HomeMy WebLinkAbout2666-28VARIES
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VARIES
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FROM 2'-6" VARIES SYMETRICAL ABOUT V
&
,_0,�
2 TO 0' -0" FROM 4'-0" TO 2'-0" FROM 4' -
0 0
F�
LINE "E5"
0+28.00
1584.50
36"
0+30.18
1572.10
0 0
/
2 #5 BARS AS SHOWN
0+36.97
IZ V)
I
I
I
Fc-,,jl FN—1
<r <
uo V)
(J CaJ
0 C)_
#6@12"
'
co Lo
V) M V)
Q� 0 o:: 0
> LL >�
6"-#7@6„
1, _o„ , #7@12" - I r I I MUIX i v I I L 1 1vl11M
PERPENDICULAR #7@12" PLACE CONTINUOUS GALLERY
TO FACE OF WALL #6@12" OF PERVIOUS MATERIAL
TRANSITION STRUCTURE - SECTION STA.❑2 TO STA.131.
SCALE: 1"- 1'-0" WEEPHOLE AT V-6" O.C. WITH
0
Qo
WEEPHOLE AT V-6" 0. C. WITH
3" DIA PERFORATED PIPE
(BITUMINOUS FIBER. VCP,
PVCr OR AC). TRIM TO MATCH
SLOPE OF WALL. PLUG EARTH
END WITH PIPE CAP OR RUBBER
COUPLING AND STOPPER.
6'-0" @ STA Fil
#7@12 "
#6@12".
TRANSITION STRUCTURE - SECTION STA,F31
SCALE: 111m 11-0"
#5@6"
BOTH WAYS
EACH FACE
GEOTEXTILE
FABRIC
r`
3" DIA PERFORATED PIPE
(BITUMINOUS FIBERS VCP.
PVC. OR AC). TRIM TO MATCH
SLOPE OF WALL. PLUG EARTH
END WITH PIPE CAP OR RUBBER
COUPLING AND STOPPER.
CGOLF COURSE FINISHED GRADE
---------------------------------------------------
------ -----------------------------------------
LINE 1
STA.2❑
REINFORCED
CONCRETE PIPE
DIAMETER, Dq OF
REINFORCED CONCRETE PIPE
1 -FOOT THICK REINFORCED
CONCRETE CRADLE WALL
°OoO O ! c0�
OOO�O
1 ' -6'' 1 AS REQUIRED r 1 ' -6"
EXISTING GRAVEL LAYER
CRADLE WALL
L I NE ❑
STA. F2]
ELEV. F3]
D I A. F41
L I NE "A2 "
0+35.23
Q
F�
LINE "E5"
0+28.00
1584.50
36"
0+30.18
1572.10
i
/
2 #5 BARS AS SHOWN
0+36.97
IZ V)
I
I
I
EACH FACE
x z
+�c
0 C)_
3 CLR (TYP ALL FACES)
6„
r---
I �, / I
I
#5 @ 12" O.C. BOTH
() V'
I I
�'-- �'/ I
I I
WAYS EACH FACE
I
EXISTING
I
I I
I I
I I (
I
I
FILTER FABRI C
r�
II
I !
I I
I
I I
ELEV. 3
°OoO O ! c0�
OOO�O
1 ' -6'' 1 AS REQUIRED r 1 ' -6"
EXISTING GRAVEL LAYER
CRADLE WALL
L I NE ❑
STA. F2]
ELEV. F3]
D I A. F41
L I NE "A2 "
0+35.23
1533.50
24 "
LINE "E5"
0+28.00
1584.50
36"
2 CRADLE WALL
SCALE: 1"- P-0"
TRANSITION STRUCTURE SCHEDULE 1 & 3
LINE
STA.lfl
STA. [3]
INV. EL. a
INV. EL. [5]
LINE "82"
0+17.35
0+37.35
1536.17
1536.37
LINE "G2"
0+10.18
0+30.18
1572.10
1572.30
LINE "E2"
0+16.97
0+36.97
1608.17
1608.37
PLACE CONTINUOUS GALLERY
OF PERVIOUS MATERIAL
- SECTION
"AS BUILT" DING. FEB. 2000
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