HomeMy WebLinkAboutTED4003193.24SE 114, SEC.
TWP 23 X . RGE. 5 E. W.M"
STAINLESS STEEL
/NFDRMA T/DN PLA TE-
N - 96 (/NTERIOR LEIUGTIJ EVFNDELL, L01P0016A L03RE0.38
EXTEND LIFT ROD HANDLE
I
DEVELOPER. S81 DEVELOPING, L L C
TO VAUL T ACCESS DOOR "_- !' ; _ - - I ENGINEER. CURE DESIGN, INC.
OUTFALL 40A �_ __......_ .
STEP IN VAUL T FL OUR CONTRACTOR. STA. DISCHARGE (CFS) VCX. (C. F.)
_._. s;... 12" It 470.OZ
I DATE.• APRIL 2004
I1998 MANUAL.KCSNOM 47108 0 0
10 472. 08 0. 02 J, 056
I RELEASE RATES.
h o7_ 473.08 0.0.3 6, 02.3
t i 2YR. 0.06 CFS
a LEVEL 474.08 0. 0,3 8,991
o
5 ---;
A , 10YR - 0.11 CFS
0.5%� `�
t� D TENTIDN �� 100YR - 0.22 CFS 476. 0.09 14,925
10 WDE ORIFICE STRUCTURE.
47 } rs I 7. 08 0.11 17,892
C L , 1 JT .. I OPENING /N L ONER 0. 81 IN. 478.08 0.13 20,859
810 VAULT MAINTENANCE k INTERIOR WALL MIDDLE 1.20 IN.
UPPER 0.50IN. DRAIN. 46LF 8" PVC ►,°� INTERIOR
00.0150 5 �, �.w.N lE OUT 471.08
W/ 2-908ENOS ^'� MIN. )
Et. i VA ULT FLOOR OVER FLOW ELEV 47847
B
ELEV (TYP) EL MAINTENANCE lN1FRVAL: 1 YR.
' _ 3
a2,
DETENTION o1h' i
15: 2a' PUBLIC i o ONL % C�`LL 1 B 1
57WM EASEMENT �h
470.15
/ LEVEL i
15 ( 20iF 12"CP k ....
:_ 1T� ae
-
- -
-�
h 2 � i - - - NOTES.•
.: 470.7
�b 1 L
. SEE STRUCTURAL PLANS FOR ADDInONA
REMOVABLE WA IFRnGHT
'mac I W VA UL T DESIGN /NFDRMA 776W INCLUDING
COUPLING (OP776WAL)
��' ACCESS LIDS AND VEN77LA n6W GRATES.
CB 39A _ .. _ __ _
...... _v..,..
TIDE ll, 48"M !► 5' (TYP.) 2. ALL OPEN GRATES AND ACCESS LIDS SHALL W
DUTFALL AA
BE FLUSH KITH LANDSCAPING �
'15LF 12"CPEP 4:r4' SUMP FOR °
5x10 TRAFFIC REQD ELEV.
CONTROL STRUCTURE 8 PVC lE 471.18 3 ALL OPENINGS SHALL HAVE A SIGN "
B 39 BOTTOM ELEV 467.08 BEARING REMOVABLE STATING "CGWFINED AND CLOSED SPACE" 6 M/N. vQ
GRA IF IWTH 2x 2 HINGED
SEE RESIRICTOR DETAIL N ACCESS DOOR AND CAT AND NON-METALLIC LADDERS TYP.)
INTAKE 39B (
- - :TYPEA, 481 THIS SHEET. LADDER ON THE WALL TIP
12" if 471.08 WET VA UL T PLAN (TYP.)
WELDED ELBOW 6" MAX.
MACHINE CUT OR DRILL
SCALE.• I -10' LIVE STORAGE. DEAD STORAGE. ORIFICE IN END PLA 7F
REQUIRED.- 22,016 CF REWIRED: 6,613 CF p+ ELBOW DETA/L
PROVIDED.• 24,219 CF PROVIDED.• 6,626 CF
NO SCALE
L
J
INTAKE 39C
W/ SHEAR GA TE PER u _
K C R S DW'G 0 2 026 4
XS77NG
485 LOT
470
465 ............................
1 AVG. SEDIMEN
DEPTH
485 EXrsnNc
LOT
TRACT "N"
PROPOSED
EXIS77NG
LOT 15
PROPOSED GROUND (TI'P.)
-- TRACT V GROUND (TYP.) - r
PROPOSED
-
__:..._.�-.. __
___............................
....................._............................................................:....................................................................................
......................... GRADE
480
CEILING ELEV. 479.00
s-- - - - - -- - ------- - --
100- YR W.S. ELEV. 478.50
TOP OF IN7FRIOR WALL
15LF 12" CPEP
PEN
OING. SEE STRUCTURAL
®0.0100
w. Q. &_DETENTION _
....
PLANS FOR DETAIL
.........
4 75
NET
EX/S77NG
PROPOSED GROUND (TYP.)
TRACT "N" GROUND (TYR)
I-- 5MIN.
LOT 15
480 ...............................
CEILING ELfV. 479.00
----- - - - -- ------ - �--
100- YR. W. S ELEV. 478.50 TOP OF INTERIOR WALL
OPENING SEE S7RUCAIRAL
PLANS FOR DETAIL
_
475 __ ............ DETENTION........................... __ _
ONL Y CELL
INTERIOR
WALL
TDB' OF SEDIMENT STORAGE ELEV 471.08 BOTTOM OF INTERIOR WALL OPENING
- - !� - - _ _ - - EL. 471.08
470 0. 5' A VG L 10' IWDE_ OPENING
SEDIMENT IN INTERIOR WALL
DEPTH
96' (INTERIOR LENGTH)
465 ...... ....... ........ .........................
WET VA UL T CROSS-SECTION B-B
SCALE- HORIZONTAL: 1 "=20
VER77CAL: 1 =5'
�C
-
a -
a
. ..... .
ram.
�v+L-Aj
�N
15' WIDE DRAINAGE EASEMENT
SCALE- HORIZONTAL: 1 "--50
VER77CAL: 1 "=5'
NN o
5' x 10' GRA TED OPENING
SEE STRUCTURAL
3!
s
t
PLAN FUR VAULT
• l 5 /
DETAILS. EL
\41 \
z
EL. 467. 08,4
NON-METAL/C c� I \
:-z
LADDER STEPS
LLJvlvvvv
v
. x
12'OUT I
WWWWW
s
s
s
s
s
W
s
TOCBJ9
oz
,�
<�j
01
1
PLAN VIEW
Leo
SCALE- 1 " 2'
5' x 10' GRA TED OPENING
SEE STRUCTURAL PLANS STAINLESS STEEL PLATE ATTACHED INSIDE THE
FLOW CONTROL STRUCTURE. (SEE DETAIL THIS
SHEET)
RISER ELEV. 478.47
6" ELBOW WTH 0.501/ ORIFICE
SEE ELBOW DETAIL, THIS SHEET
EL. 476.28
6" ELBOW WTH 1.201/ ORIFICE
SEE ELBOW DETAIL, THIS SHEET
EL. 474.68
12"r12"xl2"x8" CMP CROSS -
12" IF 471.08
NON-POUROUS, NON-
SHRINK/NG GROUT AROUND -
PIPE AS REQD (TYR)
8 GAUGE ALUMINUM STRAPS
WTH STAINLESS STEEL
ANCHOR BOLTS (TYP.)
DRILL OR MACHINE
CUT 0.81 "1 ORIFICE
/N RES7RICTOR END
PLA 7F
RISER BRICKS (TYR)
Q MAX 100YR. W S_ EL. 478.50 %
12"
(TYP)
LIFT ROD WTH HANDLE
8" SHEAR
GATE FLOOR GRATE WTH 2"x2'
HINGED ACCESS DOOR
5x OR 0 5X
2"
I' SEC77ON OF PIPE A TTACHED
BY GASKETFD BAND TO
ALLOW REMOVAL.
2' NON-METALIC LADDER
STEPS (TYP.)
RESTRICTOR DETAIL
1 "=2' HORIZ. 1 "--2' VERT.
Gko Qw
J
PROPOSED TRACT IN EX577NG
485 LOT_ _ PROPOSED LOT
............. .
GRWND (T)P.)
480 CEILING ELEV. 479.00
EXIS77NG - - - - - - 100- YR W.S. ELEV. 478.50
GROUND (TIP) 1ST DET.
CELL ONL Y
475 ___ _: CELL _.__.._.._
1N1FR101R
WALL
NORMAL W. S. - - - - - - TOP OF SEDIMENT
470 ELEV_ _471.08 ~ EL. 470.75 _STORAGE ELEV _ 471.08.
EL. 470.,32
TOP OF SEDIMENT STORAGE EL. 466.69
ELEV 467.02 EL. 466.27
465
17' jj,1 -- 17'
./m'
(INTER/OR W07H)
WET VA UL T CROSS-SECTION C-C
SCALE- HORIZONTAL: 1 "=20
VER77C4L: 1 "=5'
R=31 932S
KING COUNTY D.U.S.
REP ENQWE
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