FY22 BSNP IFB 0-140 PLANS - RTA.pdf

PDF 8 MB Posted Aug 23, 2022

Attached to: Bank Stabilization and Navigation Project River Mile 0 to 140
Solicitation number: W912DQ22B1033
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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Written by GovTribe AI · Dec 28, 2023

This is a solicitation for bank stabilization and navigation services along the Missouri River between River Miles 0-140. The scope of work includes repairing, modifying, or constructing dikes and revetments, as well as constructing new bank paving and hard points and placing repair overlays along existing revetments. The solicitation will result in a firm-fixed price contract award. The NAICS code is 237990 and size standard is $39.5 million. The estimated value is between $25-100 million. The contracting agency is the U.S. Army Corps of Engineers Kansas City District.

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Other files

File	Type	Posted
B.08.03 Solicitation Amendment 0004 SF 30 (Signed).pdf	PDF	Sep 16, 2022
B.08.03 Solicitation Amendment 0003 SF 30 (Signed).pdf	PDF	Sep 7, 2022
B.04.21 CONSOLIDATION D&F RM 0-140_Redacted.pdf	PDF	Sep 6, 2022
B.08.03 Solicitation Amendment 0002 SF 30 (Signed).pdf	PDF	Sep 1, 2022
B.08.03 Solicitation Amendment 0001 SF30.pdf	PDF	Aug 25, 2022
FY22 BSNP RM 0-140 Specs RTA.pdf	PDF	Aug 23, 2022

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...\BSNP\...\_Sheets IFB RM0-140\...\MR_BS_2021_G-001.dgn

10:37:45 AM 8/16/2022 PD: NWK_pdf.pltcfg DS: NWK_Screen.dscript

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 0 TO 140

MISSOURI RIVER BANK STABILIZATION

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W912DQB1033

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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

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

PROJECT AREA

LEGEND

STRUCTURE CRITERIA

GENERAL NOTES

REF-1

REF-2

REF-3

REF-4

REF-5

REF-6

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REF-11

REF-12

REF-13

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REF-15

RIVER MILE 9.1 TO 22.1

SHEET1.pdf

SHEET2.pdf

SHEET3.pdf

SHEET4.pdf

SHEET5.pdf

SHEET6.pdf

SHEET7.pdf

SHEET8.pdf

SHEET9.pdf

SHEET10.pdf

SHEET11.pdf

SHEET12.pdf

SHEET13.pdf

SHEET14.pdf

SHEET15.pdf

RIVER MILE 137.7 TO 147.3

RIVER MILE 127.6 TO 139

RIVER MILE 117.6 TO 127.6

RIVER MILE 108.6 TO 118.4

RIVER MILE 98.9 TO 109.0

RIVER MILE 89.1 TO 99.3

RIVER MILE 79.8 TO 89.6

RIVER MILE 69.6 TO 80.0

RIVER MILE 59.7 TO 71.2

RIVER MILE 52.5 TO 61.8

RIVER MILE 43.1 TO 53.0

RIVER MILE 31.7 TO 43.6

RIVER MILE 21.3 TO 32.1

RIVER MILE 0 TO 9.9

OMAHA

DES MOINES

ST. LOUIS

CITY

KANSAS

TOPEKA

SALINA

WICHITA

SPRINGFIELD

R E V I R

O S S I M

CITY

JEFFERSON

K A N S A S

M I S S O U R I

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N E B R A S K A

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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REVETMENT

STANDARD

REVETMENT

STONE FILL

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REVETMENT

L-HEAD

DIKE

CONVEX

POINTS

ROCK HARD

BURIED DIKE

BAN

H T

MISSOURI RIVER

DIKES

CONCAVE

SILL FL

FIRST DIKE BELOW IT )

(LAST L-HEAD OF BEND AND

CROSSING CONTROL COMPLEX

SHEET NOTES

REVETMENT OVERLAY

AND REQUIRE ROCK REMOVAL

ACCESSIBILITY MAY BE DIFFICULT

BAFFLE DIKE

ACCESSIBILITY MAY BE DIFFICULT

INSIDE BEND DIKE/CONVEX DIKE:

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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SHEET NOTES

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

CRP

1V O

1 O N 3

TO 1

ON 1

SLOPE V

ARIE

S F

ROM

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.

SHEET NOTES

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VARIES

8'-0"

20'-0"

V A

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

S V

A R

F1 SCALE: NTS

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

S V

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EXCAVATE AS REQUIRED

V A

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3'-0"

VARIES

EXCAVATE AS REQUIRED

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SECTION A-A

SECTION B-B

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

O O

P E V

A R

S F

R O

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

3 X HEIGHT

V O

CRP

VARIES 30' TO 55'

RIVER BOTTOM

CONTRACTING OFFICER

OF REPAIR AS DIRECTED BY

MINIMUM AND MAXIMUM ELEVATIONS

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

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

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

E N

A M

A N

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

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

E N

A M

A N

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

T O

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

A U

G U

S T

READY TO ADVERTISE

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

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

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.

SHEET NOTES

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

Callaway County

Cole County

155.1

145.95

153.69

5.1

145.95

151.21

151.21 151.21

149.39 149.39

153.6

5.1

153.69

5.1

154.3

154.19

148.7

6.3

153.25

150.65

6.0

148.9

6.6

153.2

9.0

154.45

152.7

152.5

152.9

149.7

1.7

153.1

1.5

1.9

153.45

152.8

6.1

146.54

8.4

149.4

153.3

153.7

151.0

152.1

154.0

5.3

146.39

151.9

.15

4.6

6.8

152.15

151.19

1.2

146.35

.81

0.0

9.3

9.6

6.4

7.5

153.9

0.6

5.5

5.1

154.75

153.28

154.4

7.1

154.2

7.9

154.5

155.0

5.8

150.3

152.4

5.9

5.7

5.2

3.8

7.9

-Q

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 33

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128129

133134

Callaway County

Osage County

Cole County

142.21

144.6

138.95

135.75

145.95

144.6

145.95

142.85

142.21

142.85

144.6

137.0

138.95

135.65

141.95

4.9

136.0 13 5.8

1.9

8.5

.95

144.1

143.31

19B

143.5

137.65

139.9

137.35

137.2

143.8 14 3.3

8.8

8.2

1.0

0.0

3.1

7.2

3.6

140.51

144.4

142.65

136.4

3.0

137.8-A

.65

.35

6.9

4.8

5.6

139.0

5.7

1.4

136.2

145.5

142.95

.51141.6

5.2

9.1

145.0

6.7

.25

145.1

143.95

8.8

142.1

.85

2.814

2.9

145.9

138.3-A

2.4

141.3

0.3

7.7

143.05

136.8

8.7

2.0

.21

8.5

145.3

140.0-A

137.3

1.4

0.5

2.6

1.9

145.7

2.2

144.4-A

145.2

7.8

9.2

1.2

8.6

144.8

8.3

139.814 0.2

9.4

8.9

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 34

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Callaway County

Osage County

126.9

127.6

135.65

131.3 131.3 127.6

132.34

135.65

131.3

135.65

126.9

131.3

135.65

127.6

129.1

131.3

129.1

131.3

127.6

126.9

131.3

126.9

131.3

126.9

131.3

127.6

127.3

9.5

131.5-C

127.71

132.65

.25

129.43

131.45

4.8

130.6

7.7

9.4

131.71

8.1

128.0

133.0

9.6

131.6

0.0

127.75

3.9

133.7-B

125.7

6.2

132.4

129.6

131.9

127.65

129.9

131.31

9.7

8.7

5.0

.35

131.4

125.1

134.1

129.2

8.2

131.8

133.5

133.1 127.9

132.05

7.2

0.3

5.5

-C

126.6 126 .4

2.6

125.4

2.7

129.0

133.95

.95

.2-

2.2

5.1

127.5

2.3

131.5-A

133.7

9.4

134.2

9.9

6.7

8.3

0.0

6.0

0.2

128.8

133.7-A

7.8

127.2-A

5.5

131.5

131.0

130.3-A

125.5-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 35

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110111

117118

Callaway County

Montgomery County

Osage County

Gasconade County

114.0

126.9

115.39

119.6

127.6

121.58-A

119.6

115.39

127.6

126.9

121.58-A 121.58-A

115.39 115.39

122.05

115.39

122.05

119.6

126.9

118.6

122.3

126.9 126.9

126.9

118.6

6.3

5.4

122.7

0.5

4.1

5.6

123.5

122.9

.51

123.45

121.9

.98

0.8

121.35

123.0

0.3

122.5

120.01

9.5

121.2

120.85

3.9

114.3

9.0

119.8

5.5

5.1

.35

0.6

8.8

7.2

-C

5.0

9.4

121.0

5.0

118.79

121.58

5.1

4.9

122.1

117.2-A

123.8

7.5

-A

5.3

120.95

3.9

5.5

-C

122.31

121.15

0.7

117.5

.6-B

121.7

114.75

8.7

6.6

6.5

122.6

0.0

6.4

6.0

4.8

122.2

117.9

120.3-A 120.85-A

124.0

5.4

.65

117.9-A117.7

5.0

118.6-A

114.75-A

125.5-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 36

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

106107

Montgomery County

Gasconade County

114.71-A

112.0

114.0

115.39

109.3

109.3 109.3

112.0 112.0

115.39

106.6 106.6

114.0

109.3

114.0

109.3

109.3 109.3

109.3

109.4

109.3

106.6

109.3

115.39

111.7

114.0

109.4

111.7

114.71-A

106.6

4.4

109.25

107.5

105.82

3.6

111.9

106.4

106.1

109.0

106.25

104.85

110.8

107.2

107.6

113.5

107.95

106.68

111.15

111.3

109.5

111.6

108.25 114.1

105.25

109.6

114.8

0.9

.15

4.0

110.2

108.7

106.65

.31

115.0

107.0

.9-

107.91

111.0

.9-

2.2

5-B

112.41

109.35

107.9

114.1-B

107.85

3.2

107.7108.1

106.0

104.85-B

113.9

3.1

.65

2.5

108.3

105.5

1.8

105.7

112.2

108.5

.75

107.4

2.3

106.9

114.1-A

105.3

105.81

109.9

106.5

104.5

104.85-A

105.25-A

113.0

114.75-A

112.25-A

114.5

111.1

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 37

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

Montgomery County

Franklin County

Warren County

Gasconade County

101.2 097.3

097.3 100.94

100.94

097.3 097.3

099.4

101.2

103.75

100.94

097.3

103.75 103.75103.75

097.3

103.75

9 8.77

103.75

100.94

104.04

099.4

100.94

103.75

097.3

095.6

100.94 099.4

2.9

103.76

9.9

104.4

.36

3.1

7.2

103.74

0.5

-D

2.5

104.85

.15

.12

099.6

.69

.75

.15

102.9

7.9

5.5

104.0

100.96

.92

5.4

.75 099.8

1.8

104.05

102.4

095.7

8.4

100.7

8.5

097.75098.8

9.7

102.2

.12

8.4

100.91

097.95

095.61

0.0

096.2

101.3

104.1

103.7

9.5

101.7

098.01 097.7

103.2

8.6

104.9

104.85-B

097.6

096.3

096.6

098.75-B

098.3

3.5

096.9

3.4

096.17

9.1

094.9

101.6

102.6

1.9

098.1

097.7-A

105.25-A

100.95

0.5

097.9

104.5

104.0-A 104.4-A

104.85-A

100.5-A

103.8

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 38

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.1 to

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858687

Franklin County

Warren County

094.0 094.0

094.0

091.5 091.4

094.1

091.4

094.0

097.3

094.0 094.0

086.6

095.6095.6

091.5 091.5

091.4

085.95

091.5

085.95

095.6

094.0

085.95

095.6

088.06

094.1

086.6

088.06

091.4091.4

6.3

7.4

085.6

089.2

089.65

4.1

091.6

.45

090.21

085.9

089.56

092.75

086.35

092.15

095.5

084.808 8.0

3.8

091.9

095.4

090.3

094.85

091.75

0.7 090

087.6

090.75

9.8

3.9

5.8

-B

085.45

084.3

091.1

0.2

084.7

088.2

088.6

086.1

2.3

1.3

8.1

089.58 089.54

6.0

085.64

9.6

2.8

7.9

3.8

3.3

0.1

086.2

092.4

4.3

5.7

084.9

5.6

094.9

5.8

085.5

085.7

085.8-A088.07

089.2-A

090.1-A

084.6

089.4

089.6-A

090.8091 .8

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 39

Riv er

Mi le

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

Franklin County

Warren County

079.15

078.1

073.65

078.1

081.3

078.1

082.45

082.84

078.1

073.65

085.95

082.84

082.45

078.1

077.25

073.65073.65

081.3

073.65

078.25

1.9

076.9

078.4

073.1

079.5

074.008 0.8

3.5

079.7

1.4

077.2

079.2

078.2

073.05

073.45

084.4

.1 08 0.9

077.85

084.3

076.4

078.15

075.8

084.7

077.1

2.5

078.6

082.9

078.21

076.3

7.3

082.6

2.4

2.1

3.7

080.5

8.0

079.9

083.9

6.8

074.5

6.507

7.0

083.0

074.9

.5-

3.6

081.7082.95

078.8

082.2

1.2

1.5

074.4-A

076.7

7.8

4.6

073.3-A

075.8-A

2.0

081.0

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 40

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Mi le

.6 to

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

Franklin County

Warren County

Saint Charles County

2.9

5.2

078.1

069.3

072.2-A

073.65

5.2

078.1

2.9

5.8

071.2-A

069.3078.1

067.69

073.65

071.2-A 071.2-A

5.2

071.2-A

078.1

5.2

069.3069.3

071.2-A

068.35073.65

069.3

078.1

073.65

065.2

3.2

069.2

068.55

069.55

063.2

7.7

063.6

070.3

8.4

065.7

070.907 2.0

065.6 065.5

070.2

063.45

064.0

4.0

063.9

068.45

2.8

065.4

0.4

1.2

064.6

063.1

070.15

.05

.45 068.36

064.9

7.9

063.0

067.6

063.8

064.4

069.8

067.8

1.7

069.7

066.2

3.0

9-A

073.0

064.5

065.0

065.1

8.3

073.0-A

064.3

062.75

073.3

068.65070.5

065.45

066.7

073.7

1.1

065.85

070.0

064.8

4.5

065.55

062.65

070.1

073.6

065.65

3.3

-B

2.9

073.5

064.1

067.0

074.4-A

073.3-A

064.7

068.2

068.1

8.6

6.6

4.4

068.65-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 41

Riv er

Mi le

.7 to

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

Franklin County

Saint Louis County

Saint Charles County

062.9

065.2

054.0

065.2

062.6

054.0

061.5062.9 062.9

4.0061.5

065.2

062.9

059.0

054.0

065.8 065.8

054.0

061.5

059.0

065.8

059.0

054.0

062.9 054.0

065.2 065.2

059.0

059.0 059.0

065.2

062.6

061.5

065.2

061.5

065.2

061.2

062.0-A

9.2

3.2

3.6

.1-

059.05

053.1

063.45

064.0

1.706 3.9

059.15

059.6

1.9

064.6

054.1

059.2

3.0

059.4

060.8

060.2

6.2

3.8

6.0

064.4

5.3

053.95

062.0 059 .1

1.8

.3 053.0

5.9

4.3

062.75

8.1

062.55

7.4

6.6

8.9

2.506

3.1

1.4

055.0

2.8

054.3

8.5

062.65

053.6

7.4

-B

053.2

0.6

061.6

4.1

063.5-A063.5

058.1-A

056.6-A

053.9

052.9

061.5-A

062.5-A

057.4-A

053.3

055.1-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 42

Riv er

Mi le

.5 to

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

Franklin County

Saint Louis County

Saint Charles County

045.9

050.8

045.9

052.95

051.8

044.13

044.13 044.13

050.56

049.6

045.9 054.0

050.8

049.6

052.95

051.8 051.8

052.95

045.9

049.6

049.6 049.6

5.8

051.5

052.5

044.5

5.4

046.65

1.1

045.25

053.1

051.85

045.15

0.7

052.2

051.9

052.4

046.6

052.9

052.0

4.0

5.1

045.13

8.1

5.3

049.53

3.7

049.49

046.0 043.6

044.3

051.2

.55-A

3.5

3.9

0.5

5-C

049.51

.9-

5.3

050.6

.55

044.41

4.1

3.0

7.9

9.4

.75

0.9

044.1

051.1

043.8

050.3

7.0

052.3

.65

046.7

7.2

049.3

8.3

5.8

3.2

052.6

.17

0.5

7.9

048.1-A

5.2

049.5

043.2

4.2

047.9-A

043.4

0.8

051.3

053.3

043.8-A

045.91

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 43

Riv er

Mi le

.1 to

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

Saint Louis County

Saint Charles County

042.9-A

5. 1

042.9-A

044.13

042.9-A

037.25

044.13

042.9-A

041.8

037.25

6.6

040.6-A

041.8

038.5

035.1

037.25

035.1

038.5

041.8

031.6

044.13 044.13

.25

041.8 040.6-A

044.13 032.8-A

038.5

035.1

038.5

037.25

039.0

041.1 035.1

039.0

040.65

034.6

0.7

036.4

033.3033.4

036.15

032.1

039.0

0.9

034.2

036.7

7.6

2.1

040.6

042.25

043.7

3.6

043.1

6.8 03 6.6

043.3

043.5

034.5

034.7

043.9

.6-

6.9

041.0

039.6

036.51

033.5

033.9

035.9

037.35

033.7033.8

034.91

2.5

9.3

041.4

035.0

7.0

039.33

.48

.05

040.2

042.1

034.25

035.3

039.4

8.4

041.7

7.3

035.89

032.6

042.9

040.8

8.1

.49

035.85

7.4

042.15

035.4

034.4

032.7

8.0

1.3

7.4

.78

034.69

.68

7.6

3-B

042.35

034.1

2.1

5-B

039.2

032.4

039.37

034.8

032.35

034.3

9.8

040.4

042.45

.85

0.8

9.1

036.0

7.7

037.6-A

035.2

037.7-A

7.6

042.15-A

036.1

037.05

043.8-A

7.6

037.63-A

037.2

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 44

Riv er

Mi le

.7 to

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

Saint Louis County

Saint Charles County

027.1027.1

027.1

021.5 027.1

023.21

027.1

031.6

027.1

028.1-A

032.8-A

028.1-A

027.1

028.1-A

021.5

026.8

032.8-A

023.21

028.1-A

024.1

032.8-A

026.8

024.1

032.8-A

027.1

4.602

4.7

028.3

026.2

028.61

2.1 030.81

025.6

025.9

022.7

027.69

026.05

028.4

4.4

028.6

029.2

2.1

026.5

025.81 02 5.4

4.7

1.0

4.2

029.3

028.8

027.2027.5

027.6

026.1

2.0

025.0

028.2

.85

027.81

022.4

022.15

1.2

022.0

030.45

022.85

029.9

023.7

023.4

024.0

025.95 025.8

024.5

029.6

023.6

023.1

028.9

029.0

.4-

B 030.3

2.4

1.1

022.71

2.3

022.8

028.15

030.5

028.1

7.7

029.8

0.7 03

0.6

4.5

026.75

1.0

1.8

.9-A

022.4-A

025.4-A

1.6

4.8

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 45

Riv er

Mi le

.3 to

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

Jersey County

Saint Louis County

Saint Charles County

010.65-A

021.5

0. 7

023.21

1.4

017.5

3.6

017.5

.65

017.5

010.7

021.5

3.0

019.11

017.5

014.6

021.5

0.6

5-A

013.0

014.6

021.5 014.6

013.65

010.8

009.9

9.3

009.1

012.6

010.2

012.801 9.5

009.5

022.1

0.1

022.5

.05

0.5

016.95

0.0

022.15

.39

011.2

021.9

017.97

009.99

021.65

018.0

2.7

011.75

022.3

3.0

013.2

010.95

013.6-B

011.35

010.91

018.3-B

011.27

018.3

009.2

013.6-A

0.7

015.1

021.7

4.0

009.91

013.79

013.6

012.5

016.92

013.9

010.65 010.75

3.8

8.7

013.7

021.85

017.05-C

017.95

008.9

4.4

018.1

016.85

011.5

8.9

1.0

022.0

016.75

.21

017.72

020.2

018.55

012.15

012.75

018.14

013.15

7.0

5-B

017.6

5.0

009.6

011.3

017.1

011.7

0.6

010.9

012.1

009.85

0.4 019.5

017.9 unknown

018.8

019.3

010.5

010.0-B

018.4

.35

011.26

013.2-A

020.1

017.25

016.4

017.4

021.6

016.3016.5

4.2

013.2-B

5.5

014.5

010.0

017.0

017.6-A

016.8

013.5

012.5-A

018.3-A

0.0

-A

017.05-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 46

Riv er

Mi le

9.1 to

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

Madison County

Saint Louis County

Saint Louis City

Saint Charles County

007.0-A

001.0

007.0-A

005.4

001.0

001.0 001.0

001.0

007.0-A

008.19 008.19

001.0

007.0-A

008.19

5.4

000.35

008.19 008.19

1.0

010.7

008.19

007.0-A

5.4

008.19

007.0-A

001.0

0.3

0.2

9.5

008.0

8.3

008.6

001.9

008.5

6.2

6.700

6.9

000.41

007.0-F

000.0

000.43

000.9

008.7

008.21

006.200 7.9

001.3

006.1

8.2

003.0

002.7

007.0

.08

009.91

002.9

004.6

005.9

7.2

5 007.0-B 007.0-D

001.7

008.9

0.4

7.7

.4-B

004.1

004.26

007.8

005.7

007.89

008.35

002.8

008.8

002.75

0.1

007.0-E

008.55

.09

004.0

000.1

0.1

7.1

009.85

7.4

000.3-A

003.3

8.5

005.2

009.1

004.9

010.0-B

.07

0.6

005.5

0.0

009.2

005.2-A

000.05

004.3

004.9-A

004.5

005.5-A

.3-A

7.5

007.5-A

0.7

008.4

004.2

007.0-G

0.5

002.8-A 000.4-A

010.0-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 47

Riv er

Mi le

0 t o 9

.9 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 23, 2022.