Amendment 0002 35 41 00 Canon Levee Site Maps.pdf

PDF 8 MB Posted May 29, 2020

Attached to: Levee Rehab-Canon Drainage District, Missouri
Solicitation number: W912DQ20B1050
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

About this file

Written by GovTribe AI · Dec 27, 2023

This document contains site maps and drawings related to a federal construction contract opportunity for levee rehabilitation work for the Cannon Drainage District in Missouri. The U.S. Army Corps of Engineers, Kansas City District is seeking construction services including earthwork, borrow material hauling and placement, debris clearing, erosion and rutting repairs, levee surfacing and stone placement, drainage structure installation and rehabilitation, and turf establishment for compromised sections of the levee system. Services will address damages from 2019 flooding and involve bringing in fill from off-site borrow areas as well as repairing crown, riverside, and landside slopes through various methods shown in the design drawings.

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Other files

File	Type	Posted
C.04.01 W912DQ20B1050 Bid Abstract SF 1409.pdf	PDF	Jun 8, 2020
Canon Bidder Inquiry Responses 4JUN20.pdf	PDF	Jun 5, 2020
W912DQ20B10500002 Amendment 0002.pdf	PDF	May 29, 2020
Cannon Levee District Levee Rehab Site Visit Sign.pdf	PDF	May 18, 2020
W912DQ20B10500001 Amendment 0001.pdf	PDF	May 14, 2020
B.08.02 W912DQ20B1050 Cannon Spooled Solicitation.PDF	PDF	May 8, 2020

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Approximate Boundary Bob Brown

Conservation Area

Approximate Boundary McCormack (Jamerson C.)

Conservation Area

Lit t le

T a r ki o D i t ch 5 -M il e La n e D i tc h Inl et

Cannon Creek

Pintail Chute

Ringneck Roost

Snipe Slough

Sandpiper Flats

Iowa Point Pool

Eagle Aerie

Flat-Tail Marsh

Se rv ic e Ro a d

Liv e O ak Rd

Kimsey Cree k

Railroad

Highway 111

Ivy Rd

Highway 159

Ivy Rd

Forest City

Intermittent Crown & Embankment Erosion

Sta. 1+10 To 47+04

Intermittent Crown & Embankment Erosion Sta. 47+04 To 132+90

Multiple Breaches & Embankment Erosion Sta. 132+90 To 162+90

Landward Levee Setback Sta. 162+90 To 182+30

Multiple Breaches & Embankment Erosion Sta. 263+25 To 273+00

Landside Slope Erosion Sta. 356+80 To 438+70

Multiple Breaches & Embankment Erosion Sta. 438+70 To 450+15

Landward Levee Setback Sta. 450+15 To 458+40

Intermittent Crown & Embankment Erosion Sta. 273+00 To 285+25

Landward Levee Setback Grade Extension Embankment Erosion Sta. 182+30 To 187+15

0+00 = C/L Hwy

29+32

18" SP

47+04 L/S Ramp

68+48

24" SP

68+46 Pump Sta.

81+80

36" SP

96+82

36" CMP

122+65

24" SP

152+00

36" CMP

170+20

12" CMP

183+50

18" CMP

187+15

206+20 O/H Utility

218+85 - Co Rd

263+25

289+85 L/S Ramp

362+80 Int. Levee

Iowa Point Pool 437+95

MDC Pump House

25+29 Pump Sta.

25+45

24" SP

183+55 16" Pump Sta.

221+10 - Gate

81+80 Pump Sta.

482Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map S-1

Destroyed (Lost) Sod Cover Riverside & Landside Slopes

Sta. 187+15 to 263+25 Sta. 285+25 to 356+80

Riverside Slope Sta. 356+80 to 438+70

Ivy Rd

Sta. 1+10

Sta. 25+45

24" SP

Sta 29+32

18" SP

Sta. 47+04 L/S Ramp

Lit tle

Tar kio

Ditch /5-

Mile Lan e Ditc h

Highway 159

Sta. 29+56 L/S Ramp

Borrow Area Consult Specifications

(Approx. 2.7 AC)

Scale

Intermittent Crown & Embankment Erosion

Sta. 1+10 To 47+04

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-1

0 690 1,380345 Feet

Sta. 47+04 L/S Ramp

Sta.68+46 Pump Sta.

Sta.81+80 Pump Sta.

Sta. 96+82

36" CMP

Sta. 117+10

Intermittent Crown & Landside Slope Erosion

Sta. 47+04 To 133+35Borrow Areas Consult

Specifications

Ivy Ro a d

Li t t le

Ta r ki o D it c h/ 5

- M il e L a n e D i t ch

Scale

*Note:

Cumulative Area

Of Displayed 3 Borrow Areas Approx. 17.8 AC

Borrow Haul Route (Ivy Road)

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-2 Amendment 001

0 975 1,950487.5 Feet g5edgfnp Polygon

Sta. 132+90

Sta. 152+00

36" CMP

Sta. 162+90

Sta. 117+10

Multiple Breaches Embankment Erosion Sta. 132+90 To 162+90

*Borrow Areas Consult Specifications

*Note:

Cumulative Area

Of 2 Displayed Borrow Areas Approx. 3.7 AC

Scale

Borrow Haul Route (Ivy Road)

Sta. 122+65

24" SP

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-3 Amendment 001

0 575 1,150287.5 Feet g5edgfnp Polygon

Sta. 187+15

Sta. 162+90

Sta. 0+00

Sta. 168+50

Sta. 178+40

Sta. 182+30

Sta. 22+50

Sta. 183+50

18" CMP

Sta. 182+30 To 187+15 Embankment Repair

Consult Specifications

Gravel Surfacing & Ditch Excavation

Required Consult Specifications &

See Drawing C-1

Random Borrow Consult Specifications

(Approx. 24.0 AC)

Sta. 162+90 To 182+30 Landward Levee Setback

Impervious Borrow Consult Specifications

(Approx. 13.0 AC)

ScaleImpervious Borrow Consult Specifications

(Approx. 3.0 AC)

Sta. 162+00 Hub E. 100.0

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-4

0 470 940235 Feet

Sta. 187+15

Scale

Impervious Borrow Consult Specifications

(Approx. 11.0 AC) Ivy

R o ad

Sta. 218+85 County Road 290

Lit tle

Ta rki oD itc h/5 Mi le La ne Di tc h

Maximum 1' Cut 1' V. On 3' H.

Slope Positive Drainage

Into Little Tarkio Ditch 5-Mile Lane Ditch

Through High Bank Line

* Consult Specifications

Lit tle

Ta rki o D itc h 5-M ile La ne D itc h

Existing Levee

Borrow Excavation

BORROW SECTION

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-5

0 470 940235 Feet

L it tle

T a rk i o D it c h /5 -M i le L a n e D i tc h

Sta. 263+25

Sta. 285+25 L/S Ramp

Maximum Depth Locations 3'

Borrow Area Consult Specifications

(Approx. 7.0 AC)

Sta. 273+00

Existing Man Holes

MDC Service Road

Scale

Sta. 273+00 To 285+25 Intermittent Crown & Embankment Erosion

Sta. 263+25 To 273+00 Multiple Breaches

Embankment Erosion

Borrow Haul Route

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-6

0 610 1,220305 Feet

Pintail Chute

Iowa Point Pool

Sta. 356+80

Sta. 438+70Sta. 356+80 To 438+70 Landside Slope Erosion

Borrow Area Consult Specifications

(Approx. 6.0 AC)

Scale

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-7

. 0 1,400 2,800700 Feet

Sta. 438+70

Sta. 450+15

Sta. 0+00

Sta. 458+40

Sta. 8+25

Sta. 438+70 To 450+15 Multiple Breaches

Embankment Erosion

Construct 1' V. On 6' H.

Ramp

Borrow Area Consult Specifications

(Approx. 12.0 AC)

Borrow Area Consult Specifications

(Approx. 4.0 AC)

Construct A 1' V. On 6' H.

Access Ramp

Maximum 3' Depth Locations

MDC

Pump House

Sta. 450+15 To 458+40 Landward Levee Setback

Sta. 454+90

Scale

Sta. 455+20

Sta. 459+00 Hub E. 100.0

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Cannon Drainage District of Holt County, MO Site Map B-8

0 450 900225 Feet

C/LLandside 6' 6'

1' V. on 1' H.

20'

Sand Lens Cut-Off Excavate Sand Deposition Materials And Backfill With

Impervious Materials

Sand Deposition Materials Depths Vary 6" To 24"

Design Grade Line E. 100.0

3' Impervious Layer (From Design Line)(From Design Line)

2' Impervious Layer

Shrinkage Line (5% Overbuild)

Random Borrow

Design Grade Lines 1' V. On 3' H.

Side Slopes

Ditch Slopes 1' V. On 3' H.

Available Random Borrow 16' Gravel S.

4' Ditch Excavation

Consult Specifications Roadway Berm

Excavate Sand Deposition Materials And Backfill With

Impervious Materials

Riverside

E. 92.7

Natural Ground Line

Drawing Not To Scale

TYPICAL REPAIR SECTION

Landside Roadway Berm/Riverside Berm

Landward Levee Seback Station 162+90 To 182+30

NOTE:

Landside Roadway Berm

Required At Setback Station 0+00 To 22+50

Riverside Berm Required At Approximate Setback Station

8+75 To 10+60

C/L

20'

Ditch Slopes 1' V. On 3' H.

Ditch Excavation Consult Specifications

Natural Ground Line

Random Borrow

16' Gravel S.

2' Impervious Layer (From Design Line)

3' Impervious Layer (From Design Line)

20'

Shrinkage Line (5% Overbuild) Design Grade Line E. 100.0

E. 92.7

Roadway Berm Impervious Materials

6'6'

Landside Riverside

1% Slope

E. 90.0

1' V. On 3' H.

TYPICAL REPAIR SECTION

Sands Lens Cut-Off

Landward Levee Setback Station 162+90 To 182+30

NOTE:

Sand Lens Cut-Off

Required From Approximate Setback Stations

1+00 To 6+50 And

15+00 To 19+00

Drawing Not To Scale

GENERAL NOTES:

1. 36" SSP Installation Required Within Setback Reach

2. 16' Wide Gravel Surfacing To Be Applied On Landside Roadway Berm Crest

GENERAL NOTES:

1. 36" SSP Installation Required Within Setback Reach

2. 16' Wide Gravel Surfacing To Be Applied On Landside Roadway Berm Crest

Cannon Drainage District of Holt County, MO Drawing C-1

C/L

6' 6'

Repair/Restore To 1' V. On 3' H.

Intact Levee

*Based From Hub E. 100.0 At Sta. 162+00

*E. 100.0

1' V. On 3' H.

Added & Extended Fill Placement

Landside Riverside

Natural Ground Contour

TYPICAL REPAIR SECTION

Station 182+30 tO 187+15

Drawing Not To Scale

Cannon Drainage District of Holt County, MO Drawing C-2

C/L

5' 5'

1' V. On 3' H. 1' V. On 3' H. 20'20' 1% Slope 1% Slope

1' V. On 3' H. 1' V. On 3' H.

TYPICAL REPAIR SECTION

Landward Levee Setback Station 450+15 To 458+40

Drawing Not To Scale

Gravel Surfacing On Crown Crest

Cannon Drainage District of Holt County, MO Drawing C-3

C/L Landward Setback Levee

1' V. on 3.5' H.

SSP Flow Line

Flap Gate F-25 Model

Medium Duty

20'

Riverside

1' V. on 1' H.

Drawings Not To Scale

Extend Fill 5' Beyond Either Side Of Installed

Drainage Structure See Section View "A"

Levee Fill

TYPICAL REPAIR SECTION - Pipe Installation

4' 5' 5'1' V. on 3' H.

1' V. on 3' H.

SECTION VIEW "A"

**36" SSP Within Reach Of Landward Levee Setback Station 162+90 To 182+30

Anti-Seep Collar*

* 36" Around Complete Pipe Circumference

**Consult COR For Exact Placement Location & Grade

Cannon Drainage District of Holt County, MO Drawing C-4

Drawing C-1

Drawing C-2

Drawing C-3

Drawing C-4

Site Map B-1

Site Map B-2

Site Map B-3

Site Map B-4

Site Map B-5

Site Map B-6

Site Map B-7

Site Map B-8

Site Map S-1

File details come from the government source that posted it. Updated May 30, 2020.