Drawings_18B0019.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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CONCORDIA PARISH, LOUISIANA

VICKSBURG DISTRICT

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CONCORDIA PARISH, LA

MISSISSIPPI RIVER

STA. 8673+00

STA. 8471+00

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UPPER LIMIT ITEM 357-R

LOWER LIMIT ITEM 357-R

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FC/MR&T, WEST BANK MISSISSIPPI RIVER LEVEES

TURF ESTABLISHMENT, ITEM 357-R

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VIDALIA-MORVILLE, LA., LEVEE AND BERMS

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W912EE-18-B-0019

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AUGUST 2018

'10'

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R/W LIMIT=FE

NCELINE

R/W LIMIT=FE

NCELINE

FENCELINE

R/W LIMIT=

R/W LIMIT

AZ 202°03'47"

AZ 211°03'18"

AZ 213°55'03"

AZ 206°59'15"

.5

AZ 319°47'39"

598.00'

245.00'

.7

AZ 262°07'49"

R/W LIMIT

.7

.7

625.00'

751.00'

AZ 267°33'19"

73°

615.50'

R/W LIMIT

R/W LIMIT R/W LIMIT

509.00'

358.00'

225.00'

475.00'

241.00'

AZ 68°11'07"

AZ 60°04'05"

AZ 53°04'08"

AZ 75°38'49'

294.30'

AZ 75°38'49'

286.79'

UPPER LIMIT ITEM 357-R

STA. 8471+00

AREA TO BE TURFED

EXISTING BASELINE

PI

-2 6A

PI

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PI

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PI

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PI

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PI

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1API

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PI

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+5 a a a a a a a a a a a a a a a a a a a a a

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GENERAL NOTES

PLAN TURFING LIMITS STA. 8471+00 TO 8515+00

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8598+81

R/W LIMIT=FENCELINE

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.0

A Z °5 '4

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R/W LIMIT

AZ 202°03'47"

AZ 191°56'11"

AZ 211°03'18" AZ 213°55'03"

AZ 206°59'15"

AZ 319°47'39"

598.00'

245.00'

AZ 262°07'49"

625.00' 615.50'

R/W LIMIT

R/W LIMIT

R/W LIMIT

509.00'

358.00'

374.00'

475.00'

241.00'

AZ 68°11'07"

AZ 60°04'05"

EXISTING BASELINE

PI

-3 0A

PI

-2 9A

PI

-2 8A

PI

-2 7A

PI

-2

6API

-2 5A

PI

-2 4A

AREA TO BE TURFED

EXISTING BASELINE

a a a a a a a a a a a a a a a a a 8

4+ a 8

9+ a 8

4+ a 8

9+ a a a a

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1. TURFING AREA FROM STA. 8515+00 TO 8602+50 (37 ACRES).

GENERAL NOTES

PLAN TURFING LIMITS STA. 8515+00 TO 8602+50

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0 8

R/W LIMIT

R/W LIMIT=L

EVEE TOE

R/W LIMIT=F

ENCELINE

R/W LIMIT=F

ENCELINE

R/W LIMIT

R/W LIMIT

170.00'

AZ 175°36'57"

AZ 173°20'25"

AZ 174°02'27"

582.00'

567.00'

AZ 242°08'26"

P I- A

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LOWER LIMIT

ITEM 357-R

STA. 8673

+00

AREA TO BE TURFED

EXISTING BASELINE

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741,378.307

742,428.333

740,407.217

736,503.846

738,199.225

743,681.156

743,631.538

743,350.545

742,794.372

742,957.553

IR PI-24A = STA. 8504+36.52

AZ. 253° 35' 38' DIST. 1295.96'

IR PI-23A = STA. 8491+40.56

AZ. 259° 45' 40" DIST. 918.03'

IR PI-22A = STA. 8482+22.53

AZ. 235° 32' 09" DIST. 694.47'

IR PI-21A = STA. 8475+28.06

AZ. 241° 58' 26" DIST. 703.62'

IR PI-20A = STA. 8468+24.44

AZ. 272° 35' 47" DIST. 1095.20'

IR PI-19A = STA. 8457+29.24

IR PI-28A = STA. 8580+32.40

AZ. 182° 07' 15" DIST. 1696.54'

IR PI-27A = STA. 8563+35.86

AZ. 210° 45' 53" DIST. 2569.61'

IR PI-26A = STA. 8537+66.25

AZ. 230° 41' 37" DIST. 1532.97'

IR PI-25A = STA. 8522+33.28

AZ. 234° 14' 22" DIST. 1796.76'

LANDSIDERIVERSIDE

EXISTING BASELINE TRAVERSE

YX

1,924,662.799

1,925,977.190

1,924,600.014

1,933,055.734

1,931,961.654

1,930,767.973

1,931,340.546

1,929,864.565

1,927,163.358

1,928,621.369

UNCOMPACTED FILL EXISTING GROUND SURFACE

RIVERSIDE LEVEE ENLARGEMENT

TYPICAL CROSS SECTION

SCALE: NONE

VARIES 10'TURFING LIMITS

R W

R W

DISTANCE VARIES (SEE PLAN SHEETS) DISTANCE VARIES (SEE PLAN SHEETS)

16'GRAVEL NOT TO BE DISTURBED

EXISTING BASELINE

DIST. VARIES

TURFING LIMITS

EXISTING LEVEE

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COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

C

ROAD

RUNOFF

F L

O W

A

SCALE: NONE

4"

A

PLAN

FLOW

1. EXCAVATE THE TRENCH.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

POINTS A SHOULD BE HIGHER THAN POINT B

B

WIDTH

BALE

2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

STRAW BALE DETAILS

STORAGE HEIGHT.

9" (MAX. RECOMMENDED)

(FILLED BY WEDGING WITH STRAW).

3. GAPS BETWEEN BALES SHALL BE CHINKED

SCALE: NONE

CONSTRUCTION OF A STRAW BALE BARRIER

SILT SCREEN FENCE IN DRAINAGE

ELEVATION

SCALE: NONE

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

FLOW

FLOW

PLAN

STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

(M

IN

(M

IN

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

REQUIREMENTS.

SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL

REGULATIONS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND

ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS AND

PLAN, INCLUDING ADDITIONAL PROTECTION MEASURES ARE REQUIRED, TO ASSURE

WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE

LEVEL OF PROTECTION REQUIRED AT ALL TIMES, THE CONTRACTOR SHALL CONSIDER HIS

NOT FULLY ADDRESS ALL CONCERNS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM

5. THE ENVIORNMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT DRAWINGS MAY

BASELINE STATIONING.

4. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE EXISTING LEVEE

EFFICIENCY.

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

SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE

NECESSARY.

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

BEST MANAGEMENT PRACTICES NOTES:

DEPARTMENT OF ENVIRONMNETAL QUALITY REGULATIONS.

DRAWING SHALL BE USED TO CONTROL RUNOFF IN ACCORDANCE WITH LOUISIANA

CONTROLS, OTHER BEST MANAGEMENT PRACTICES SUCH AS THOSE SHOWN ON THIS

HOWEVER, IN ANY AREAS WHERE FLOW IS CONCENTRATED WITHOUT SUFFICIENT SWPP

OF EXISTING VEGETATIVE BUFFERS ALONG PERIMETER OF SITE TO CONTROL RUNOFF.

OTHER REPAIRS ARE PERFORMED. IT IS ANTICIPATED THAT CONTRACTOR WILL MAXIMIZE USE

THESE VEGETATIVE CONTROLS IN SOME AREAS, PARTICULARLY WHERE HEAVIER DISKING OR

THROUGH VEGETATION AND VEGETATIVE BUFFERS. TURFING OPRATIONS MAY DISTURB

EXISTING SITE CONDITIONS GENERALLY CONTROL SWPP RUNOFF CONCERNS

GENREAL NOTE:

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:39:02 AM 8/16/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Levees/MRL Item 357-R Turf Establishment/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-It

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