A22_AM02_W912EE18B0010.pdf

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 Invitation for Bids (IFB) W912EE18B0010, Desoto and Marshall Counties, Mississippi, MDHP, BS-15-03, FC/MR&T, Yazoo River Basin, Coldw ater River Watershed, previously scheduled to open 14 August 2018, 1430 Hours. Referenced IFB is amended as follow s: A NEW BID OPENING DATE/TIME OF 23 AUG 2018, 1400 HOURS , IS HEREBY ESTABLISHED. Continued on Page 2

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 09-Aug-2018

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 W912EE18B0010

X 9B. DATED (SEE ITEM 11)

13-Jul-2018

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 X is extended, 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

10-Aug-2018

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:

W912EE18B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

BID OPENING DATE AND TIME: A new bid opening date/time of 23 Aug 2018, 1400 hours, is hereby established.

DRAWINGS: Drawings C-110, C-111, C-112, C-120, C-121, C-130, C-131, C-132, C-133, C-134, and C-135 are revised and replaced.

Drawings revised by this amendment have the notation “Revised by Amendment 0002” in the title block.

Attachments Drawings C-110, C-111, C-112, C-120, C-121, C-130, C-131, C-132, C-133, C-134, and C-135

(END OF SUMMARY OF CHANGES)

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R650 STONE RIPRAP

SURVEY BASELINE

STONE WEIR

MAY 14.

ANY TREE REMOVAL SHALL BE DONE BETWEEN SEPTEMBER 1 THROUGH 13.

ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 11.

OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 9.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.

LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.

SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE

EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS

THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.

VERTICAL REFERENCE SYSTEM; NAVD 88.5.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, NAD 4.

ZERO AZIMUTH IS FACING NORTH.3.

TIEBACKS.

NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.

SHEET C-502.

BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE

FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.

GENERAL NOTES

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:18:11 AM 8/9/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_

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THALWEG OF CREEK

EL. 388.075

IR BS15-03-B

C WEIR 2

C WEIR 1

EL. 377.396

IR BS 1503-R1

EL. 381.971

IR BS 1503-R2

S T A . 7

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E=743718.89

N=1903998.21

E=743727.34

N=1903994.71

E=743747.71

N=1904050.93

E=743756.68

N=1904046.51

E=744229.40

N=1904510.79

E=744230.21

N=1904520.76

E=744285.99

N=1904517.95

E=744285.69

N=1904507.83

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LEGEND

R650 STONE RIPRAP

SURVEY BASELINE

STONE WEIR

MAY 14.

ANY TREE REMOVAL SHALL BE DONE BETWEEN SEPTEMBER 1 THROUGH 13.

ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 11.

OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 9.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.

LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.

SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE

EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS

THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.

VERTICAL REFERENCE SYSTEM; NAVD 88.5.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, NAD 4.

ZERO AZIMUTH IS FACING NORTH.3.

TIEBACKS.

NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.

SHEET C-502.

BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE

FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.

GENERAL NOTES

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STATION

EL. 379.498

IR BS 1503-R3

EL. 377.016

IR BS 1503-R4

THALWEG OF CREEK

C WEIR 3

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551.92158°18'37.14"

130° 08'33

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E=744628.52

N=1904157.63

E=744620.38

N=1904151.11

E=744662.66

N=1904113.23

E=744654.86

N=1904106.98

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:18:17 AM 8/9/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_

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THALWEG OF CREEK

EL. 368.457

IR BS 1503-R7

C WEIR 4

EL. 374.893

IR BS 1503-R5

C WEIR 4

C WEIR 5

EL. 384.685

IR BS 1503-R6

EL. 367.283

IR BS 1503-R8

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130°08'33.18" 273.84

91°18'29.63" 258.32

95°04'02.65"

317.17

84°57'23.8 1"

E=745255.20

N=1903509.61

E=745252.54

N=1903499.97

E=745309.04

N=1903498.37

E=745307.99

N=1903488.42

E=745944.67

N=1903577.15

E=745944.78

N=1903572.15

E=746000.65

N=1903578.41

E=746000.88

N=1903568.41

LEGEND

R650 STONE RIPRAP

SURVEY BASELINE

STONE WEIR

MAY 14.

ANY TREE REMOVAL SHALL BE DONE BETWEEN SEPTEMBER 1 THROUGH 13.

ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 11.

OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 9.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.

LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.

SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE

EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS

THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.

VERTICAL REFERENCE SYSTEM; NAVD 88.5.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, NAD 4.

ZERO AZIMUTH IS FACING NORTH.3.

TIEBACKS.

NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.

SHEET C-502.

BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE

FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.

GENERAL NOTES

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435435

445 4

C WEIR 6

EL. 439.162

IR ROW KJ-2

EL. 448.641

IR ROW KJ-1

EL. 453.246

TBM ROW KJ-A

THALWEG OF CREEK

50 FT BEHIND BASELINE

RIGHT OF WAY

50 FT BEHIND TOP BANK

RIGHT OF WAY

E=774849.63

N=1892925.49

E=774850.82

N=1892915.56

E=774794.11

N=1892915.62

E=774794.56

N=1892925.61

S O

L

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®of Engineers

US Army Corps

U .S

A R

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P S O

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LEGEND

R650 STONE RIPRAP

SURVEY BASELINE

STONE WEIR

MAY 14.

ANY TREE REMOVAL SHALL BE DONE BETWEEN SEPTEMBER 1 THROUGH 13.

ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 11.

OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 9.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.

LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.

SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE

EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS

THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.

VERTICAL REFERENCE SYSTEM; NAVD 88.5.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, NAD 4.

ZERO AZIMUTH IS FACING NORTH.3.

TIEBACKS.

NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.

SHEET C-502.

BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE

FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.

GENERAL NOTES

L

E L E

V .0

S T

A .0

E L E

V .0

S T

A .0

E L E

V .0

S T

A .0

E L E

V .0

S T

A .0

OF ROAD

EXISTING EDGE

EXISTING GROUND

C OF WEIR 6

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

E L E

V A

T

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N I

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N .A .V .D .8

E L E

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N .A .V .D .8

STATION

C.P. #1

C.P. #2

C.P. #9

C.P. #10

C.P. #11

C.P. #12

C.P. #13

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S

W A

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C-120

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M O

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H P

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-0

D E

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K S

B U

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T R

IC

T

D1

SCALE: 1" = 50' 50' 100'0

A1

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

B A

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BANK STABILIZATION SITE 3 - SITE PLAN

BANK STABILIZATION SITE 3 - PROFILE

W E

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AMENDED AFTER ADVERTISEMENT

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430430430

435 435

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US Army Corps

U .S

A R

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C.P. #3

C.P. #4

C.P. #5

C.P. #6

C.P. #7

C.P. #8

LEGEND

R650 STONE RIPRAP

SURVEY BASELINE

STONE WEIR

MAY 14.

ANY TREE REMOVAL SHALL BE DONE BETWEEN SEPTEMBER 1 THROUGH 13.

ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 11.

OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.

RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.

SYSTEM.

COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE

ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL

FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 9.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.

LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.

SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE

EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS

THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 7.

SECTION.

AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.

VERTICAL REFERENCE SYSTEM; NAVD 88.5.

83.

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, NAD 4.

ZERO AZIMUTH IS FACING NORTH.3.

TIEBACKS.

NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL

THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.

SHEET C-502.

BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE

FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.

GENERAL NOTES

L

L

L

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V .0

S T

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A .0

E L E

V .0

S T

A .0

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V .0

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V .0

S T

A .0

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S T

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E L E

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EXISTING GROUND

C OF WEIR 7

C OF WEIR 8

C OF WEIR 9

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

E L E

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STATION

S T

A .0

S T

A .0

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C-121

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O N

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M O

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C O

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W A

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F C /M

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IN

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H P

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D E

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D1

SCALE: 1" = 50' 50' 100'0

N

A1

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

B A

N K S

T A

B

IL

IZ

A T

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E

BANK STABILIZATION SITE 3 - SITE PLAN

BANK STABILIZATION SITE 3 - PROFILE

W E

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AMENDED AFTER ADVERTISEMENT

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L

L

L

C WEIR 9

C WEIR 7

C WEIR 8

EL. 417.185

NAIL FLY PT 10601

EL. 433.834

IR ROW KJ-3

EL. 438.206

TBM ROW KJ-B

THALWEG OF CREEK

S T

A . 1

.8

°4

'1

.3

S T

A . 1

.8

°4

'1

.3

S T

A . 1

.8

°4

'1

.3

S T

A .6

°3

'0

.0

S T

A .6

°2

'2

.7

S T

A .1

°5

'0

.8

S T

A .4

°1

'5 .0

S T

A .6

°1

'5 .0

S T

A .9

°1

'5 .0

50 FT BEHIND BASELINE

RIGHT OF WAY

50 FT BEHIND TOP BANK

RIGHT OF WAY

E=774332.63

N=1892842.85

E=774334.28

N=1892852.80

E=774277.95

N=1892850.71

E=774280.53

N=1892860.37 E=774086.54

N=1892875.24

E=774087.28

N=1892865.27

E=774031.43

N=1892861.17

E=774030.70

N=1892871.14

E=773850.62

N=1892893.07

E=773852.86

N=1892902.76

E=773775.98

N=1892920.93

E=773779.73

N=1892930.55

E=770508.81

N=1884851.11

ROW

E=770515.22

N=1884880.78

ROW

E=770558.67

N=1885081.87

ROW

E=770911.70

N=1885005.60

ROW

E=770841.18

N=1884679.23

ROW

E=770488.15

N=1884755.51

ROW

TOP EL.=505.00'

E=770664.19

N=1884840.75

48" RISER

CENTER OF

INV. EL.=492.00'

E=770687.00

N=1884946.31

36" CONDUIT

END OF

LIMITS OF R200 RIPRAP

EL.=510.00

E=770757.10

N=1884831.39

SPILLWAY

EL.=510.00

E=770768.72

N=1884838.04

SPILLWAY

EL.=510.00

E=770775.17

N=1884867.92

SPILLWAYEL.=510.00

E=770757.62

N=1884887.14

SPILLWAY

EL.=513.00

E=770750.36

N=1884854.87

EMBANKMENT

EL.=513.00

E=770603.74

N=1884886.54

EMBANKMENT

150' EMBANKMENT @ EL. 513.00

BLANKET @ EL. 501.00

IMPERVIOUS UPSTREAM

1V:3H

1V:2.5H

1V:3H 1V:2H

1V:3H

C/L CREEK

C/L CREEK

C/L SPILLWAY

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D A

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C

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SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

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A C

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C-130

N W

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R W -R

P -1

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0 60'30'

SCALE: 1"=30'

S

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L A

N

SITE PLAN - SITE CRW-RP-15-01

30' ROW

.8

.9

A Z

°1

'3

361.18'

.7

A Z

°1

'3

361.18'

ROW LIMITS

ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS

ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

25'

WOODS

WOODS

WOODS

TOP

TOP

T O

P

T O

P B

A N

K

B A

N K

BANK

BANK

F L

O W

FLOW

D E

S O

T O A

N D M

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S H

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O U

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IE

S

M S

F C /M

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O R

IV

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IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-230.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

R E

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AMENDED AFTER ADVERTISEMENT

E=727502.87

N=1913898.21

ROW

E=727502.87

N=1913928.51

ROW

E=727779.45

N=1913898.21

ROW E=727779.45

N=1914011.27

ROW

E=728070.02

N=1914365.16

ROW

E=728038.24

N=1914376.04

ROW

E=727711.36

N=1914487.89

ROW

E=727502.87

N=1914487.89

ROW

EL. 314.00

FILL TO TOP BANK

TOP EL.=312.00

E=727655.23

N=1914296.43

72" RISER

CENTER OF

INV. EL.=301.00

E=727562.22 N=1914330.33

54" CONDUIT

END OF

193.42' EMBANKMENT @ EL. 320.00

BLANKET @ EL. 308.00

IMPERVIOUS UPSTREAM

EL.=320.00

E=727603.83

N=1914245.94

EMBANKMENT

EL.=320.00

E=727648.35

N=1914368.08

EMBANKMENT

EL.=320.00

E=727648.35

N=1914431.49

EMBANKMENT

LIMITS OF R200 RIPRAP

1V:3H

1V:2.5H

1V:3H

1V:2H

1V:2H

350' DIVERSION EMBANKMENT

C/L PIGEON ROOST CREEK

C/L CREEK

S O

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S U

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T E

D B

Y

D A

T E

C O

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R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

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U E D

A T

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C

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

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A C

E P .E

C-131

N W

M

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T H

A N M

O R

R O

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R H

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K S

B U

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M

IS

S

IS

S

IP

P I

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M E S

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B U

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T R

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R W -R

P -1

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0 60'30'

SCALE: 1"=30'

S

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SITE PLAN - SITE CRW-RP-15-02

30' ROW ROW LIMITS

R O

W L

IM

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S

ROW LIMITS

R O

W

LIM

ITS

R O

W

LIM

ITS

R O

W L

IM

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S

R O

W L

IM

IT

S

R O

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S

ROW LIMITS

R

O W

WOODS

WOODS

WOODS

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

TOP

TOP

TO

P

TOP

TOP

T O

P

TOP

T O

P

BANK

B A N

K

B A

N K

B A

N K

B A

N K

B A

N K

B A

N K

B A

N K

B A

N K

TOP

FLOW

F L

O W

F L

O W

D E

S O

T O A

N D M

A R

S H

A L L C

O U

N T

IE

S

M S

F C /M

R

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Y A

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O R

IV

E R B

A S

IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

559.37'

AZ 180°0'0"

.5

A Z

'0

113.06'

AZ 180°0'0"

457.90'

A Z 39°23'20"

.4

A Z

°5

'2

.5

A Z

'0

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-230.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

AMENDED AFTER ADVERTISEMENT

R E

V

IS

E D B

Y A

M E

N D

M E

N T

R E

V

IS

E D B

Y A

M E

N D

M E

N T

E=728199.64

N=1914418.12

ROW

E=728199.64

N=1914449.81

ROW

E=728549.25

N=1914418.12

ROW

E=728610.98

N=1914226.67

ROW

E=729041.32

N=1914226.67

ROW

E=728893.66

N=1914736.86

ROW

E=728199.64

N=1914686.25

ROW

TOP EL.=313.00

E=728590.44

N=1914499.98

48" RISER

CENTER OF

INV. EL.=301.00

E=728586.56

N=1914619.42

36" CONDUIT

END OF

EL.=322.00

E=728336.28

N=1914529.25

EMBANKMENT

EL.=322.00

E=728756.06

N=1914542.88

EMBANKMENT

420' EMBANKMENT @ EL. 322.00

FILL TO EL. 309.00

BLANKET @ EL. 309.00

IMPERVIOUS UPSTREAM

1V:3H

1V:2.5H

1V:2H

1V:3H

90' DIVERSION EMBANKMENT

100' DIVERSION EMBANKMENT

C/L PIGEON ROOST CREEK

S O

L

IC

IT

A T

IO

N N

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D E

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IG

N E

D B

Y

D E

S C

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IP

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N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

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

IN

E E

R S

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A C

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C-132

N W

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N A

T H

A N M

O R

R O

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R H

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IC

K S

B U

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IS

S

IS

S

IP

P I

A C

M E S

E C

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IO

N

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IC

K S

B U

R G D

IS

T R

IC

E C

R W -R

P -1

-0

0 60'30'

SCALE: 1"=30'

S

IT

E P

L A

N

SITE PLAN - SITE CRW-RP-15-03

D E

S O

T O A

N D M

A R

S H

A L L C

O U

N T

IE

S

M S

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

R

O W

.4

349.61'

AZ 90°0'0"

.1

A Z

°7 '4

430.34'

AZ 90°0'0"

.1

A Z

°5

'2

695.86'

ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS

TOP

TOP

TOP

TOP

TO

P

T O P

BANK

BANK

BANK

BANK

BANK

BANK

WOODS

WOODS

CULTIVATED FIELD

FLOW

FLOW

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-231.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

AMENDED AFTER ADVERTISEMENT

R E

V

IS

E D B

Y A

M E

N D

M E

N T

E=745801.28

N=1902767.32

ROW

E=745823.06

N=1902723.56

ROW

E=745836.48

N=1902696.58

ROW

E=745957.57

N=1902453.19

ROW

E=745984.37

N=1902170.27

ROW

E=746183.48

N=1902189.13

ROW

E=746117.51

N=1902885.59

ROW

TOP EL.=365.00

E=745989.28

N=1902689.74

60" RISER

CENTER OF

INV. EL.=347.00

E=746091.35

N=1902740.52

42" CONDUIT

END OF

EL.=372.00

E=745976.06

N=1902779.18

EMBANKMENT

EL.=372.00

E=746051.79

N=1902626.98

EMBANKMENT

170' EMBANKMENT @ EL. 372.00

EL. 265.00

FILL TO TOP BANK

LIMITS OF R200 RIPRAP

1V:3H

1V:2.5H

SLOPE TO DRAIN TO RISER

1V:2H

55' DIVERSION EMBANKMENT

395' DIVERSION EMBANKMENT

C/L CUFFAWA CREEK

C/L CREEK

S O

L

IC

IT

A T

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N N

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D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

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

IN

E E

R S

360 360

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A C

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C-133

N W

M

N A

T H

A N M

O R

R O

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R H

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B U

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M

IS

S

IS

S

IP

P I

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M E S

E C

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K S

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IS

T R

IC

E C

R W -R

P -1

-0

0 60'30'

SCALE: 1"=30'

S

IT

E P

L A

N

SITE PLAN - SITE CRW-RP-15-04

D E

S O

T O A

N D M

A R

S H

A L L C

O U

N T

IE

S

M S

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

.6

.88

AZ 3

°3 2'5

5"

1.8

4'

AZ 3

°3 2'5

5"

284.18'

AZ 174°35'

21"

.0

A Z

°3

'2

699.58'

AZ 174°35'

21"

FL

OW

FLOW

F L O

W

CULTIVATED FIELD

T O

P

T O

P

TOP

BANK

B A

N K

B A

N K

T O P

BANK

' R

OW

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-231.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

AMENDED AFTER ADVERTISEMENT

R E

V

IS

E D B

Y A

M E

N D

M E

N T

R E

V

IS

E D B

Y A

M E

N D

M E

N T

E=746294.50

N=1897775.28

ROW

E=746394.50

N=1897775.28

ROW

E=746559.62

N=1898095.24

ROW

E=746573.91

N=1898122.94

ROW

E=746573.91

N=1898242.94

ROW

E=746252.33

N=1898225.17

ROW

TOP EL.=374.00

E=746420.94

N=1898125.67

66" RISER

CENTER OF

TOP EL.=374.00

E=746421.67

N=1898114.69

66" RISER

CENTER OF

INV. EL.=355.00

E=746313.93

N=1898118.56

48" CONDUIT

END OF

INV. EL.=355.00

E=746314.66

N=1898107.59

48" CONDUIT

END OF

EL.=381.00

E=746396.67

N=1898034.54

EMBANKMENT

EL.=381.00

E=746384.75

N=1898214.15

EMBANKMENT

EL.=370.00

E=746442.01

N=1898121.56

DITCH

EL.=370.00

E=746499.38

N=1898157.16

DITCH

C/L DITCH

180' EMBANKMENT @ EL. 381.00

240' DIVERSION EMBANKMENT

LIMITS OF R200 RIPRAP

LIMITS OF R200 RIPRAP

EL. 380.00

FILL TO TOP BANK

EL. 378.00

FILL TO TOP BANK 1V:2H

1V:2H

1V:2.5H

GRADE TO DRAIN TO RISER

1V:2H

C/L CUFFAWA CREEK

(DO NOT DISTURB)

EXISTING 30" RISER PIPE

(DO NOT DISTURB)

EXISTING 30" CONDUIT

(DO NOT DISTURB)

EXISTING BRIDGE

MARIANNA ROAD

(DO NOT DISTURB)

EXISTING POWERPOLE

(DO NOT DISTURB)

EXISTING POWERPOLE

(DO NOT DISTURB)

EXISTING POWERPOLE

(DO NOT DISTURB)

EXISTING POWERLINE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

370375

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A C

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C-134

N W

M

N A

T H

A N M

O R

R O

W

R H

M

V

IC

K S

B U

R G

M

IS

S

IS

S

IP

P I

A C

M E S

E C

T

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N

V

IC

K S

B U

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IS

T R

IC

E C

R W -R

P -1

-0

0 60'30'

SCALE: 1"=30'

S

IT

E P

L A

N

SITE PLAN - SITE CRW-RP-15-05

D E

S O

T O A

N D M

A R

S H

A L L C

O U

N T

IE

S

M S

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

30' ROW

30' ROW

ROW LIMITS

ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS

R O

W L

IM

IT

S

322.08'

AZ 266°50'12"

A Z '0

.0

A Z

°1

'4

100'

AZ 90°0'0"

.8

A Z

°3

'4

F L

O W

T O

P

TOP

TOP

TOP

BANK

BANK

B A N

K

B A

N K

CULTIVATED FIELD

CULTIVATED FIELD

CULTIVATED FIELD

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-232.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

AMENDED AFTER ADVERTISEMENT

R E

V

IS

E D B

Y A

M E

N D

M E

N T

E=761408.44

N=1936364.58

ROW

E=761397.31

N=1936336.21

ROW

E=761352.30

N=1936221.51

ROW

E=760772.92

N=1936448.86

ROW

E=760913.35

N=1936806.73

ROW

E=761250.60

N=1936674.39

ROW

E=761216.95

N=1936588.63

ROW

E=761459.08

N=1936493.62

ROW

TOP EL.=451.00

E=760989.43

N=1936526.75

54" RISER

CENTER OF

INV. EL.=433.00

E=761035.00

N=1936642.88

36" CONDUIT

END OF

LIMITS OF R200 RIPRAP

EL.=460.00

E=760889.82

N=1936601.02

EMBANKMENT

EL.=460.00

E=761073.486

N=1936528.95

EMBANKMENT

197.30' EMBANKMENT @ EL. 460.00

EL.=455.00

E=761071.34

N=1936484.79

SPILLWAY

EL.=455.00

E=761094.34

N=1936507.34

SPILLWAY

EL.=455.00

E=761103.47

N=1936530.61

SPILLWAY

EL.=455.00

E=761099.08

N=1936563.06

SPILLWAY

C/L SPILLWAY

BLANKET @ EL. 437.00

IMPERVIOUS UPSTREAM

1V:3H

1V:3H

1V:2.5H

1V:3H

C/L DITCH

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:18:58 AM 8/9/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_

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W A

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A C

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C-135

N W

M

N A

T H

A N M

O R

R O

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R H

M

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IC

K S

B U

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M

IS

S

IS

S

IP

P I

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M E S

E C

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K S

B U

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IS

T R

IC

E C

R W -R

P -1

-0

0 60'30'

SCALE: 1"=30'

S

IT

E P

L A

N

SITE PLAN - SITE CRW-RP-15-06

D E

S O

T O A

N D M

A R

S H

A L L C

O U

N T

IE

S

M S

F C /M

R

T

Y A

Z O

O R

IV

E R B

A S

IN

M D

H P

B S -1

-0

C O

L D

W A

T E

R R

IV

E R W

A T

E R

S H

E D

R

O W

622.40'

.2

A Z

°2

'3

.6

A Z

°2

'3

260.11'

AZ 111°25'31"

.1

362.29'

.4

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS

ROW LIMITS

ROW LIMITS

ROW LIMITS

R O

W L

IM

IT

S

R O

W L

IM

IT

S

ROW LIMITS

ROW LIMITS

25'

F L

O W

F L

O W

WOODS

WOODS

WOODS

WOODS

FIELD

TOP

T O

P

T O

P

T O

P B

A N

KB

A

N K

B A N

K

B A

N K

W E

E -1

-B -0

SEE SHEET X-501.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS,

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-506.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-505.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-504.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-503.

REFERENCES:

* 8. ANY TREE REMOVAL MUST BE DONE BETWEEN SEPTEMBER 1 - MAY 14.

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

OF ALL STOCKPILES.

6. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE

SHEETS FOR DETAILS.

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

5. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

4. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-232.

3. AZIMUTHS ARE TURNED CLOCKWISE FROM NORTH.

ELEVATIONS IN FEET, NAVD88.

2. COORDINATE SYSTEM NAD83 MISSISSIPPI EAST ZONE.

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2017.

NOTES:

/2

/2

AMENDED AFTER ADVERTISEMENT

R E

V

IS

E D B

Y A

M E

N D

M E

N T