Amendment_0002_CS308_FULL_AMEND0002.pdf
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- Fargo Diversion Inlet Structure Federal contract opportunity
- Solicitation number
- W912ES-16-R-0002
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Amendment 2 Full Size Drawing CS308
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12" STRIPPING (TYP.)
EXISTING GROUND
15'
CONTROL LINE "O"
IMPERVIOUS FILL
INSPECTION TRENCH
(CONCEPTUAL VIEW)
CONTROL BUILDING
CONTROL LINE "T"
3" RADIUS6
-1 /2
8"
PARKING LOT GRADE
6" TOPSOIL
CONTROL LINE "R"
DRY SEED MIX
SEE PROFILE FOR EL.
DRY SEED MIX
39.5'4'
7.5'
SECURITY FENCE
SECURITY FENCE
12" TOPSOIL
IMPERVIOUS FILL
(IMPERVIOUS FILL)
RT DAM EMBANKMENT
7.5'4'
SEE NOTES FOR BASE REQ.
6" CONCRETE SIDEWALK
3'
GEOTEXTILE TYPE 2
8" AGGREGATE BASE COURSE
2'-6" VARIABLE
SEE SHEET SJ104 FOR DETAILS
STRUCTURAL FILL
WW MESH
REINFORCING (24" OC EW)
12' 31.8' 20' 10'
GEOTEXTILE FABRICE, TYPE 2
6" AGGREGATE BASE COURSE
6" REINFORCED CONCRETE PAVEMENT
TOE
4'
TOE
FIRST 4' AS INDICATED ON SHEET SJ104
STRUCTURAL FILL BELOW PAVEMENT
LIMITS AS INDICATED ON SHEET SJ104
PROVIDE STRUCTURAL FILL BASE THICKNESS AND
6" CONCRETE WALKWAY WITH INTEGRAL CURB
.0
STRUCTURAL FILL AS INDICATED ON SHEET SJ104
(RANDOM FILL)
EMB
6" AGGREGATE BASE COURSE
CONCRETE PARKING LOT
6" REINFORCED
CS401
AT ENDS OF LOT; SEE SHEET
CURB HEAD HEIGHT VARYS
12" TOPSOIL (TYP.)
4" TOPSOIL
3'
8" AGGREGATE BASE COURSE
2.5" ASPHALT PAVEMENT (BY OTHERS)
GEOTEXTILE TYPE 2
12" STRIPPING (TYP.)EXISTING GROUND
0 20 40 60 80 100-20-40-60-80-100
CLCL
-30-40 -20 -10 0 10 20 30 40 50
R 9+10
60 70 80 14013012011010090
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US Army Corps of Engineers
US Army Corps
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CS308
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HORIZONTAL SCALE
VERTICAL SCALE
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LEFT DAM EMBANKMENT
K
HORIZONTAL SCALE
VERTICAL SCALE
CS401 CONTROL BUILDING AND PARKING
STA. R 9+10
0 10' 20'
0 10' 20'
40'10'0 20'
0 10' 20'
2% 1V:4H
2% 2%
2% 2%
1V:4 H
SCALE: NTS
CONCRETE WALKWAY WITH INTEGRAL CURB
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W E
S -1
-R -0
50' VFZ50' VFZ
PARKING LOT PAVEMENT UNLESS OTHERWISE NOTED ON SHEET SJ104.
PROVIDE 6" THICK AGGREGATE BASE COURSE BELOW CONCRETE2.
BELOW CONCRETE WALKWAYS.
SEE STRUCTURAL FILL REQUIREMENTS ON SHEET SJ104 FOR BASE1.
SECTION
SECTION
DETAIL
BOTH WAYS CONCRETE PARKING LOT PAVEMENT.
OF SIDEWALK. PROVIDE #4 DEFORMED BAR REINFORCING, SPACED 24" OC
SIDEWALK; CUT INTO SECTIONS PROVIDING 6" CLEARANCE ALONG EDGES
PROVIDE WELDED WIRE MESH 6X6 W1.4/1.4 REINFORCING ALL AREAS OF 4.
SUBGRADE, SEAL TOP 1/2" WITH JOINT SEALANT.
JOINT WITH PRE MOLDED FILLER, EXTEND THROUGH SLAB THICKNESS TO
PROVIDE 1/2" ISOLATION JOINT BETWEEN SIDEWALK AND STRUCTURE, FILL3.
TOE OF EMBANKMENT.
VEGETATION FREE ZONE (VFZ) EXTENDS 50' FROM2.
DRY SEED MIX REQUIRED ON DAM SIDE SLOPES.1.
NOTES:
NOTES:
NOTES:
VARIES - SEE NOTE 4
FOR 10' FROM BUILDING.
SLOPE TO DRAIN AWAY FROM CONTROL BUILDING. MINIMUM OF 3%4.
TOPSOIL DEPTH 4". SEE STRUCTURAL FILL DETAILS SHEET SJ104.
TOPSOIL DEPTH VARIES OVER BUILDING STRUCTURAL FILL, MINIMUM 3.
CONTROL BUILDING SITE AS INDICATED ON SECTIONS.
PROVIDE IMPERVIOUS FILL BELOW LIMITS OF PARKING LOT AND 2.
EDGE OF PAVEMENT.
AND PARKING LOT ACCESS DRIVES. PROVIDE 3' OF OVERLAP BEYOND
PROVIDE GEOTEXTILE FABRIC, TYPE 2 BELOW EXTENT OF PARKING LOT1.
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1 1
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