MRLS 476-L RTA Plans.pdf
PDF 26 MB Posted
- Attached to
- W912DQ-22-B-1025 MRLS 476-L Levee Rehab
- Solicitation number
- W912DQ22B1025
About this file
This document provides details on a federal contract opportunity for construction services. The U.S. Army Corps of Engineers Kansas City District is soliciting proposals for construction activities to repair the Andrew County Levee in Missouri. The work includes earthwork, borrow site operations, stone placement, seeding, mulching, and other incidental tasks as needed. Offerors must have the capability to mobilize, load, and unload stone from accessible quarries along the Missouri River. Stone quarrying will be permitted year-round. The solicitation number is W912DQ22B1025 and proposals are due by the date specified in the System for Award Management. The selected contractor will be expected to furnish all necessary equipment, labor, materials, and supervision to satisfactorily complete the levee repair work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B.08.03 Amendt 0002 22B1025.pdf | ||
| B.08.03 Amendt 0001 22B1025.pdf | ||
| Question 1.pdf | ||
| MRLS 476-L RTA Specs.PDF |
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
FLOOD OF 2021
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SECTION IDENTIFICATION LETTER
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
OBJECT REFERENCED
CUTTING PLANE LINE
OBJECT REFERENCED
DETAIL IDENTIFICATION NUMBER
SECTION IDENTIFICATION LETTER
DETAIL BOUNDARY
WHERE SECTION IS SHOWN
SHEET NUMBER OF DRAWING
WHERE DETAIL IS SHOWN
SHEET NUMBER OF DETAIL
EXTERIOR VIEW LETTER
INTERIOR VIEW NUMBER
WHERE VIEW IS SHOWN
SHEET NUMBER OF DRAWING
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SHEET NUMBER OF DRAWING
PLAN NORTH
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SITE PLAN LINE STYLE LEGEND
SHEET NAMING LEGEND
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SAMPLE SHEET NAME: SAMPLE CADD FILE NAME:
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
5-DIGIT PROJECT CODE (TRI-SERVICE STANDARD)
2-DIGIT SHEET SEQUENCE (00-99)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT DISIPLINE DESIGNATOR (SEE ABOVE)
INTERDISCIPLINARY LEGENDS
DISCIPLINE DESIGNATION
PROPERTY LINE
CONSTRUCTION EASEMENT
CONSTRUCTION CONTRACT LIMIT
RIGHT OF WAY
FIBER OPTICS
TREE LINE
SANITARY WASTE
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
COMMUNICATION
NEW LEVEE
FEDERAL LEVEE
NON-FEDERAL LEVEE
BERM
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RIPRAP PLAN VIEW
WATER LINE
SANITARY SEWER - FORCE
TELEPHONE
DEMOLITION UTILITY LINE
STORM DRAIN
FENCE
RAILROAD
GUARDRAIL
ELECTRICAL SECONDARY
ELECTRICAL PRIMARY
SEE SHEET S-001 FOR LEGEND
TERMS AND ABBREVIATIONS
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUTOFF
NATURAL GAS MANHOLE
NATURAL GAS METER
MANHOLE ELECTRICAL
ELECTRICAL HANDHOLE
TELEPHONE MANHOLE
COMMUNICATION MANHOLE
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HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
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MONITORING WELL
COMMUNICATION VAULT
ELECTRICAL VAULT
NATURAL GAS VAULT
TELEPHONE VAULT
FIRE HYDRANT
HORIZONTAL VERTICAL CONTROL POINT
UTILITY POLE
COMPACTED EARTH
SITE PLAN SYMBOL LEGEND
MATERIAL SYMBOL LEGEND
CONCRETE
ROCK
RIPRAP
ASPHALT
SHEET REFERENCE SYMBOL LEGEND
FULL ELEMENT SECTION
PARTIAL ELEMENT SECTION
DETAIL INDICATOR
EXTERIOR ELEVATION
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
20' 40'0
N
DRAWING TITLE (TYP) NORTH ARROW
DETAIL TITLESECTION TITLE
STRUCTURAL LEGEND
CULVERT - DRAINAGE PIPE
RELIEF WELL
AGGREGATE SURFACING
GENERAL
SURVEY/MAPPING
GEOTECHNICAL
CIVIL GENERAL
CIVIL DEMOLITION
CIVIL SITE
CIVIL GRADING
CIVIL SITE PAVING
CIVIL SITE UTILITY
G-
V-
B-
C-
CD
CS
CG
CP
CU
ELECTRICAL POWER
ELECTRICAL LIGHTING
ELECTRICAL LIGHTING PROTECTION
ELECTRICAL SITE
ELECTRICAL DEMOLITION
ELECTRICAL
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MFRM_CS501.DGN
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CIVIL GENERALC- RC CIVIL RESOURCE DRAWINGS
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SC CLOSURE STRUCTURES
SC FLOOD CONTROL STRUCTURES
CONSTRUCTION ACCESS
SLOPE PROTECTION
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STATION
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SANITARY SEWER
SPECIFICATIONS
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ENGINEER OF RECORD
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ELECTRIC
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DRAWING
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DUCTILE IRON PIPE
DIMENSION
DIAMETER
DROP INLET
DEGREE
DRAIN BASIN
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CONTROL POINT
CONCRETE
COMMUNICATIONS
CORRUGATED METAL PIPE
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CURB INLET
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CATCH BASIN
CAPACITY
CONTRACTING OFFICER REPRESENTATIVE
CORPS OF ENGINEERS
CAST IRON
CONTROLED LOW STRENGTH MATERIAL
CENTER LINE
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BOTTOM OF STEEL
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CROSS SECTION - MRLS 476-L BASELINE, STA. 545+00
D5
SCALE: 1" = 20'
CROSS SECTION - MRLS 476-L BASELINE, STA. 549+00
A1
SCALE: 1" = 20'
CROSS SECTION - MRLS 476-L BASELINE, STA. 551+00
A5
SCALE: 1" = 20'
CROSS SECTION - MRLS 476-L BASELINE, STA. 552+60
CENTERLINE
MRLS 476-L
EXISTING SURFACE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CHANNEL CENTERLINE
1V:2H
ELEV. 821.67'
6'
EXISTING SURFACE
1V:2H
ELEV. 820.27'
6'
CONSTRUCTION LIMITS
CHANNEL CENTERLINE
CONSTRUCTION LIMITS
CENTERLINE
MRLS 476-L
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
EXISTING SURFACE
6'
1V:2H
ELEV. 822.37'
CENTERLINE
MRLS 476-L
CHANNEL CENTERLINE
6'
1V:2H
ELEV. 823.03'
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CHANNEL CENTERLINE
CENTERLINE
MRLS 476-L
EXISTING SURFACE
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-1+50 -1+30 -1+10 -0+90 -0+70 -0+50 -0+30 -0+10 0+10 0+30 0+50
810 810
815 815
820 820
825 825
830 830
835 835
840 840
845 845
-1+30 -1+10 -0+90 -0+70 -0+50 -0+30 -0+10 0+10 0+30 0+50 0+70
810 810
815 815
820 820
825 825
830 830
835 835
840 840
845 845
-1+30 -1+10 -0+90 -0+70 -0+50 -0+30 -0+10 0+10 0+30 0+50 0+70
810 810
815 815
820 820
825 825
830 830
835 835
840 840
845 845
-1+40 -1+20 -1+00 -0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60
810 810
815 815
820 820
825 825
830 830
835 835
840 840
845 845
SEE SHEET CS502 DETAIL A1 FOR TYPICAL BORROW SECTION DETAIL.3.
ELEV. AT 820.0 FEET. SEE PLAN SHEET CS201 FOR DETAILS.
STRUCTURES. BEGINNING INVERT ELEV. AT 823.2 FEET AND ENDING INVERT
CENTERLINE OF CHANNEL SHALL ALIGN WITH EXISTING DRAINAGE 2.
FOOT FLAT BOTTOM DITCH WITH SIDE SLOPES NOT TO EXCEED 1V:2H.
FINAL CONFIGURATION OF CHANNEL SHALL BE TRAPEZODIAL IN SHAPE, 6 1.
GENERAL NOTES
20' 40'0 20' 40'0
20' 40'020' 40'0
0 5' 10' 0 5' 10'
0 5' 10'0 5' 10'
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PROJECT BASELINE
PROJECT BASELINE
PROJECT BASELINE
SEE PROFILE ELEVATION
SEE PROFILE ELEVATION
SEE PROFILE ELEVATION
ELEV. 822.2'
EXCAVATION LIMITS
1V:2H
PROPOSED GRADE
1V:2H
PROPOSED GRADE
1V:2H
PROPOSED GRADE
1V:2H
PROPOSED GRADE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXCAVATION LIMITS
ELEV. 824.3'
EXCAVATION LIMITS PLANE
APPROX. FAILURE
1V:3H
PROPOSED GRADE
MIN. 1'
ELEV. 821.5
EXCAVATION LIMITS
EXISTING SURFACE
E1
SCALE: NTS
TYPICAL SUB-LEVEE SECTION - STA. 546+00
SCALE: NTS
TYPICAL LEVEE SECTION - STA. 461+00
E6
A1
SCALE: NTS
TYPICAL SUB-LEVEE SECTION - STA. 552+00
TOP WIDTH = 4'
TOP WIDTH = 4'
TOP WIDTH = 10'
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-0+50 -0+40 -0+30 -0+20 -0+10 0+10 0+20 0+30 0+40 0+50
815 815
820 820
825 825
830 830
835 835
840 840
845 845
-0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20
810 810
815 815
820 820
825 825
830 830
835 835
840 840
845 845
-0+65 -0+55 -0+45 -0+35 -0+25 -0+15 -0+5 0+5 0+15 0+25 0+35 0+45 0+55 0+65 0+75
805 805
810 810
815 815
820 820
825 825
830 830
835 835
NOTE: TOP OF LEVEE ELEVATION DOES NOT INCLUDE SURFACE AGGREGATE.
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55'
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GENERAL SHEET NOTES
PROJECT SITE CAN BE EXPECTED TO BE SIMILAR BUT NOT EXACT.
ILLUSTRATE HISTORIC RIVER STAGES AT RULO, NEBRASKA. STAGE TRENDS AT
THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS USED TO 4.
C.R.P. ELEVATION AT RIVER MILE 476 IS 824.78 FEET.3.
NAVIGATION STAGE. THE 2017 C.R.P. STAGE AT RULO IS 8.71 FEET.
CONSTRUCTION REFERENCE PLANE (C.R.P.) IS EQUAL TO THE NORMAL 2.
GAGE VERTICAL DATUM IS NAVD88.
RULO, NEBRASKA, RIVER MILE 498.0. GAGE ZERO VALUE IS 838.16 FEET M.S.L.
MISSOURI RIVER HYDROGRAPH DATA TAKEN FROM MISSOURI RIVER GAGE AT 1.
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2010 2011
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2012 2013
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2014 2015
DS: NWK_Screen.dscriptPD: NWK_pdf.pltcfg4:27:17 PM 7/26/2022
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1 98765432
®of Engineers
US Army Corps
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GENERAL SHEET NOTES
PROJECT SITE CAN BE EXPECTED TO BE SIMILAR BUT NOT EXACT.
ILLUSTRATE HISTORIC RIVER STAGES AT RULO, NEBRASKA. STAGE TRENDS AT
THIS SHEET IS FOR INFORMATIONAL PURPOSES ONLY, AND IS USED TO 4.
C.R.P. ELEVATION AT RIVER MILE 476 IS 824.78 FEET.3.
NAVIGATION STAGE. THE 2017 C.R.P. STAGE AT RULO IS 8.71 FEET.
CONSTRUCTION REFERENCE PLANE (C.R.P.) IS EQUAL TO THE NORMAL 2.
GAGE VERTICAL DATUM IS NAVD88.
RULO, NEBRASKA, RIVER MILE 498.0. GAGE ZERO VALUE IS 838.16 FEET M.S.L.
MISSOURI RIVER HYDROGRAPH DATA TAKEN FROM MISSOURI RIVER GAGE AT 1.
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2016 2017
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2018 2019
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2020 2021
| G-001 |
| G-002 |
| G-003 |
| CS101 |
| CS102 |
| CS103 |
| CS104 |
| CS105 |
| CS106 |
| CS107 |
| CS108 |
| CS109 |
| CS110 |
| CS111 |
| CS201 |
| CS202 |
| CS301 |
| CS501 |
| CS502 |
| RC101 |
| RC102 |
| RC103 |
| RC104 |
| RC105 |
| RC106 |
| V-401 |
| VH101 |
| VH102 |
File details come from the government source that posted it. Updated .