B.08.Amendment W912EE25BA006-0002_Drawings.pdf
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- Attached to
- Tensas Parish, LA, Point Pleasant-Yucatan, LA, Levee Enlargement and Berms, MRL Item 411-R, FC/MR&T, WBMRL
- Solicitation number
- W912EE25BA006
About this file
This document is a set of engineering drawings for the U.S. Army Corps of Engineers Vicksburg District's levee enlargement project in Tensas Parish, Louisiana. The project, designated as MRL Item 411-R, involves levee enlargement and berm construction along the West Bank Mississippi River Levees between Point Pleasant and Yucatan, LA. The technical drawings (Sheet C-504) provide detailed specifications for culvert and traverse installations, including 72" and 48" Corrugated Metal Pipe (CMP) configurations, with specific notes indicating predetermined traverse locations at stations 4969+75 and 4983+40. The drawings outline precise technical details for road crossings, fill compaction, slope gradients, and infrastructure integration, with scales and cross-sectional views detailing the proposed engineering modifications to the existing levee system.
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BORROW AREA 1
BORROW AREA 2
YUCATAN LAKE
TENSAS PARISH, LOUISIANA
LOWER END OF ITEM 411-R
STA. 5029+68
UPPER END OF ITEM 411-R
STA. 4890+00
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MMMM YYYY
W912EE-25-R-A006
TENSAS PARISH, LOUISIANA
POINT PLEASANT - YUCATAN, LA
LEVEE ENLARGEMENT AND BERMS, MRL ITEM 411-R
FC/MR&T, WEST BANK MISSISSIPPI RIVER LEVEES
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3RD BCOES REVIEW BACKCHECK
G-001
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Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
INDEX TO DRAWINGS
SHEET ID TITLE LINE 1 TITLE LINE 2 TITLE LINE 3
G-001 COVER SHEET
B-001 SOIL BORING LEGEND
B-101 BORING AND CONE PENETROMETER TEST LOCATIONS
B-201 BORROW BORING PROFILES
B-202 FOUNDATION AND TERTIARY BORING PROFILES
C-001 RIGHT OF WAY LIMITS
C-101 PLAN AND PROFILE STA. 4890+00 TO 4920+00 SHEET 1 OF 5
C-102 PLAN AND PROFILE STA. 4920+00 TO 4950+00 SHEET 2 OF 5
C-103 PLAN AND PROFILE STA. 4960+00 TO 4980+00 SHEET 3 OF 5
C-103 PLAN AND PROFILE STA. 4960+00 TO 5010+00 SHEET 4 OF 5
C-105 PLAN AND PROFILE STA. 5010+00 TO 5209+68 SHEET 5 OF 5
C-106 BORROW AREA EXCAVATION PLAN AND TYPICAL SECTION
C-302 TYIPCAL SECTIONS SHEET 1 OF 2
C-302 TYPICAL SECTIONS SHEET 2 OF 2
C-303 CROSS SECTIONS STA. 4890+00 TO 4894+00 SHEET 1 OF 29
C-304 CROSS SECTIONS STA. 4895+00 TO 4899+00 SHEET 2 OF 29
C-305 CROSS SECTIONS STA. 4900+00 TO 4904+00 SHEET 3 OF 29
C-306 CROSS SECTIONS STA. 4905+00 TO 4909+00 SHEET 4 OF 29
C-307 CROSS SECTIONS STA. 4910+00 TO 4914+00 SHEET 5 OF 29
C-308 CROSS SECTIONS STA. 4915+00 TO 4919+00 SHEET 6 OF 29
C-309 CROSS SECTIONS STA. 4920+00 TO 4924+00 SHEET 7 OF 29
C-310 CROSS SECTIONS STA. 4925+00 TO 4929+00 SHEET 8 OF 29
C-311 CROSS SECTIONS STA. 4930+00 TO 4934+00 SHEET 9 OF 29
C-312 CROSS SECTIONS STA. 4935+00 TO 4939+00 SHEET 10 OF 29
C-313 CROSS SECTIONS STA. 4940+00 TO 4944+00 SHEET 11 OF 29
C-314 CROSS SECTIONS STA. 4945+00 TO 4949+00 SHEET 12 OF 29
C-315 CROSS SECTIONS STA. 4950+00 TO 4954+00 SHEET 13 OF 29
C-316 CROSS SECTIONS STA. 4955+00 TO 4959+00 SHEET 14 OF 29
C-317 CROSS SECTIONS STA. 4960+00 TO 4964+00 SHEET 15 OF 29
C-318 CROSS SECTIONS STA. 4965+00 TO 4969+00 SHEET 16 OF 29
C-319 CROSS SECTIONS STA. 4970+00 TO 4974+00 SHEET 17 OF 29
C-320 CROSS SECTIONS STA. 4975+00 TO 4979+00 SHEET 18 OF 29
C-321 CROSS SECTIONS STA. 4980+00 TO 4984+00 SHEET 19 OF 29
C-322 CROSS SECTIONS STA. 4985+00 TO 4989+00 SHEET 20 OF 29
C-323 CROSS SECTIONS STA. 4990+00 TO 4994+00 SHEET 21 OF 29
C-324 CROSS SECTIONS STA. 4995+00 TO 4999+00 SHEET 22 OF 29
C-325 CROSS SECTIONS STA. 5000+00 TO 5004+00 SHEET 23 OF 29
C-326 CROSS SECTIONS STA. 5005+00 TO 5009+00 SHEET 24 OF 29
C-327 CROSS SECTIONS STA. 5010+00 TO 5014+00 SHEET 25 OF 29
C-328 CROSS SECTIONS STA. 5015+00 TO 5019+00 SHEET 26 OF 29
C-329 CROSS SECTIONS STA. 5020+00 TO 5024+00 SHEET 27OF 29
C-330 CROSS SECTIONS STA. 5025+00 TO 5029+00 SHEET 28 OF 29
C-331 CROSS SECTIONS STA. 5029+68 SHEET 29 OF 29
C-501 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
C-502 LEVEE TYPICAL DETAILS
C-503 RAMP TYPICAL DETAILS
C-504 TYPICAL DETAILS TRAVERSE AND CULVERTS --
C-505 CATTLE GUARD TYPICAL DETAILS
C-506 DITCH TYPICAL DETAILS
C-601 CIVIL TABULATIONS
72" DIA. CMP
1 ON 3 1 ON 3
CL HAUL ROAD
EXISTING PIT GROUND SURFACE
WATER SURFACE
INVERT EL. INVERT EL.
HAUL ROAD TRAVERSE
ONE LINE OF 72" CMP REQUIRED
94'
30' 90°
HAUL ROAD SURFACE
3'
1' 1'
COMPACTED FILL
1 ON 11 O
N 1
SEMICOMPACTED FILL
3 FT COMPACTED FILL "MINIMUM COVER"
CL HAUL ROAD
1 ON 1.5
1 O N 1.
TOP BANK
TOP BANKTOP BANK
TOP BANK
1 ON 31 ON 3 1
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DITCH CL
CL FIELD ROAD
18'
48" DIA. CMP
18.0'
CL RAMP
1 ON 3 1 ON 3RAMP
48" dia. CMP
EL. 66.8EL. 66.8
52.0'
1 ON 10
CL DITCH 1
COMPACTED FILL SEMICOMPACTED FILL
SEMICOMPACTED FILL
1 ON 1
1 O N 1
1 ON 1
1 O N 11'
EXISTING GROUND SURFACE
90°
1'
RAMP
1.5' M
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C-504
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1. TRAVERSES AT APPROXIMATE STA. 4969+75 AND STA. 4983+40 SHALL BE
LEFT IN PLACE.
2. HAUL ROAD WIDTH SHALL BE AS SPECIFIED IN SPECS SECTION 31 23 00.00 09
EXCAVATION, PARAGRAPH HAUL ROADS.
3. ALL TRAVERSES ARE PREDETERMINED.
4. STATIONING SHOWN IS NEW LEVEE CENTERLINE.
NOTES
CULVERT TABULATION
STATION ROAD WIDTH CULVERT SIZE CULVERT LENTH INVERT EL.
4969+75 30'-0" 6'-0" 64'-0" 62.00
4983+40 30'-0" 6'-0" 64'-0" 62.00
F1 TYPICAL SECTION; 72" CMP CULVERT INSTALLATION
SCALE: NTS F4 TYPICAL SECTION; TRAVERSE; STA. 4969+75 AND 4983+40
SCALE: NTS
B5 48" CMP TYPICAL PLAN
SCALE: NTS
D4 48" CMP TYPICAL CROSS SECTION
SCALE: NTS
B2 48" CMP CULVERT TYPICAL PROFILE
SCALE: NTS
| Sheets and Views |
| G-001 |
| C-504 |
File details come from the government source that posted it. Updated .