HomeMy WebLinkAboutS-0163098.83' Min.
Manhole Ring a Cover
Olympia Foundry V 5943 H 9IL
or Equal
Elev. 28.83*
Provide Individuol Watertight Switches
Located One Foot Below Inside Top
of Wet Well for Wet Well
Light and Blower
0.67
150 W Vaporlight Lamp-
CROUSE -HINDS Type VDA Form 200 or Equal
1/2" Air Bubbler
Pipe
ILG INDUSTRIES, INC. Type P, lop,
3400 RPM, 115V, Catalog No. 4288 or
Equal. Blower to Blow into Wet Well
Ladder —
3/4" Galvanized Steel
Deformed Bars (Typ.)
2"x 2"x 1/4" Galv. Angle to Form
Blower Platform
Secure to Wail w/ 5/8" Bolts
Clean -Out
Platform
(See Detail)
48" I.D. Standard
Reinforced Class III
Concrete Pipe
Wet Well
High Water Alarm
Elev. 12.0'
Concrete Foundation
Section (See Detail)
Reinforced- Concrete Slab?
Discharge Piping
4" C.I. Suction Line
(FL x PE)
Mercury Float Switch
Lateral Supporting Bracket (See Detail)
6- �7 Bars Equally Spaced
around Base of Wet Well
to Dimensions Shown
NOTE:
Provide W.T. Seal Around
Conductors at Both Ends
at Each Conduit.
Meter Base
Switch -over
and Disconnect-
- 14' x 24 "x 10"
AWALT Enclosure
or Equal
O
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
WET WELL "B"
15 -OON
Bolts. Locate Each Galvanized U -bolt
STA 14t 39 N � "�
j
Treated
3(
Service
-Pole
DATUM
i
(Obtain
of Beam. Typ. Each End of
EXISTING PROFILE
Approval)
Each Support Beam.
-- ---
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
N O.S.
�. - 25
�025'
I-
2750,1 Air Bubbler
67' Min.
0.67' Max.
T 7
"5025
12' C.I. PIPE
6- 6 "x6% 1/2"
Gal. Angle Bracket Service Pole
' High
i Alarm
1 21.84 i
I '
!2" I
CONC. vIPF
Attach to wall
� Conduit
BI.xf,"
- 20
�INV.
=:j
r 0.22 %
' Conn
' 6m , (Tilted
END INV. 15.84
19.47
f
2.0� 1.9
' 451)
'
IS
- Sta 14+39N -Sta 14 +75N
1� I
- x
Hinged Manway I. Conduit
l
1
I 1
Section
w/ Handhale I Conduit ;
1
PUMP CHAMBER 1 WET
r WELL
W' i
Clean -Out Platform
8° CONC. PIPE
� r
j
ID
No Scale
S = 0.40 %
I 1
-
i
Plugged STA `4 +41.gN ,
Profile
/2"
ed Angie
I
4 C_ 1.
I Force Main
iNV. 9.54
g g ,
STA I 4 *39.ON it
I Sta 14+23N Sta 14 +41.51\1
Pipe
In 112�x4L
Scale: Horiz.
Vert.
I " =20'
I "= 5 5
C.l.I WYEl.
0
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
- - -
15 -OON
Bolts. Locate Each Galvanized U -bolt
j
Treated
3.00 Expands
Service
-Pole
DATUM
Metal Gratins
(Obtain
of Beam. Typ. Each End of
Hot - dipped
Approval)
Each Support Beam.
Bolted in 6
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
N O.S.
w/ 5/8" So
�025'
Elev.
2750,1 Air Bubbler
2' StL Conduit to
Power Pole =5023 by others
Contractor supply trench
Ends attached to wall
4" Steel w/ 6 "x6 "x1 /2"GaLL
Discharge Pipe use 4- 5/8" Bolts
(Typ)
2-1" 0 Anchor 1/4" x 1/2"
Iwi VUIV
Bolts. Locate Each Galvanized U -bolt
j
Side of Beam w/
IL 4 "x 5/8 "x 12" for Air Bubbler
Pipe
Strongback over Top
d
of Beam. Typ. Each End of
�Ga'.: -:� eQ Ar.y`.� B�.....
Existing ?ower Pole
5023
/ fi. -45°
i
Each Support Beam.
Lateral Support
Concrete Grout Bracket Detail
-(Rod under Station) tr�u °B��Concrete Fillets
,,,—Elevation Blocks
NO Scale
�025'
�_
�TA I
67' Min.
0.67' Max.
T 7
Misty Cove Lift Station
I I r- -T- r-%-r° A -r- I ^ A I 11 r-111
I l
lit
I�
Ex. 8"
Cane San. i7
Sewer Pipe lIl
i
i ¢ i' 1
1Iz I I ) f
— Plugged STA 14+75N �
i
i
1
-1441r-¢- 5029 ll I
Ripley Lane N.
3 ,
11 Existing i
�►k Gravel
�, ! Road ,
1 I I
� 1
1 '
I � �
1 �
1 1
1 1
1
i
nA..�� L.1.®. 276
DETAILS — LIFTSTATION 161311
I DESIGNED B.L. ROSS DATE JULY , 1973 FILE NO. LLD, 276
DRAW 3LR
CHECKED -- SCALE AS SHOWN FIELD eoo�AGE_
NO. I REVISION BY APPR. DATE i.PPROVED'a'�"�� SHEET
_ IZ -3 2 r
Iwi VUIV
j
d
�Ga'.: -:� eQ Ar.y`.� B�.....
Existing ?ower Pole
5023
/ fi. -45°
i
`
A•P '4 +53NO
;
NOTES:
7
Cone. Bend
�_
�TA I
I
6- 6 "x6% 1/2"
Gal. Angle Bracket Service Pole
' High
i Alarm
I '
Attach to wall
� Conduit
BI.xf,"
m �
w/ 2-5/8" Bolts
(TYR) ,-Plugged
' Conn
' 6m , (Tilted
!
Install 36 LF- 8" Cone. Pipe
f
2.0� 1.9
' 451)
'
I
- Sta 14+39N -Sta 14 +75N
1� I
- x
Hinged Manway I. Conduit
l
1
I 1
Section
w/ Handhale I Conduit ;
PUMP CHAMBER 1 WET
r WELL
W' i
Clean -Out Platform
Detail (
� r
j
No Scale
I
1
I 1
-
i
Plugged STA `4 +41.gN ,
Remove 18.5 LF - 12" Cone. Pipe
/2"
ed Angie
I
4 C_ 1.
I Force Main
1
'
e 1 ' '
g g ,
STA I 4 *39.ON it
I Sta 14+23N Sta 14 +41.51\1
Pipe
In 112�x4L
C.l.I WYEl.
(
, 1 II Min.
/
i
Sim 14+23N-Sta 14 +39N
4" C 1
� 45° ELL
I
I (
I
�
Connect to Conc. Pipe
f w/ Smith -Blair '415
Reducing Coupling
or E q
Equal
x 8
r (Mix PE) 1 12x4"
sized U -bolt
'uction Line
Yp.)
Existing Water Meter-
/AYE
(All MJ)
IS ;
a '
i
(� Existing
'
Existing Mail Box-9-C) Water
Service
1
Install 20.5 LF -6" Conc. Pipe
I
I
for Side Sewer Stub
Sta 14+47N
-' -- ------- - --
� 5025 �
( STA 14+23N
a°
a
Ripley Lane N. Reducing
,
Coupling
1
Existing Driveway
�l
I � Ex. 12"
'
_86
,
i �, .Conc. San.
I
0.67' Min.
I
Sewer
� Pipe
'
,
20' Tem orar I
Construction Easement 1
Wire Tied at All
—�
_
10' Perm.
'
(' Easement
l
I 1
Intersections
'a4e`
3
X
x x
Existing l
I
' I'
Site
Plan
Wood Fence x
L
i
( I
;I
Scale
n I
1 =5
14 +0p N
Y,
CITY OF
RENTON
fir z. x
DEPARTMENT OF ENGINEERING
KENNYDALE INDUSTRIAL SANITARY SE ER
nA..�� L.1.®. 276
DETAILS — LIFTSTATION 161311
I DESIGNED B.L. ROSS DATE JULY , 1973 FILE NO. LLD, 276
DRAW 3LR
CHECKED -- SCALE AS SHOWN FIELD eoo�AGE_
NO. I REVISION BY APPR. DATE i.PPROVED'a'�"�� SHEET
_ IZ -3 2 r