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UP
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IN
EL= 383.59
m
SW 1/4 OF THE SE 1/4 OF SECTION 4, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
6" PERF. PVC VAULT DRAIN 0 S =1.0% (MIN)
FACE OF OF...CURB __ _
oil 1.0' FE 359.13
I 0 vi - FE =359.1
V 011
AA
FE= 358.64 X
J3: I� — VALLEY IN FLOOR -n S =0.13% FLOOR S =0.52% FLOOR FE= 358.51
' ij ---
w VALLEY IN FLOOR
:RATE(I0 -
9 I.a FE =FLOOR ELEV(TYP.) QII
24"0 ACCESS
m x W
f O MANHOLE W/
o �I I� LOCKING LID
N m 1 0 FINISH GRADE = 384.37
IIJ
FE 359.12
6" PERF. PVC VAULT DRAIN ® S=1.07 (MIN)
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R I'll,
5'X10' REMOVABLE
GRATE
12" OUTLET, EL= 363.30
BOTTOM OF RISER, EL= 361.28 w
'--1/2 "0 ORIFICE
VAULT
DETENTION REQUIRED= 12,960 CU.FT.
WATER QUALITY REQUIRED =3,830 CU. FT
DETENTION PROVIDED:
12.09' *15.0' *72.09'= 13,019 CU.FT.
WATER QUALITY PROVIDED:
4.14' *15.0' *72.09'= 4,477 CU.FT.
CEILING .ELEV. 376.22
DESIGN WS= 363.30
FE =FLOOR ELEV(TYP.)
BACK OF CJRB
_.
>A.. iF ';IRci
FINAL INSPECTION OF VAULT INTERIOR
HAS NOT YET BEEN COMPLETED.
24 "0 ACCESS
MANHOLE W/
384.34 LOCKING LID
ELF
25.00'
J
3
w STEPS
Q WQ CELL #1
m VOL= (360.00- 363.58) *15 *25 =1342 C.F.
ELF
BAFFLE
WQ DESIGN W5= 363.58n
Fl Fv_3Ai 1R INLET -36209 9
INSIDE = 72.09'
CROSS SECTION INSIDE OF SOUTH WALL
7 08
IFE=FLOOR
CROSS SECTION AT BAFFLE WALL
VAULT PER GEOTECHINCAL
REQUIREMENTS (TYP.)
SURVEY DATA PROVIDED BY,
BY KEN R. ANDERSON & ASSOC.
By:
5 0 5 10 By.
1 "= 5 By:
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R- 341210
AS -BUILT
08/15/2013
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
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EL= 383.59
m
SW 1/4 OF THE SE 1/4 OF SECTION 4, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
6" PERF. PVC VAULT DRAIN 0 S =1.0% (MIN)
FACE OF OF...CURB __ _
oil 1.0' FE 359.13
I 0 vi - FE =359.1
V 011
AA
FE= 358.64 X
J3: I� — VALLEY IN FLOOR -n S =0.13% FLOOR S =0.52% FLOOR FE= 358.51
' ij ---
w VALLEY IN FLOOR
:RATE(I0 -
9 I.a FE =FLOOR ELEV(TYP.) QII
24"0 ACCESS
m x W
f O MANHOLE W/
o �I I� LOCKING LID
N m 1 0 FINISH GRADE = 384.37
IIJ
FE 359.12
6" PERF. PVC VAULT DRAIN ® S=1.07 (MIN)
it
� �
.._ .� . . ...._ ....
R I'll,
5'X10' REMOVABLE
GRATE
12" OUTLET, EL= 363.30
BOTTOM OF RISER, EL= 361.28 w
'--1/2 "0 ORIFICE
VAULT
DETENTION REQUIRED= 12,960 CU.FT.
WATER QUALITY REQUIRED =3,830 CU. FT
DETENTION PROVIDED:
12.09' *15.0' *72.09'= 13,019 CU.FT.
WATER QUALITY PROVIDED:
4.14' *15.0' *72.09'= 4,477 CU.FT.
CEILING .ELEV. 376.22
DESIGN WS= 363.30
FE =FLOOR ELEV(TYP.)
BACK OF CJRB
_.
>A.. iF ';IRci
FINAL INSPECTION OF VAULT INTERIOR
HAS NOT YET BEEN COMPLETED.
24 "0 ACCESS
MANHOLE W/
384.34 LOCKING LID
ELF
25.00'
J
3
w STEPS
Q WQ CELL #1
m VOL= (360.00- 363.58) *15 *25 =1342 C.F.
ELF
BAFFLE
WQ DESIGN W5= 363.58n
Fl Fv_3Ai 1R INLET -36209 9
INSIDE = 72.09'
CROSS SECTION INSIDE OF SOUTH WALL
7 08
IFE=FLOOR
CROSS SECTION AT BAFFLE WALL
VAULT PER GEOTECHINCAL
REQUIREMENTS (TYP.)
SURVEY DATA PROVIDED BY,
BY KEN R. ANDERSON & ASSOC.
By:
5 0 5 10 By.
1 "= 5 By:
Scale Feet
0 o r
N N O N
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W
R- 341210
AS -BUILT
08/15/2013
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
P4 0
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