEST APPROACH

CERTIFIED FINAL - READY TO ADVERTISE

O C

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

Y = 638208.75

X = 26907384.18

TERMINATION ELEV. -44.0

ROCK NOT ENCOUNTERED

NW-1-01

Y = 638138.05

X = 26907850.62

TERMINATION ELEV. -42.8

ROCK NOT ENCOUNTERED

NCU-18-01

Y = 638271.60

X = 26908332.48

TERMINATION ELEV. -35.7

ROCK NOT ENCOUNTERED

NW-2-01

Y = 638320.01

X = 26907892.27

TERMINATION ELEV. -44.5

ROCK NOT ENCOUNTERED

NW-4-84

8+0

9+0

10+

11+0

12+00

13+00

14+00

15+00

16+00

Y = 638208.75

X = 26907384.18

TERMINATION ELEV. -44.0

ROCK NOT ENCOUNTERED

NW-1-01

Y = 638138.05

X = 26907850.62

TERMINATION ELEV. -42.8

ROCK NOT ENCOUNTERED

NCU-18-01

Y = 638271.60

X = 26908332.48

TERMINATION ELEV. -35.7

ROCK NOT ENCOUNTERED

NW-2-01

Y = 638320.01

X = 26907892.27

TERMINATION ELEV. -44.5

ROCK NOT ENCOUNTERED

NW-4-84

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:41 PM 10/2/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

BB102

T R

M I

A N A

V E

D E

T R

M S

T R

S T

R E

A M C

H A

N N

E L D

E E

P E

N E

W S

O O L

O C

S A

U L T S

T E

M A

M I

C H

P E

W A C

O U

N T

X K

S L

M A

T C

H L

E B

SCALE: 1" = 60' 60' 120'0

M E

L B

T S

R O

S S

M A

T C

H L

E B

S L

U S -D

E E

P E

B B .d g n

W E

S T A

P P

R O

A C

621.33

606.28

606.27

S U

B S

U R

F A

C E I

N V

E S

A T

N P

L A

SUBSURFACE INVESTIGATION PLAN - WEST APPROACH

GEOLOGICAL PROFILE

CERTIFIED FINAL - READY TO ADVERTISE

O C

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

DDD

Y = 638378.71

X = 26909520.4

TOP OF ROCK ELEV. -19.3

WA-14-08

Y = 638051.24

X = 26909467.62

TOP OF ROCK ELEV. -25.2

TP-31-02

Y = 638347.72

X = 26909447.80

TOP OF ROCK ELEV. -24.8

TP-30-02 Y = 638363.44

X = 26909662.70

TOP OF ROCK ELEV. -24.6

TP-33-02

Y = 638200.10

X = 26909457.63

TOP OF ROCK ELEV. -27.0

TP-32-02

Y = 638186.68

X = 26908613.84

TERMINATION ELEV. -37.0

ROCK NOT ENCOUNTERED

NCU-19-01

Y = 638076.69

X = 26909681.79

TOP OF ROCK ELEV. -25.3

TP-34-02

Y = 638290.80

X = 26908606.91

TOP OF ROCK ELEV. -27.5

TP-21-02

Y = 638539.08

X = 26909128.59

TOP OF ROCK ELEV. 0.1

DA-72-01

Y = 638454.77

X = 26909567.25

TOP OF ROCK ELEV. -16.7

NW-8-84

Y = 638260.25

X = 26909669.57

TOP OF ROCK ELEV. -26.8

NCU-21-01

Y = 638219.66

X = 26909672.27

TOP OF ROCK ELEV. -25.6

TP-35-02

Y = 638012.33

X = 26908858.39

TOP OF ROCK ELEV. -28.9

TP-14-02

Y = 638306.64

X = 26908838.71

TOP OF ROCK ELEV. -29.0

NW-3-01

Y = 638173.21

X = 26908847.63

TOP OF ROCK ELEV. -29.0

TP-15-02

Y = 638325.08

X = 26909100.12

TOP OF ROCK ELEV. -27.0

TP-24-02

Y = 638009.98

X = 26909121.18

TOP OF ROCK ELEV. -27.5

TP-25-02

Y = 638050.80

X = 26909154.00

TOP OF ROCK ELEV. -27.3

WA-17-08

Y = 638265.30

X = 26909127.70

TOP OF ROCK ELEV. -27.0

WA-16-08

Y = 638165.67

X = 26909110.73

TOP OF ROCK ELEV. -24.3

NCU-20-01

Y = 638337.06

X = 26909273.91

TOP OF ROCK ELEV. -25.2

TP-27-02

Y = 638183.91

X = 26909284.11

TOP OF ROCK ELEV. -25.0

TP-29-02

Y = 638030.56

X = 26909284.11

TOP OF ROCK ELEV. -30.9

TP-28-02

Y = 638363.83

X = 26909156.39

TOP OF ROCK ELEV. -18.3

WA-15-08

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:46 PM 10/2/2019

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CERTIFIED FINAL - READY TO ADVERTISE

SCALE: 1" = 60' 60' 120'0

M E

L B

T S

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M A

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H L

E B

S L

U S -D

E E

P E

B B .d g n

O C

W E

S T A

P P

R O

A C

605.71

606.48

606.65

S U

B S

U R

F A

C E I

N V

E S

A T

N P

L A

GEOLOGICAL PROFILE

SUBSURFACE INVESTIGATION PLAN - WEST APPROACH

A T

N N

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N E

D B

D E

S C

M A

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C H

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K E

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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R S

M V

N D

L A

N D N

A V

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I n c r e a o f i t

S u b m

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V a l g i n e e r i

SLC+033/RJ1269

The code SLC+033/RJ1269 does not exist in the feature table

C B

DIRT PILE

27.1

26.5

26.4

25.9

25.7

25.6

25.5

25.2 25.2

25.15

24.5

Y = 638425.60

X = 26909861.26

TOP OF ROCK ELEV. -8.2

NW-17-01

Y = 638414.92

X = 26909926.86

TOP OF ROCK ELEV. -8.8

WA-11-08

Y = 638465.85

X = 26910838.19

TOP OF ROCK ELEV. -18.3

WA-7-08

Y = 638192.15

X = 26911065.24

TOP OF ROCK ELEV. -25.6

NLSW-25-99

Y = 638597.73

X = 26910190.85

NW-9-84

Y = 638376.73

X = 26909857.42

TOP OF ROCK ELEV. -26.4

TP-36-02

Y = 638231.20

X = 26909846.20

TOP OF ROCK ELEV. -26.9

WA-12-08

Y = 638237.92

X = 26909866.66

TOP OF ROCK ELEV. -26.5

TP-37-02

Y = 638075.62

X = 26909877.96

TOP OF ROCK ELEV. -26.3

WC-27-01

Y = 638099.92

X = 26909875.85

TOP OF ROCK ELEV. -26.2

TP-38-02

Y = 638129.88

X = 26910123.34

TOP OF ROCK ELEV. -25.6

TP-39-02

Y = 638393.77

X = 26910105.77

TOP OF ROCK ELEV. -25.7

TP-40-02

Y = 638405.22

X = 26910310.71

TOP OF ROCK ELEV. -25.2

TP-42-02

Y = 638280.52

X = 26910319.01

TOP OF ROCK ELEV. -25.8

TP-43-02

Y = 638259.85

X = 26910114.69

TOP OF ROCK ELEV. -25.0

NCU-22-01

Y = 638154.24

X = 26910327.42

TOP OF ROCK ELEV. -25.9

TP-44-02

Y = 638445.68

X = 26910871.21

TOP OF ROCK ELEV. -27.1

TP-51-02

Y = 638187.76

X = 26910888.38

TOP OF ROCK ELEV. -25.5

TP-53-02

Y = 638327.10

X = 26910944.40

TOP OF ROCK ELEV. -26.8

WA-8-08

Y = 638259.45

X = 26910559.80

TOP OF ROCK ELEV. -26.3

NCU-23-01

Y = 638325.90

X = 26911056.33

TOP OF ROCK ELEV. -25.9

TP-55-02

Y = 638427.27

X = 26910632.03

TOP OF ROCK ELEV. -25.6

CD-04-72

Y = 638440.03

X = 26910631.61

TOP OF ROCK ELEV. -25.15

SL6-82

Y = 638418.04

X = 26910695.90

ROCK ELEV. -25.1

NW-6-01

Y = 638203.47

X = 26910552.57

TOP OF ROCK ELEV. -25.1

WC-28-01

Y = 638158.43

X = 26910542.64

TOP OF ROCK ELEV. -24.5

CD-04-73 Y = 638192.15

X = 26911065.24

TOP OF ROCK ELEV. -26.5

TP-56-02

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:50 PM 10/2/2019

O J E

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BB104

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H A

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M A

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H L

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SCALE: 1" = 60' 60' 120'0

M E

L B

T S

R O

S S

M A

T C

H L

E B

S L

U S -D

E E

P E

B B .d g n

W E

S T A

P P

R O

A C

612.22

606.57

606.56

S U

B S

U R

F A

C E I

N V

E S

A T

N P

L A

SUBSURFACE INVESTIGATION PLAN - WEST APPROACH

GEOLOGICAL PROFILE

CERTIFIED FINAL - READY TO ADVERTISE

O C

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

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C O

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C T N

C H

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K E

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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

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AE8006

27.6

26.7

26.6

26.5

26.1

26.0

25.6

25.2

24.9

24.7

27.6

26.7

26.6

26.5

26.1

26.0

25.6

25.2

24.9

24.7

Y = 638515.04

X = 26911316.53

TOP OF ROCK ELEV. -6.9

WA-5-08

Y = 638199.14

X = 26911274.96

TOP OF ROCK ELEV. -26.5

NLSW-24-99

Y = 638208.92

X = 26911568.58

TOP OF ROCK ELEV. -25.0

NLSW-23-99

Y = 638224.30

X = 26912029.97

TOP OF ROCK ELEV. -24.4

NLSW-22-99

Y = 638590.34

X = 26912231.70

TOP OF ROCK ELEV. -3.9

NW-13-01

Y = 638568.59

X = 26912128.44

TOP OF ROCK ELEV. -12.8

WA-1-08

Y = 638578.53

X = 26912016.43

TOP OF ROCK ELEV. -9.6

NW-14-01

Y = 638561.11

X = 26911822.34

TOP OF ROCK ELEV. -7.5

NW-15-01

Y = 638552.49

X = 26911612.51

TOP OF ROCK ELEV. -7.1

NW-16-01

Y = 638490.78

X = 26911533.12

TOP OF ROCK ELEV. -26.7

TP-60-02

Y = 638348.00

X = 26911351.00

TOP OF ROCK ELEV. -26.6

WA-4-08

Y = 638488.95

X = 26911516.55

TOP OF ROCK ELEV. -26.4

NW-8-01

Y = 638474.14

X = 26911315.49

TOP OF ROCK ELEV. -26.1

NW-7-01

Y = 638352.24

X = 26911542.34

TOP OF ROCK ELEV. -25.8

TP-61-02

Y = 638214.50

X = 26911551.51

TOP OF ROCK ELEV. -26.5

TP-62-02

Y = 638507.39

X = 26911782.57

TOP OF ROCK ELEV. -27.6

TP-63-02

Y = 638502.72

X = 26911716.95

ROCK ELEV. -26.6

NW-9-01

Y = 638414.77

X = 26911845.15

TOP OF ROCK ELEV. -26.5

NCU-24-01

Y = 638365.65

X = 26911792.00

TOP OF ROCK ELEV. -26.3

TP-64-02

Y = 638224.71

X = 26911801.39

TOP OF ROCK ELEV. -26.0

TP-65-02

Y = 638516.59

X = 26911920.14

TOP OF ROCK ELEV. -28.2

NW-10-01

Y = 638523.69

X = 26912016.05

TOP OF ROCK ELEV. -26.0

TP-66-02

Y = 638530.37

X = 26912120.54

TOP OF ROCK ELEV. -26.0

NW-11-01

Y = 638405.64

X = 26912027.42

TOP OF ROCK ELEV. -26.4

NCU-25-01

Y = 638378.46

X = 26912025.72

TOP OF ROCK ELEV. -25.8

TP-67-02

Y = 638234.04

X = 26912035.33

TOP OF ROCK ELEV. -25.2

TP-68-02

Y = 638540.30

X = 26912265.49

TOP OF ROCK ELEV. -25.9

TP-69-02

Y = 638544.20

X = 26912322.33

TOP OF ROCK ELEV. -24.9

NW-12-01

Y = 638414.67

X = 26912345.22

TOP OF ROCK ELEV. -26.5

SL7-82

Y = 638394.86

X = 26912251.03

TOP OF ROCK ELEV. -26.3

NCU-26-01

Y = 638395.07

X = 26912275.16

TOP OF ROCK ELEV. -25.7

TP-70-02

Y = 638259.71

X = 26912284.18

TOP OF ROCK ELEV. -25.6

TP-71-02

Y = 638318.75

X = 26912418.75

TOP OF ROCK ELEV. -24.7

TP-97-02

Y = 638537.50

X = 26912443.75

TOP OF ROCK ELEV. -25.2

TP-98-02

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:11:55 PM 10/2/2019

O J E

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H A

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M A

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CERTIFIED FINAL - READY TO ADVERTISE

SCALE: 1" = 60' 60' 120'0

M E

L B

T S

R O

S S

M A

T C

H L

E B

S L

U S -D

E E

P E

B B .d g n

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W E

S T A

P P

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609.22

606.86

606.74

606.79

S U

B S

U R

F A

C E I

N V

E S

A T

N P

L A

SUBSURFACE INVESTIGATION PLAN - WEST APPROACH

GEOLOGICAL PROFILE

APPROX BOTTOM

ESTIMATED TOP OF ROCK SURFACE

EXISTING SLUICEWAY

EXISTING SSP CELL

UNIT 10 POWERHOUSE HEADRACE

7'-0"6'-0"

13'-0"

LONG BULKHEAD, TOTAL OF (8) SLUICEWAYS.

12" WIDE x 16'-0" HEIGHT RECESS FOR 14'-0"

OF SILL ELEVATION

APPROXIMATE BOTTOM

S O

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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M V

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N D N

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:12:00 PM 10/2/2019

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Q 'D T

E M

P O

R A

R Y U

SECTION

SCALE: 1" = 10' 10' 20'0CG101

582.5'

585.0'

588.3'

591.6'

602.6'

606.6'

FLOW

NORTHWEST PIER

591.6'

CERTIFIED FINAL - READY TO ADVERTISE

O C

HEADRACE.

SEDIMENT MIGRATION FROM DEEPENING ACTIVITIES INTO THE UNIT 10

EXISTING BULKHEAD SLOTS. THE GOAL OF THE CLOSURE IS TO MINIMIZE

CONTRACTOR SHALL CONSTRUCT AND INSERT BULKHEADS INTO THE

DEEPENING ACTIVITIES ARE PERFORMED EAST OF STA. 10+00. THE

THE UNIT 10 SLUICEWAY REQUIRES A TEMPORARY CLOSURE WHEN ANY 1.

GENERAL NOTES

S L

E W

A Y C

L O

S U

R E

SCALE: 1" = 20' 20' 40'0CN100

A1 TEMPORARY CLOSURE - UNIT 10 SLUICEWAY

U S -D

E E

P E

C G

.d g n

CG101

COFFER DAM

SLUICEWAY

REQ'D DEEPENING LIMIT

L.W.D.

WATER INTAKE APPROX -21

EXISTING 8" DIA COOLING

5'-0"

WIRE TUNNEL, SEE NOTE 3

EXISTING ABANDONED

WIRE TUNNEL, SEE NOTE 2

EXISTING ABANDONED

MAX DEPTH

REQ'D DEEPENING

APPROX EXISTING BOTTOM

IMPULSE STONE PROTECTION

UNDERWATER BLAST SHOCK OR

REQ'D TEMPORARY

IMPULSE STONE PROTECTION

UNDERWATER BLAST SHOCK OR

REQ'D TEMPORARY

S O

A T

N N

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N E

D B

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D B

D A

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C O

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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

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V a l g i n e e r i

AE8006

75 607

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:12:04 PM 10/2/2019

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H A

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M A

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SCALE: 1" = 30'

M E

L B

T S

R O

S S

WEST NOSE PIER

NORTHWEST PIER

NORTH CANAL

WEST CENTER PIER

FLOW

CERTIFIED FINAL - READY TO ADVERTISE

O C

CN100

600.4' = 0 LWD

1 1

SCALE: 1" = 20' 20' 40'0CG102

A1 REQ'D SECTION

+1.5

-27.0 -25.0

-31.0

REQ'D UNDERWATER BLAST SHOCK OR IMPULSE STONE PROTECTION

AREA ON NORTHWEST PIER AS IDENTIFIED ON SHEET CN110.

STOCKPILE THE MATERIAL AT THE REQ'D STONE PROTECTION STORAGE

OF DEEPENING ACTIVITIES EAST OF STA 10+00. THE CONTRACTOR SHALL

PROTECTION SHALL BE REMOVED BY THE CONTRACTOR AFTER COMPLETION

THE TEMPORARY UNDERWATER BLAST SHOCK OR IMPULSE STONE 6.

REQUIRED.

UNDERWATER BLAST SHOCK OR IMPULSE STONE PROTECTION WILL BE

ANOTHER METHOD FOR FRAGMENTATION OF THE BEDROCK THEN NO

PLACED AS SHOWN ON THIS SHEET. IF THE CONTRACTOR ELECTS TO USE

UNDERWATER BLAST SHOCK OR IMPULSE STONE PROTECTION SHALL BE

IF THE CONTRACTOR ELECTS TO BLAST EAST OF STA. 10+00 THEN 5.

PIPING DOES NOT OCCUR.

PRECAUTIONS TO ENSURE DAMAGE TO THE COOLING WATER INTAKE AND

COOLING WATER INTAKE. THE CONTRACTOR SHALL TAKE NECESSARY

THIS WILL ALLOW THE GOVERNMENT TIME TO SHUT OFF THE EXISTING

THE C.O.R. PRIOR TO DEEPENING ACTIVITIES INITIATING EAST OF STA. 10+00.

THE CONTRACTOR SHALL PROVIDE (14) CALENDAR DAY ADVANCE NOTICE TO 4.

WIRE TUNNEL IS FILLED WITH WATER. .

ABANDONED WIRE TUNNEL DAVIS LOCK SIDE. 3.

CONCRETE.

WIRE TUNNEL HAS BEEN DAMAGED AND IS FILLED WITH WATER AND TREMIE

ABANDONED WIRE TUNNEL SABIN LOCK SIDE:2.

REQUIRED DEPTH. EXACT DEPTH OF TIMBER CRIB REMAINS IS UNKNOWN.

TIMBER CRIB REMAINS ARE TO BE REMOVED, AT A MINIMUM, TO THE 1.

GENERAL NOTES

R E

Q 'D U

N D

E R

W A

T E

R B

L A

S T S

H O

C K

O R I

M P

U L S

E S

T O

N E P

R O

T E

C T

30' 60'0

U S -D

E E

P E

C G

.d g n

CG102

NORTHWEST PIER

SOUTHWEST PIER

TRANSFER SITE LOCATION TRANSFER SITE LOCATION

TRANSFER SITE LOCATION

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

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D B

D A

T E

C O

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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

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N C

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R L

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A AF

P S

C O

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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

SLC+018

SLC+033/RJ1269

The code SLC+018 does not exist in the feature table

The code SLC+033/RJ1269 does not exist in the feature table

C B

ONTARIO CANADA

CHIPPEWA CO., MI

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

AMERICAN FLAG

ONTARIO CANADA

CHIPPEWA CO., MI

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

AMERICAN FLAG

ONTARIO CANADA

CHIPPEWA CO., MI

DIRT PILE

CANADIAN FLAG

INTERNATIONAL LINE

AMERICAN FLAG

AE8006

75 607

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:12:11 PM 10/2/2019

O J E

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CN100

T R

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C H

P E

W A C

O U

N T

X K

S L

LEGEND

M E

L B

T S

R O

S S

O V

E R

A L L D

E E

P E

G P

L A

VIDAL SHOALS FLOW

U P

S T

R E

A M C

H A

N N

MAIN

TAIN

ED F

EDERAL NAVIG

ATIO

N C

HANNEL

REQ'D -30FT DEEPENING CONTOUR

NORTH CANAL

SOUTH CANAL

S T

CERTIFIED FINAL - READY TO ADVERTISE

O C

SCALE: 1" = 300' 600'0 300'

S T

U S -D

E E

P E

C N

.d g n

REQ'D DEEPENING LIMITS - BASE

DEEPENING LIMITS - OPTON 1

OVERALL REQUIRED DEEPENING PLAN - BASE & OPTION 1

NORTH WALL: FROM APPROX STA 44+00 TO APPROX STA 52+50

APPROX STA 9+50 & APPROX STA 29+00 TO STA APPROX 38+00

SOUTH WALL: FROM EASTERN DEEPENING LIMIT AT APPROX STA 5+65 TO

NORTH AND SOUTH WALLS OF THE NORTH CANAL,

EXISTING TIMBER FENDERS MAY BE ENCOUNTERED ALONG BOTH THE 5.

2020.

AND PLACEMENT AREA WILL BE REMOVED BY THE GOVERNMENT BY 01 JUNE

EXISTING STOPLOGS LOCATED WITHIN THE DESIGNATED TRANSFER SITE 4.

SPECIFICATION SECTION 31 10 00.

NORTHWEST PIER CLEARING SHALL BE COMPLETED IN ACCORDANCE WITH 3.

INTO THE RIVER DURING MATERIAL TRANSFER PER SPEC SEC 01 57 19.

CONTRACTOR SHALL TAKE NOTE OF PROHIBITION OF DISCHARGING WATER

CONDITION OF THE TRANSFER SITE TO ENSURE SAFE OPERATIONS. THE

THE CONTRACTOR SHALL ALSO CONDUCT ITS OWN INVESTIGATION OF THE

THAT ARE DEFINED ON SHEET GI001 FOR THE EXISTING APPROACH WALLS.

CONTRACTOR SHALL TAKE NOTE OF THE SURCHARGE LOAD RESTRICTIONS

EARTHEN SLOPES ON THE WESTERN SIDE OF NORTHWEST PIER. THE

APPROACH WALLS ON THE SOUTH SIDE OF NORTHWEST PIER OR ON THE

LAND EQUIPMENT AT THE DESIGNATED LOCATIONS ALONG THE EXISTING

THE CONTRACTOR IS ALLOWED TO TRANSFER MATERIAL FROM A BARGE TO 2.

AREA.

BE COMPLETED BY USACE TO DETERMINE THE ACTUAL REQ'D DEEPENING

THAT THE SURVEY WAS COLLECTED. A PRIOR-TO-DEEPENING SURVEY WILL

REPRESENTS THE AREAS THAT DEEPENING WAS REQUIRED AS OF THE DATE

FOOT OF ALLOWABLE OVERDEPTH. THE REQ'D DEEPENING CONTOUR ONLY

LIMITS TO A REQUIRED DEPTH OF 30.0 FT BELOW LOW WATER DATUM PLUS 1

DEEPENING SHALL OCCUR AT ALL LOCATIONS WITHIN THE DEEPENING 1.

GENERAL NOTES

SHEET KEYNOTES

EXISTING (5) STOPLOGS - SEE NOTE 4.11.

EXISTING (7) STOPLOGS - SEE NOTE 4.10.

CONTRACTOR.

EXISTING CONCRETE BLOCKS - TO BE BURIED WITHIN PLACEMENT AREA BY 9.

INDICATED IN SPECIFICATION SECTION 02 65 00.

EXISTING (2) STORAGE TANKS. - TO BE DISPOSED BY THE CONTRACTOR AS 8.

EXISTING PHONE AND TRANSFORMER - TO REMAIN7.

GOVERNMENT BY 01 JUNE 2020

EXISTING (22) BUOYS OF VARYING DESIGNS - TO BE REMOVED BY 6.

CONTRACTOR.

EXISTING WOODEN GATE - TO BE BURIED WITHIN PLACEMENT AREA BY 5.

CONTRACTOR.

EXISTING WOODEN GATE - TO BE BURIED WITHIN PLACEMENT AREA BY 4.

CONTRACTOR.

EXISTING CONCRETE DEBRIS - TO BE BURIED WITHIN PLACEMENT AREA BY 3.

INDICATED IN SPECIFICATION SECTION 02 65 00.

(3) LARGE STEEL FUEL TANKS. - TO BE DISPOSED BY THE CONTRACTOR AS 2.

WITHIN PLACEMENT AREA BY CONTRACTOR.

EXISTING CONCRETE DEBRIS, MISC STEEL STRUCTURES - TO BE BURIED 2.

WITHIN PLACEMENT AREA BY CONTRACTOR.

EXISTING CONCRETE DEBRIS AND MISC STEEL STRUCTURES - TO BE BURIED 1.

CN101

CN102

CN103

CN104

CN105

CG101

41.3

41.2

41.2 41.2 41.2

41.2

41.2 4 1.2

41.1

41.1 41.1 41.1

41.1

41.0

41.0 41.0

41.0

41.0 4 1.0

40.9

40.9 40.9

40.9

40.8 40.8

40.8

40.8 40.8 40.8

40.8

40.8 40.8

40.8

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.7 40.7

40.7

40.6 40.6

40.6

40.6 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.5 40.5

40.5

40.4

40.4 4 0.4

40.4

40.4 4 0.4

40.4 40.4

40.4

40.4 40.4

40.4

40.4 40.4

40.4

40.4 40.4

40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.3

40.3 4 0.3

40.3

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.2

40.2

40.2 40.2

40.2 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.9 3 9.9

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.9 39.9

39.9

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.8 39.8

39.8

39.7

39.7 3 9.7

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.6 39.6

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.4 3

9.4 39 .4

39.4

39.4 39.4

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.2 39.2

39.2

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.1 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9

38.9

38.9 38.9

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.8 38.8

38.8

38.7 38.7

38.7

38.7 3 8.7

38.7

38.7 38.7

38.7

38.6

38.6 38.6

38.6

38.5

38.5 38.5

38.5

38.5 3 8.5

38.5

38.5 38.5

38.5

38.4

38.3

38.3 3 8.3

38.3

38.2

38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 3 8.1

38.1

38.1 3 8.1

38.1

38.0

38.0 38.0

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.9 37.9

37.9

37.8

37.8 3 7.8

37.8

37.8 37.8

37.8

37.8 37.8

37.8

37.7

37.6

37.6 37.6 37.6

37.6

37.5

37.5 37.5

37.5

37.5 3 7.5

37.5

37.4

37.4 3 7.4

37.4

37.4 37.4

37.3

37.3 37.3

37.3

37.3 37.3

37.3

37.2

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.1 37.1

37.1

37.0

37.0 37.0

37.0

37.0 3 7.0

37.0

37.0 3 7.0

37.0

37.0 3 7.0

36.9

36.9 36.9

36.9

36.9 36.9

36.9

36.9 3 6.9

36.9

36.8

36.8 3

6.8 36 .8

36.8

36.8 36.8

36.8

36.8 36.8

36.8

36.8 3 6.8

36.8

36.8 3 6.8

36.8

36.7

36.7 36.7

36.7

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.5 3 6.5

36.5

36.5 3 6.5

36.5

36.4

36.4 36.4

36.4

36.4 36.4

36.4

36.3

36.3 36.3

36.3

36.3 36.3 36.3

36.3

36.3 36.3

36.3

36.2 3 6.2

36.2

36.2 36.2

36.2

36.1

36.1 36.1

36.1

36.0

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File details come from the government source that posted it. Updated Dec 27, 2023.