B.08.03 Solicitation Amendment 0002 MFRM_CS501.pdf
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- Attached to
- Manhattan Levee Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W912DQ21B1002
About this file
This pre-solicitation notice from the U.S. Army Corps of Engineers provides details on an upcoming Invitation for Bid for the Manhattan Levee Flood Risk Management Project in Manhattan, Kansas. The project scope includes approximately 14,600 feet of levee raises, underseepage control measures including 26 relief wells and 9,200 linear feet of berms, modification and replacement of existing drainage structures, and numerous utility relocations. The estimated value of the construction contract is between $25-100 million. Bids are due on the date and time specified in the solicitation, which is expected to be available on April 21, 2021 on beta.SAM.gov. Offerors must have an active SAM registration to be considered and ensure their registration includes the current version of FAR 52.204-26. Questions relating to the solicitation should be submitted through PROJNET once available.
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Text version
GEOTEXTILE
SURFACE
AGGREGATE
125'
75'
C OF LEVEE
CRUSHED ROCK SURFACING
C OF LEVEE
SURFACE
EXISTING GROUND
20' 5'
RANDOM FILL
W VARIES SEE RAMP SCHEDULE
C OF RAMP
SEED SLOPE SEED SLOPE
SUBGRADE
(TOP OF AGGREGATE)
EXISTING GRADE
1 ON 1
SLOPE VARIES
SURFACE
AGGREGATE
V A
R
IE
S END OF GEOTEXTILE
C OF LEVEE
5' 5'
STATION ON PLAN SHEET
TIE-IN REFERENCE
M
IN
.5
TOWARD RIVERSIDE
FOR DRAINAGE, 3/8" PER FT.
SUBGRADE, PROVIDE SLOPE
AGGREGATE SURFACE
LEVEE SLOPE
TYPICAL
2H:1V SLOPE
TYPICAL
2H:1V SLOPE
RANDOM FILL
TOP OF ACCESS RAMP
SURFACE
EXISTING GROUND
5'
C OF LEVEE
RANDOM FILL
TOP OF ACCESS RAMP
SURFACE
EXISTING GROUND
5'
C OF LEVEE
C OF LEVEEC OF LEVEE
1 ON 2
C OF RAMP
C OF RAMP
TOE OF LEVEE
10'
10'
10'
1 ON 2
1 ON 2
1 ON 2
20' 5'
C OF LEVEE
GEOTEXTILE
FOR DRAINAGE, 3/8" PER FT.
SUBGRADE, PROVIDE SLOPE
TYPICAL
2H:1V SLOPE
M
IN
.5
M
IN
.5
M
IN
.3
ADJACENT LEVEE
C OF TURNOUT
W
W
GEOTEXTILE
W VARIES SEE RAMP SCHEDULE
SEED SLOPE SEED SLOPE
SUBGRADE .
AGGREGATE SURFACE
TYPICAL
2H:1V SLOPE
GEOTEXTILE
EDGE OF RAMP
SEE PROFILE
TOP OF IMPERVIOUS
MINIMUM LEVEL OF PROTECTION/
5'
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TYPICAL LEVEE RAISE TIE-IN INTERFACE
M
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NOTE:
L
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PLAN
AGGREGATE SURFACE - RAMP & ROADS
A7 SCALE: NTS
SCHEDULE OF RAMPS AND TURNOUTS
10% GRADE
L
SECTION ON C OF RAMPL
A1 SCALE: NTS
10% GRADE
L
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L
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1 ON 3 1 ON 3
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RAMPS, LANDSIDE ONLY.
SURFACE ALL TYPE A
NOTE:
TYPE A
PLAN
TYPE B
PLAN
LANDSIDE RIVERSIDE
2% 2%
RIVERSIDELANDSIDE
L
2%
LANDSIDE
L
LANDSIDE RIVERSIDE
TYPICAL RAMP DETAILS
OF THE LEVEE CENTERLINE. OUTSIDE OF THAT LIMIT NO GEOTEXTILE IS REQUIRED.
GEOTEXTILE ON RAMP AT STATION 61+12 TEMPLE LANE IS LIMITED TO 30 FEET ON EACH SIDE 1.
NOTE:
F4 SCALE: NTS
1 O N
3 1 ON 3
2%
M
IN
AGGREGATE SURFACE - RAMP & ROADS
6. PEDESTRIAN RAMPS MUST MEET ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5%.
5. CONCRETE TRAIL SECTION FOR PEDESTRIAN RAMPS IS LOCATED IN VOLUME 2.
4. PEDESTRIAN RAMPS ARE TO BE CONCRETE. ALL OTHER RAMPS ARE AGGREGATE.
3. ELEVATION IN TABLE IS TOP OF RAMP PAVEMENT.
2. PLAN AND PROFILE FOR RAMP AT STATION 61+12 ON CS201.
1. RAMPS TO BE DEGRADED - SEE PLAN SHEET AND CROSS SECTIONS.
NOTE:
3. PLACE GEOTEXTILE FOR THE WIDTH OF SURFACING.
BERM FILL. MATERIAL NOT USED WITHIN RANDOM BERM FILL IS TO BE DISPOSED OF OFFSITE.
2. SEE SPECIFICATION 35 41 00.01 23 FOR OPTIONAL USE OF EXISTING AGGREGATE SURFACING WITHIN RANDOM
OF THE LEVEE.
INDICATED. SUBGRADE SLOPE FOR DRAINAGE, 3/8" PER FT TOWARD RIVERSIDE, APPLIES TO THE FULL LENGTH THE PROJECT WHERE A LEVEE RAISE OCCURS AND ABOVE THE MINIMUM LEVEL OF PROTECTION AS OF 84 IN VOLUME 2 IS TO BE PLACED ALONG THE TOP OF THE LEVEE THROUGH THE REMAINING LENGTH OF 19+50 ABOVE THE MINIMUM LEVEL OF PROTECTION AS SHOWN. "GRAVEL TRAIL SECTION" DETIAIL ON SHEET 79
1. AGGREGATE SURFACE SHALL BE PLACED ALONG THE TOP OF THE LEVEE FROM STATION 10+00 TO STATION
NOTES:
OF THE LEVEE.
INDICATED. SUBGRADE SLOPE FOR DRAINAGE, 3/8" PER FT TOWARD RIVERSIDE, APPLIES TO THE FULL LENGTH THE PROJECT WHERE A LEVEE RAISE OCCURS AND ABOVE THE MINIMUM LEVEL OF PROTECTION AS OF 84 IN VOLUME 2 IS TO BE PLACED ALONG THE TOP OF THE LEVEE THROUGH THE REMAINING LENGTH OF 19+50 ABOVE THE MINIMUM LEVEL OF PROTECTION AS SHOWN. "GRAVEL TRAIL SECTION" DETIAIL ON SHEET 79
1. AGGREGATE SURFACE SHALL BE PLACED ALONG THE TOP OF THE LEVEE FROM STATION 10+00 TO STATION
NOTES:
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