02_2023_Cedar-Point_FinalPlans_ForSolicitation(s).pdf

PDF 16 MB Posted Aug 10, 2023

Attached to: CEDAR POINT DIKES CONSTRUCTION/MAINTENANCE IN THE MISSISSIPPI RIVER
Solicitation number: W912EQ23B0009
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Written by GovTribe AI · Dec 20, 2023

This federal contract opportunity notice solicits proposals for construction and maintenance services related to dikes along the Mississippi River. The Department of the Army Corps of Engineers Engineering District Memphis seeks contractors to perform work under solicitation number W912EQ23B0009 for the Cedar Point Dikes Construction/Maintenance project. Responses are due by the date listed on the System for Award Management Federal Business Opportunities website. Services required include construction and upkeep of dikes to reduce flooding risks. Pricing should be submitted as firm fixed-price. No set-asides or incumbent are specified. The 16MB file provides final plans for the solicitation.

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File	Type	Posted
ABSTRACT 14SEP23.pdf	PDF	Sep 14, 2023
C04_Bid Abstract_23B0009_12SEP23.xlsx	XLSX spreadsheet	Sep 14, 2023
01_2023_Cedar-Point_FinalPlans_ForSolicitation.pdf	PDF	Aug 10, 2023

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2 3 4 5 6 7 8 9 10 11 12

US Army Corps of Engineers ®

MEMPHIS DISTRICT

MISSISSIPPI RIVER CHANNEL IMPROVEMENT

CEDAR POINT DIKES CONSTRUCTION/MAINTENANCE

TIPTON COUNTY, TENNESSEE

RIVER MILE 759 L

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MEMPHIS DISTRICT BOUNDARY

U.S. HIGHWAY

COUNTY LINE

STATE BOUNDARY

INTERSTATE HIGHWAY

PROJECT LOCATION

VICINITY MAP

50 40 30 20 10 0 50 MILES

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SOLICITATION NO.: W912EQ-23-B-0009

CONTRACT NO.: W912EQ-23-C-XXXX

ISSUE DATE: JULY 2023

13 14 15

NO. INDEX OF DRAWINGS

G-001 COVER SHEET

G-002 LOCATION, LEGEND, AND ABBREVIATIONS

C-101 PLAN VIEW

C-102 CEDAR POINT DIKE 2 PLAN & PROFILE

C-103 CEDAR POINT DIKE 3 PLAN & PROFILE

C-104 CEDAR POINT DIKE 3T PLAN & PROFILE

C-301 SECTION VIEWS

C-501 DIKE STANDARD DETAILS

X-101 STAGE HYDROGRAPH - MEMPHIS GAGE

USACE SIGNATURE BLOCK AREA

16 17 18 19

THIS PROJECT WAS DESIGNED BY THE

MEMPHIS DISTRICT CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGIS

TRATION DESIGNATIONS OF INDIVIDUALS

APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOY

MENT AS REQUIRED BY ER 1110-1-8152.

SIGNATURES INDICATE OFFICIAL RECOM

MENDATION OF ALL DRAWINGS IN THIS SET.

Af�i§f.MA TT Digitally signed by

TURNER.MATTHEW.EN

HEW.ENOCH.1 OCH.1279917770

Date: 2023.06.13

@111991 77"'1f!-,,,_ & CMli:58-0S'(§l:\VISION

US Army Corps of Engineers ®

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GENERAL NOTES:

DESCRIPTIONBENCH

MARKS

TABULATION OF BENCHMARKS

ELEVATION

SG 757.8L UTM ZONE 15 (X,Y) = 2530184.98, 12873326.64226.69'

1. WORKSIDE THROUGHOUT PROJECT IS LEFT BANK AS DEFINED BY LOOKING DOWNSTREAM.

2. HORIZONTAL DATA WAS COMPUTED USING THE NORTH AMERICAN DATUM OF 1983 (NAD83)

AND UNIVERSAL TRANSVERSE MERCATOR ZONE 15 IN U.S. SURVEY FEET. VERTICAL DATA

WAS COMPUTED USING THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) IN

U.S. SURVEY FEET.

3. SEE DRAWING C-101 FOR EXISTING SURVEY CONTROL AND PROPOSED BASELINE

COORDINATES, SEE THIS SHEET FOR BENCHMARK INFORMATION.

4. FOR FURTHER INFORMATION REGARDING BENCHMARKS, CONTACT THE MEMPHIS

DISTRICT'S U.S. ARMY CORPS OF ENGINEERS GEOSPATIAL OFFICE.

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL TITLE

ON SAME DRAWING

(CENTERED UNDER

SECTION/DETAIL)

SECTION/DETAIL TITLE

ON ANOTHER DRAWING

(CENTERED UNDER

SECTION/DETAIL)

VIEW SUBTITLE

(CENTERED UNDER

EACH VIEW)

SCALE: 1" = XXX'

SUPPLEMENTAL INFORMATION

DETAIL/SECTION A

99/999

DETAIL/SECTION

SCALE: 1" = XXX'

TOP FRONT SIDE

ELEVATION SECTION A

SECTION CUT W/

VIEW SHOWN ON

SAME DRAWING

SECTION CUT W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

ANOTHER DRAWING

DETAIL SYMBOL W/

VIEW SHOWN ON

SAME DRAWING

2 2

ABBREVIATIONS

MAX

MIN

SST

TYP

EXISTING

FAR FACE

GALVANIZED

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

LEVEE BASELINE

CONCRETE

DIAMETER

BOT

EXPANSION JOINT

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

LCB

CONC

DIA

GALV

MISC

SPEC

T&B

UNO

UNGD

FES FLARED END SECTION WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

WATER VALVE

FILL

CUT

SHEETPILE

BORING LOCATION

AND NUMBER

LEVEE

EXISTING GAS

EXISTING FENCE

EXISTING

OVERHEAD P0WER

WATERMAIN

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

EXISTING COMMUN.

LINE (TELEPHONE)

EXISTING CABLE

(COAXIAL T.V.)

RIGHT OF WAY

LIMIT OF

CONSTRUCTION

EASEMENT

EXISTING CULVERT

PIPE

C/E

POWER POLE

LEVEE BASELINE

R/W

LOCUST CREEK BASELINE

EME EXCAVATED MATERIAL

EMBANKMENT

CMP CORRUGATED METAL PIPE

SAN

C T V

C P

99/999

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

PROJECT LOCATION MAP

0 1 MILE 1.5 MILE

G-002

N , L

D , A

N D

O N

L_ C

_P O

D \2

.D W

:2 5:

/6 /2

_N C

S_ 4_

M O

N O

SG 760.0L UTM ZONE 15 (X,Y) = 2536784.88, 12882430.46230.79'

DIKE CONSTRUCTION/

MAINTENANCE AREA

D3-CL-BS-130 UTM ZONE 15 (X,Y) = 2535502.87, 12876860.01226.05'

D3-CL-TB-30 UTM ZONE 15 (X,Y) = 2535404.71, 12876946.26222.34'

D2-CL-BS-100 UTM ZONE 15 (X,Y) = 2536424.99, 12878865.64225.18'

D2-CL-TB-20 UTM ZONE 15 (X,Y) = 2536335.74, 12878911.12223.48'

AutoCAD SHX Text 97-41M

AutoCAD SHX Text

758.0

759.0

ELEV: 226.69

SG 757.8L

N: 12873326.64 E: 2530184.98

ELEV: 230.79

SG 760.0L

N: 12882430.46 E: 2536784.88

13013013

160160

180 150

00 500' 1000'

1" = 500'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN APRIL 2021.

6. 2021 ZERO LWRP:189.15

PLAN VIEWA1

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-101

L_ C

_P O

D \2

.D W

:1 5:

/1 3/

_N C

S_ 4_

M O

N O

TENNESSEE

TIPTON COUNTY

DIKE 1

RAISE AND EXTEND DIKE 2

SEE SHEET C-102

RAISE AND EXTEND DIKE 3

SEE SHEET C-103

CONSTRUCT DIKE 3T

SEE SHEET C-104

CEDAR POINT DENSFORD REVETMENT

SCALE 1" = 500'

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

130140150160170180190

0 17

13013

STA: 0+00.00

N: 12878807.38

E: 2536540.07

STA: 8+87.21

N: 12879208.23

E: 2535748.58

AZ: 296° 51' 34.83"

EL: 225.18

D2-CL-BS-100

N: 12878865.64 E: 2536424.99

EL: 223.48

D2-CL-TB-20

N: 12878911.12 E: 2536335.74

ELEVATIO

STATION

CEDAR POINT DIKE 2 PROFILE VIEW

5+00 10+00 15+00

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

. 2

5H:1V

6' CROWN OF GRADED STONE A

TO BE PLACED AT ELEVATION

210.00 (+21 LWRP)

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-102

T D

P R

L_ C

_P O

D \2

.D W

:1 7:

/6 /2

_N C

S_ 4_

M O

N O

00 20' 40'

1" = 20'

PROFILE VIEWA1

00 100' 200'

1" = 100'

PLAN VIEWH1

00 100' 200'

1" = 100'

ISSISSIPPI R

IVER

SCALE 1" = 100'

SCALE 1" = 100' H, 20' V

759.0

16+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 11+00 12+00 13+00 14+00 15+00

CEDAR POINT DENSFORD REVETMENT

AZ: 310° 13' 41.89"

STA: 0+00.00

N: 12876992.65

E: 2535365.32

CEDAR POINT DIKE 3 STA. 9+89.97

CEDAR POINT DIKE 3T STA. 12+00.00

N: 12877632.00 E: 2534609.5018

18019

CEDAR POINT DIKE 3T

SEE SHEET C-104

T D

O R

D R

EL: 226.05

D3-CL-BS-130

N: 12876860.01 E: 2535502.87

EL: 222.34

D3-CL-TB-30

N: 12876946.26 E: 2535404.71

ELEVATIO

STATION

CEDAR POINT DIKE 3 PROFILE VIEW

5+00 10+00 14+00

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

. 2

DIKE 3T (BEYOND)

SEE SHEET C-104

. 2

5H:1V

6' CROWN OF GRADED STONE A

TO BE PLACED AT ELEVATION

206.00 (+17 LWRP)

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-103

T D

P R

L_ C

_P O

D \2

.D W

:1 2:

/6 /2

_N C

S_ 4_

M O

N O

00 100' 200'

1" = 100'

00 100' 200'

1" = 100'

00 20' 40'

1" = 20'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

PROFILE VIEWA1

PLAN VIEWG1

ISSISSIPPI R

IVER

15+00 0+001+002+003+004+005+006+007+008+009+0010+00

12+00

13+0014+00

AZ: 045° 14' 05.27"

STA: 9+31.67

N: 12877443.04

E: 2534418.99CEDAR POINT DIKE 3 STA. 9+89.97

CEDAR POINT DIKE 3T STA. 12+00.00

N: 12877632.00

E: 2534609.5018

150150

124124

166 158

CEDAR POINT DENSFORD REVETMENT

ELEVATIO

STATION

CEDAR POINT DIKE 3T - PROFILE VIEW

4+015+0010+0015+00

. 1

2021 ZERO LWRP: 189.15

EXISTING GROUND SURVEYED MARCH 2022

DIKE 3 (BEYOND)

SEE SHEET C-103

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

5H:1V

00 100' 200'

1" = 100'

TENNESSEE

TIPTON COUNTY

NOTES:

1. CLEARING AND EXCAVATION TO BE PERFORMED AT THE DIRECTION OF THE

CONTRACTING OFFICER OR THEIR REPRESENTATIVE.

2. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE CLEARING.

3. CONTOURS AND ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF

1988 (NAVD88), ELEVATIONS IN FEET.

4. HORIZONTAL DATUM WAS COMPUTED ON THE NORTH AMERICAN DATUM OF 1983

(NAD83) USING UTM ZONE 15 PLANE COORDINATES IN FEET.

5. SURVEY TAKEN MARCH 2022.

6. 2021 ZERO LWRP:189.15

PROFILE VIEWA1

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

T C

P O

O N

U C

N C

O U

, T N

S O

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

C-104

T D

P R

L_ C

_P O

D \2

.D W

:1 3:

/1 3/

_N C

S_ 4_

M O

N O

00 100' 200'

1" = 100'

PLAN VIEWG1

00 20' 40'

1" = 20'

MISSISSIPPI RIVER

ELEVATIO

OFFSET

CEDAR POINT DIKE 2 STA: 7+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 2 STA: 8+87.21

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3 STA: 6+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3 STA: 9+95.42

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3T STA: 9+31.67

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

ELEVATIO

OFFSET

CEDAR POINT DIKE 3T STA: 11+00

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10-20-30-40-50-60-70-80-90-100-110-120-130

2021 ZERO LWRP: 189.15 2021 ZERO LWRP: 189.15

DOWNSTREAM UPSTREAM

DOWNSTREAM UPSTREAM DOWNSTREAM UPSTREAM

DOWNSTREAM UPSTREAM

LANDWARD RIVERWARDLANDWARD RIVERWARD

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 210.00 (+21 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 210.00 (+21 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 206.00 (+17 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 206.00 (+17 LWRP)

DIKE 3T - SEE SHEET C-104

1.25 - 1 .50 H : 1

1.25 H : 1

1.25 H : 1 V

EXISTING GROUND SURVEYED MARCH 2022

1.25 H TO 1.50 H : 1

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

6' CROWN OF GRADED STONE A TO BE PLACED

AT ELEVATION 196.00 (+7 LWRP)

00 20' 40'

1" = 20'

SECTION VIEWSA1

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

T C

P O

O N

U C

N C

O U

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U .S

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M Y

C O

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R S

D O

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L U

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US Army Corps of Engineers

T P2

N O

C-301

N V

L_ C

_P O

D \2

.D W

:0 2:

/2 7/

_N C

S_ 4_

M O

N O

00 20' 40'

1" = 20'

SCALE 1" = 20' H, 20' V

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

S O

T P2

N O

TYPICAL SECTION

RAISED LATERAL DIKE

FLOW

NO SCALE

STONE DIKE

TYPICAL SECTION

NO SCALE

CROWN WIDTH AS SHOWN

ON PROFILE DRAWING

TOP OF STONE AS SHOWN

ON PROFILE DRAWING

SIDE SLOPES TO BE ANGLE

OF REPOSE OF STONE

APPROX 1V ON 1 1/4H TO

1V ON 1 1/2H

NOTE: MINIMUM THICKNESS OF

STONE SHALL BE 6 FEET FOR

CROWN WIDTH OF LESS THAN 20

FEET, AND 4 FEET FOR CROWN

WIDTH OF 20 FEET OR MORE,

UNLESS OTHERWISE SHOWN ON

PROFILE DRAWING

DIKE STRUCTURE AZIMUTH LINE

DIKE STRUCTURE AZIMUTH LINE CROWN WIDTH AS SHOWN

ON PROFILE DRAWING

TOP OF EXISTING STONE

TOP OF STONE TO BE

PLACED AS SHOWN ON

PROFILE DRAWING

ANGLE OF REPOSE OF STONE

APPROX. 1V ON 1 1/4H

NOTE: THE CENTERLINE OF THE PROPOSED DIKE SHALL

BE ADJUSTED (AS NECESSARY) TO TAKE FULL ADVANTAGE

OF THE EXISTING DIKE SECTION.

C-501

L_ C

_P O

D \2

.D W

:0 3:

/2 7/

_N C

S_ 4_

M O

N O

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

T D

O N

C O

U N

, T

N M

C H

. M

N S

T, B

, T N

T C

P O

O N

U C

N C

O U

, T N

U .S

. A R

M Y

C O

O F

R S

D O

N M

, P E

L U

, P

L U

, P

S N

, P E

US Army Corps of Engineers

T P2

N O

SCALE AS NOTED

DIKE STANDARD DETAILSA1

2E Q

-2 3-

C -X

2E Q

-2 3-

B-

S O

T P2

N O

-10

-10 10 20