A22_W912EE21B0004 Amendment 0001.pdf

PDF 5 MB Posted Jun 15, 2021

Attached to: Yazoo River Basin, Rocky Bayou, Yazoo Backwater Project, PL 116-20, Rocky Bayou Bank Stabilization
Solicitation number: W912EE21B0004
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for bank stabilization services along O'Neil Creek in Yazoo County, Mississippi. Services include clearing, grubbing, excavation and grading, erosion control measures, storm water pollution prevention, construction of longitudinal and transverse stone dikes and tiebacks, and stone paving. Drawings depict the project location and design details. The work must be completed within a short construction period according to specifications. The soliciting agency is the Department of the Army Corps of Engineers Vicksburg District.

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Other files

File	Type	Posted
B01_W912EE21B0004 Official Bid Abstract.pdf	PDF	Jun 30, 2021
A22_W912EE21B0004 Amendment 0002.pdf	PDF	Jun 24, 2021
A22_W912EE21B0004.pdf	PDF	May 28, 2021
A02_RockyBayou Drawings.pdf	PDF	May 28, 2021

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Reference Solicitation W912EE21B0004, for Yazoo River Basin, Rocky Bayou, Yazoo Backw ater Project, PL 116-20, Rocky Bayou Bank Stabilization, is amended as follow s:

SEE CONTINUATION PAGE FOR SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 15-Jun-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EE21B0004

X 9B. DATED (SEE ITEM 11)

28-May-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Jun-2021

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE21B0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

DRAWINGS: Drawings G-001, G-401, C-101, C-301, C-302, C-303, C-304, C-305, C-501, R-101, X-201, and X-501 are revised and replaced.

Drawings revised by this amendment have the notation “Revised by Amendment 0001” in the title block.

Bid opening date and time remains unchanged.

SITE LOCATION

EAGLE BEND ROAD

MS HWY 3

O'NEIL CREEK

10.3 MILES TO YAZOO CITY

7.0 MILES TO SATARTIA

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

of Engineers

US Army Corps

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ROCKY BAYOU BANK STABILIZATION

YAZOO BACKWATER PROJECT, PL 116-20

YAZOO RIVER BASIN, ROCKY BAYOU

TBD

VICKSBURG DISTRICT

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W912EE-21-B-0004

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PROJECT LOCATION

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FLOW

O'NEIL CREEK

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SCALE: 1" = 400' 800'0 400'

VICINITY MAP

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LEGEND

EXISTING LEVEE TOE

EXISTING LEVEE TOP

EXISTING LEVEE CENTERLINE

SURVEY BASELINE

"R-200" STONE

CROSS SECTION ALIGNMENT IN THE PLAN VIEW.

FOR STONE TIEBACK AND TRANSVERSE STONE DIKE" IS THE SAME AS THE

9. THE STRUCTURAL AZIMUTH LINE MENTIONED IN THE "TYPICAL SECTIONS

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

8. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.7.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVERY BASELINE OR 6.

SEE SHEET C-501 FOR TYPICAL SECTIONS.5.

SURVEY DATA COLLECTED IN MARCH OF 2020.4.

ZONE, NAD83.

3. HORIZONTAL COORDINATE SYSTEM: 2011 MISSISSIPPI STATE PLANES, WEST

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

ADDITIONAL BASELINE

TOE OF LPSTD

O'NEIL CREEK

FLOW

SURVEY BASELINE

TOP BANK

EXISTING LEVEE TOE

CENTERLINE

EXISTING LEVEE

STA. 4+52.51

STARTS AT

STONE BACKFILL

STA. 10+07.08

STONE BACKFILL ENDS

STONE BACKFILL

CENTERLINE OF LPSTD

RBBS-1-2OU

ELEV. 113.741

N=1181941.51

E=2249059.83

RBBS-2-2OU

ELEV. 110.353

N=1181946.24

E=2248740.60

E=2248626.01

N=1181885.47

LPSTD

OF 2 TONS STONE/LN. FT.

BEGIN CONSTRUCTION

RBBS-3-2OU

ELEV. 114.270

N=1181943.06

E=2248339.84

E=2248349.47

N=1182093.78

E=2248260.02

N=1181966.42

E=2248746.75

N=1182023.66

E=2248146.34

N=1181804.55

RBBS-4-2OU

ELEV. 113.320

N=1181759.56

E=2248066.09

E=2248314.82

N=1181530.29

LPSTD

OF 2 TONS STONE/LN. FT.

END CONSTRUCTION

RBBS-5-2OU

ELEV. 113.299

N=1181505.25

E=2248260.74

E=2248220.77

N=1181390.17

STA.

+0 7.0

° 3

STA.

.15

° 3

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+9 7.

' 9

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+72 .85

72° ' 28

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' 1

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LENGTH: 490.1

263° 17 ' 32"

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SCALE: 1" = 60' 60' 120'0

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LEGEND

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

6. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE OR 4.

SEE SHEET C-501 FOR TYPICAL SECTIONS.3.

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

"R-200" STONE

GRADED BANK

E L E

V A

0-20-40-60-80-100-120-140-150

2+31.94

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

EXISTING GROUND

BACKFILL

E L E

V A

0-20-40-60-80-100-120-140-150

NATURAL REPOSE

SLOPE OF

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

BACKFILL

EXISTING GROUND

1+14.87

TOP BANK

STONE DIKE)

STONE TIEBACK FOR TRANSVERSE

TB 1 (SEE TYPICAL "TYPICAL

STONE DIKE)

STONE TIEBACK FOR TRANSVERSE

TB 2 (SEE TYPICAL "TYPICAL

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LEGEND

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

6. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE OR 4.

SEE SHEET C-501 FOR TYPICAL SECTIONS.3.

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

"R-200" STONE

GRADED BANK

E L E

V A

0-20-40-60-80-100-120-140-150

E L E

V A

-20-40-60-80-100-120-140-150

1V:7H

3+31.99

4+52.51

GRADED BANK

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

EXISTING GROUND

AT ELEV. 110

A 1V:3H SLOPE STARTING

BANK GRADING AT

STONE FILL

BACKFILL

TOP BANK

TOP BANKSTONE DIKE WITH STONEFILL)

STONE TIEBACK FOR TRANSVERSE

TB 4 (SEE TYPICAL "TYPICAL

STONE DIKE)

STONE TIEBACK FOR TRANSVERSE

TB 3 (SEE TYPICAL "TYPICAL

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LEGEND

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

6. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE OR 4.

SEE SHEET C-501 FOR TYPICAL SECTIONS.3.

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

"R-200" STONE

GRADED BANK

E L E

V A

0-20-40-60-80-100-120-140-150

E L E

V A

0-20-40-60-80-100-120-140-150

6+01.48

7+72.85

1V:4H

1V:3H

GRADED BANK

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

EXISTING GROUND

AT ELEV. 107

A 1V:3H SLOPE STARTING

BANK GRADING AT

AT ELEV. 103

A 1V:3H SLOPE STARTING

BANK GRADING AT

STONE FILL

TOP BANK

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SCALE: 1" = 10' 10' 20'0

CROSS SECTIONS - STA. 6+01.48 TO 7+72.85

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NOTES

LEGEND

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

6. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE OR 4.

SEE SHEET C-501 FOR TYPICAL SECTIONS.3.

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

"R-200" STONE

GRADED BANK

E L E

V A

-20-40-60-80-100-120-140-150

E L E

V A

0-20-40-60-80-100-120-140-150

GRADED BANK TOE

9+79.15

8+97.58

GRADED BANK

1V:3.5H

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

EXISTING GROUND

AT ELEV. 104

A 1V:3H SLOPE STARTING

BANK GRADING AT

AT ELEV. 97

A 1V:3H SLOPE STARTING

BANK GRADING AT

STONE FILL

TOP BANK

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T B

K S

B U

R G

P I

K S

B U

R G D

T R

SCALE: 1" = 10' 10' 20'0

W A

L L

A C

E P .E

C-304

C O

R N

E L

C O

R N

E L

H E

R R P .E

R O

C K

Y B

A Y

O U B

A N

K S

T A

A T

Y A

Z O

O B

A C

K W

A T

E R P

R O J E

C T P

-2

Y A

Z O

O R

E R B

A S

R O

C K

Y B

A Y

O U

E R S

T A

A T

N S

E C

CROSS SECTIONS - STA. 8+97.58 TO 9+79.15

C R

O S

S S

E C

N S

S T

A .5

W E

E -2

-B -0

E V

E D B

Y A

M E

N D

M E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

NOTES

LEGEND

APPROXIMATELY 1V:1.25H TO 1V:1.5H.

6. SLOPE OF NATURAL REPOSE VARIES FROM

ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.

ADDITIONAL BASELINE.

ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE OR 4.

SEE SHEET C-501 FOR TYPICAL SECTIONS.3.

ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.

ALL UNITS IN U.S. SURVEY FEET.1.

"R-200" STONE

GRADED BANK

E L E

V A

-20-40-60-80-100-120-140-150

10+07.08

GRADED BANK

1V:3.5H

LONGITUDINAL PEAKED STONE TOE DIKE

C OF 2 TONS OF STONE/LN. FT.

NATURAL REPOSE

SLOPE OF

EXISTING GROUND

AT ELEV. 100

A 1V:3H SLOPE STARTING

BANK GRADING AT

STONE FILL

TOP BANK

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T B

K S

B U

R G

P I

K S

B U

R G D

T R

SCALE: 1" = 10' 10' 20'0

W A

L L

A C

E P .E

C-305

C O

R N

E L

C O

R N

E L

H E

R R P .E

R O

C K

Y B

A Y

O U B

A N

K S

T A

A T

Y A

Z O

O B

A C

K W

A T

E R P

R O J E

C T P

-2

Y A

Z O

O R

E R B

A S

R O

C K

Y B

A Y

O U

E R S

T A

A T

N S

E C

C R

O S

S S

E C

N S

CROSS SECTIONS - STA. 10+07.08

S T

A .0

W E

E -2

-B -0

E V

E D B

Y A

M E

N D

M E

1V:1H

CONTROL

EROSION

CONTROL

EROSION

NATURAL REPOSE

SLOPE OF

EROSION CONTROL

13'

VARIABLE

EXISTING GROUND

1V:1H

DIKE SECTION

EXCAVATE FOR

1V:1.5H

LOW WATER

APPROX.

STREAMBED

STONE DIKE

C LONGITUDINAL PEAKED

NATURAL REPOSE

SLOPE OF

TOP BANK

1V:1.5H

GROUND

EXISTING

1V:1H

DIKE SECTION

EXCAVATE FOR

REPOSE)

SLOPE OF NATURAL

(FLATTER THAN

SLOPE VARIES

DIKE

PEAKED STONE

C LONGITUDINAL

STREAMBED

TOP BANK

PEAKED STONE DIKE

C LONGITUDINAL

EXISTING BANK

TOP BANK

GROUND

EXISTING

STREAMBED

WATER

LOW

APPROX.

NATURAL REPOSE

SLOPES OF

STRUC. AZ. LINE

REPOSE

NATURAL

SLOPE OF

STRUC. AZ. LINE

NATURAL REPOSE

SLOPE OF

GROUND

EXISTING

STRUC. AZ. LINE

NATURAL REPOSE

SLOPE OF

GROUND

EXISTING

GROUND

EXISTING

1V:1H

FOR TRANSVERSE STONE DIKE

TYPICAL STONE TIEBACK

STONE DIKE CROSS SECTION

TYPICAL LONGITUDINAL PEAKED

15 FT.

(CROWN WIDTH VARIES)

TRANSITION OF DIKE

(CROWN WIDTH VARIES)

TRANSITION OF DIKE

15 FT.

VARIES

REPOSE

NATURAL

SLOPE OF

SLOPE OF NATURAL REPOSE

STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN

SLOPE OF NATURAL REPOSE

STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN

DIKE

PEAKED STONE

C LONGITUDINAL

TOP BANK

NATURAL REPOSE

SLOPE OF

STREAMBED

GROUND

EXISTING

STONE FILL

SLOPE VARIES

DIKE

PEAKED STONE

C LONGITUDINAL

TOP BANK

NATURAL REPOSE

SLOPE OF

STREAMBED

GROUND

EXISTING

STONE FILL

SLOPE VARIES

BACKFILL

IS AS SHOWN ON INDIVIDUAL CROSS SECTIONS.

HEIGHT OF DIKE AND/OR TIEBACK

NOTE:

THE CROSS SECTION ALIGNMENT IN THE PLAN VIEW.

FOR STONE TIEBACK AND TRANSVERSE STONE DIKE" IS THE SAME AS

2. THE STRUCTURAL AZIMUTH LINE MENTIONED IN THE "TYPICAL SECTIONS

1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY 1V:1.25H TO 1V:1.5H.

GENERAL NOTES:

WITH STONEFILL

TRANSVERSE STONE DIKE

TYPICAL STONE TIEBACK FOR

1V:1H

15 FT.

CONTROL

EROSION

BACKFILL

(CROWN WIDTH VARIES)

TRANSITION OF DIKE

STONE FILL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

NO SCALE

SECTION A-A

SECTION B-B

SECTION C-C

TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE

VARIES

PROFILE

NO SCALE

VARIES

VARIABLE

4' MIN.

NO SCALE

TYPICAL STONE FILL

NO SCALE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:26:20 AM 6/10/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Rocky Bayou Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/RBBS_C-501.dg

C K

Y B

A Y

O U B

A N

K S

T A

A T

Y A

Z O

O B

A C

K W

A T

E R P

R O J E

C T P

-2

Y A

Z O

O R

E R B

A S

R O

C K

Y B

A Y

O U

T B

K S

B U

R G

P I

K S

B U

R G D

T R

W A

L L

A C

E P .E

C-501

C O

R N

E L

C O

R N

E L

H E

R R P .E

E R S

T A

A T

N S

E C

N K S

T A

A T

N T

Y P

A L D

E T

W E

E -2

-B -0

E V

E D B

Y A

M E

N D

M E

S 3, T 10 N, R 3 W

S 35, T 11 N, R 3 W

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

ROE = EDGE OF PAVEMENT

ROE = EDGE OF BRIDGE

E=2248209.25

N=1182149.13

E=2248673.76

N=1181974.20

E=2249057.38

N=1181729.12E=2248768.34

N=1181724.57

E=2248354.37

N=1181810.27

E=2248299.18

N=1181723.09

E=2247963.58

N=1181709.73

E=2249179.83

N=1181959.90

E=2249161.22

N=1181757.90

M S H

W Y

T O S

A T

A R

EAGLE BEND ROAD

T O Y

A Z O

O C

E=2248340.82

N=1181370.26

E=2248507.28

N=1181535.79

E=2248417.17

N=1181608.74

LIMITS

PREVIOUS ROE

E=2248251.10

N=1181455.00

LIMITS

PREVIOUS ROE

O N

R E

E K R

O A

WEST OF ONEIL CREEK ROAD

SOUTH OF LEVEE AND

CONSTRUCTION EASEMENT

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:57 AM 6/10/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Rocky Bayou Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/RBBS_R-101.dg

W A

L L

A C

E P .E

R-101

H E

R R P .E

T B

K S

B U

R G

P I

E R S

T A

A T

N S

E C

K S

B U

R G D

T R

SCALE: 1" = 200' 400'0 200'

R O

C K

Y B

A Y

O U B

A N

K S

T A

A T

Y A

Z O

O B

A C

K W

A T

E R P

R O J E

C T P

-2

Y A

Z O

O R

E R B

A S

R O

C K

Y B

A Y

O U

REQUEST MAP

H T O

F W

A Y M

A P

C O

R N

E L

C O

R N

E L

W E

E -2

-B -0

E V

E D B

Y A

M E

N D

M E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

J A

F E

M A

A P

M A

J U

A U

S E

O C

N O

D E

GAGE INFORMATION

available.

Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact

These hydrographs depict historical fact only, and no prediction is intended as to

Note:

2016 2017 2018 2019 2020 2021 2022 2023 2024 2025

2026 2027 2028 2029 2030 2031 2032 2033 2034 2035

2036 2037 2038 2039 2040 2041 2042 2043 2044 2045

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

S T

A G

E S I

N F

E E

N .G .V .D

DISTRICT: VICKSBURG

BASIN: YAZOO RIVER

GAGE NAME: YAZOO RIVER @ SATARTIA, MS

GAGE ZERO: 60.00 FT N.G.V.D. 29

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:51 AM 6/10/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Rocky Bayou Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/RBBS_X-201.dg

C K

Y B

A Y

O U B

A N

K S

T A

A T

Y A

Z O

O B

A C

K W

A T

E R P

R O J E

C T P

-2

Y A

Z O

O R

E R B

A S

R O

C K

Y B

A Y

O U

T B

K S

B U

R G

P I

K S

B U

R G D

T R

W A

L L

A C

E P .E

H Y

D R

O G

R A

P H

X-201

C O

R N

E L

C O

R N

E L

H E

R R P .E

E R S

T A

A T

N S

E C

N W

E -2

-B -0

E V

E D B

Y A

M E

N D

M E

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

ROAD

RUNOFF

F L

O W

SCALE: NONE

PLAN

POINTS A SHOULD BE HIGHER THAN POINT B

STORAGE HEIGHT.

9" (MAX. RECOMMENDED)

SCALE: NONE

SILT SCREEN FENCE IN DRAINAGE

ELEVATION

SCALE: NONE

CONSTRUCTION ENTRANCE & EXIT DETAILS

SECTION

SILT SCREEN FENCE DETAILS

STEEL OR WOOD POST

IF WIRE MESH SUPPORT IS NOT USED.

EXTRA STRENGTH FILTER FABRIC REQUIRED

6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.

10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -

FLOW

PLAN

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

AND BACKFILL WITH COMPACTED MATERIAL.

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

4" x 4" TRENCH

(5' MIN. LENGTH)

STEEL OR WOOD POST

MAX. ABOVE GROUND)

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

ATTACH SECURELY TO UPSTREAM SIDE OF POST.

FILTER FABRIC

MAXIMIZE PONDING EFFICIENCY.

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

NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL2.

SEDIMENT WHEN NECESSARY.

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

NOTES:

DETAIL (DITCH CHECK)

SLOPE, BOTH SIDES

WOOD STAKE AT TOE OF

FLOW

PLACED IN "U" SHAPE

WATTLE (12" OR 24") TO BE

FOR HEIGHT OF WATTLE ENDS

SEE ELEVATION DETAIL

V A

O R

FLOW

WATTLE

WOOD STAKE

WITHOUT DAMAGE

ANCHOR THROUGH NETTING

BOTTOM

CHANNEL

SECTION A-A

SCALE: NONE

EL. "A" THAN FLOWLINE POINT "B"

NOTE: END POINTS "A" MUST BE HIGHER

WATTLE

BOTTOM

DITCH

EL. "B"

ELEVATION DETAIL

SCALE: NONE

HAY WATTLE DETAILS

WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.13.

TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.12.

WHEN NO LONGER NEEDED.

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

MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE

ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A 11.

PLAN APPROVED BY THE CONTRACTING OFFICER.

CHECK IS 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL

MINIMUM RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLE DITCH 10.

CONTRACTING OFFICER.

THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE

OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON

ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING

UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED

IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE 9.

LANDSIDE TOE OF THE LEVEE.

OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE

EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE

THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL 8.

PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED

THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL

THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN7.

EXISTING SOIL STABILITY.

BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN

OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL

THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM

DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM

PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF

NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY

USED TO PUMP ALL EXCESS WATER FROM THE BORROW AREA AS DEEMED

OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE 6.

NEW LEVEE CENTERLINE STATIONING.

THE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE 5.

10 FOOT OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN.

CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM 4.

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:25:44 AM 6/10/2021 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/08 - Yazoo River Basin/01 - Yazoo River Projects/Rocky Bayou Bank Stabilization/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/RBBS_X-501.dg

T B

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X-501

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Y B

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A N

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T A

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R O J E

C T P

-2

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A22_W912EE21B0004 Amendment 0001

A02_Drawings AM_0001

RBBS_X-501

RBBS_X-201

RBBS_R-101

RBBS_G-401

RBBS_G-001

RBBS_C-501

RBBS_C-305

RBBS_C-304

RBBS_C-303

RBBS_C-302

RBBS_C-301

RBBS_C-101

File details come from the government source that posted it. Updated Jun 15, 2021.