Drawings_18B0018.pdf
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A N
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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LOWER END OF ITEM 422-R
STA. 4285+00
UPPER END OF ITEM 422-R
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C-101
C-102
C-103
C-104
AS ADVERTISE
G-001
R E
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TURF ESTABLISHMENT, ITEM 422-R
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W912EE-18-B-0018
U
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AUGUST 2018
EXISTING BASELINE
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GENERAL NOTES
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GENERAL NOTES
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SCALE: 1" = 200' 400'0 200'
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STA. 4285+00
LOWER END OF ITEM 422-R
S T
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S T A . 4286+
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TURFING AREA FROM STA. 4241+00 TO STA. 4285+00 (32 ACRES).1.
GENERAL NOTES
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A S
T A
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P L
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TURFING LIMITS STA. 4241+00 - STA. 4286+00
AS ADVERTISE
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SCALE: NONE
TABULATION - EXISTING LEVEE BASELINE TRAVERSE DATA
P.I. STATION AZIMUTH DISTANCE (X) COORDINATES (Y) ELEVATION
714A
715A
716A
717A
718A
719A
720A
721A
722A
723A
724A 4284+28.22
4273+89.93
232°18'05"
279°23'26"
4252+87.46
4232+80.01
4208+77.20
258°08'55"
258°01'37"
237°24'09"
293°13'13"
265°08'58"
4186+04.47
4176+80.60
4163+29.56
4151+16.84
4118+22.02
4091+55.67
271°31'55"
272°24'32"
272°18'02" 2666.35'
3294.82'
1212.72'
1351.03'
923.87'
2272.73'
2402.82'
2,061,775.787
2,062,624.820
2,063,971.014
2,065,183.303
2,068,475.215
2,071,139.411 999,195.238 105.035
999,302.263 105.157
999,440.753 105.368
999,473.174 103.962
999,358.933 105.455
999,723.186 105.785
2007.45'
2100.00'
1038.37'
2,059,861.072 998,498.787 105.145
2,057,510.530
2,055,545.870
2,053,474.014
2,052,652.413
998,000.317
997,588.040
997,930.684
997,295.711
105.638
105.522
104.533
104.422
TURFING LIMITS
L LEVEE ENLARGEMENT
B
RIVERSIDE
10'
LANDSIDE
10'
L STATE HWY. 603C
TYPICAL CROSS SECTION
LANDSIDE LEVEE ENLARGEMENT
BERM
EXISTING LEVEE
DISTANCE VARIES (SEE PLAN SHEETS) DISTANCE VARIES (SEE PLAN SHEETS)
R /W
/W
16'
GRAVEL NOT TO BE DISTURBED
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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.pltcfg9:33:46 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 422-R Turf Establishment/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/MRL-It
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| MRL-Item-422R_G-001 |
| MRL-Item-422R_C-101 |
| MRL-Item-422R_C-102 |
| MRL-Item-422R_C-103 |
| MRL-Item-422R_C-104 |
| MRL-Item-422R_C-301 |
| MRL-Item-422R_C-501 |
File details come from the government source that posted it.