RFRMUH11_C-503det_22X34.pdf
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Revised Drawing C-503 22X34
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Bc
/2 B c
P
IP
E E
M B
E D
M E
N T Z
O N
E Bc
P
IP
E E
M B
E D
M E
N T Z
O N
E
MAX = Bc + 45"
MIN = Bc + 30"
MAX = Bc + 45"
MIN = Bc + 30"
" CRUSHED ROCK4
ROCK BEDDING
PIPE
PIPE
GRANULAR BEDDING
GRANULAR BEDDING
OR SEW SEAMS
OVERLAP SEAMS A MINIMUM OF 24 INCHES
WRAP ROCK BEDDING IN TYPE III GEOTEXTILE
3' MIN.
HDPE PERFORATED PIPE
12" CORRUGATED
" 9
MNDOT 3149.2H
COARSE FILTER AGGREGATE
4" TOPSOIL & SEED
15'6'
(3"-12" SIZE)
12" RIPRAP
9" BEDDING B1
4" TOPSOIL AND SEED
SAND
VENTED PVC CAP
TOP OF CASING WITH
2" SCH 40 PVC RISER PIPE
AND SLURRY PUMP
INSTALLED WITH TREMIE PIPE
HYDRATED BENTONITE SLURRY
HYRATED BENTONITE GRANULES
#45 / 55 FINE SAND
SAND PACK
#30 FLINT SAND
FILTER PACK
0.010" CONTINUOUS SLOT
2" SCH 40 PVC WELL SCREEN
.5
8"
V A
R
IE
S
ELEV. VARIES
EXISTING GROUND
SLOPE AS NEEDED
BENEATH BEDDING B1
NON-WOVEN GEOTEXTILE
NON-WOVEN GEOTEXTILE (SEE NOTES).
WRAP COARSE FILTER AGGREGATE WITH
NOTE:
1.5
1.5
BENEATH ALL LEVEES UNLESS OTHERWISE SHOWN ON PLAN AND PROFILE.
1. PIPE BEDDING AND TRENCH BACKFILL SHALL CONSIST OF EXISTING CLAY SOILS
TOPSOIL
INV. 1035.0
CENTERLINE
DIVERSION CHANNEL
1.00%
CHANNEL SLOPE TOE PROTECTION
DETAIL
SCALE: NONE
C-301
SCALE:
DETAIL
NONE
PIPE BEDDING IN WET CONDITIONS
C-506
SCALE:
DETAIL
NONE
PIPE BEDDING IN DRY CONDITIONS
C-506
20 DETAIL
DEWATERING TRENCH
SCALE: NONE
LP-101
C-101 C-301
DIVERSION CHANNEL
NOTES:
2. SCREENED INTERVAL EL. 1035-1040 FOR P-3 & P-4
1. SCREENED INTERVAL EL. 1026-1033 FOR P-1 & P-2
C-102 C-101
DETAIL
SCALE: NONE
PIEZOMETER
NOTES:
IS PLACED.
THE COARSE FILTER AGGREGATE UNTIL TOPSOIL
TO PREVENT SEDIMENT OR SOIL FROM ENTERING
OVERLAPS USED AT THE TOP OF THE TRENCH
TEMPORARILY ANCHOR SANDBAG ANY
1. SEW SEAMS OR OVERLAP A MINIMUM OF 18"
M A
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IDENTIFICATION
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US Army Corps of Engineers
US Army Corps a u t o t im e
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