HomeMy WebLinkAboutS-381904TO 8' VENT
(SHT 3 NOTE 5)
21' I,S,, DIAMETER STRUCTURE
41
42' DBL BAR HR
W/ 4' KICK PLATE
(TYP,)
15' FIBERGLASS
<TYP,)
I
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30
0 V E R F L UST�DR A�G E�
9'-4' x 13'-4' O,S. ACCESS
SHAFT W/ 8' WALLS
iA
104 .0
3 2'x2'HATCH; ,*
T
CLOSURE CHAT
fi
P3
�J
lNG SI
LINK SEAL (TYP)
Q-
16 �
INVERT ELEV' 165'
E T W R.- L L4
2—
18
4j
21- 5' HA H
P1111-1,
3
5 6
0 SUMP PUMP
@810—LA VAULT (SHT 6 NOTE 29)
7
3
E ME 3 E
3 7�(
IN 2—DRAIN HATCH TO SUMP
`' -HINGE
9
34
IO �-4'x6' HATCH
9 5
s}g®x
6x '0 Lx L
INVERT ELEV, 19,8'
TRvz_A,—,0MTU
I_—I's-09 Gw
_LP
2 REARRANGE SITE PLAN Ep 2 -13 -OB Gw
DESIGN REVIEW LIP 8-2- 7_ GW SYSMMS
O 6-
ORIGINAL ISSUE LP 5-1-07 6W—
ow-cysTEMS
NO, Rus" BY DATE APPIR
EXISTING STATION
L EXISTING WETWELL FILLED WITH CR RK TO 2'
BELOW INVERTS.
2< POURED CONCRETE CHANNELLING SLAB,
3, FLAT REDUCING SLAB AT TOP OF EXISTING
CONCRETE WETWELL PROVIDED, BROUGHT 4'-0
SHAFT TO FINISH GRADE, PROVIDED FLAT SLAB
TOP AND 24' MH RING AND COVER WITH &S,
HOLD—DOWN DOLTS — RAISED MANHOLE COVER
ELEV, 27.8'
EXISTING BAXTER LIFT STATION
(SEE NOTES)
CITY OF
Rr.
ENTON
im
EX 8' FM
BAXTER -LIFT,-STATION
4505 RIPLEY LANE N, RENTON,—WA
MECHANICAL PLAN 1446
V"IIV_Z�l 4