HomeMy WebLinkAboutTED4003193.10SE 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M.
INTAKE 39C
8 IF 467. , 0 3 i......_
IA_ImlVIA flYr.:FKA/A'/rAF_ffff.N
W/ SHEAR GA TE PER
-
K,C.R.S. DWG N0. 2-0260'
96' (INTERIOR LENGII
EVENDELL LO1P0016A & L03!'E038
EXTEND UFT R00 HANDLE
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DEVELOPER. SBl D -VEL OPING, LL C
TO VAUL T ACCESS DOOR
OUTFACE 4OA
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ENGINE GN IGNINC
ER CORE DESI,
'
" 40 81
12 /E
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STEP /N VAULT fLOW _
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CONTRACTOR.
STA. DISCHARGE (CFS
VOL. (C.F.)
.VO.i92
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DA TE• APRIL 2004
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MANUAL • KCSWDM 1998
47108 0
D
15 �.
�6
10 (
d
I
RELEASE RA TES.
472.08 0.02
3, 056
2YR - CFS
47J 08 0. 03
6,023
LEVEL
-------- ' A
I
I
10YR - CFS e
474.08 0.03
8, 991
0. 5%..
6 lb
W. &rElvrloly .._
- CFS
475.08 0. 06
476.
11958
, /
-10' WIDE
ORIFICE STRUCTUR
08 0. 09
477. 08 0. 71
14,925
17,892
W
e L 17� ✓ �,
OPENING IN
ER 0.81 /N.
LOW
810 VAUL T MAINTENANCE ?
i o
INTERIOR WALL
MIDDLE 1.20 /N
418.08 0.1.3
20,859
DRAIN. 46LF 8" PVC
A
UPPER
"�� MIN,
-
`#4LL 8"
VA UL T FLOOR
lF (OUT) 471. 6§'
OVER FLOW ELEV. 418.47
W/ 2-90FENDS
-
FI FV 1TYP
MAINTENANCE INTERVAL: I YR.
SCALE.• 1=10' LIVE STORAGE.• DEAD STORAGE-
REQUIRED.- 22,016 CF REQUIRED: 6,613 CF
Qw PRO i9DE0.• 24,219 CF PROVIDED.• 6,626 CF
j
TRACT "N"
PROPOSED
j
EXISTING
LOT 15
PROPOSED
GROUND (TYP)
485
EXlS77NG
LOT
„ , GROUND (TYP.)
TRACT N
__y---
....... ............485
5' MIN. , - _
-
5' MIN.
/9.6
480
.... ................................
.......... .................. ........ 29LF 72" CPEP
0
CEILINGELEV. 479.88 ^ .
100- YR. W.S. ELEV. 478.56
TOP OF INTERIOR WALL
75LF 12" CPEP
OPENING. SEE STRUCTURAL
475 _
_ _
_ _ __ wQ. �t DETENTION
PLANS FOR DETAIL
475 _
_ _ _
...........................................
WET
CELL
^
VAUL T
EXIST. GRADE /
W. 0. W.S.
ALONG STORM /
/
vELEV. 471.68 .*)b -- - - - - -
- -
- J- - -
- BOTTOM OF INTERIOR WALL OPENING
....
,
........ .....
......... 471.08470
470_..._
� .... .... .... .
......
TOP OF SEDIMENT
M
INTERIOR WALL
i
STORAGE ELEV
�467.02
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�'
0.5' A VG '� 10' WIDE..........
465 SEDIMENT OPENING 465
1 AVG. SEDIMENT DEPTH REMOVE & REPLACE EXIST.
DEPTH 30, IN INTERIOR KEYSTONE WALL AS
WALL �
96' (INTERIOR LENGTH) /
WET VA UL T CROSS -SEC TION A A 460 REQUIRED
j
48�FX/STING TRACT "N"
LOT
--I 1- 5' MIN.
SCALE.• HORIZONTAL: 1 "=20
VERTICAL: 1 "=5'
Qw
j
TRACT "N" ---
EXISTTNG -- -�
PROPOSED GROUND (TYP.)
GROUND (TYP) -
PROPOSED
LOT 15
ry C
h h
o
Q
P� .0
�W
lE, ..
�64
Q
....................................
�h �N-
��LIQ
15' WIDE DRAINAGE EASEMENT
SCALE.• HORIZONTAL: I "=50
VERTICAL: 1 "=5'
PROPOSED
GRADE
REMOVABLE WATERTIGHT
COUPLING (OPTIONAL)
6" CUP
Q
REQ D ELEV.
6" MIN.
�CL
v�
WELDED ELBOW
- 6" MAX.
MACHINE CUT OR DRILL
ORIFICE IN END PLATE
ELBOW DETAIL
•
475
NO SCALE
5' x 10' GRA TED OPENING
SEE STRUCTURAL - - - - -
PLAN FOR VAULT �'
DETAILS. • E�\410• l 5
NON-METALIC 1. �6 j \ EL. 467.08�� I \ \
LADDER STEPS
• X
12" OUT
TO 039
I �
/ 0
� 67,08
PLAN VIEW
SCALE- 1 "=2'
5' x 10' GRA 70 OPENING
SEE STRUCTURAL PLANS STAINLESS STEEL PLATE ATTACHED INSIDE THE
FLOW CONTROL STRUCTURE. (SEE DETAIL THIS
SHEET)
' -
RISER ELEV. 478.4v
6" ELBOW WITH 0.5010 ORIFICE
SEE ELBOW DETAIL, THIS SHEET
EL. 476.z
6" ELBOW WITH 1.2010 ORIFICE
SEE ELBOW DETAIL, THIS SHEET
EL. 474.-68
12 X12 x12"x8" CUP CROSS
12" TE 47f ?w
RISER BRICKS (TYP.)
p MAX. 100YR WS EL. 4786 /
12"
(TYP.)
-71
LIFT ROD WITH HANDLE
8" SHEAR
GATE FL OOR GRA TE WITH 2'x2'
HINGED ACCESS DOOR
NON-POUROUS, NON -
SHRINKING GROUT AROUND
PIPE AS RE -OD (TYP.)
8 GAUGE ALUMINUM STRAPS
WITH STAINLESS STEEL
ANCHOR BOL TS. (TYP.)
DRILL OR MACHINE
CUT 0 81 10 ORIFICE
IN RESTRICTOR END
PLATE
PROPOSED TRACT IN
LOT #1 PROPOSED
F6ROUND (TYP.)
NORMAL W.S. - - -
470 ELEV, _471.98
TOP OF SEDIMENT STORAGE 465 -
ELEV 467.02 I
I
17' ---- 17'
34'
(INTERIOR WIDTH)
59 OR U. 59
2'
I' SECTION OF PIPE A TTACHED
BY CASKEIED BAND TO
f ALLOW REMOVAL.
I
2' NON-METALIC LADDER
STEPS (TYP.)
RESTRICTOR DETAIL
1 "=2' HORIZ. 1'=2' VERT.
- EXISTING
LOT
5' MIN.
INTERIOR
WALL
�- EL. 470.75 TOP OF SEDIMENT
STORAGE ELEV. 471.88
EL. 470 J2
EL. 466.69 EL. 466.27
WET VA UL T CROSS-SECTION C-C
SCALE- HORIZONTAL: 1 "=20
VERTICAL: 1 "=5'
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RENEW fNQNtfif COUPLE77aV DATE
SENIOR ENGINEER COWLE17ON DATE
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JAMES H. SANDERS, P.E. APPROYAL BATE
DEVELOPMENT ENGINEER
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