A.03.Drawings 24b0010.pdf

PDF 7 MB Posted Jul 29, 2024

Attached to: W912EE24B0010 - Calhoun County, MS, MDHP, RP-18-03, FC/MR&T, Yazoo River Basin, Yalobusha River Watershed
Solicitation number: W912EE24B0010
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Jul 29, 2024

This document contains drawings and details for a federal contract opportunity issued by the U.S. Army Corps of Engineers, Vicksburg District. The contract is for the construction of five riser pipe grade control structures in Calhoun County, Mississippi as part of the Yazoo River Basin, Yalobusha River Watershed Flood Control/Main Stem Restoration and Tributaries (FC/MR&T) project. The work includes clearing, excavation, fill, backfill, embankment, pipe and riser installation, erosion control, and environmental protection measures. The contract will be a Firm Fixed-Price Construction Contract set aside for Woman-Owned Small Businesses under NAICS code 237990. The bid opening date is August 27, 2024 at 2:00pm local time. The contract magnitude is estimated to be between $1-5 million.

View the file

Other files

File	Type	Posted
C.04.Bid Abstract 24B0010.pdf	PDF	Aug 28, 2024
B.08.W912EE24B0010 Amendment 0001.pdf	PDF	Aug 8, 2024
B.08.Solicitation W912EE24B0010.pdf	PDF	Jul 26, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G-001

C O

S H

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-24-B-0010

XXXXXX-XX-X-XXXX

JULY 2024

CALHOUN COUNTY, MS

MDHP, RP-18-03

FC/MR&T, YAZOO RIVER BASIN

YALOBUSHA RIVER WATERSHED

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

G-002

O D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

SCALE: 1"=20 MILES

MILES

0 20 40

PROJECT LOCATION

INDEX TO DRAWINGS

Sheet

Number Sheet Title

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 GENERAL SITE LOCATION MAP

G-403 GENERAL SITE LOCATION MAP

G-404 GENERAL SITE LOCATION MAP

G-405 AERIAL PHOTOGRAPH - SITE YRW-18-19

G-406 AERIAL PHOTOGRAPH - SITES YRW-18-20, YRW-18-21, YRW-18-22, AND

YRW-18-23

C-101 SITE PLAN - SITE YRW-18-19

C-102 SITE PLAN - SITE YRW-18-20

C-103 SITE PLAN - SITE YRW-18-21

C-104 SITE PLAN - SITE YRW-18-22

C-105 SITE PLAN - SITE YRW-18-23

C-201 CENTERLINE PROFILE ALONG CONDUIT - SITES YRW-18-19 AND

YRW-18-20

C-202 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-21

C-203 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-22

C-204 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-23

C-501 GENERAL SITE PLAN AND DETAILS

C-502 PIPE AND RISER DETAILS

C-503 MISCELLANEOUS PIPE AND RISER DETAILS

C-504 MISCELLANEOUS CONSTRUCTION DETAILS

C-505 STORM WATER POLLUTION PREVENTION PLAN DETAILS

SITE YRW-18-23

SITE YRW-18-21

SITE YRW-18-20

SITE YRW-18-22

SITE YRW-18-19

G-401

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=10000'

Feet 0 10000 20000

SITE YRW-18-19

SITE YRW-18-21

SITE YRW-18-22

SITE YRW-18-20

G-402

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=4000'

Feet 0 4000 8000

NOTES:

30' ROW COORDINATES

Lat.=N033° 50' 26.27" Long.=W089° 11' 01.15"

SITE YRW-18-19 COORDINATES

Lat.=N033° 50' 55.98" Long.=W089° 11' 11.89"

G-403

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=400'

0 400 800

SITE YRW-18-23 COORDINATES

Lat.=N033° 46' 31.76"

Long.=W089° 14' 06.31"

SITE YRW-18-21 COORDINATES

Lat.=N033° 46' 09.15" Long.=W089° 13' 43.32"

SITE YRW-18-22 COORDINATES

Lat.=N033° 46' 10.56" Long.=W089° 13' 23.82"

SITE YRW-18-20 COORDINATES

Lat.=N033° 45' 55.68" Long.=W089° 13' 19.04"

30' ROW COORDINATES

Lat.=N033° 45' 27.18"

Long.=W089° 13' 44.64"

30' ROW COORDINATES

Lat.=N033° 45' 42.87"

Long.=W089° 13' 17.41"

G-404

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=400'

SITE YRW-18-19

ROW LIMITS

30' ROW

ROW

N= 1582353.53

E= 876799.65

ROW

N= 1582309.25

E= 876764.68

ROW

N= 1582229.10

E= 876777.57

ROW

N= 1582162.08

E= 876834.45

ROW

N= 1582044.07 E= 877213.24

ROW

N= 1582096.69

E= 877007.40

ROW

N= 1582140.42 E= 877284.87

G-405

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 AERIAL PHOTOGRAPH - SITE YRW-18-19

SCALE: 1"=400'

SITE YRW-18-21

SITE YRW-18-22

SITE YRW-18-20

ROW LIMITS

30' ROW

ROW

N= 1555924.27

E= 861708.06

ROW

N= 1555593.50

E= 862457.93

ROW

N= 1555401.18

E= 862444.56

ROW

N= 1555381.82

E= 862078.78

ROW

N= 1555587.76

E= 861921.90

ROW

N= 1555746.19

E= 861624.42

ROW

N= 1553212.35 E= 864216.65

ROW

N= 1552999.33 E= 864271.08

ROW

N= 1552926.06 E= 864192.67

ROW

N= 1553066.23

E= 863958.69

ROW

N= 1553342.06

E= 863821.44

ROW

N= 1553405.29

E= 863878.49

ROW

N= 1553145.01 E= 865536.68

ROW

N= 1553646.18

E= 865647.14

ROW

N= 1553648.39 E= 865878.00

ROW

N= 1553145.01 E= 865980.73

ROW

N= 1552112.78 E= 866196.42

ROW

N= 1552118.31 E= 866076.62

ROW

N= 1551789.02 E= 866366.67

ROW

N= 1551682.37

E= 866194.52

ROW

N= 1551742.74

E= 866075.23

ROW

N= 1551914.27

E= 866024.39

G-406

-1 8-

, Y

R W

-1 8-

, A

N D

Y R

W -1

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 AERIAL PHOTOGRAPH - SITES YRW-18-20, YRW-18-21, YRW-18-22, AND YRW-18-23

SCALE: 1"=500'

0 500 1000

END OF

24" CONDUIT

N= 1582239.84 E= 876985.42

INV. EL.= 267.50

CENTER OF

36" RISER

N= 1582174.28 E= 876958.18

TOP EL.= 272.50

EMBANKMENT

N= 1582217.89

E= 876922.21

EL.= 277.50

EMBANKMENT

N= 1582180.46 E= 877012.36

EL.= 277.50

175' DIVERSION EMBANKMENT

152' DIVERSION EMBANKMENT

98' EMBANKMENT @ EL. 277.50

1V:3H

SLOPE TO DRAIN TO RISER

ROW

N= 1582229.10 E= 876777.57

ROW

N= 1582309.25 E= 876764.68

ROW

N= 1582353.53 E= 876799.65

ROW

N= 1582140.42

E= 877284.87

ROW

N= 1582043.67

E= 877214.20

ROW

N= 1582096.69

E= 877007.40

ROW

N= 1582162.08

E= 876834.45

S0 9°

4" E

S3 8°

'02

.43

N66°17'20"W

529.95'

S75°37'15"E 213.49'

S3 6°

'39

9.8

S69°17'20"E184.90'

S40°19'21"E

87.90'

IR YRW-18-19C

N= 1582216.51 E= 876882.99

EL.= 273.45

IR YRW-18-19B

N= 1582102.59

E= 877185.08

EL.= 274.15

LIMITS OF R-650 RIPRAP

LIMITS OF R-200 RIPRAP

ROW LIMITS

ROW

MIT

ROW

MIT

ROW LIMITS

ROW

LIMITS

ROW

LIMITS

R O

LIM

ITS

R O

LIM

ITS

ROW

MIT

ROW

MIT

30' ROW

WOODS

C/L CREEK

ROW LIMITS

WOODS

CULTIVATED FIELD

LIMITS OF R-200

RIPRAP EL. 270.50'

C-101

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SITE PLAN - SITE YRW-18-19

SCALE: 1"=25'

Feet 0 25 50

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES EAST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

N= 1551910.49 E= 866244.10

INV. EL.= 269.00

EMBANKMENT

N= 1551789.81 E= 866222.34

EL.= 290.50

EMBANKMENT

N= 1551925.16

E= 866141.62

EL.= 290.50

EMBANKMENT

N= 1551952.36 E= 866145.02

EL.= 290.50

CENTER OF

36" RISER

N= 1551855.68 E= 866152.20

TOP EL.= 285.50

185' EMBANKMENT @ EL. 290.50

1V:3H

LIMITS OF R-650 RIPRAP

LIMITS OF R-200 RIPRAP

SLOPE TO DRAIN TO RISER

CULTIVATED FIELD

117' DIVERSION EMBANKMENT

48' DIVERSION EMBANKMENT

ROW

N= 1551914.27

E= 866024.39

ROW

N= 1552118.31 E= 866076.62

ROW

N= 1552112.78

E= 866196.42

ROW

N= 1551789.02

E= 866366.67

ROW

N= 1551682.37

E= 866194.52

ROW

N= 1551742.74 E= 866075.23

N63°09'37"W

133.69'

S58°13'20"W202.50'

S27°44'15"E

365.80'

S87°21'20"E 119.92'

°2 1'

°3 0'

IR YRW-18-20C

N= 1551753.17

E= 866233.44

EL.= 287.13

IR YRW-18-20B

N= 1551956.32

E= 866142.37

EL.= 287.60

IR YRW-18-20C

N= 1552051.80

E= 866127.05

EL.= 286.52

30' ROW

ROW LIMITS

ROW

LIM

ITS

LIM

ITS

ROW LIMITS

ROW LIMITSROW LIMITS

ROW LIMITS

R O

LIM

ITS

R O

LIM

ITS

R O

W L

R O

W L

24" CMP AND CATCH BASIN

( TO BE REMOVED AND LEFT ON SITE

AS DIRECTED BY THE CONTRACTING OFFICER)

' R

O W 30

' R O

C/L CREEK

5 27 0 26

ROW LIMITS

LIMITS OF R-200

RIPRAP EL. 273.00'

C-102

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SITE PLAN - SITE YRW-18-20

SCALE: 1"=25'

Feet 0 25 50

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES EAST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

N= 1553158.69 E= 863939.83

INV. EL.= 263.00

CENTER OF

36" RISER

N= 1553179.50 E= 864049.37

TOP EL.= 282.00

EMBANKMENT

N= 1553074.03 E= 864087.62

EL.= 287.00EMBANKMENT

N= 1553111.29 E= 864035.35

EL.= 287.00

EMBANKMENT

N= 1553237.96 E= 864011.29

EL.= 287.00

EMBANKMENT

N= 1553278.84 E= 863970.26

EL.= 287.00

1V:3H

LIMITS OF R-650 RIPRAP

LIMITS OF R-200 RIPRAP

SLOPE TO DRAIN TO RISER

138' DIVERSION EMBANKMENT

124' DIVERSION EMBANKMENT

251' EMBANKMENT @ EL. 287.00

CULTIVATED FIELD

ROW

N= 1553342.06 E= 863821.44

ROW

N= 1553405.29 E= 863878.49

ROW

N= 1553212.35

E= 864216.65

ROW

N= 1552999.33

E= 864271.08

ROW

N= 1552926.06

E= 864192.67

ROW

N= 1553066.23

E= 863958.69

24" CMP (TO BE REMOVED AND LEFT ON

SITE AS DIRECTED BY THE CONTRACTING OFFICER)

IR YRW-21-B

N= 1553070.21 E= 864073.60

EL.= 284.54

IR YRW-21-A

N= 1553191.95

E= 864173.96

EL.= 283.97

IR YRW-21-C

N= 1553282.41 E= 863954.55

EL.= 284.08

C/L CREEK

S59°04'31"E272.75'

N46 °56

'36 "E

7.3

°2 0'

N60°17'36"W

389.34'

S42 °0

3'1 8"W85 .17

S26°27'19"E

308.09'

ROW LIMITS

ROW LI

MITS

R O

LIM

ITS

R O

LIM

ITS

ROW LIMITS

ROW

MITS

LIM

ITS

ROW

MITS

LIM

ITS

ROW LIMITS

ROW LI

MITS

ROW LIMITS

30' ROW

LIMITS OF R-200

RIPRAP 264.00'

C-103

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SITE PLAN - SITE YRW-18-21

SCALE: 1"=30'

Feet 0 30 60

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES EAST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-202.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

30" CONDUIT

N= 1553390.51 E= 865851.38

INV. EL.= 258.00

CENTER OF

42" RISER

N= 1553350.14 E= 865732.81

TOP EL.= 281.50

EMBANKMENT

N= 1553259.37

E= 865791.97

EL.= 286.50

EMBANKMENT

N= 1553458.01 E= 865723.83

EL.= 286.50

210' EMBANKMENT @ EL. 286.50

1V:3H

LIMITS OF R-650 RIPRAP

LIMITS OF R-200 RIPRAP

SLOPE TO DRAIN TO RISER

CULTIVATED FIELD

ROW

N= 1553646.18 E= 865647.14

ROW

N= 1553648.39

E= 865878.00

ROW

N= 1553145.01 E= 865536.68

ROW

N= 1553145.01 E= 865980.73

°2 5'

S1 1°

4" E

N89°27'07"E

230.87'

152' DIVERSION EMBANKMENT

96' DIVERSION EMBANKMENT

N90°00'00"W

444.04'

IR YRW-22-C

N= 1553543.45 E= 865742.11

EL.= 283.76

IR YRW-22-B

N= 1553291.77 E= 865817.22

EL.= 283.96

IR YRW-22-A

N= 1553224.56

E= 865857.46

EL.= 283.89

5270275280

EXISTING RIPRAP

(DO NOT DISTURB)

ROW LIMITS ROW LIMITS

R O

W L

R O

LIM

ITS

R O

W L

R O

LIM

ITS

' R

O W

' R

O W

C/L CREEK

1V:3H

C-104

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SITE PLAN - SITE YRW-18-22

SCALE: 1"=30'

Feet 0 30 60

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES EAST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-203.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

LIMITS OF R-650 RIPRAP

LIMITS OF R-200 RIPRAP

SLOPE TO DRAIN TO RISER

CULTIVATED FIELD

EMBANKMENT

N= 1555576.13

E= 862046.34

EL.= 282.00

EMBANKMENT

N= 1555542.39

E= 862088.81

EL.= 282.00

EMBANKMENT

N= 1555560.02 E= 862285.22

EL.= 282.00

END OF

30" CONDUIT

N= 1555649.59 E= 862164.19

INV. EL.= 253.00

CENTER OF

42" RISER

N= 1555523.35 E= 862175.57

TOP EL.= 277.00

426' DIVERSION EMBANKMENT

136' DIVERSION EMBANKMENT

251' EMBANKMENT @ EL. 282.00

ROW

N= 1555746.19 E= 861624.42

ROW

N= 1555924.27 E= 861708.06

ROW

N= 1555593.50

E= 862457.93

ROW

N= 1555401.18

E= 862444.56ROW

N= 1555381.82 E= 862078.78

ROW

N= 1555587.76 E= 861921.90

S2 5°

'31

N66°11'50"W

819.59'

°5 8'

N86°58'14"E

366.29'

S37°17'59"E

258.88'

S61°57'43"E337.04'

1V:3H

IR YRW-23-B

N= 1555494.76 E= 862280.79

EL.= 278.79

IR YRW-23-C

N= 1555563.24 E= 862294.56

EL.= 279.23

CULTIVATED FIELD

ROW LIMITS

ROW

LIMITS

ROW LIMITS

R O

W L

S R

O W

ROW LIMITS

ROW

LIMITS

ROW LIMITS

30' ROW

LIMITS OF R-200

RIPRAP EL. 259.00'

C-105

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 SITE PLAN - SITE YRW-18-23

SCALE: 1"=40'

Feet 0 40 80

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT

IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES EAST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-204.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

EXISTING GROUND

1V:3H

LIMITS OF EXCAVATION

TOP OF RISER

EL. 272.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 268.50'

36" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 277.50'

24" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 277.50'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV.

EL. 267.50'

ENGINEERING FABRIC

EL. 266.00'

C/L RISER C/L EMBANKMENT

EL. 267.00'

4.50' 15.00' 14.00' 34.50' 14.50'

4.00' 25.50' 40.00'

69.50'

EXISTING GROUND

LIMITS OF EXCAVATION

TOP OF RISER

EL. 285.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 270.00'

36" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 290.50'

24" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 290.50'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV. EL. 269.00'

ENGINEERING FABRIC

EL. 267.00'

C/L RISER C/L EMBANKMENT

EL. 268.50'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

1V:3H

4.50' 15.00' 14.00' 70.50' 30.00'

4.00' 58.50' 40.00'

102.50'

A1 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-20

SCLAE: 1"=10' C-201

G C

O N

D U

-1 8-

N D

Y R

W -1

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-19

SCALE: 1"=10'

0 10 20

1V:3H

LIMITS OF EXCAVATION

TOP OF RISER

EL. 282.00'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 264.00'

36" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 287.000'

24" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 287.00'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV.

EL. 263.00'

ENGINEERING FABRIC

EL. 261.00'

C/L RISER C/L EMBANKMENT

EL. 262.50'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

4.50' 15.00' 14.00' 78.00' 16.00'

4.00' 66.00' 40.00'

110.00'

C-202

G C

O N

D U

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-21

SCALE: 1"=10'

LIMITS OF EXCAVATION

TOP OF RISER

EL. 281.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 259.00'

42" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 286.50'

30" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 286.50'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV. EL. 258.00'

ENGINEERING FABRIC

EL. 256.00'

C/L RISER C/L EMBANKMENT

EL. 257.50'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-5021V:3H

4.75' 15.00' 14.00' 91.50' 56.00'

4.00' 79.50' 40.00'

123.50'

C-203

G C

O N

D U

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-22

LIMITS OF EXCAVATION

TOP OF RISER

EL. 277.00'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 254.00'

42" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 282.00'

30" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 282.00'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV. EL. 253.00'

ENGINEERING FABRIC

EL. 251.00'

C/L RISER C/L EMBANKMENT

EL. 252.50'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-5021V:3H

4.75' 15.00' 14.00' 93.00' 62.00'

4.00' 81.00' 40.00'

125.00'

C-204

G C

O N

D U

R W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-23

RIPRAP DETAILS

RISER FENCE

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

CONCRETE TOP SLAB

SEE DETAILS SHEET C-502

RISER

1V:3H

C /L

E M

CONDUIT

TOP BANK OF

EXISTING STREAM

OR EXCAVATION

LIMITS OF EROSION CONTROL MATTING

SEE DETAILS SHEET C-504

1V :3

H 1V

:3 H

LIMITS OF R-200 RIPRAP

NOTES:

1. ALL EXPOSED EXCAVATION, FILL, AND BACKFILL SLOPES, INCLUDING THE

PORTION OF THE FILL AND BACKFILL THAT RECEIVES LIME TREATMENT,

SHALL RECEIVE TOPSOIL, FERTILIZING, SEEDING, AND MULCHING. SLOPES

THAT RECEIVE RIPRAP SHALL NOT RECEIVE LIME TREATMENT, TOPSOIL,

FERTILIZING, SEEDING, AND MULCHING.

2. ALL INLET SLOPES FROM RISER TO EXISTING STREAM/GROUND SHALL

RECEIVE LIME TREATMENT AND VARY FROM SITE TO SITE.

EXAMPLE SITE PLAN SHOWING LIMITS OF LIME TREATMENT, TOPSOIL, AND EROSION CONTROL MATTING

SCALE: NONE

PROFILE

LIMITS OF RIPRAP

EL. SHOWN ON PROFILES

FILTER DRAINAGE RING

24" R200 RIPRAP

PIPE ANCHOR

ENGINEERING FABRICCONNECTING BAND

SEE DETAILS SHEET C-502

ENTIRE LENGTH OF CONDUIT

R650 RIPRAP

ENGINEERING FABRIC

TOE OF SLOPE

GROUT 12" DEEP CRADLE IN THE RIPRAP BENEATH CONDUIT

TO PROVIDE SMOOTH BEDDING SURFACE FOR THE CONDUIT

THALWEG

3' (MIN.)

ENGINEERING FABRIC

SEE PROFILES

ENGINEERING FABRIC

1V:1H

SEE PROFILES FOR EACH SITE

NOTE:

1. SEE SPECIFICATIONS SECTION 31 06 00.00 09 PARAGRAPH 2.1.4

FOR STRAPS AND ANCHORAGE MATERIAL USED TO ATTACH THE

ENGINEERING FABRIC TO THE CONDUIT.

SCALE: NONE

ANCHOR TRENCH DETAIL

12" (MIN.)OVERLAP

12"

ANCHOR TRENCH BACKFILL

ENGINEERING FABRIC

NOTE:

1. ANCHOR TRENCHES CAN BE USED AROUND THE PERIMETER OF THE

ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.

LIMITS OF R-650 RIPRAP

SCALE: NONE

SECTION

VARIES SEE SITE PLANS VARIES SEE SITE PLANS

FINISHED GRADE

ENGINEERING FABRIC

24" R200 RIPRAP

1V:1.5H

2' (MIN.) 2' (MIN.)

CONDUIT DIA.

1' 1' 1.

3' (MIN.)

ENGINEERING FABRIC

3' (MIN.)

ENGINEERING FABRIC

FILTER DRAINAGE RING

PERVIOUS FILL

12" GROUTED RIPRAP CRADLE

CONDUIT

LIMITS OF LIME TREATMENT AROUND

RISER TO A DEPTH OF 18"

LIMITS OF LIME TREATMENT OF EMBANKMENT TO A DEPTH OF 6"

SEE GROSS CONSTRUCTION GRADE DETAILS SHEET C-504

. C O

N D

IT 10

.0 0'

C-501

N D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

SCALE: NONE

CONCRETE TOP SLAB SINGLE RISER

ALTERNATE NO. 1

ALTERNATE NO. 2

CONNECTING BAND DETAILS

SCALE: NONE

ANGLE IRON CONNECTION DETAIL

SECTION A

2' 2'RISER DIA.

2' R

CONCRETE TOP SLAB

PIPE STUB CONDUIT

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

CONNECTING BAND

CAST IRON TANK LUG

9 CORRUGATIONS

PIPE END

CORRUGATED METAL BAND

WITH CLOSED CELL GASKET

NOTES:

1. THE CONNECTING BAND SHALL BE THE SAME

GAUGE AND DEPTH OF CORRUGATION AS

SPECIFIED FOR PIPE.

2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.

CONNECTING BAND

ROD BINDER

2" X 2" ANGLE IRON

SCALE: NONE

BAR AND STRAP CONNECTION DETAIL

SCALE: NONE

TANK LUG DETAIL

TANK LUGS (2 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

6" L

MASTIC SEAL (TYP.)

ARC WELD ANGLE IRON

TO BAND (TYP.)

ANGLE IRON

12 GAUGE GALVANIZED BAND

O-RING GASKETS

TANK LUGS (6 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

ROD BINDER

C-502

BAR AND STRAP

SEE ANGLE IRON CONNECTION DETAIL

FOR ALTERNATE CONNECTION

TANK LUGS (2 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

ARC WELD STRAP TO BAND

12 GAUGE GALVANIZED

FORMED BAND

GALVANIZED FORGED

STEEL BAR

LOCK WASHERS

NUTS

NOTE:

THESE BANDS MAY BE USED ON CONDUITS

HAVING A DIAMETER OF 30" OR LESS.

REROLLED ANNULAR PIPE END

CONTINUOUS CORRUGATION AROUND

BAND MESHES WITH SECOND ANNULAR

CORRUGATION IN PIPE ENDS

CONTINUOUS CORRUGATION AROUND

BAND MESHES WITH SECOND ANNULAR

CORRUGATION IN PIPE ENDS

CORRUGATED BAND CONNECTION DETAIL

7/16" GALVANIZED ROD BINDER

1/2" X 1-3/4" COUPLING NUT

1/2" WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLTS

A C-502

SCALE: NONE

FLANGE DETAIL

MATCHED MATING SURFACE

ROLLED ANGLE FLANGE

2"X2"X3/16" OR 2 1/2"X2 1/2"X3/16"

COMMERCIALLY AVAILABLE SILICONE ADHESIVE SEALANT

TO BE PLACED BETWEEN MATING SURFACES

FLANGE BOLTS

DIAMETER

BOLT

30"

36"

42"

48"

54"

60"

RISER

QUANTITY

66"

72"

78"

84"

RISER

FLANGES TO BE BUTT WELDED OR

PLACED OUTSIDE CMP AND WELDED

WATER TIGHT

3/8"-16 X 1 1/2" HEX BOLT WITH NUT,

FLAT WASHER, AND LOCK WASHER

GRADE 5 GALVANIZED, TYP.

SEE FLANGE BOLTS TABLE FOR BOLT QUANTITY

BOLT HOLES TO BE EVENLY SPACED

SCALE: NONE

CONCRETE TOP SLAB REINFORCEMENT

NOTE: 3" MINIMUM CLEARANCE FOR #5 REBAR IN CONCRETE TO THE RISER PIPE.

NOTE: BAND LAPS MUST BE A MINIMUM OF 6" IN WIDTH.

1.5" (MIN.) CLEARANCE

3" (MIN.) CLEARANCE

3" (M

C E

3" (M

C E

#5 @ 12" O.C. EACH WAY

CONCRETE TOP SLAB

C E

SCALE: NONE

RISER DETAIL

RISER DIA. + 4'

SHOP WELD

NON-REINFORCED CONCRETE RISER FOUNDATION

PIPE STUB CONDUIT

CONNECTING BAND

6" TOPSOIL

18" LIME TREATED

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

RISER DETAIL NOTES:

1. TREAT CORRUGATED METAL PIPE WITH

BITUMINOUS PAINT PRIOR TO PLACING OF

CONCRETE.

2. TREAT ALL WELDS ON CORRUGATED METAL PIPE

IN ACCORDANCE WITH THE SPECIFICATIONS.

3. ANGLE OF 4' PIPE STUB AT RISER SHALL MATCH

FALL ANGLE OF MAIN CONDUIT.

4. SEE INDIVIDUAL SITE PLANS FOR RISER AND

CONDUIT DIAMETERS.

5. 12" X 8" CONCRETE KEYWAY REQUIRED AROUND

THE PERIMETER OF CONCRETE TOP SLAB.

1' 1'

1' 8'

TWO PIECE RISER WITH FLANGES WHERE REQUIRED

SEE FLANGE DETAIL SHEET C-502

REINFORCED

CONCRETE TOP SLAB

C-502

A N

D R

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

FLAT, 6" WIDE, 12 GAUGE METAL BAND

SEE BAND LENGTH TABLE SHEET C-503

CONTINUOUS WELD

3/8" THICK, 6" WIDE

3-1/2" X 3-1/2" ANGLE IRON

3/4" STOP NUTS

3/4" X 7' ANCHOR ROD

SCALE: NONE

SCALE: NONE SCALE: NONE

SCALE: NONE

DETAIL A

CONDUIT

DIAMETER

BAND

LENGTH

24" 4'-0"

30" 4'-6"

36" 5'-3"

42" 6'-9"

48" 8'-3"

54" 9'-3"

60" 10'-3"

FLAT, 6" WIDE, 12 GAUGE METAL BAND

SEE BAND LENGTH TABLE SHEET C-503

SEE DETAIL A

RIPRAP

GROUTED RIPRAP CRADLE

3/4" X 7' ANCHOR ROD

28.5" MIN. LENGTH, DOUBLE 8" HELIX ANCHOR

ASSEMBLE WITH 1-1/2" SQUARE HUB TAPPED

FOR 3/4" ANCHOR ROD

8" HELIX

6' (M

(TYP.)

60°

PIPE ANCHOR DETAILS

SECTION B SECTION C

ELEVATION

ISOMETRIC

ANTI-VORTEX BAFFLE DETAILS

PIPE ANCHOR NOTES:

1. PIPE ANCHOR(S) ARE REQUIRED ONLY AT SITES WHERE

RIPRAP IS USED. SEE INDIVIDUAL SITE PLANS FOR

LOCATIONS WHERE PIPE ANCHORS ARE REQUIRED.

2. PIPE ANCHORS TO BE STAGGERED 2' (MIN.) FOR

MULTIPLE CONDUIT STRUCTURES.

WELD (TYP.)

(TYP.)

CMP RISER

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (8 REQUIRED)

RISER DIA. + 2"

BAFFLE WIDTH

6" 6"

B C-503

C C-503

RISER DIA.

SEE SITE PLANS

G H

O N

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (8 REQUIRED)

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (4 REQUIRED)

BOTTOM OF ANGLE IRON

DIAMETER

FIN

HEIGHT

30" 3'-0"

36" 3'-0"

42" 3'-6"

48" 3'-6"

54" 3'-6"

60" 4'-0"

66" 4'-0"

3/16" THICK, 2" X 12" METAL STRAPS WITH 90° TWIST

WELDED TO CORRUGATED METAL AT ALL POINTS OF CONTACT

(4 REQUIRED)

RISER

1'-6"

1'-9"

2'-0"

HEIGHT

72" 4'-0"

78" 4'-6"

84" 4'-6"

2'-0"

2'-3"

ANGLE IRON

G H

SEE FIN HEIGHT TABLE SHEET C-503

SEE ANGLE IRON HEIGHT TABLE SHEET C-503

WELD (TYP.)

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (4 REQUIRED)CONTINUOUS WELD EACH SIDE

CONTINUOUS WELD EACH SIDE

CMP RISER

CORRUGATED METAL

ANTI-VORTEX BAFFLE (14 GAUGE)

1/4" THICK, 1" WIDE FLAT METAL BAR

WELDED TO ANGLE IRON (4 REQUIRED)

1/4" THICK, 1" WIDE FLAT METAL BAR

WELDED TO ANGLE IRON (4 REQUIRED)

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (8 REQUIRED)

1/4" THICK, 1" X 1" ANGLE IRON WELDED TO

CORRUGATED METAL AT ALL POINTS OF

CONTACT (4 REQUIRED)

METAL STRAPS ATTACH TO RISER

WITH 5/8" GALVANIZED HEX BOLTS

WITH NUTS AND LOCK WASHERS

(4 REQUIRED)

ANTI-VORTEX BAFFLE NOTE:

ANTI-VORTEX BAFFLE AND ALL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

SCALE: NONE

RISER FENCE DETAIL

1' 2'

4' 2'

2' 1'

4" X 4" TOP BRACE

NOTCH 1" (MAX.) INTO CORNER AND

INTERMEDIATE POST (IF REQUIRED)

RISER

POST

BARBED WIRE

6" TOPSOIL

18" LIME TREATED

CONCRETE TOP SLAB

SEE SLAB DETAILS SHEET C-502

NOTE:

ANTI-VORTEX BAFFLE NOT SHOWN

SEE DETAILS SHEET C-503

3" 6"

RISER FENCE NOTES:

1. FENCE POSTS SHALL BE 4" X 4", 6' LONG STANDARD PRESSURE TREATED, IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. POST SHALL BE SET 2' BELOW GROUND ELEVATION AND 1' OUTSIDE

THE EDGE OF THE CONCRETE PAD.

2. MAXIMUM SPACING BETWEEN FENCE POSTS SHALL BE 10'. INTERMEDIATE POSTS, WHERE REQUIRED, SHALL BE EVENLY SPACED BETWEEN CORNER POSTS.

3. FENCING SHALL CONSIST OF 3 STRANDS OF BARBED WIRE PLACED 1'-3" APART WITH TOP STRAND

PLACED 3" BELOW TOP OF POSTS.

4. BARBED WIRE SHALL BE DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE WITH 14 GAUGE, 4 POINT ROUND BARBS, SPACED 5" ON CENTER. THE BARBED WIRE SHALL BE GALVANIZED IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS.

5. FENCE TOP BRACE SHALL BE 4" X 4" STANDARD PRESSURE TREATED IN ACCORDANCE WITH THE

CONTRACT SPECIFICATIONS. ALL FASTENING HARDWARE SHALL BE GALVANIZED.

6. WHEN RIPRAP IS PRESENT AROUND THE INLET THE FENCE POSTS SHALL BE PLACED AT A DEPTH OF 2' BELOW THE RIPRAP.

C-503

N D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

AutoCAD SHX Text

AutoCAD SHX Text x

SCALE: NONE

DIVERSION EMBANKMENT DETAIL

6' (MIN.)

2' (MIN.)

2' (M

SEEDED THEN COMPACTED SOIL

PROFILE

END OF ROLL TREATMENT

EROSION CONTROL MATTING DETAILS

25' (MAX.) 25' (MAX.)

RIPRAP WHERE REQUIRED

WHERE RIPRAP IS NOT REQUIRED

EXTEND EROSION CONTROL MATTING

TO TOE OF SLOPE

TRAVERSE TERMINAL TRENCH

12" DEEP

TRAVERSE TERMINAL TRENCH

12" DEEP

TRAVERSE CHECK SLOT TRENCH

12" DEEP, 25' MAX INTERVALS

6" (MIN.)

OVERLAP

TRAVERSE TRENCH6"

ANCHOR SEE NOTE 1

EROSION CONTROL MATTING NOTES:

1. ANCHOR EROSION CONTROL MATTING AT 3' ON CENTER IN ALL TRENCHES

AND END OF ROLL. ANCHORS SHALL COMPLY WITH MANUFACTURER'S

RECOMMENDATIONS.

2. MATTING TO BE 10' (MIN.) WIDE WITH 5' (MIN.) ON EITHER SIDE OF SLOPE

INTERSECTION.

3. ALL TRAVERSE TRENCHES TO 12" DEEP X 6" WIDE.

4. BACKFILL ALL TRENCHES WITH PERVIOUS MATERIAL.

CONDUIT

EMBANKMENT

RISER

LOCAL FIELD ELEV.

1V:3H

SLOPE TO DRAIN

LIME TREATED

SEE PLAN VIEW

1V:3H

25'

IMPERVIOUS UPSTREAM BLANKET

3' TYP.

(2' MIN. HEIGHT)

PROFILE PLAN VIEW

INTERSECTION WITH

CHANNEL SIDE SLOPE

IMPERVIOUS UPSTREAM BLANKET

TOP BANK

1V:3H

EXCAVATION BLADE WIDTH

(1.5' MIN.)

IMPERVIOUS UPSTREAM BLANKET NOTES:

1. SURFACE OF THE 3' X 25' FILL BERM WILL BE LIME TREATED TO A DEPTH OF 6".

2. TOE BERM WILL BE TIED INTO EACH BANK AT A DISTANCE OF 5', LIME TREATED,

AND COMPACTED.

TOE BERM

PROFILE

SECTION

GROSS CONSTRUCTION GRADE DETAILS

IMPERVIOUS UPSTREAM BLANKET DETAILS

RISER

CONDUIT

C/L EMBANKMENT

NET (DESIGN) GRADE

GROSS CONSTRUCTION GRADE

TAPER

CONDUIT

EXISTING GROUND

CONDUIT EXCAVATION

6" TOPSOIL

6" LIME TREATED 12

NET (DESIGN) GRADE AS

SHOWN ON THE SITE PLANS

USE GROSS CONSTRUCTION

GRADE BETWEEN LIMITS OF

CONDUIT PIPE EXCAVATION

10'

TAPER

10'

TAPER

GROSS CONSTRUCTION

GRADE

6" TOPSOIL

LIMITS OF LIME TREATMENTLIMITS OF LIME TREATMENT

TAPER

ENGINEERING FABRIC WHERE REQUIRED

C-504

S C

O N

U C

N D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

(1 2"

O R

FLOW

NOTES:

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE

SEDIMENT WHEN NECESSARY.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL

NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY

STABILIZED.

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

4. SILT SCREEN FENCE SHALL BE PLACED ALONG TOP BANK OF CREEK PRIOR TO

CLEARING AND GRUBBING AND REMAIN IN PLACE UNTIL PERMANENT STABILIZATION

PRACTICES ARE STARTED.

5. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN

THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL

CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED

TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO

DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL

PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION

PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

6. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL

OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.

7. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100'

UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN

APPROVED BY THE CONTRACTING OFFICER.

8. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A

MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE

A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED

WHEN NO LONGER NEEDED.

9. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.

10. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.

11. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING

AROUND THE WATER'S EDGE.

SCALE: NONE

PLAN

SILT SCREEN FENCE IN DRAINAGE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

A A B

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

9" (MAX. RECOMMENDED)

STORAGE HEIGHT

3' (M

2' (M

4" X 4" TRENCH

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

AND BACKFILL WITH COMPACTED MATERIAL

RUNOFF

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

STEEL OR WOOD POST

10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE

6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE

FLOW

SEEDED THEN COMPACTED SOIL

2' (MIN.)

6' (MIN.)

FLOW

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NONE

CONSTRUCTION ENTRANCE AND EXIT DETAIL

HARD SURFACE PUBLIC ROAD

COARSE AGGREGATE

50' (MIN.) LENGTH

AS REQUIRED WIDTH

6" (M

STEEL OR WOOD POST

(5' MIN. LENGTH)

FILTER FABRIC

ATTACH SECURELY TO UPSTREAM SIDE OF POST

(SILT FENCE 16" MIN. ABOVE GROUND AND 34"

MAX. ABOVE GROUND)

WATTLE (12" OR 24") TO BE

PLACED IN "U" SHAPE

WOOD STAKE AT TOE OF

SLOPE, BOTH SIDES

FLOW

SCALE: NONE

SCALE: NONE SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

EXISTING GROUND

WATTLE

DITCH BOTTOM

DITCH CHECK PLAN

DITCH ELEVATION

ELEVATION

SEE DITCH ELEVATION

FOR HEIGHT OF WATTLE ENDS

WOOD STAKE

(DO NOT ANCHOR THROUGH NETTING)

LASH STAKES TOGETHER WITH

EITHER BALING TWINE OR

ALUMINUM WIRE

C-505

R M

O N

N D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

A R

/M R

&T , Y

O R

D H

P, R

P-

-0

H O

U N

C O

U N

, M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

G-001 COVER SHEET

Sheets and Views

G-001 COVER SHEET

Sheet 1

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

Sheets and Views

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

Sheet 1

G-401 GENERAL SITE LOCATION MAP

Sheets and Views

G-401 GENERAL SITE LOCATION MAP

Sheet 1

G-402 GENERAL SITE LOCATION MAP

Sheets and Views

G-402 GENERAL SITE LOCATION MAP

Sheet 1

G-403 GENERAL SITE LOCATION MAP

Sheets and Views

G-403 GENERAL SITE LOCATION MAP

Sheet 1

G-404 GENERAL SITE LOCATION MAP

Sheets and Views

G-404 GENERAL SITE LOCATION MAP

Sheet 1

G-405 AERIAL PHOTOGRAPH - SITE YRW-18-19

Sheets and Views

G-405 AERIAL PHOTOGRAPH - SITE YRW-18-19

Sheet 1

G-406 AERIAL PHOTOGRAPH - SITES YRW-18-20 21 22 AND 23

Sheets and Views

G-406 AERIAL PHOTOGRAPH - SITES YRW-18-20 21 22 AND 23

Sheet 1

C-101 SITE PLAN - SITE YRW-18-19

Sheets and Views

C-101 SITE PLAN - SITE YRW-18-19

Sheet 1

C-102 SITE PLAN - SITE YRW-18-20

Sheets and Views

C-102 SITE PLAN - SITE YRW-18-20

Sheet 1

C-103 SITE PLAN - SITE YRW-18-21

Sheets and Views

C-103 SITE PLAN - SITE YRW-18-21

Sheet 1

C-104 SITE PLAN - SITE YRW-18-22

Sheets and Views

C-104 SITE PLAN - SITE YRW-18-22

Sheet 1

C-105 SITE PLAN - SITE YRW-18-23

Sheets and Views

C-105 SITE PLAN - SITE YRW-18-23

Sheet 1

C-201 CENTERLINE PROFILE ALONG CONDUIT - YRW-18-19 AND YRW-18-20

Sheets and Views

C-201 CENTERLINE PROFILE ALONG CONDUIT - YRW-18-19 AND YRW-18-20

Sheet 1

C-202 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-21

Sheets and Views

C-202 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-21

Sheet 1

C-203 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-22

Sheets and Views

C-203 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-22

Sheet 1

C-204 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-23

Sheets and Views

C-204 CENTERLINE PROFILE ALONG CONDUIT - SITE YRW-18-23

Sheet 1

C-501 GENERAL SITE PLAN AND DETAILS

Sheets and Views

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 29, 2024.