B.08.02 - IFB RM498_360_FY22 PLANS RTA 081022.pdf

PDF 7 MB Posted Aug 10, 2022

Attached to: Bank Stabilization and Navigation Project River Mile 360-498
Solicitation number: W912DQ22B1031
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for bank stabilization and navigation construction services along the Missouri River between River Miles 360-498. The U.S. Army Corps of Engineers, Kansas City District is seeking these services to support the Bank Stabilization Navigation Project. This is a 100% Total Small Business Set-Aside requirement that will result in a firm-fixed-price award. The NAICS code is 237990 and size standard is $39.5 million. The estimated value is between $25-100 million. The solicitation number is W912DQ22B1031.

View the file

Other files

File	Type	Posted
C.04.01 - Abstract of Offers Final.pdf	PDF	Sep 9, 2022
B.08.03 - Bidder Inquiry 496650 BSNP RM 360-498 FY 22 IFB Response.pdf	PDF	Aug 31, 2022
B.08.03 - Solicitation Amendment 2.pdf	PDF	Aug 31, 2022
B.08.03 - Solicitation Amendment 1.pdf	PDF	Aug 29, 2022
B.07.01 - Site Visit Sign In Sheet.pdf	PDF	Aug 17, 2022
B.04.21 Consolidation DF - W912DQ22B1031 BSNP Redacted 081022.pdf	PDF	Aug 10, 2022
B.08.02 - Solicitation W912DQ22B1031 SPECS RTA 081022.pdf	PDF	Aug 10, 2022

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...\BSNP\...\_Sheets IFB RM360-498\...\MR_BS_2021_G-001.dgn

11:32:36 AM 8/9/2022 PD: NWK_pdf.pltcfg DS: NWK_Screen.dscript

SEE COVER SHEET

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P2-496650, FY22

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AND NAVIGATION PROJECT

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RIVER MILE 360 TO 498.4

MISSOURI RIVER BANK STABILIZATION

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W912DQ22B1031

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B 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

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.

GENERAL

REFERENCE

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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

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SHEET1.pdf

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SHEET14.pdf

RIVER MILE 489.6 TO 502.6

RIVER MILE 480.1 TO 490.9

RIVER MILE 470.1 TO 482.0

RIVER MILE 456.1 TO 471.0

RIVER MILE 445.6 TO 456.8

RIVER MILE 434.1 TO 447.8

RIVER MILE 423.8 TO 435.2

RIVER MILE 415.1 TO 426.9

RIVER MILE 406.8 TO 416.7

RIVER MILE 394.0 TO 407.3

RIVER MILE 386.6 TO 397.6

RIVER MILE 375 TO 387.3

RIVER MILE 360 TO 376.7

RIVER MILE 348.7 TO 361.2

OMAHA

DES MOINES

ST. LOUIS

CITY

KANSAS

TOPEKA

SALINA

WICHITA

SPRINGFIELD

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CITY

JEFFERSON

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FIRST DIKE BELOW IT )

(LAST L-HEAD OF BEND AND

CROSSING CONTROL COMPLEX

SHEET NOTES

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.

AND REQUIRE ROCK REMOVAL

ACCESSIBILITY MAY BE DIFFICULT

BAFFLE DIKE

ACCESSIBILITY MAY BE DIFFICULT

INSIDE BEND DIKE/CONVEX DIKE:

REVETMENT OVERLAY

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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.

SHEET NOTES

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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'

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TOE TRENCH REVETMENT (STANDARD)

STONE FILL REVETMENT

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STRUCTURE AZIMUTH LINE

WOOD PILE WHEN PRESENT

1TO EXCEED 1 ON 1

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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

SHEET NOTES

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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20'-0"

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

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

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TYPE A BANK PAVING/BANK HEAD

TYPE B BANK PAVING/BANK HEAD

3'-0"

F5 SCALE: NTS

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V A

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ADD STONEFILL TO

VARIES

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SECTION A-A

SECTION B-B

SHEET NOTES

ROCKFILL 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.

A X (

A P P R

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CRP

EXISTING BANK

N T

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CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

CRP

EXCAVATE AS REQUIRED

EXISTING BANK

TOP OF BANK

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

SEE NOTE

CRP OR LOWER

TOP OF BANK

EXISTING BANK

EXCAVATE AS REQUIRED

A P P R

O X

1V O

3 X HEIGHT

V O

CRP

VARIES 30' TO 55'

RIVER BOTTOM

CONTRACTING OFFICER

OF REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

SECTION A-A

3 X HEIGHT

V O

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

CONTRACTING OFFICER)

ELEVATION (AS DIRECTED BY

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

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

A P P R

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1V O

EXISTING BANK

SEE NOTE

CRP OR LOWER

CONTIGUOUS AREAS OF IRREGULAR SHAPE AND SIZE

NOTE: APPLIES TO REVETMENT REPAIRS THAT ARE NON-

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O V

E R

S H

A W

O D

C F

O R

S Y

N S

A S

M O

H S

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K A

N S

A S

Y D

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A N

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N P

R O

S O

U R

I R

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A N

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T A

N D

C H

R A

D E

G O

S S

E N

A U

E R

A U

G U

S T

READY TO ADVERTISE

V A

S V

A R

D1 SCALE: NTS

EXISTING REVETMENT TOE

EXISTING BANK

RIVER BOTTOM

TYPE B REVETMENT OVERLAY

PLACEMENT TO ERODED BANK

EXTEND STONEFILL

F T /- 0 .5

F T

V A

S V

A R

.5 F T /- 0 .5 F T

A1 SCALE: NTS

TYPE A REVETMENT OVERLAY

.5 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

SLOPE MATCH EXISTING SLOPE

OVER THE EXISTING REVETMENT

ADD STONEFILL TO CREATE A LAYER

15FT MAX

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

CRP

T O

CONTRACTING OFFICER

FOR REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

CRP

TOP OF BANKEXISTING BANK

EXISTING REVETMENT TOE

RIVER BOTTOM

SLOPE WILL VARY

EXISTING REVETMENT

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.

CONTRACTING OFFICER

OR AS DIRECTED BY

CONTRACTING OFFICER

FOR REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

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

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

3.1

528.6

534.6

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542.82

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538.8

542.88

540.12 540.15

531.4 533.6

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531.5

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527.4

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528.8

528.0

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7.7

534.7

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535.2

540.72

529.0

529.35

529.4

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534.66

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528.8-D

527.3

536.2537.3

542.89 530.9

536.6

529.5

536.71

532.7

536.35

.25

528.8-A

528.7

528.9

528.1

533.55

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536.1

530.5

3.3

5.4

527.2

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530.5-D

541.9

534.8

8.4

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538.5

539.6

539.35

2.1

.99

.69

530.5-C

3.5

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538.2538.3538.4

528.2

530.6-A

539.8

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539.65

539.3539 .2

530.7

3.2

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527.0

9.7

530.5-A

US Army Corps of Engineers Kansas City Distric t

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 Num ber:

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 1

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6.1

525.2

2.7

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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 2

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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:

³ 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 3

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500.2

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507.9-A

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507.1

498.5

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503.4-B 499.3-A

497.5

502.2-A

4.3

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503.4-A

500.3 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 4

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480.2

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8.2

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9.3

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492.6

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491.75

488.0

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480.8

490.7

481.0

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478.26

486.21

487.91

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481.5

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.5-A

486.3

490.5

486.05

485.8

5.8

-A

485.2

485.6

480.5

477.3-A

.6-B

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 5

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470.45

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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 6

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470.45

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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 7

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0.2

450.25

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450.3

444.7 448.1

441.2

446.1

9.6

450.0

450.1

443.6

443.2-B

447.8 449.58

448.2

444.5

444.75

442.85

444.6

449.8

444.8

443.9-B

444.2

450.05

450.4

450.71

442.4

442.7-A

441.25

444.2-A

449.58-A

450.1-B

443.9

449.55

0.1

-A

444.85

.4-A

443.4

440.45

3.9

-A

451.01

3.2

-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 8

Riv er

Mi le

5.1 to

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

437.65

439.0

432.88

437.65

439.0

444.3

440.61 440.61

433.5-A

432.8435.3-A

435.3-A

444.3 437.65

439.0 444.3

438.3

437.6

4.7

441.7 44 1.3

438.2

441.65

437.1

9.6

0.0

7.4

438.41

0.2

434.6

439.66

438.0

9.2

439.1

5.4

0.4

439.95

434.2

.75

4.9

435.9

9.4

439.5

438.31

1.9

434.3

0.4

433.5

3.8

0.6

0.5

1 438.15

9.7 43 9.6

3.9

433.83

440.71

441.35

1.8

441.4

437.3-C

.86

0.3

434.15

437.3-K

433.5-C

438.4

439.8

3.7

437.3

438.1

435.38

437.8

437.2-F

437.7

3.1

3.2

437.71

3.6437.2-C

438.7

435.36

438.9

5.9

433.3

434.95

1.2

437.2-G

435.5

437.0

6.5

437.2-D

7.3

-G

5.6

437.2-E

441.4-A

437.3-L

435.6-A

2.9

433.3-A

432.85

432.56

434.05

433.8

5.3

437.3-A 437.3-E

437.2-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 9

Riv er

Mi le

6.8 to

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

0.5

423.65 423.65

432.88

426.28

432.45 426.28

427.75

426.28

433.5-A

419.3

427.75

432.8

422.95

426.28

421.8

422.95

423.65

419.3

426.28

430.5

427.75

4.0

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422.3

430.8

3.4

426.0-C

428.4

423.6

422.35

429.01

6.7

430.35

428.85

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428.5

2.2

0.6

431.1

426.5

430.55

422.25

431.51

431.2 431.35

431.62

0.5

1-B

2.5

426.2

423.5

2.1

430.56

429.3

430.9

426.45

0.2

432.09

423.4-A

431.25

1.8

430.7-C 420.0

431.9

432.01

0.6

7.6

432.05

426.0

7.0

422.7

3.0

425.5

2.2

7.5

423.8

431.6

431.61

432.1

429.6

1.7

421.6

7.9

3.6

428.2

419.6

6.8

6.0

-A

2.0

7.4

.45

422.9

7.7

2.4

431.8

0.5

1-C

.51

428.7

432.4

431.4

426.75

3.8

419.15

426.0-B

432.49

426.0-D

428.6

431.75

426.1

9.1

420.4

432.5

431.2-B

420.2

0.8

431.3

430.3

1.5

425.1

1.042

1.242 1.4

426.15430.1

419.4

427.3

420.5

430.6

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419.05

431.56

2.9

431.0

0.7

-A

.85

432.56

420.51-A

431.2-A 430.7-B

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 10

Riv er

Mi le

4.0 to

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

412.65

412.45

418.2

419.3

416.3416.4

414.0

412.2

419.3

414.0

419.3

421.8

418.2

416.9

412.45

416.5

412.65

414.0

416.9

422.3

411.7

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0.8

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422.25

.51

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8.8

-F

417.3

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8.8

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1.0

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8.8

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420.0

0.6

7.2

2.2

418.4

8.8

-H

417.4

.25

2.4

416.35

1.242

1.4

416.7

1.7

7.0

419.6

2.0

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6.2

6.0

416.6

416.8

1.5

2.9

1.6

416.85

.51

-C

.19

.51

5.5

7.1

412.81

2.3

419.15

413.6

413.7

6.0

-C

6.5

416.0-A

418.0

7.2

6.2

412.35

5.3

418.95

9.1

420.4

420.2

8.6

9.0

419.4

0.5

418.5

8.9

6.2

6.0

-B

419.05

8.8

420.51-A

418.8-B

415.3-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 11

Riv er

Mi le

6.6 to

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

403.4

408.3

403.4

408.3

. 3

403.4

408.3

410.3

401.3

408.3

410.3

412.2

408.3 408.3

410.0

405.8

9.7

410.8

403.9

410.9

404.1

8.7

404.85

411.15

406.0

403.7

405.45

409.35

0.1

401.8

403.5

404.3

410.15

410.05

.56

1.6

409.1

9.9

408.4

0.5

410.25

0.2

411.25

411.45

410.35

402.8

402.0

405.0

403.32

408.6-B

404.5

404.7

403.6

403.0

1.2

408.5

6.6 405.6

408.8

6.3

1.0

410.55

408.9

9.9

9.3

410.06

9.2

0.4

.0-

405.15

8.6

0.6

9.0

.0 404.0

403.75

3.9

-A

410.4-A

402.9

411.0-A

402.4

406.0-B406.0-A

408.6-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 12

Riv er

Mi le

5 t o 3

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

403.4

396.2

400.2

390.14

388.15

390.14

398.2

6.2

392.05

390.14

392.0

396.2

400.2

3.4

400.2

391.9

403.4

400.2 4 00.2

400.2

6. 2

397.21

3.3

396.2

3.3

389.3

393.78

396.9

396.4

387.0

393.55

398.24

385.8

393.2

387.71

5.1

396.26

393.6

397.4

392.1

393.81

.45

392.5

398.5

387.9

388.7

393.7

396.3

385.7

399.71

393.95

1.3

399.8

389.7389.8

393.5

389.0

388.85

389.1

396.7

387.7

8.2

400.25

392.95

396.65

399.5

389.97

397.9

385.4

400.3

388.25

7.8

392.3

6.3

391.95

399.7

394.1

394.8

392.9

5.7

5.9

390.35

393.76

389.5

397.6

393.1

400.6

394.4

4.9

386.7

388.45

6.5

396.55

388.62

6.1

397.22

8.8

388.3

5.4396.84

395.0

390.67 392.7

396.85

399.2

387.15

6.4

396.8

393.05

400.19

394.25 387.81

387.3

388.4

388.1

6.1

396.6

387.5

388.2

387.52

399.66

390.15

388.0

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 13

Riv er

Mi le

0 t o 3

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384.0

383.9

3.9

377.7-A

379.01

370.75

38 3.3-A

379.91

370.75

377.7-A

383.3-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

377.

3.9

6.8

1.5

388.1 5

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

368.8

3.6

377.95

379.0

370.3

384.35

376.2

368.4

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 Distric t

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 Num ber:

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 14

Riv er

Mi le

8.7 to

1.2 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 Aug 10, 2022.