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"E""B"
SEE NOTE
"A
"
PI
P
E
DI
A
.
X X
6" - 8" RIP-RAP
HANDLAID OVER
GEOTEXTILE FABRIC "D
"
"C
"
RIP-RAP DETAIL
(SECTION "X-X")
NOT TO SCALE
NOTE:
SEE "PRE-CAST CONCRETE
END SECTION DETAIL" FOR
END SECTION LENGTH.
D
E
WA
L
L
WA
L
L
DI
A
.
SKIRT
R-2
1
1
2 "
R
R-1
DIA.
132 TAPER PER
INCH PER SIDE
WALL
1
1
2
" R
R-1
DIA.
WALL
C B
DI
A
.
WA
L
L
WA
L
L
0.0704'
A
DI
A
.
+
1
"
VERTICAL FLARE
SECTION "B-B"
HORIZONTAL FLARE
SECTION "B-B"
PLAN VIEW
SECTION VIEW
SECTION "A-A"
"A""A"
"B"
"B"
DIA.WALL G / T WT. SEC.A B C D E DIA. + 1"R-1 R-2 SKIRT
12"2"1 1 2 "530#4"24"48 1 8"72 7 8"24"13"10 116"9"3 1 2"
15"2 1 4"2"740#6"27"46"73"30"16"12 1 2"11"3 1 2"
18"2 1 2"2 1 2"990#9"27"46"73"36"19"15 1 2"12"4"
21"2 3 4"2 1 4"1,280#9"35"38"73"42"22"16 18"13"4"
24"3"2 1 2"1,520#9 1 2"43 1 2"30"73 1 2"48"25"16 1116"14"4 1 2"
27"3 1 4"2 1 2"1,930#10 1 2"48"25 1 2"73 1 2"54"28"17 3 4"14 1 2"4 1 2"
30"3 1 2"3"2,190#12"54"19 3 4"73 3 4"60"31"18 516"15"5"
36"4"3 1 2"4,100#15"63"34 3 4"97 3 4"72"37"24 116"20"5 1 2"
42"4 1 2"3 3 4"5,380#21"63"35"98"78"43"27 1 4"22"5 1 2"
48"5"4 1 4"6,550#24"72"26"98"84"49"28 1 8"22"5 3 4"
NOTES:
MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76.
PRE-CAST CONCRETE END SECTION DETAIL
NOT TO SCALE
(GROOVE-OUTLET END)
(TONGUE-INLET END)
2-YR EL: 825.87
10-YR EL: 826.76
100-YR EL: 828.04
TOP OF BANK EL: 830.00
1
33
1
3
1
5' BERM5' BERM
1.00%
2.92%
BOTTOM
EL: 824.00 TOP OF BERM
EL: 830.00
SPILLWAY
EL: 828.04
3
1
3
1
8' WIDE SPILLWAY
DRY BASIN SPILLWAY DETAIL
SCALE: NONE6" SUB-SURFACE
DRAIN
6" SUB-SURFACE
DRAIN RISER
OUTLET CONTROL
STRUCTURE #401
OUTLET CONTROL
STRUCTURE #401
TC EL: 827.95
DRY BASIN CROSS-SECTION ('A-A')
SCALE: NONE
STRUCTURE TO BE INSTALLED ON
6" COMPACTED #8 AGGREGATE
6"6"
OUTLET CONTROL STR. #401 DETAIL
SCALE: NONE
INV EL:
818.00 12
"
R
C
P
CL
A
S
S
I
I
I
NP EL:824.00
2.75" ORIFICE
EL: 824.00
6" SUB-SURFACE
DRAIN
EL: 821.50
2-YR EL:825.87
10-YR EL:826.76
100-YR EL:828.04
6"x6" NOTCH
EL: 827.45
TC EL:827.95
6"6"
30"x30"
R-4215-C