FMMSE2B_VOL1_CS501 - Amendment 0001.pdf
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- Attached to
- Fargo Moorhead Metropolitan (FMM) Area Flood Risk Management Project, Southern Embankment Reach SE-2B
- Solicitation number
- W912ES23B0005
About this file
This solicitation is for construction services for the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-2B. The project consists of constructing 1.76 miles of dam embankment with associated infrastructure under the base work, and has two options to extend the embankment an additional 2.42 miles and conduct limited grading. Services include building the embankment, borrow ditch, drainage ditch, box culverts at road crossings, a weir, culverts and flap gates. The contract will be a firm fixed-price contract awarded through an unrestricted invitation for bid between $25-$100 million. The NAICS code is 237990 and size standard is $45 million. The solicitation is available on SAM.gov and interested vendors must register in SAM to view the vendor list. Registration in SAM is also required to do business with the Department of Defense. The agency is the Department of the Army Corps of Engineers, St. Paul District.
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Text version
8" AGGREGATE
DAM EMBANKMENT
SLOPE
TOP OF
TRM
AND SEED
6" TOPSOIL
TYPE R1
GEOTEXTILE
ANCHOR PIN (TYP)
OCCURS UNDER AGGREGATE
UNDER GEOTEXTILE WHERE OVERLAP
EXTEND TRM 3' MIN. PLACE TRM
AND SEED
6" TOPSOIL
AND HYDRO-MULCH
1" TOPSOIL, SEED
DAM EMBANKMENT
CONTROL LINE
3'1.5'
TRENCH
INSPECTION
VERTICAL FEET
EACH STEP 2
EXCAVATION LINE
DAM
EMBANKMENT
1' MIN
1' MIN
1V:4H
AND HYDRO-MULCH
1" TOPSOIL, SEED
TOE OF SLOPE
AND SEED
6" TOPSOIL
GROUND
EXISTING
AND SEED
6" TOPSOIL
PIN (TYP)
ANCHOR
EXISTING SOILS
FILL TRENCH WITH
1' MIN
' M
IN
1' MIN
TRM
3'
AND SEED
TOPSOIL
GRADE
FINISHED
BEDDING
TYPE 1
GEOTEXTILE
NOTES:
3'
1. DIMENSIONS PROVIDED ARE MINIMUM DIMENSIONS.
2. MASS BALANCE CALCULATIONS ARE BASED ON A 3'
TRENCH BOTTOM WIDTH.
SLOPE
1V:2H CUT
FILL
IMPERVIOUS
TRENCH
INSPECTION
18" STRIPPING
GROUND
EXISTING
EMBANKMENT
DAM
CENTER OF DAM EMBANKMENT
LOCATE TRENCH BELOW
3'
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200+00, 226+00, 252+00, 278+00, AND 325+00.
THE CENTER OF THE TURN OUTS WILL BE LOCATED AT SE-2B-STA'S 146+020, 6.
ENTIRE SE-2B PROJECT.
TRM SHALL BE PLACED ON THE UPSTREAM SLOPE EMBANKMENT FOR THE 5.
SLOPE.
APPLICATION WITH THE EXCEPTION OF THE ANCHOR TRENCH AT THE TOE OF
TRM SHALL BE INSTALLED PER MANUFACTURER'S METHOD FOR SLOPE 4.
USE 12 INCH MINIMUM, LONG STEEL T OR U-SHAPED PINS AT 2 FEET. 3.
ALL ANCHOR TRENCHES.
USE 12" TWIST PINS SPACED PER MANUFACTURERS RECOMENDATIONS FOR 2.
USE 8" LONG TWIST PINS SPACED PER MANUFACTURER'S RECOMENDATIONS. 1.
GENERAL SHEET NOTES
(BORROW DITCH)
UPSTREAM
(DRAINAGE DITCH)
DOWNSTREAM
E5
DETAIL - TURN OUT
0 60'30'SCALE : 1"=30'-0"E1
DETAIL - INSPECTION TRENCH
SCALE : NTS
C8
DETAIL
SCALE : NTS
SCALE : NTSA1
DETAIL - DAM EMBANKMENT TRM (SEE APPLICABLE GENERAL SHEET NOTES)
SCALE : NTSA8
DETAIL
12'
2% SLOPE
1V:4 H 1V:4H
15'
SURFACE COURSE
8" AGGREGATE
GEOTEXTILE TYPE R1
DAM EMBANKMENT
CL
AGGREGATE SLOUGH
C8
A8
C1
TOP IMPERVIOUS FILL
6" TOP SOIL
24'-0"25'-0"25'-0"24'-0"
TURN OUT
CL
CONTROL LINE SE-2B
DAM EMBANKMENT
TOE OF EMBANKMENT
TOE OF EMBANKMENT
TOP OF EMBANKMENT
TRM ANCHORING AT TOP OF SLOPE
TRM ANCHOR TRENCH TOE OF SLOPE
C5
DETAIL
SCALE : NTSC1
DETAIL - INSPECTION TRENCH
SCALE : NTS
CULVERT AND DROP STRUCTURE RIPRAP-TOPSOIL TRANSITION TYPICAL
SEED AND HYDRO-MULCH
TRM OVERLAYED WITH 1" TOPSOIL,
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