HomeMy WebLinkAboutS-3576051
CABLE /CHAIN —/
SUPPORT (TYP)
PER MANUFACTURER'S
SPECIFICATIONS
NOTES:
i.
1' -3" PUMP GUIDE BAR
SUPPORT (TYP)
PER MANUFACTURER'S
SPECIFICATIONS
3' -10"
<G
2._O"
-- U)
I
I ( E -< ; GRI
t ELE
J 'EL L EV .=410.00
(
9'
<< "
24 ` F <
I ELEV -408 70 -
SECTION A -A
ELEVATION VIEW
SCALE: 1 " =2"
1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND
REINFORCING SPECIFICATION.
2. SEE GENERAL NOTES FOR PAINTING SCHEDULE.
3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER
CONNECTIONS AND LOCATIONS.
1.
ELEV.= 411.30 <
LANDING FOR
LADDER
= 411.30
ELEVATION
REMARKS
7
421.50
OVERFLOW TO EMERGENCY STORAGE
HIGH ALARM
1
�
PUMP ON
414.10
TO TELEMETRY /PUMP CONTROL PLC
PUMPS OFF
412.10
TO TELEMETRY /PUMP CONTROL PLC
409.90
MINIMUM PUMP SUBMERGENCE
408.40
FINISH FLOOR
D""""'
oa
NO.
REVISION
BY
6 - - -I \
APPR
AM
T
F NOT ONE INCH
mO °N°r
G
PPRO D'
0 Q
05%
SEE CONNECTION
DETAIL RIGHT
`
-
,1 ELEV.= 421.75
L
r
4
'ELEV.= 410.91
r�
U —BOLT WITH
23'
-4"
`-
DOUBLE NUTS
AND WASHERS
1�
=
OVERFLOW
'!�;•
;a STORAGE
6" DI PIPE
F-
W
,�.<-
-; SECURE TO WALL WITH
m
STAINLESS STEEL PIPE
CLAMPS AT 36" O.C.
6" DI PIPE
'
21
ELEV.= 410.00
;<
< - ELEV.= 408.40'
f
.�..
NOTES:
i.
1' -3" PUMP GUIDE BAR
SUPPORT (TYP)
PER MANUFACTURER'S
SPECIFICATIONS
3' -10"
<G
2._O"
-- U)
I
I ( E -< ; GRI
t ELE
J 'EL L EV .=410.00
(
9'
<< "
24 ` F <
I ELEV -408 70 -
SECTION A -A
ELEVATION VIEW
SCALE: 1 " =2"
1. SEE STRUCTURAL PLANS FOR DIMENSIONS, ELEVATIONS, AND
REINFORCING SPECIFICATION.
2. SEE GENERAL NOTES FOR PAINTING SCHEDULE.
3. SEE ELECTRICAL PLANS FOR FLOAT HANGER AND TRANSDUCER
CONNECTIONS AND LOCATIONS.
1.
ELEV.= 411.30 <
LANDING FOR
LADDER
= 411.30
I ELECTRICAL I..
L L
HANDHOLE
1
- -____-
II -{I� 31 31
II `Ii
V -2"
c1 0 r
1
-- b
'L ; 32 fD
-INLET PIPE 0 WALL < <, o� o
IE= 422.25, 12 "0
45 45
8 "X8 "X15"
CONCRETE
ENCASEMENT
VALVE VAULT
4' OVERFLOW WEIR ... �....._...._ -�.YL ELEV.= 421.75 qW7
ELEV.= 421.50 ELEV.= 420.75 MIDDLE OF PIPE
w SUPPORT
i o ` PIPE SUPPORT (TYP) 1 -1/2" SCH 80 PVC GRAVITY
.. _ SEE DETAIL THIS SHEET DISCHARGE LINE FROM ELECTRICAL
i0 ��., �' -`. _ - HANDHOLE TO VALVE VAULT SUMP
ELEV.= 416.75
MIDDLE OF PIPE
'1 SUPPORT
i z
! I " SECURE TO WALL WITH
I STAINLESS STEEL PIPE
CLAMPS AT 24" O.C.
I I E
ELEV.-412.75
J.
MIDDLE OF PIPE
SUPPORT
=412.101 28
27
3" AC PAVEMENT OVER
6" CRUSHED BASE
COURSE.
1:.j
(VOLCLAY RX -101)
SEE STRUCTURAL PLANS
FOR REINFORCEMENT
FLOATS
ELEVATION
REMARKS
7
421.50
OVERFLOW TO EMERGENCY STORAGE
HIGH ALARM
1
�
PUMP ON
414.10
TO TELEMETRY /PUMP CONTROL PLC
PUMPS OFF
412.10
TO TELEMETRY /PUMP CONTROL PLC
409.90
MINIMUM PUMP SUBMERGENCE
408.40
FINISH FLOOR
D""""'
oa
NO.
REVISION
BY
6 - - -I \
APPR
AM
T
F NOT ONE INCH
mO °N°r
G
PPRO D'
05%
I ELECTRICAL I..
L L
HANDHOLE
1
- -____-
II -{I� 31 31
II `Ii
V -2"
c1 0 r
1
-- b
'L ; 32 fD
-INLET PIPE 0 WALL < <, o� o
IE= 422.25, 12 "0
45 45
8 "X8 "X15"
CONCRETE
ENCASEMENT
VALVE VAULT
4' OVERFLOW WEIR ... �....._...._ -�.YL ELEV.= 421.75 qW7
ELEV.= 421.50 ELEV.= 420.75 MIDDLE OF PIPE
w SUPPORT
i o ` PIPE SUPPORT (TYP) 1 -1/2" SCH 80 PVC GRAVITY
.. _ SEE DETAIL THIS SHEET DISCHARGE LINE FROM ELECTRICAL
i0 ��., �' -`. _ - HANDHOLE TO VALVE VAULT SUMP
ELEV.= 416.75
MIDDLE OF PIPE
'1 SUPPORT
i z
! I " SECURE TO WALL WITH
I STAINLESS STEEL PIPE
CLAMPS AT 24" O.C.
I I E
ELEV.-412.75
J.
MIDDLE OF PIPE
SUPPORT
=412.101 28
27
3" AC PAVEMENT OVER
6" CRUSHED BASE
COURSE.
1:.j
(VOLCLAY RX -101)
SEE STRUCTURAL PLANS
FOR REINFORCEMENT
FLOATS
ELEVATION
REMARKS
7
421.50
OVERFLOW TO EMERGENCY STORAGE
HIGH ALARM
421.00
TO TELEMETRY /PUMP CONTROL PLC
PUMP ON
414.10
TO TELEMETRY /PUMP CONTROL PLC
PUMPS OFF
412.10
TO TELEMETRY /PUMP CONTROL PLC
409.90
MINIMUM PUMP SUBMERGENCE
408.40
FINISH FLOOR
3awl- - - - -E 1 <
11.21
SEE PLAN VIEW BELOW FOR
CONCRETE FILLET. CONCRETE
TYPE PER STRUCTURAL PLANS.
<' FF ELEV.= 408.40
,<
,n
r'
LEV.= 411.21 25 3' -1"
%e'
LEV.= 411.30 `q.
WETWELL FLOOR PLAN
SCALE: 1 " =2"
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
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suftz,o FINWal WW. WA96W3
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Civil En9i I t NwwpemeM L°Mecopv B�Y
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7
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am
1
10=2'
<
2
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GIINAi
D""""'
oa
NO.
REVISION
BY
DATE
APPR
AM
T
F NOT ONE INCH
mO °N°r
G
PPRO D'
t .. �1`
SEE CONNECTION
DETAIL RIGHT
`
-
r
4
'ELEV.= 410.91
1/2" SS
U —BOLT WITH
2' -2j"
DOUBLE NUTS
AND WASHERS
'!�;•
6" DI PIPE
SS CBX11.5
6" DI PIPE
'
1/2- SS
U —BOLT WITH
`
DOUBLE NUTS
AND WASHERS`
<
:LEV.= 411.30
{.r
SEE CONNECTION
DETAIL
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555.
■ ;ak P- m ,e,savam so-mi,eNgc I ®I ®I�I
suftz,o FINWal WW. WA96W3
www.esmcivil.com esu., wr I m69°i- "}
Ol
Civil En9i I t NwwpemeM L°Mecopv B�Y
' " °" " ° "°
W/OkAL �1
7
8Fx01D:
am
1
10=2'
DFSisxm:
2
FWL�rewrw.
k811
GIINAi
D""""'
oa
NO.
REVISION
BY
DATE
APPR
AM
T
F NOT ONE INCH
mO °N°r
ESM JOB #1655- 001 -009
PPRO D'
- -- I I — i (2)
(
I
0'-6" 1/4
I WITt
(2)
BOL
PIPE SUPPORT
CONNECTION DETAIL
SCALE: 1 " =1"
2' -6"
OVERFLOW
STORAGE
r,r
4
SECTION C -C
ELEVATION VIEW
SCALE: 1 " =2"
1" X 11/16" SLOT IN CHANNEL
SS 5/8 "0 BOLTS, NUTS & WASHERS
" X 6" WIDE PLATE
1 90' BEND
5/8 "0 SS ADHESIVE ANCHOR
—9- @E CITY OF
xoxaoxru- xnD ,esT/,sa,
RENTON
DATUM
Planning /Building /Public Works Dept.
LINK SEAL TYP.
5- 351605
LIBERTY HIGH SCHOOL
PUMP STATION
MECHANICAL ELEVATION
Cif" S�-35ir05"
01/28/201