HomeMy WebLinkAboutS-234508OSHA APPROVED FALL -
RESTRAINT CONNECTION
PROPOSED CONCRETE WET WELL
TOP SLAB AND ACCESS HATCH
_L
CONTROL CABLE:
- TO SPLICE JUNCTION BOX
LIGHT.
- EXPLOSION PROOF LIGHT, INSTALLED
@ HIGHEST ELEVATION
CABLE HOLDER: /
S.S. KELLEY'S
- FLOAT HANGER BRACKET
-COIL EXCESS WIRE FOR /
FUTURE ADJUSTMENT
FIBERGLASS OR STAINLESS STEEL
ACCESS LADDER /
FINISH EXTERIOR
W /WASSER MC -TAR /
OR EQUIVALENT
LANDING:
- REMOVABLE NON- CORROSIVE
STRONGWELL GRATE SUPPORTED BY STAINLESS
STEEL ANGLE (1/2" ANCHOR BOLTS
A 12" O.C.)
ELEV.= 60.00
LOW SHRINKAGE
GROUT (TYP) _ -�
IE =54.50
HYDROMATIC 3900 MERCURY
FLOAT SWITCHES
LAG PUMP ON ELEV -57.00
HIGH WATER ALARM ELEV -56.75 ELEV. =53.00
LEAD PUMP ON ELEV. =56.00
PUMP OFF ELEV. 54.00
REDUNDANT PUMP OFF ELEV -53.75
DUPLEX PUMPS:
AURORA SUBMERSIBLE 3HP GRINDER PUMP
W /2" DISCHARGE MODEL NO. G2HX300DD
(30 200 VOLT) W/4.50" TRIMMED IMPELLER
- EXACT PUMP CONFIGURATION MUST BE
APPROVED BY THE CITY OF RENTON
PRIOR TO INSTALLATION.
LW PRODUCTS COMPANY DOUBLE -LEAF
ACCESS DOOR, MODEL NO. HD -36.
ACCESS HATCH SHALL BE H -20 LOAD RATED,
LOCKABLE, AND SHALL HAVE S/S LIFTING CYLINDERS,
LOCKING ARMS AND HATCH DRAINS.
MIN. OPENING SIZE 60 "x72"
r3" DIA SCH. 80 HIGH VENT PIPING
I SEE SHEET 1 FOR LOCATION
3" DIA SCH. 80 LOW VENT PIPING
SEE SHEET i FOR LOCATION - -L DUCTS COMPANY SiN --
1 ACCESS MODEL 5 -56.
ACCESS HATCH UD SHALL BE
CORD H -20 LO TED, LO E, AND SHALL
SUPPORT / HAV CH DRAINS AND LAC MS.
RIM =70.25 k--BEE HIVE STRAINER - i -- N 0"
OPENING SIZE 48"x6
--- ----------- "- -i i e - - - -
_ z 2 OLY PIPE *
m RA D TO 150 PSI
(MIN)
-VAA EXTENSION HANDLE (2 EA
2" D.I. PRESSURE
rrrr, 't f LINE W /3'
COVER i
iUNE VENT PE
PI
3" SOH. 80 LOW VENT PIPING
FIBERGLASS ACCESS LADDER —\
3" SCH. 80 HIGH VENT PIPING
SEE SHEET 1 FOR VENT LOCATION
ENCLOSURE BOXES SIZED FOR PUMP
84" WET WELL MANHOLE W /WASSER MC -TAR
app II
I
I SLOW �1 ,,
SEMSTONE 145 -S INTERIOR COATING SYSTEM
- FINAL CONFIGURATION TO BE
EXISTING GROUND
I
III I
PUMP
SHRINKAGE ' "'
o
—
- - - - - - -
I . GROUT
4
DUPLEX SUBMERSIBLE GRINDER PUMPS-
W /AIL REMOVAL SYSTEM
—
® W
( WEATHER PROOF ENCLOSURE
LOW VENT PIPE TERMINATES
�p ® Z8
W /LOCKING DOORS)
WEATHER PROOF ENCLOSURE
Z . 0
ELEV.
W /LOCKING DOORS)
—
GFl RECEPTACLE PER
12" GAVEL BASE MIN. COMPACTED
S
S-
a
PLACARD STATING "IF ALARM SOUNDS
O 3:
CO. STANDARDS (
v59cJ5
R ° - R fi iEr` — 0 �.�.00
Z
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AFFORDABLE MONITORING SERVICE
(206)363 -2591
W
STAINLESS
z
Z
��M
3 -PHASE POWER REQ'D.
GALVANIZED STEEL CHANNEL - C6X8.2
STEEL
—
L
Q
CONTROL PANEL ENCLOSURE - SIDE VIEW
LIFTING
LL
NTS
6" CONCRETE PAD
J
CHAN
PUMPTECH STAINLESS STEEL
Z
BACKFILL COMPACTION LEGEND
Q
SHORT -AIL GUIDE RAIL SYSTEM
U
3::
GROUT SHELF:
O
J
w`�
- i' WIDE 0 60' ANGLE
O
AROUND ENTIRE ASE
1 ll L�LL� 1 =1 =1
1= 1L�!IllI � -1I TLC IH'
!.� �I ill IF I
!11 -II
WET WELL
II
- 84 70 PRE -CAST
CONCRETE
COUPLING DETAIL
FOUNDATION SOIL SHALL BE FIRM
LIFT STATION
& CAPABLE
S APPROVED FBYUCPTPttORT SUPPORTING LIFT STATION
NTS
- GAVEL BASE MAY BE REQUIRED
PEDING SOIL CONDITIONS
iUNE VENT PE
PI
3" SOH. 80 LOW VENT PIPING
FIBERGLASS ACCESS LADDER —\
3" SCH. 80 HIGH VENT PIPING
SEE SHEET 1 FOR VENT LOCATION
ENCLOSURE BOXES SIZED FOR PUMP
84" WET WELL MANHOLE W /WASSER MC -TAR
r -
I METER P.
EXTERIOR COATING AND SENTRY POLYMERS
NOTES:
SEMSTONE 145 -S INTERIOR COATING SYSTEM
- FINAL CONFIGURATION TO BE
EXISTING GROUND
Z
}
D
o
FIBERGLASS ACCESS UDDER TO LANDING
- - - - - - -
Q
DUPLEX SUBMERSIBLE GRINDER PUMPS-
W /AIL REMOVAL SYSTEM
WET WELL
22' LANDING:
REMOVABLE NON - CORROSIVE
STRONGWELL GATE SUPPORTED BY STAINLESS
STEEL ANGLE (1/2" ANCHOR BOLTS
® 12" O.C.)
- ELEV.= 60.00
wtio -ups -o Yos-
ELECTRICAL CONDUIT
AS REO'D.
2" POLY PIPE
RATED TO
150 PSI (MIN)
� AL
QD S-
—'REIN 07EABLE-ERP GATING AT F-30MP PIT
TO SUPPORT 2 P OF GRATING TO BE
- TH FINISHED VAULT FL
—S U�1, P'i URORA SUBMERSIBLE pI �MP�W25A7
- PLUMB TO D�IcfNTD ADJACENT WETWELL
PRO LECTRICAL REL'EP7 E &
MATIC FLOAT CONTROL OPEATION
"�- 3/4" TIE RODS SET
DUMP DISCHAGE PIPE .IMO CONC. (TYP.)
r-2" D.I. IYP. �/ �,_ r - -- /
FLEXIBLE
SWING TYPE CHECK VALVE (TYP)
��- 2" ECCENTRIC ISOLATION W VVEE
PLAN VIEW
NTS
ACCESS HATCH
HINGE LOCATION
E/ - -- -1 \
LADDER TO ACCESS HATCH
LANDING HINGE LOCATION
I
I
I
- - -- -- J
ACCESS HATCH
HINGE LOCATION
REQUIRED STATION FEATURE
STRUCTURAL:
SUBMERSIBLE GRINDER PUMPS IN WETWELL WITH SEPARATE VALVE VAULT
(AURORA OR APPROVED EQUAL)
ACCESS LADDERS IN VALVE VAULT AND WETWELL WITH LADDER UP
EXTENSION, EQUAL TO CITY STANDARDS.
MAINTENANCE PLATFORM FOR WETWELLS 10' AND DEEPER.
INTERIOR CONCRETE WETWELL FINISH - SENTRY POLYMERS "SEMSTONE
145-T.
EXTERIOR CONCRETE FINISH - WASSER MC -TAR.
CONTRACTOR SHALL CONTACT STRONGWELL CHATTFIELD FOR MAINTENANCE
PLATFORM DESIGN.
MECHANICAL:
CHECK VALVES, EQUAL TO M & H AWWA C508 W /HEIGHT & LEVEL ARM
ISOLATION VALVE ON DISCHARGE - RESILIENT SEAT WEDGE VALVE
SHUT OFF VALVE FOR INFLUENT LINE
ELECTRICAL:
200 VAC, 3 -PHASE PRIMARY POWER SUPPLY WHEN AVAILABLE
(5) MERCURY FLOAT SWITCHES, HIGH LEVEL ALARM, LAC, PUMP ON, LEAD
PUMP ON, PUMP OFF, REDUNDANT PUMP OFF.
INTRUSION SWITCHES ON ELECTRICAL ENCLOSURES, VALVE VAULT HATCH
& UMIT SWITCHES ON BOTH CHECK VALVE ARMS.
EXPLOSION PROOF JUNCTION .BOX -AND CONNECTIONS
YARD LIGHT W /SWITCH IN CONTROL PANEL
EXPLOSION PROOF LIGHT FIXTURE IN WETWELL WITH SWITCH IN
CONTROL PANEL.
WSDOT TYPE 11 JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING
WIRE OUTSIDE OF WETWELL
FINISHES:
METALS (INTERIOR) INCLUDING D.I. PIPE SURFACE PREP - SSPC -SP -6
EACH COATS AT (3 MO 5 MIL DFT) HI -BUILD EPDXOLINE
A
TELEMETRY:
SENTRIDIAL AUTODIALER MODEL 1512 TELEMTRY PER CITY STDS.
CONTACTOR SHALL CONTACT AFFORDABLE MONITORING SERVICE 0 (206)363 -2591
OR OTHER MONITORING COMPANY TO OBTAIN PHONE NUMBERS FOR
TELEMETRY TO CONTACT FOR ALARM INDICATION.
STANDARD NEMA 4X NON- METALLIC UL 913 CONTROL BOX SHALL INCLUDE THE
FOLLOWING:
- HIGH LEVEL ALARM LIGHT (FLASHING)
- HIGH LEVEL ALARM HORN WITH PUSH TO SILENCE SWITCH
- DRY CONTACTS FOR TELEMETRY OF ALARM CONDITIONS
- REDUNDANT. OFF FLOAT SWITCH
- ELAPSED TIME METER. (PER PUMP)
- SEAL FAILURE LIGHT AND ALARM
-
PHASE FAILURE PROTECTION (3 PHASE ONLY)
- LEAD PUMP SELECTOR SWITCH
- UGHTNING SUPPRESSOR
LAG PUMP ON TIME DELAY (15 -20 SECONDS)
110 VOLT CONVENIENCE OUTLET (GFI)
- CYCLE COUNTER
- SWING DEAD FRONT DOOR WITH NON -FUSED DISCONNECT (WITH FUSED
DISCONNECT)
- ON /OFF AUTO SNITCH FOR EACH PUMP
2" POLY PIPE RATED TO 150 PSI (MIN)
PRESSURE SEWER
16" BETWEEN BOXES
ENCLOSURE BOXES SIZED FOR PUMP
r -
I METER P.
CONTROL, TELEMETR'!, POWER
NOTES:
MOUNT METER /ETC ON SIDE
OF POWER ENCLOSURE
- FINAL CONFIGURATION TO BE
EXISTING GROUND
Z
DETERMINED BY CONTACTOR
& SUPPLIER
D
SERVICE DISCONNECT PANEL
Z
f
Q
POWER CONTROL PANEL
(36"Wx3Ei Hx14 D)
2�-- DUPLEX PUMP CONTROL &
® W
( WEATHER PROOF ENCLOSURE
TELEMTRY PANELS
36 "Wx48 "Hx18"D)
�p ® Z8
W /LOCKING DOORS)
WEATHER PROOF ENCLOSURE
Z . 0
CONCRETE PAD
W /LOCKING DOORS)
® s
GFl RECEPTACLE PER
12" GAVEL BASE MIN. COMPACTED
(, J Q
a
PLACARD STATING "IF ALARM SOUNDS
O 3:
CO. STANDARDS (
OR LIGHT FLASHES, PLEASE CALL
Z
J0
„
AFFORDABLE MONITORING SERVICE
(206)363 -2591
W
2 1/Z" PUGET POWER -
z
Z
��M
3 -PHASE POWER REQ'D.
GALVANIZED STEEL CHANNEL - C6X8.2
_
L
Q
CONTROL PANEL ENCLOSURE - SIDE VIEW
35 PIPE
LL
NTS
6" CONCRETE PAD
J
2" IPS SS LINER
Z
BACKFILL COMPACTION LEGEND
Q
WITH 8T ETRANSITION A SEF P
TRANSITION
U
3::
O
J
w`�
16" BETWEEN BOXES
ENCLOSURE BOXES SIZED FOR PUMP
CONTROL, TELEMETR'!, POWER
NOTES:
- FINAL CONFIGURATION TO BE
EXISTING GROUND
Z
DETERMINED BY CONTACTOR
& SUPPLIER
co
LINE OR SUBGRADE -
O
2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING
Q
POWER CONTROL PANEL
(36"Wx3Ei Hx14 D)
2�-- DUPLEX PUMP CONTROL &
GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT.
( WEATHER PROOF ENCLOSURE
TELEMTRY PANELS
36 "Wx48 "Hx18"D)
w
W /LOCKING DOORS)
WEATHER PROOF ENCLOSURE
Q
EMERGENCY PO
W /LOCKING DOORS)
GFl RECEPTACLE PER
12" GAVEL BASE MIN. COMPACTED
Q
MAINTENANCE SERVICE
PLACARD STATING "IF ALARM SOUNDS
O_
CO. STANDARDS (
OR LIGHT FLASHES, PLEASE CALL
DEPTH
„
AFFORDABLE MONITORING SERVICE
(206)363 -2591
Q
SURFACING (TYP.)
z
Z
m
o N
PIPE RATED TO
GALVANIZED STEEL CHANNEL - C6X8.2
_
REEUC EMESIGN
7' POLY
35 PIPE
LL
-
6" CONCRETE PAD
2" IPS SS LINER
BACKFILL COMPACTION LEGEND
LIGHT & SUMP PUMP
CONTROLS
WITH 8T ETRANSITION A SEF P
TRANSITION
1' FLOAT
L1" PUMP #2 POWER
L
3::
1 "PUMP #1 POWER
PHONE
w`�
1" GROUND
VJ
D CONTROL PANEL ENCLOSURE - FRONT VIEW
>_
.•JJ COMPACTED TO 95% MAXIMUM DENSITY.
NTS
COUPLING DETAIL
UTILITY TRENCH DETAIL
NTS
�. •(
CONTACT PERSONNEL
RICK BRYAN PUMP TECH, INC. (425)644 -8501
CRAIG WESTERN UTILITIES SUPPLY CO..(253)531 -1144 3 ADDED AS -BUILT INFORMATION JB 6 \29 \99
TODD ATKINSON STRONGWELL CHATFIELD (507)867 -3479 -- -- - - -- -- - --
RUSS VAN DERVANTER ALARM MONITORING SERVICE, INC. (206)362 -4482 DELETE J -BOX B VALVE VAULT JM 91" _ 6 -8 -98
IRMA CURL I-W PRODUCTS CO. (425)483 -0300
2 - -- --
k1 REVISED PER CITY OF RENTON REVIEW ST 3/25/98
ND. RE1610N BY I f'FR DATE
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EX %RES: 9- 2Mh1,998 0 Q .N_.
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
CHECKED ST SCALE NTS FEiD BDCIK
AFFPDVED
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NOTES:
EXISTING GROUND
Z
1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY
RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL
�- 2° MIDI. COMPACTED DEPTH ASPHALT
CONCRETE PAVEMENT CLASS B
LINE OR SUBGRADE -
O
2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING
2° CRUSHED SURFACING TOP COURSE
J
VJ
GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT.
1-
MIN. COMPACTED DEPTH
3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING
F-
LANE TO BE OVERLAID.
12" GAVEL BASE MIN. COMPACTED
Q
T IP PACK JOINT x MALE IRON PIPE
M
SAWCUT OR EQUAL CUT
TO BE UNIFORM AND RESTORATION LIMITS MINIMUM !
_
DEPTH
VERTICAL (SEAL JOINT
W /EMULSIFIED ASPHALT) row-wi I MIN.
///EXISTING
/
1
SURFACING (TYP.)
z
Z
m
o N
UTILITY TRENCH DETAIL
NTS
�. •(
CONTACT PERSONNEL
RICK BRYAN PUMP TECH, INC. (425)644 -8501
CRAIG WESTERN UTILITIES SUPPLY CO..(253)531 -1144 3 ADDED AS -BUILT INFORMATION JB 6 \29 \99
TODD ATKINSON STRONGWELL CHATFIELD (507)867 -3479 -- -- - - -- -- - --
RUSS VAN DERVANTER ALARM MONITORING SERVICE, INC. (206)362 -4482 DELETE J -BOX B VALVE VAULT JM 91" _ 6 -8 -98
IRMA CURL I-W PRODUCTS CO. (425)483 -0300
2 - -- --
k1 REVISED PER CITY OF RENTON REVIEW ST 3/25/98
ND. RE1610N BY I f'FR DATE
8 A
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EX %RES: 9- 2Mh1,998 0 Q .N_.
I L
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
CHECKED ST SCALE NTS FEiD BDCIK
AFFPDVED
co toy M".-'Frp SCANNED OU T - 8 1599
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EXISTING GROUND
z
�- 2° MIDI. COMPACTED DEPTH ASPHALT
CONCRETE PAVEMENT CLASS B
LINE OR SUBGRADE -
O
2° CRUSHED SURFACING TOP COURSE
MIN. COMPACTED DEPTH
-
12" GAVEL BASE MIN. COMPACTED
Q
T IP PACK JOINT x MALE IRON PIPE
THREAD
='
_
DEPTH
PSI (MINT
PIPING OR -
CON DU -i
_
SEE W.S.D.O.T. STANDARD PLAN FOR
AND BACKFILL
PIPE RATED TO
150
SDR
_
REEUC EMESIGN
7' POLY
35 PIPE
-
2" IPS SS LINER
BACKFILL COMPACTION LEGEND
WITH 8T ETRANSITION A SEF P
TRANSITION
VARIABLE
MATERIAL
�� COMPACTED AND
95% MAXIMUM DENSITY
GASKET ACCESSORY (TYLER)
I^1 BACKFILL MATERIAL PLACED IN 4" LIFTS AND
.•JJ COMPACTED TO 95% MAXIMUM DENSITY.
COUPLING DETAIL
NTS
UTILITY TRENCH DETAIL
NTS
�. •(
CONTACT PERSONNEL
RICK BRYAN PUMP TECH, INC. (425)644 -8501
CRAIG WESTERN UTILITIES SUPPLY CO..(253)531 -1144 3 ADDED AS -BUILT INFORMATION JB 6 \29 \99
TODD ATKINSON STRONGWELL CHATFIELD (507)867 -3479 -- -- - - -- -- - --
RUSS VAN DERVANTER ALARM MONITORING SERVICE, INC. (206)362 -4482 DELETE J -BOX B VALVE VAULT JM 91" _ 6 -8 -98
IRMA CURL I-W PRODUCTS CO. (425)483 -0300
2 - -- --
k1 REVISED PER CITY OF RENTON REVIEW ST 3/25/98
ND. RE1610N BY I f'FR DATE
8 A
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EX %RES: 9- 2Mh1,998 0 Q .N_.
I L
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
CHECKED ST SCALE NTS FEiD BDCIK
AFFPDVED
co toy M".-'Frp SCANNED OU T - 8 1599
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