H.08.05 IFB RM260_360_FY22 PLANS RTA.pdf

PDF 6 MB Posted Sep 8, 2022

Attached to: Missouri River Bank Stabilization and Navigation project River Miles 260 - 360
Solicitation number: W912DQ22B1030
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for bank stabilization and navigation project repair work along the Missouri River between River Miles 260 to 360. The U.S. Army Corps of Engineers Engineering District Kansas City will select structures such as dikes and revetments between the high banks of the river for repair, construction, or notch excavation. Only portions accessible from floating plant will be considered unless land access is authorized. Repair work may include replacing or adding stone fill to structures to specified heights. The contracting officer will also choose locations for new dikes and revetments constructed with stone fill placed riverward of banks. Offerors must have floating plant capable of working in at least four feet of water. The response deadline is not provided.

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Other files

File	Type	Posted
C.04.01 - Abstract of Offers W912DQ22B1030 101822 Final.pdf	PDF	Oct 19, 2022
B.08.03 Amendment 0002 for email list for submission released.pdf	PDF	Oct 5, 2022
B.08.03 amendment 0001 to Solicitation1.pdf	PDF	Sep 15, 2022
B.08.02 FY22 BSNP IFB RM 260-360 Specs.pdf	PDF	Sep 8, 2022
CON DF RM 260-360_Redacted.pdf	PDF	Sep 8, 2022

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...\BSNP\...\_Sheets IFB RM260-367\...\MR_BS_2021_G-001.dgn

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SEE COVER SHEET

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KANSAS CITY DISTRICT

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P2-496650, FY22

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AND NAVIGATION PROJECT

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RIVER MILE 260 TO 360

MISSOURI RIVER BANK STABILIZATION

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W912DQ-22-B-1030

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-B -1 of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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SHEET NO. TITLE CADD FILE NAME

PROJECT AREA

LEGEND

GENERAL NOTES

OMAHA

DES MOINES

ST. LOUIS

CITY

KANSAS

TOPEKA

SALINA

WICHITA

SPRINGFIELD

R E V I R

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GENERAL

REFERENCE

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COVER SHEET

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MO RIVER B ANK STABILIZATION STRUCTURE LAYOUT (TYPICAL)

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CONSTRUCTION REFERENCE PLANE (CRP) ELEVATIONS

CHANNEL STABILIZATION STRUCTURES, REVETMENT AND SECTIONS

DETAILS

INDEX AND REGIONAL MAP

STRUCTURE CRITERIA

REF-1

REF-2

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SHEET1.pdf

SHEET2.pdf

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RIVER MILE 348.7 TO 361.2

RIVER MILE 335.4 TO 350.3

RIVER MILE 324.6 TO 336.1

RIVER MILE 314.5 TO 325.9

RIVER MILE 304.6 TO 315.2

RIVER MILE 294 TO 305.9

RIVER MILE 281.4 TO 296.4

RIVER MILE 269.1 TO 283.6

RIVER MILE 258.9 TO 269.7

G-008 MR_BS_2021_G-008.dgnDETAILS

REVETMENTS WILL BE LOCATED RIVERWARD OF THE BANK.

RIVERWARD OF THE BANK WILL BE SELECTED BY THE CONTRACTING OFFICER FOR REPAIR. NEW DIKES AND

ACCRETION AND ARE THEREFORE INACCESSIBLE TO FLOATING PLANT. ONLY PORTIONS OF DIKES AND REVETMENTS

PORTIONS OF DIKES AND REVETMENTS SHOWN LANDWARD OF THE BANK OF THE RIVER ARE BURIED UNDER 5.

4' OR GREATER.

BY CONTRACTING OFFICER. CONTRACTOR MUST HAVE FLOATING PLANT CAPABLE OF WORKING IN WATER DEPTHS OF

ALL SELECTED STRUCTURES WILL ONLY BE ACCESSIBLE BY FLOATING PLANT UNLESS LAND ACCESS IS AUTHORIZED 4.

STRUCTURES SHOWN ON REFERENCE SHEETS.

CONTRACTING OFFICER WILL SELECT STRUCTURES TO BE REPAIRED WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, 3.

REVETMENTS WILL BE CONSTRUCTED.

CONTRACTING OFFICER MAY SELECT LOCATIONS BETWEEN THE HIGH BANKS OF THE RIVER WHERE NEW DIKES AND 2.

PROVIDED.

ON UNDER THIS CONTRACT. IF WORK ON ADDITIONAL FEATURES ARE REQUIRED, RELEVANT DETAILS WILL BE

STRUCTURES AND STRUCTURE DETAILS DEPICTED HEREIN REPRESENT THE MAJORITY OF FEATURES TO BE WORKED 1.

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STONE FILL

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L-HEAD

DIKE

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POINTS

ROCK HARD

BURIED DIKE

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MISSOURI RIVER

DIKES

CONCAVE

SILL FL

FIRST DIKE BELOW IT )

(LAST L-HEAD OF BEND AND

CROSSING CONTROL COMPLEX

SHEET NOTES

AND REQUIRE ROCK REMOVAL

ACCESSIBILITY MAY BE DIFFICULT

BAFFLE DIKE

ACCESSIBILITY MAY BE DIFFICULT

INSIDE BEND DIKE/CONVEX DIKE:

REVETMENT OVERLAY

THIS SCHEMATIC IS SHOWN FOR INFORMATION PURPOSES ONLY.3.

WILL BE REPAIRED.

REVETMENT IS COINCIDENT WITH THE HIGH BANK, ONLY THE RIVERWARD SIDE

WHICH CASE THEY ARE REFERRED TO AS L-HEAD REVETMENT. WHERE A STONE FILL

RIVERWARD END OF A DIKE, AND RUNNING PARALLEL WITH THE CURRENT, IN

TO SEDIMENT DEPOSITION LANDWARD OF THE REVETMENT, OR LOCATED ON THE

ALONG THE OUTSIDE BANK AND COINCIDENT WITH THE EXISTING HIGH BANK DUE

OUTER BANK WITH WATER ON THE LANDWARD AND RIVERWARD SIDES, LOCATED

WITH THE CURRENT. STONE FILL REVETMENTS CAN BE LOCATED ALONG THE

WATER ALONG AN AZIMUTH LINE RIVERWARD OF THE HIGH BANK AND PARALLEL

STONE FILL REVETMENT IS REVETMENT CONSTRUCTED BY PLACING STONE IN OPEN 2.

REVETMENT ARE CONSIDERED ONE AND THE SAME.

AND AT THE TOE. FOR PURPOSES OF THIS CONTRACT, TOE TRENCH AND STANDARD

DIFFERENCES BETWEEN THESE TWO TYPES OF REVETMENTS ARE UNDERWATER

CONSTRUCTED BY PLACING STONE ON A PREVIOUSLY GRADED BANK. THE

TOE TRENCH REVETMENT AND STANDARD REVETMENT ARE REVETMENTS 1.

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DIRECTED BY THE CONTRACTING OFFICER.

HEIGHTS SPECIFIED IN " STRUCTURE HEIGHT CRITERIA " TABLE, OR AS

STONE FILL USED FOR STRUCTURE REPAIR. STRUCTURES REPAIRED TO 2.

500 TONS.

STONE FILL QUANTITIES PER STRUCTURE SELECTED WILL BE A MINIMUM OF 1.

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(1) CRP ELEVATIONS MAY BE REVISED AS NEEDED BY THE CONTRACTING OFFICER.

(1)

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TRENCH FILL

10'-6"

4.5'

STONE FILL DIKE

SCALE: NTS A6 SCALE: NTS

D1 SCALE: NTS

TOE TRENCH REVETMENT (STANDARD)

STONE FILL REVETMENT

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STRUCTURE AZIMUTH LINE

WOOD PILE WHEN PRESENT

1TO EXCEED 1 ON 1

NOT4

1APPROX. SLOPE 1 ON 1

STONE FILL

1TO EXCEED 1 ON 1

NOT4

1APPROX. SLOPE 1 ON 1

AZIMUTH LINE

STRUCTURE

STRUCTURE AZIMUTH LINE

WOOD PILE WHEN PRESENT AS SPECIFIED BY CONTRACTING OFFICER

CROWN WIDTH AND ELEVATION

CONSTRUCT 4'-0"

1TO EXCEED 1 ON 1

NOT4

1APPROX. SLOPE 1 ON 1

STONE FILL

RIVERWARD SIDE LANDWARD SIDE

UPSTREAM SIDE DOWNSTREAM SIDE

EXISTING RIVERBED EXISTING RIVERBED

AS SPECIFIED BY CONTRACTING OFFICER

CROWN WIDTH AND ELEVATION

CONSTRUCT 4'-0"

1 1 ON 1

NOT TO EXCEED

1APPROX. SLOPE 1 ON 1

ELEV. VARIES ELEV. VARIES

ON REVETMENT

ROCK PLACEMENT

SEE NOTE 4 FOR

STONE FILL UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

SEE SPECIFICATION 35 31 24.00 23 FOR STONE GRADATION. PLACE TYPE 1 5.

INDICATE WHICH REVETMENT REPAIRS ARE CONSIDERED RAISES.

BE PLACED ON THE CROWN AND LANDSIDE. CONTRACTING OFFICER WILL

REVETMENT. WHEN RAISING A STONE FILL REVETMENT, STONE SHALL ONLY

STONE SHALL BE PLACED ON THE CROWN AND BOTH SIDES OF THE

WHEN REPAIRING A STONE FILL REVETMENT TO A PREVIOUS ELEVATION, 4.

PILE OR PILING CLUMP.

WHEN PILING IS PRESENT IN DIKE, AZIMUTH LINE IS ALONG UPSTREAM MOST 3.

RIVERWARD MOST PILE OR PILING CLUMP.

WHEN PILING IS PRESENT IN REVETMENT, AZIMUTH LINE IS ALONG 2.

CONTRACTING OFFICER.

STRUCTURES ARE TO BE CONSTRUCTED AS SPECIFIED BY THE

ELEVATION OF FINISHED SURFACES FOR NEW, MODIFIED, OR REPAIRED 1.

CRP

1V O

1 O N 3

TO 1

ON 1

SLOPE V

ARIE

S F

ROM

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8'-0"

20'-0"

A1 SCALE: NTS A7 SCALE: NTS

D7 SCALE: NTS

ROOT EXCAVATION DETAIL TYPE A HARDPOINT (RIVER BED MORE THAN 5' BELOW CRP)

TYPE B HARDPOINT (RIVER BED LESS THAN 5' BELOW CRP)

D1 SCALE: NTS

V A

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TYPE A BANK PAVING/BANK HEAD

TYPE B BANK PAVING/BANK HEAD

3'-0"

F5 SCALE: NTS

UPPER SLOPE REVETMENT INTERMITTENT REPAIR

V A

S V

A R

MATCH ADJACENT SLOPE

ADD STONEFILL TO

EXISTING REVETMENT

V A

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3'-0"

EXCAVATE AS REQUIRED

V A

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3'-0"

EXCAVATE AS REQUIRED

V A

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VARIES

EXCAVATE AS REQUIRED

VARIES

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SECTION B-B

SHEET NOTES

STONE FILL UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

SEE SPECIFICATIONS 35 31 24.00 23 FOR STONE GRADATION. PLACE TYPE 1 2.

CONTRACTING OFFICER.

STRUCTURES ARE TO BE CONSTRUCTED AS SPECIFIED BY THE

ELEVATION OF FINISHED SURFACES FOR NEW, MODIFIED, OR REPAIRED 1.

RIVER BOTTOM

CRP

EXISTING BANK

N T

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RIVER BOTTOM

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

CRP

SPOIL

LESS THAN 3'

SEE NOTE

-3 CRP

TRENCH

SPOIL

TOP OF BANK

EXISTING

EXISTING BANK

APPROX. 1V ON 3H DIKE

(TO BE CONSTRUCTED)

CRP

BOTTOM OF RIVER

SEE NOTE

-3' CRP

CONTRACTING OFFICER

OF REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

NOTE: IF FINISHED ELEVATION OF DIKE IS +0 CRP OR LESS THEN THIS DEPTH SHALL BE 4' BELOW THE FINISHED ELEVATION. ON STONE FILL PREVIOUSLY PLACED

ABOVE THIS ELEVATION IS EXCAVATED. BANK MATERIAL EXCAVATED SHALL BE DEPOSITED

NOTE: STONE FILL BELOW THIS ELEVATION MUST BE PLACED BEFORE BANK MATERIAL

A P P R

O X

1V O

EXISTING BANK SHEET NOTES

CONTIGUOUS AREAS OF IRREGULAR SHAPE AND SIZE

NOTE: APPLIES TO REVETMENT REPAIRS THAT ARE NON-

A X (

A P P R

O X

1V O

EXCAVATE AS REQUIRED

EXISTING BANK

TOP OF BANK

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

ON STONE FILL PREVIOUSLY PLACED

ABOVE THIS ELEVATION IS EXCAVATED. BANK MATERIAL EXCAVATED SHALL BE DEPOSITED

NOTE: STONE FILL BELOW THIS ELEVATION MUST BE PLACED BEFORE BANK MATERIAL

SEE NOTE

CRP OR LOWER

A X (

A P P R

O X

1V O

EXCAVATE AS REQUIRED

EXISTING BANK

TOP OF BANK

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

ON STONE FILL PREVIOUSLY PLACED

ABOVE THIS ELEVATION IS EXCAVATED. BANK MATERIAL EXCAVATED SHALL BE DEPOSITED

NOTE: STONE FILL BELOW THIS ELEVATION MUST BE PLACED BEFORE BANK MATERIAL

SEE NOTE

CRP OR LOWER

A X

SEE NOTE

CRP OR LOWER

TOP OF BANK

EXISTING BANK

EXCAVATE AS REQUIRED

A P P R

O X

1V O

SECTION A-A

3 X HEIGHT

V O

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

SECTION A-A

3 X HEIGHT

V O

CRP

VARIES 30' TO 55'

RIVER BOTTOM

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

A P P R

O X

1V O

E N

A M

A N

S I

E C

O V

E R

S H

E E

S E

E C

O V

E R

S H

A W

O D

C F

O R

S Y

N S

A S

M O

H S

T R

E E

K A

N S

A S

Y D

M R

S G

-0 .d g n

E N

D E

T A

C H

A P

M A

G-008

-4

E R

A N

D N

A V

N P

R O

S O

U R

I R

R B

A N

K S

T A

N D

C H

R A

D E

H S

H A

U G

H N

E S

S Y

S E

P T

E M

B E

AS ADVERTISED

D1 SCALE: NTS

TYPE B REVETMENT OVERLAY

A1 SCALE: NTS

TYPE A REVETMENT OVERLAY

V A

S V

A R

EXISTING REVETMENT TOE

EXISTING BANK

RIVER BOTTOM

PLACEMENT TO ERODED BANK

EXTEND STONEFILL

F T /- 0 .5

F T

F T /- 0 .5

F T

SLOPE MATCHING EXISTING SLOPE

OVER THE EXISTING REVETMENT

ADD STONEFILL TO CREATE A LAYER

SLOPE WILL VARY

EXISTING REVETMENT

15FT MAX

V A

S V

A R

.5 F T /- 0 .5 F T

SLOPE MATCH EXISTING SLOPE

OVER THE EXISTING REVETMENT

ADD STONEFILL TO CREATE A LAYER

S O

N N

D E

N E

D B

D E

S C

M A

R K

S I Z

S U

B M

E D

B Y

D A

T E

C O

N T

R A

C T

N O

H E

C K

E D

B Y

D R

A W

N B

U E

D A

T E

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

SHEET NOTES

STONE FILL UNLESS DIRECTED OTHERWISE BY CONTRACTING OFFICER.

SEE SPECIFICATIONS 35 31 24.00 23 FOR STONE GRADATION. PLACE TYPE 3 2.

CONTRACTING OFFICER.

STRUCTURES ARE TO BE CONSTRUCTED AS SPECIFIED BY THE

ELEVATION OF FINISHED SURFACES FOR NEW, MODIFIED, OR REPAIRED 1.

CRP

T O

CONTRACTING OFFICER

FOR REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

CONTRACTING OFFICER

OR AS DIRECTED BY

OF RIVER AND OF A LENGTH GREATER THAN 100 FEET AS MEASURED ALONG THE STRUCTURE AZIMUTH LINE NOTE: APPLIES TO REVETMENT REPAIRS THAT ARE UNIFORM IN EXTENT FROM TOP OF REVETMENT TO BED

CRP

TOP OF BANKEXISTING BANK

EXISTING REVETMENT TOE

RIVER BOTTOM

SLOPE WILL VARY

EXISTING REVETMENT

CONTRACTING OFFICER

FOR REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

OF REPAIRS AS MEASURED ALONG THE STRUCTURE AZIMUTH LINE IS GREATER THAN 100 FEET.

LINE AND EXTENDS FROM THE BED OF THE RIVER TO PART WAY UP THE SLOPE OF THE REVEMENT. LENGTH NOTE: APPLIES TO REVETMENT REPAIRS THAT ARE UNIFORM IN EXTENT ALONG THE STRUCTURE AZIMUTH

Jackson County

Clay County

384.0

383.9

3.9

377.7-A

379.01

370.75

383.3-A

379.91

370.75

377.7-A

383.3-A

377.7-A

388.15

379.91

0.7

3.9

370.75

374.35

377.4

379.01

370.75

380.1380.1

370.75

3.9

6.8

1.5

388.15

377.4

369.6

386.9

388.15

376.3

378.0

384.04

8.2

8.1

383.4

382.3

371.2

7.3

0.0

374.9376.1

0.5

8.3

383.7

381.6

375.5

381.2

378.25

383.1

6.3

383.95

377.7 377.5

377.9

375.8

383.91

370.76

370.5

383.2

384.05

378.1

3.6

377.95

379.0

370.3

384.3

376.2

.45

381.4

368.1 384.3

370.4

.85

383.31

5.1

382.6

377.68 377.69

384.15

376.0

373.65

372.1

.77

375.6

368.55

367.6

377.8

378.4

1.6

4.1

384.25

384.9

2.4

383.5

383.75

367.9

384.8

376.9

375.9

384.55

382.8

6.0

383.34

368.2

0.6

371.8

374.2

371.4

371.0

379.9

374.6

370.7

368.4

374.3

378.7

383.0

374.45

377.35

368.0

374.8

380.0

380.8

0.2

379.6

370.2-A

370.6

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

3. Portions of dikes and revetments shown landward of the bank of the river are buried under accretion and are therefore inaccessible to floating plant. Only portions of dikes and revetments riverward of the bank at the time of construction/repair will be selected by the Contracting Officer for repair. New dikes and revetments will be located riverward of the bank.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 14

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Mi le

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Jackson County

Clay County

MO Ray County

359.4

363.1

362.0

351.25

363.1

.75

363.1

363.1363.1

363.1

359.4

363.1

356.4

363.1

359.4

5. 3

359.4

363.1

359.4

363.1

1.4

5.3

359.4

351.25

.75

363.1

366.1

0.2

359.45

.75365.8

362.1

9.5

362.2

9.7

358.1

366.6

4.8

1 35 4.7

354.6

5.0

358.4 358.2

.65

366.2

363.5

363.7-F

363.7-C

363.25

366.15

7.0

.04

1.9

361.9

351.21

359.2

366.19

363.7-E

7.6

9.8

.45

365.55

365.0

2.1

367.02

352.4

356.3

363.7-D

365.5-C 351.35

2.1

351.45

365.61

365.25 365.44

363.4

350.9

359.55

4.9

7.2

367.6

6.7

5.4

352.7

363.95

1.6

354.5

361.5

7.4

.16

365.45

5.2

.75

365.24

367.9

365.5

363.7

367.25

364.8

361.8

364.2

366.0

.8-

365.5-B

361.71

366.8

355.1

1.8

364.6

359.05

366.4

364.9

360.95

0.4

359.49

1.4

365.4

361.2

0.3

0.8 36

0.1

350.7365.6

9.4

365.65

351.1

0.5

351.3

1.0

360.8-A 35 9.3

363.7-B

364.7

365.5-A

6.8

.7-

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 15

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0.3 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

334335

Jackson County

Lafayette County

Ray County

337.5

342.4

351.25

342.4

345.95

349.4 349.4 349.4

345.95

349.4

339.8

.8349.4

345.95

342.4

349.4

346.5

342.4

349.4

337.6

6.2

348.95

6.3

349.05

337.8

.4-

9.3

346.1

339.75

6.4

5 340.5

340.9

340.1

2.6

349.15

340.7

.58

335.0

339.25

2.8

342.3

6.5

346.47346.53

7.2

340.8 340.6

349.25

349.35

340.35

340.65

341.8

335.1

341.7

7.5

340.4

4.6

342.0

340.0

342.2

8.4

341.4

8.2

7.6

339.0

3.8

339.5

343.2

342.6

7.9

340.3

4.9

5.9

342.9

.61

343.3

6.9

6.8

346.91 bu rie d34 4.6

4.0

340.2

7.4

5.0

4.9

337.01

7.8

5.3

339.6

5.5

339.7

343.4

339.3

7.2

6.6

346.0

344.1

6.5

3.6

4.2

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 16

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Mi le

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6.1 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

Lafayette County

Ray County

323.3

339.8

337.5

326.8

337.5

337.5 337.5

337.5

323.3 323.3

329.9

323.3

320.8

327.81

325.31 329.9

327.81

325.31

326.8329.9

337.5

326.8

329.9

327.81

337.5

329.85

328.4

.31

.55

323.2

2.0

330.1

326.65

328.85

329.88

326.55

322.3

325.0

5.0

8.0

328.8

328.56

322.9

326.74

323.9

322.5

328.7

1.3

324.35

320.5

328.6

1.0

.75

328.5

325.3

6.5

324.6

323.7

323.36

330.3

1.0

.11

324.3

4.0

324.1-B

321.8

0.7

0.5

331.5

6.1

324.5

5.7

322.7

321.6-B

329.8

5.5

0.7

330.0

5.9

323.25

1.1

0.9

327.19

324.4

1.4

3.0

7.0

322.0

.9-

327.0

323.1-A323.1

326.2

324.2

324.1

326.0

321.6-A

327.2

7.8

322.2

321.9

325.9-A

325.8

7.4

321.6

324.1-A

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 17

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5.9 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

308309

Carroll County

Lafayette County

Ray County

323.3

316.6

314.73

312.5

314.73

312.5

314.73

323.3

312.5

316.6

312.5

323.3

312.5

323.3

312.5

323.3

316.6

323.3

312.5

.45

.25

.46

319.9

.55

311.4

.55315.75

5.6

9 312.75

.65

312.0

320.1

314.66

9.6

8.9320.2

320.21

6.5

9.7

2.9

.35

319.35

312.6

6.4

3.0

311.1

319.5

6.4

.65

312.7

316.4

9.3

310.95

3.2

3.0

.57

314.81

6.1

-B

312.4

8.4

316.7

7.4

7.8

4.1

-B

.14

8.4

-B

3.1

8.8

311.9

316.9

.55

7.6

315.0

9.2

9.4

319.2

312.2316 .0

319.0

7.6

7.7

314.75

319.0-A

316.25

319.8

5.8

318.3-A

320.0

314.8

318.7

316.2

316.1

316.1-A

318.3

311.0

4.1

311.8

314.1-A

3.2

311.5

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 18

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Mi le

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5.2 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

Carroll County

Lafayette County

307.7307.9

307.7

312.5

309.84

302.3

307.9

304.31

304.31 307.9

302.3

307.7

302.3

307.9

302.3 302.3

304.31

2.5

304.31

309.84

2.5

302.69

307.7

.84

307.7

302.3

307.7

302.69

307.9

304.4

.95

5.9

.25

0.8

309.55 309.6

5.8

1.8

305.5

304.9

310.15

.55

309.9

304.8

4.0

309.15

305.15

7.6

.75

307.8

301.65

308.8

309.2

307.2

309.7

.05

306.2

307.15

308.2

310.3

309.8

310.9

308.2-B

307.07

309.89

307.85

6.0

304.5

302.7

303.2

309.3

2.5

309.83

310.1

8.1

0.5

304.35

310.95

301.7

307.0

307.86

308.5 308 .1-

305.0

7.4

304.45

300.8

3.8

309.0

301.6

303.0

304.3

.01

3.5

.5-B

304.2

310.75

300.2

304.85

301.1

304.6

304.87

302.85

308.7

0.9

309.4

0.1

300.2-A

304.1

308.8-A

.88

308.4 30 3.7

308.1-A308.5-A

308.2-A

300.5-A

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 19

Riv er

Mi le

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.9 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

Carroll County

Saline County

Lafayette County

289.7

299.0

291.9

295.7

302.3

.31

302.3

9.3

302.3

295.7

2.3

299.0

2.6

291.9

295.7

302.3

4.1

300.95

300.25

295.8

290.3

300.85

301.5

301.8

291.75

299.2

8.3

296.1

290.31

295.9

290.05

301.55

292.0

291.35

291.6

289.41

298.9

297.5

296.4

300.75

301.65

292.12

301.7

289.98

296.8

7.9

299.35

299.9

0.0

296.9

296.75

295.4

291.7

295.2

0.8

292.5

301.0

300.0

295.85

289.55

302.55

7.7

296.11

295.0

300.5

289.6

291.40

293.2

3.4

292.4

3.629

3.9

296.15

300.1

291.55

299.1

291.46

4.1

295.65 289.95

299.4

3.7

293.0

294.5

297.3

3.5

.25

297.0

292.65

301.6

294.3

289.18

294.8

292.2292.05

289.71

300.2

301.1

289.8

290.0

289.9

300.9

300.11

8.4

4.0

5.6

291.5

293.3 bu rie d

291.8

0.2

-A

294.4

300.5-A

292.1

299.4-A

293.3-A

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 20

Riv er

Mi le

1.4 to

6.4 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

Carroll County

Saline County

.02

9.4

4. 1

289.7

286.5

291.9

.02

281.5

1.5

285.4

9.0

288.6

284.1

289.46

288.6

289.4

285.4

288.6

285.6

291.9

5.6

284.1

289.1

281.5

286.5

285.6 286.5

289.3

285.6

287.9

283.8

288.65

277.85

284.2

278.21

280.0-B

284.45

5.1

.25

284.21

0.3

282.2

288.1

6.7

.15

9.2

9.1

289.08

9.2

0.3

9.1

0.0

.95

5.2

4.9

285.0

285.3

278.6

278.15

289.41

283.9

284.55

285.01

7.5

288.25

285.69

6.5

289.98

282.9

7.8

278.0

290.04

288.2

7.1

289.05

288.95

284.6289.38

6.5

283.82

289.45

288.85 285.56

283.75

9.5

289.5

280.7

281.6

9.6

286.11

288.7

285.45

280.0-C

283.5

.13

288.5

284.0

.95

288.4

286.4

286.96

279.9

286.6

281.4

286.75286.9

283.2

290.25

.9-A

287.0

6.3

289.18

288.3

278.3

9.7

285.7

282.65

278.9

289.0

288.9

9.8

285.9

0.0

9.9

.85

289.2 bur ied

284.5

280.0

284.8

284.2-A

285.6-A 286.1

286.8

280.0-A

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 21

Riv er

Mi le2

.1 to

3.6 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

262263

264265

Carroll County

Saline County

.55

281.5281.5281.5

274.55

281.5

274.55 274.55 274.55

274.55

271.85

269.8

276.11

269.7-A

269.8

7.8

268.8

5.8

4.6

270.2

274.0

.31

0.9

276.5

273.35

5.5

270.6

.25

270.61

5.0

270.7

4.9

6 272 .5

4.8

1.8

3.9

4.3

269.83

270.0-B

268.61

4.6

267.97

269.86

6.1

268.6-B

6.0 269.5

268.9

268.7

275.1

4.7

6.9

273.6

270.0

269.81

270.8

5.0

276.31-B

275.18

270.3

277.8

267.8

270.45

271.01

270.75

270.25

7.3

.61

5.7

276.8

272.2

271.2

6.2

276.31

274.86

269.3

271.7

269.4

271.05

269.7

271.9-C

7.5

273.4

267.9

277.56

276.31-C

274.1

.4 bu rie d

269.0

273.85

6.3 269.2

268.6

270.0-A

6.4

270.4

274.2

6.5

6.8

6.6

274.95

275.4

269.9

272.8-A

274.3

276.31-A

268.0

267.5

271.9

US Army Corps of Engineers Kansas City District

ITY

, M

De sig ne d b y:

Dr aw n b y:

Su bm itte d b y:

Da te:

Ap ril

IVE

LIZ

TIO

T F Y2

Sheet Reference Number:

1. For clarity purposes, some dike and revetment numbers have been omitted from the sheets.

2. Contracting Officer will select structures for repair/construction/notch excavation to provide a current list as needed.

4. Land access to dikes and revetments is not available unless authorized by Contracting Officer.

Floating plant must be capable of working in water depths of 4' or greater.

Ch ec ke d b y:

REF 22

Riv er

Mi le

8.9 to

9.7 Document Path: C:\Users\g5ecxtlb\Desktop\Working\Structures_for_Mike\W inter_Inspection_21_22\MORIV_0-502_FY17.mxd 1:4

ANSI D COVER SHEET

INDEX AND REGIONAL MAP

MO RIVERBANK STABILIZATION STRUCTURE LAYOUT (TYPICAL)

STRUCTURE HEIGHT CRITERIA

CONSTRUCTION REFERENCE PLANE (CRP) ELEVATIONS

CHANNEL STABILIZATION STRUCTURES, REVETMENT AND SECTIONS

DETAILS

REFERENCE SHEETS

File details come from the government source that posted it. Updated Sep 8, 2022.