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•LET ATION a -
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7. SEti!€R `4AINS- .THAI- WILL BE AT A- - DEPTH_ OF GREATER-
- - /C' - - _
THAN 15 CONSTRUCTED OF PVC C90D. - -_. -- � _ -- -
' - '.SHALL BE CO , , w2msol
0� SANITARY SEWER NOTES AND SPECFlCATIONS p u MoN�a c sE
d L BR 'S N N CrNI.
D_ 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE 9. A COPY OF THESE. APPROVED PLANS. MUST BE ON THE JOB SITE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL: CHLORIDE (PVC) NoRtr. , 7 oa stc sz, tznN, esr
¢ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE WHENEVER CONSTRUCTION IS IN PROGRESS. RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON .CLASS 50.
LATEST EDITION m w
SPECIFICATIONS. OF THE. WSDOT /APWA STANDARDS AND 10. THE CONTRACTOR SHALL PROVIDE THE. CITY OF RENTON WITH AN
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INC B -
H ABOVE FINISHED GRADE I PAVED AREA
AS -BUILT DRAWING OF
N
m A THE SANITARY SEWER SYSTEM WHICH: HAS BEEN
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE STAMPED AND SIGNED BY :A LICENSED. PROFESSIONAL ENGINEER OR
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
LIMITED TO 8'30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE LICENSED PROFESSIONAL SURVEYOR.
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION: AT 277- -
w w. w } 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE MH# 1 54" 1834 N 1/4 CORNER 32 T24N 0=
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. PIPE. IN LAYERS' WITH A LOOSE'. AVERAGE DEPTH OF 6 INCHES,. STA. 2 +14, 8'R
-�. RIM 77.30 ...w -. ww,,.. .... .,.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 917 SHALL BE MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING LAYERS EACH LAYER TO L CA ON: Found a 3/8' bronze plug With
a 1ffi
NOTIFIED 24 HOURS IN ADVANCE. 95 %OF MAXIMUM DENSITY. THESE
INV- 71.30
E E E COMPACTED LAYERS MUST'. EXTEND punch mark on a concrete post monument ®�
FOR ONE PIPE DIAMETER N- '
E 0 EACH SIDE OF THE PIPE OR TO �
dawn G 5' in t
6 ant
o-
- 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SIDE OF THE. TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE MH# 2 54° of intersect'on of the constructed ' times
STA. 3 +70,14"2
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" SHALL BE THE SAME AS DESCRIBED. of WE 43rd Street and ,lanes Avenue N.E.
g PREPARED BY WASHINGTON. STATE CHAPTER AMERICAN PUBLIC WORKS .RIM =71.50 (1st mad west. f Uncoln Avenue NE.) -J '
S
ASSOCIATION, LATEST. EDITION (APWA) AND THE. CITY OF RENTON : INV 57.89 (SW &W) app mutely 1' from a guard rail, a
STANDARD SPECIFICATIONS. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING INV 57.79. (N) app imat,ly 7' from the fog line at the
TRAVELED ROADWAY SHALL. BEBACKFILLED WITH CRUSHED ROCK AND approximate centerline of a gate in the
�-' MECHANICALLY COMPACTED. CUTS INTO THE EXISTING. ASPHALT SHALL MH# 3 54 ". 1 405 chain link fence_ The monument has >-
4. ALL LOCATIONS OF EXISTING UTILITIES: SHOWN ARE APPROXIMATE #
AND IT. SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE BE NEAT INE CUT WITH SAW IN n d Cty of Bell 01 , an is . City
VB. A.GON. CONTINUOUS LINE. A: TEMPORARY STA. 5 +39, 9'L �f I: y. �_ �-0
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR MIX. PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND RIM =64.70 B it web f ark. d City of
m e benchmark. _a
DiSTUR6ANCE. COMPACTION: A PERMANENT HOT MIX PATCH SHALL. BE PLACED WITHIN INV =58:70 (S) SITE ,
10 DAYS AND SHALL BE PER.'. CITY. OF. RENTON CURRENT STANDARDS. INV =58.60 (E) M t. 3/8 m- bronze plug "•% punch an / I
I m W z case, df. 05' 7
O 5. A PRE - CONSTRUCTION CONFERENCE AND A24 HOUR NOTICE SHALL A on, m \ 20�
a O BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 73. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. .(cob 0187,COB -bm) /I' - C.O.R.
THE CONTRACTORS RESPONSIBILITY. TO SECURE ALL NECESSARY # g.. 59967794 Eastm 397383.176
m 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR MH# 4 54' Northing:
g: - \
m m.a PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL OTHERWISE STABILIZED TO THE SATISFACTION OF THE .STA 6 +53, 13'L Elevation: 71.411 meters rlae
'm m ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT RIM -69.00 _
n N - SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF INV =64.10 (S) ��
re N INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
CONSTRUCTION.
INV =64.00 (N) r�gL7PE HORIZONTAL AND VERTICAL CONTROL
w.a- w : 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY �i OF W O nrs.
a a PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF MH# 5 54° �4•�SI -Y AVOID CUTTING UNDERGROUND
m m m 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR. THEM MEANS, METHODS STA: 7 +59, 8'L y Fe• unuTY UNES. ITS COSTLY NOTE:
AND SEQUENCES OF CONSTRUCTION: AND FOR THE SAFETY OF WORKERS THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS .FOR �. ^.a1
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE 'NECESSARY .RIM =75.20 - m , �q v -�
3' rn 'to 'N :: AND OTHERS ON THE CONSTRUCTION SITE. INV =69.20
o. STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR :ROAD AND �✓ ` EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY EXIST.
BRIDGE CONSTRUCTION. THIS. SHALL INCLUDE NECESSARY LEVELING before you
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO .. ._ : IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
'OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL 11832 EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING : I
CONSTRUCTION. l Dig• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE ZONAL' REPRESENTATION IS MADE THAT ALL EXISTING UTILJTIES ARE SHOWN
8. PLANS APPROVED B C PIPE
Y THE TTY OF RENTON, DEVELOPMENT WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE.
a N O SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER, PIPE BEDDING SHALL BE PEA GRAVEL 6 ABOVE AND BELOW THE 1 -800- 424 - .5555 HEREON. THE ENGINEER ASSUMES N RESPONSIBILITY FOR UTILITIES
a3YRIES 11/80/99 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
-I z : PLANS. Ww� PIPE. UNDERGROUND SERVICE (USA) c • CALL BEFORE YOU DIG: 1- 800 -424 -5555
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STD. PLA 1 N
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$ ARY- MAWHOLEj,;
RIM = 78.33 �"'
-SE[ SEWER LIFT STATION
PLAN FOR SEWER
I.E. = 70.36, 8 "PVC N. '�
"PVC
-` CONNECTION DETAILS
I.E. = 70.51, 8 S.
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AS
wwwIaLLIAMSBERG CONDOMINIUMS co
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SANITARY SEWER LIFT STATION DESIGN z
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---- ---- -----
GENERAL NOTES 0
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1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT. 0
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2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
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CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICA TIONS, U.B.0 (1994 EDITION), AND
-- ----- THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. m
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DUPLEX L PANEL
UUIL c P� 3. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
<
CEME OACRE��PAD 4. THE CO TRACTOR SH L SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
N AL
180 PVC VENT ING CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARIMENT INSPECTIONS DURING
T
HIGH VENT L kTION REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE
CONSTRUCTION, SOME OF THE INSPECTION WILL BE PERFORMED BY A
REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY BACKIFILLING OF CONSTRUCTION.
0
z 5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE LIFT STATION OPERATION
F-
LOW VENT ILTATION,, UNTIL THE PROPOSED STATION IS ON-LINE AND ACCEPTED IN WRITING BY THE <
CITY OF RENTON.
0
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYSTEM NEEDED _j
lie IT AS REQ'D. TO KEEP THE EXCAVATION SITE DEWATERED. THE DEWATERING SYSTEM WILL BE
EXPLO OF JUNCTIO1 B0\ \
ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS
�
7; j i SECTION 1-09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD
I OF STORMWATER REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
5 LY PIPE
55L"DR I I TO 150 PSI
35 PV 0,1
AA % JO
BE RATED TO T50 P I (MIN. ) TYP..
H #2
4 PFF ST
W
E 2 jMANHU
W
125±
4,
R
IE-57.7 PVC1. lE=54.
0
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TRASH RACK
ALL JOINTS AND FITTINGS SHALL
BE RATED TO 150 PSI (MIN.) TYP.
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ROCKERY
LD cf)
0
'NC S127911
__0LN pRIVE
NE Ld
W _64-T POLY PIPE RATED z w E
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-2NIS! -COUPLING PSI (MIN) -A
(D
ZMEE DETAIL ME z
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T.,
0
10-87 SDR 35 PVC 0 2% MIN. A. -d
EXIST. SAN. SEWER MANHOLE
0 10 20 40 RIM=78.33
I !E:,700:36 lr"Z 'N�
E NOTE: o o 21143
IE=70.60 8_PVC W NEW) THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAIN PREPARED BY 'ONAL 0,
SCALE 1'=20' Ids KUSSMAN ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB EXPIRES: 9-24-1990
STOPS, BUILDINGS, PARKING LOT ENTRIES/EXITS, PARKING STALLS, LMO]
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHITECT'S FULLY DIMENSIONED SITE PLAN.
CITY OF RENTON
- DEPARTMENT OF FUE3L_I1-_ VV<DFIKS
AM CIIIIMC UNDSWROON
casu.
Call NOT -
EmNG UTILITY unArm mm HEREON ARE APPROXIMATE ON
before you IT SHALL BE THE CONTRACTORS RESPORSIBLITY TO DErERMR& THLEY.
D(ACT VERTCAL M:HORIZONM LOCATION OF ALL DUSTING UNDER- E ST 98 RLE NO
Dj g GRDUND UTILITIES PRIOR TO COMMENCING CONSTRUVION. NO UP
REPIZESUfTATION IS MADE THAT :ALL: EaSTINIG UTILITIES ARE SHOWN DRAWN - -
HEREON. THE DIGIINEER ASSUMES: NO RMPONSIBIRM FOR unU11ES 1, 1�11 Si RELD BOOK
wwp_j 1-800-424-_1;5W NOT SHOWN � OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. REVISED PER CITY OF RENTON REVIEW ST FACE
UNDERGROUND SIONCE OUSA) CALL 813DRE YOU DIG: 1 -BOO- 424 -5555 FEVSON DY APM DAIS A"ROVED
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41.
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IrF
OSHA APPROVED FALL -
RESTRAINT CONNECTION
PROPOSED CONCRETE WET WELL
TOP SLAB AND ACCESS HATCH
CONTROL CABLE:
- TO SPLICE JUNCTION BOX
LIGHT:
- EXPLOSION PROOF LIGHT, INSTALLED
® HIGHEST ELEVATION
CABLE HOLDER:
S.S. KELLEMS
- 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
® 12" O.C.)
ELEV 60.00 8" PVC y
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
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.
PAIN. OPENING SIZE 60"x72""
r3" DIA. SCH. 80 HIGH VENT PIPING
SEE SHEET i FOR LOCATION
3" DIA ' SCH . 80 LOW VENT PIPING
SEE SHEET 1 FOR LOCATION LW PRODUCTS COMPANY SINGLE -LEAF
1' ACCESS DOOR MODEL N. HS -56.
�- ACCESS HATCH SHALL UD SHALL BE
CORD H -20 LOAD RATED, LOCKABLE, AND SHALL
SUPPORT HAVE HATCH DRANS AND LOCKING ARMS.
RIM =70 -25 BEE HIVE STRAINER MIN. OPENING SIZE 48"x60"
(BOTH VENTS)
----- -. - -11 I..
I r1r_ //�2" D.I. PRESSURE
/ COVER /j MIN.
1� I LOW �-1 1/2 SCH. 80 PVC
SHRINKAGE SUMP PUMP DISCHARGE
GROUT
4 (TYR)
LOW VENT PIPE TERMINATES
® ELEV. = 59.75
SUMP PUMP DISCHRAGE
PIPE TERMINATES ® ELEV. = 58.00
STAINLESS
STEEL
LIFTING
CHAIN
PUMPTECH STAINLESS STEEL
SHORT -RAIL GUIDE RAIL SYSTEM
. / I
GROUT SHELF:
- 1' WIDE 0 69 ANGLE
AROUND ENTIRE BASE
EXPLOSION PROOF SPLICE
JUNCTION BOX
'LHII�� = °'- WET WELL:
- 84 4 PRE -CAST
3" SCH. 80 LOW VENT PIPING
AS REQ'D.
CONCRETE
DUPLEX PUMPS:
AURORA SUBMERSIBLE 3HP GRINDER PUMP
3" SCH. 80 HIGH VENT PIPI
FOUNDATION SOIL SHALL BE FIRM
W /2" DISCHARGE MODEL NO. G2HX30ODD
Q LIFT STATION
AS CAPABLE LIFT STATION
(36 200 VOLT) W14.50" TRIMMED IMPELLER
- EXACT PUMP CONFIGURATION MUST BE
NTS
BYDCIIPLYORT,NG
- GRAVEL BASE MAY BE REQUIRED
APPROVED BY THE CITY OF RENTON
II
PEDING SOIL CONDITIONS
PRIOR TO INSTALLATION.
FIBERGLASS ACCESS LADDER TO LANDING
Z
EXPLOSION PROOF SPLICE
JUNCTION BOX
16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP
3" SCH. 80 LOW VENT PIPING
AS REQ'D.
FIBERGLASS ACC
--
3" SCH. 80 HIGH VENT PIPI
dry
y SEE SHEET 1 FOR VENT LO
II
X
84!' WET WELL MANHOLE W /WASSER MC -
a
¢ 3
- EXTERIOR COATING AND SENTRY. POLYMER
SEMSTONE 145 -S INTERIOR COATING SYS
kN
ELECTRICAL CONDUIT
AS REQ'D.
ao
II
N
II
FIBERGLASS ACCESS LADDER TO LANDING
Z
3/4" TIE RODS SEE
(WEATHER PROOF ENCLOSURE
W /LOCK,ING DOORS)
a
o DUPLEX SUBMERSIBLE GRINDER PUMPS----/
W /RAIL REMOVAL SYSTEM
m
P
`V 22" LANDING:
u - REMOVABLE. NON- CORROSIVE
STRONGWELL GRATE SUPPORTED BY STAINLESS
STEEL ANGLE (1/2" ANCHOR BOLTS
o ® 12" O.C.)
ELEV.= 60.00
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WET WELL
FINISH EXTERIOR
W /WASSER MC -TAR
FIBERGLASS ACCESS LADDER
2" D.I.
2" POLY PIPE
RATED TO
150 PSI (MIN)
—PIPE SUPPORTS EQUAL
TO STANDON S -89
REMOVEABLE FRP GRATING AT TOP OF SUMP PIT
TO SUPPORT 200 PSF. TOP OF GRATING TO BE
FLUSH WITH FINISHED VAULT FLOOR
SUMP WITH AURORA SUBMERSIBLE PUMP MGUEL W25A1
- PLUMB TO DISCHARGE INTO ADJACENT WETWELL
- PROVIDE WITH ELECTRICAL RECEPTACLE &
AUTOMATIC FLOAT CONTROL OPERATION
REQUIRED STATION FEATURES
STRUCTURAL:
SUBMERSIBLE GRINDER PUMPS IN WETWELL WITH SEPARATE VALVE VAULT
(AURORA OR APPROVED EQUAL)
ACCESS LADDERS IN VALVE VAULT AND WE -WELL WITH LADDER UP
EXTENSION, EQUAL TO CITY STANDARDS.
MAINTENANCE PLATFORM FOR WETWELLS 1D' AND DEEPER.
INTERIOR CONCRETE WETWELL FINISH - SENTRY POLYMERS " SEMSTONE
145 -5".
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, LAG PUMP ON, LEAD
PUMP ON, PUMP OFF, REDUNDANT PUMP OFF.
INTRUSION SWITCHES ON ELECTRICAL ENCLOSURES, VALVE VAULT HATCH
& LIMIT 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 II JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING
WIRE OUTSIDE OF WETWELL.
FINISHES:
METALS (INTERIOR) INCLUDING D.I. PIPE SURFACE PREP - SSPC -SP -6
(2) COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE
EACH COAT (3 TO 5 MIL OFT)
TELEMETRY:
SENTRIDIAL AUTODIALER MODEL 1512 TELEMTRY PER CITY STDS.
CONTRACTOR SHALL CONTACT AFFORDABLE MONITORING SERVICE @ (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 EIGHT AND ALARM
- PHASE FAILURE PROTECTION (3 PHASE ONLY)
- LEAD PUMP SELECTOR SWITCH
- LIGHTNING 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 SWITCH FOR EACH PUMP
ELECTRICAL CONDUIT
16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP
VALVE VAULT W /COAL TAR
EPDXY EXTERIOR COATING
AS REQ'D.
METER
--
MIN. COMPACTED DEPTH
dry
MOUNT MEIER /E`C ON SIC-
- O POWER ENCLOSURE
II
DETERMINED BY CONTRACTOR
& SUPPLIER
a
¢ 3
SEE W.S.D.O.T. STANDARD PLAN FOR
ELECTRICAL CONDUIT
AS REQ'D.
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Q
POWER CONTROL PANEL
(36 "Wx36 "Hx14 "D)
Z
3/4" TIE RODS SEE
(WEATHER PROOF ENCLOSURE
W /LOCK,ING DOORS)
TELEMTRY PANELS
(36 "Wx48 "Hx18 "D)
(WEATHER PROOF ENCLOSURE
to
DUMP DISCHRAGE PIPE
INTO CONC. (TYP.)
Y m 3
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SUMP PUMP DISCHARGE
2" SWING TYPE CHECK VALVE (TYP)
2" ECCENTRIC ISOLATION VALVE (TYP.)
PLAN VIEW FIBERGLASS ACCESS
NTS
ACCESS HATCH
HINGE LOCATION
/-LADDER TO
LANDING
- - - - - - - - -
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HINGE LOCATION
ACCESS HATCH
HINGE LOCATION.
NOTES:
1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY
RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL.
2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING
GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT.
3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING
LANE TO BE OVERLAID.
SAWCUT OR EQUAL CUT
TO BE UNIFORM AND RESTORATION LIMITS MINIMUM
(
W/ MULSITl D EAL JOINT
ASPHALT) 12 12"
MIN MIN.
EXISTING GROUND --�
LINE OR SUBGRADE
0
2" IP PACK JOINT x MALE IRON PIPE THREAD
p1PE RATED 10 150 P51 (MIN)
2, pOLY g' SDR 35 PIPE
2" IRS SS LINER
8"x2" TART CAP MJ
WITH 8° SEWER TRANSITION
GASKET ACCESSORY (TYLER)
COUPLING DETAIL
NTS
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EXISTING SURFACING (TYP.)
-- ° SI 2" MIN. COMPACTED DEPTH ASPHALT
16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP
CONCRETE PAVEMENT CLASS B
METER
--
MIN. COMPACTED DEPTH
dry
MOUNT MEIER /E`C ON SIC-
- O POWER ENCLOSURE
II
DETERMINED BY CONTRACTOR
& SUPPLIER
a
¢ 3
SEE W.S.D.O.T. STANDARD PLAN FOR
W
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Q
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TELEMTRY PANELS
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to
EMERGENCY POWER
W /LOCKING DOORS)
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NOTES:
1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY
RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL.
2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING
GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT.
3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING
LANE TO BE OVERLAID.
SAWCUT OR EQUAL CUT
TO BE UNIFORM AND RESTORATION LIMITS MINIMUM
(
W/ MULSITl D EAL JOINT
ASPHALT) 12 12"
MIN MIN.
EXISTING GROUND --�
LINE OR SUBGRADE
0
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p1PE RATED 10 150 P51 (MIN)
2, pOLY g' SDR 35 PIPE
2" IRS SS LINER
8"x2" TART CAP MJ
WITH 8° SEWER TRANSITION
GASKET ACCESSORY (TYLER)
COUPLING DETAIL
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EXISTING SURFACING (TYP.)
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16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP
CONCRETE PAVEMENT CLASS B
CONTROL, TELEMETRY, POWER
--
MIN. COMPACTED DEPTH
j - FINAL CONFIGURATION TO BE
12" GRAVEL BASE MIN. COMPACTED
II
DETERMINED BY CONTRACTOR
& SUPPLIER
a
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SEE W.S.D.O.T. STANDARD PLAN FOR
W
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REQUIREMENTS
BACKFILL COMPACTION LEGEND
Q
POWER CONTROL PANEL
(36 "Wx36 "Hx14 "D)
DUPLEX PUMP CONTROL
COMPACTED TO 95% MAXIMUM DENSITY
(WEATHER PROOF ENCLOSURE
W /LOCK,ING DOORS)
TELEMTRY PANELS
(36 "Wx48 "Hx18 "D)
(WEATHER PROOF ENCLOSURE
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W /LOCKING DOORS)
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C>EPAR'f'MENT OF PUBLIC- WORKS
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NOTES:
1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY
RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL.
2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING
GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT.
3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING
LANE TO BE OVERLAID.
SAWCUT OR EQUAL CUT
TO BE UNIFORM AND RESTORATION LIMITS MINIMUM
(
W/ MULSITl D EAL JOINT
ASPHALT) 12 12"
MIN MIN.
EXISTING GROUND --�
LINE OR SUBGRADE
0
2" IP PACK JOINT x MALE IRON PIPE THREAD
p1PE RATED 10 150 P51 (MIN)
2, pOLY g' SDR 35 PIPE
2" IRS SS LINER
8"x2" TART CAP MJ
WITH 8° SEWER TRANSITION
GASKET ACCESSORY (TYLER)
COUPLING DETAIL
NTS
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EXISTING SURFACING (TYP.)
-- ° SI 2" MIN. COMPACTED DEPTH ASPHALT
? = -'
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CONCRETE PAVEMENT CLASS B
2" CRUSHED SURFACING TOP COURSE
--
MIN. COMPACTED DEPTH
-
12" GRAVEL BASE MIN. COMPACTED
II
DEPTH
a
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SEE W.S.D.O.T. STANDARD PLAN FOR
W
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TRENCH DESIGN AND BACKFILL
II
REQUIREMENTS
BACKFILL COMPACTION LEGEND
VARIABLE
CD BACKFILL MATERIAL PLACED IN 6" LIFTS AND
Z
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COMPACTED TO 95% MAXIMUM DENSITY
U BACKFILL MATERIAL PLACED IN 4" LIFTS AND
COMPACTED TO 95% MAXIMUM DENSITY.
UTILITY TRENCH DETAIL
CONTACT PERSONNEL
RICK BRYAN PUMP TECH, INC. (425)644 -8501
CRAIG WESTERN UTILITIES SUPPLY CO. (253)531 -1144
TODD ATKINSON STRONGWELL CHATFIELD (507)867 -3479
RUSS 'VAN DERVANTER ALARM MONITORING SERVICE, INC. (206)362 -4482
IRMA CURL LW PRODUCTS CO. (425)483 -0300
NTS
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DEEXi4ED S7
-- - -- - DAM 3/16/98
- - -. - -__ RLE NO 97 -144
-- DRAWN
APPFAYD 5 HELD BOLY: PAGE
REVISED PEP, CITY OF RENTON REVIEW Si 3/25/98 cHECXED - Si __ .ALE NT ` n E�
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C>EPAR'f'MENT OF PUBLIC- WORKS
DEEXi4ED S7
-- - -- - DAM 3/16/98
- - -. - -__ RLE NO 97 -144
-- DRAWN
APPFAYD 5 HELD BOLY: PAGE
REVISED PEP, CITY OF RENTON REVIEW Si 3/25/98 cHECXED - Si __ .ALE NT ` n E�
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SANITARY SEWER LIFT STATION DESIGN
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EXIST. SAN. SEWER MANHOLE
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ALL JOINTS AND FITTINGS SHALL /�
,-ALL RATED TO 150 PSt (ROL) W.
A GENERAL NOTES
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT.
2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C- (1994 EDHION), AND
THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.
3. A PREOONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
4. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING
CONSTRUCTION. SOME OF THE INSPECTION WILL BE PERFORMED BY A
REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE
REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY 13ACKFIWNG OF CONSTRUCTION.
5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE UFT STATION OPERATION
UNTIL THE PROPOSED STATION IS ON -LINE AND ACCEPTED IN WRITING BY THE
CRY OF RENTON.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYS" NEEDED
TO KEEP THE EXCAVATION SITE DLWATERED. THE DEWATERING SYSTEM WILL BE
ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS
SECTION 1- 09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD
OF STORNWATER2 REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
NOTE
M ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
KUSSMAY ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB
STDPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHNECPS FULLY DIMENSIONED SITE PLAN. r—
Cab NOTES
EX6IM [JERRY LOWOW SIM& Ma MN AW APPIm70tt1E ONLY
before you It SHALL EE THE CGKUVCR LS RESPONS1111,TY TO TEE
FXACf VERIIGIL. AHb EIIFffiii WK LO(70NX1 OF ALL FXISEdG IRi7E4- _
Dig c;:awao JMMES PRIOR TO N10CM COI&I UCHOK No - - — - _
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ALL JOINTS AND FITTINGS SHALL /�
,-ALL RATED TO 150 PSt (ROL) W.
A GENERAL NOTES
1. THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT.
2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C- (1994 EDHION), AND
THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS.
3. A PREOONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE
REQUIRED PRIOR TO STARTING CONSTRUCTION.
4. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING
CONSTRUCTION. SOME OF THE INSPECTION WILL BE PERFORMED BY A
REPRESENTATIVE OF THE CITY OF RENTON, THE CONTRACTOR SHALL NOTIFY THE
REPRESENTATIVE 24 HOURS IN ADVANCE OF ANY 13ACKFIWNG OF CONSTRUCTION.
5. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE UFT STATION OPERATION
UNTIL THE PROPOSED STATION IS ON -LINE AND ACCEPTED IN WRITING BY THE
CRY OF RENTON.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYS" NEEDED
TO KEEP THE EXCAVATION SITE DLWATERED. THE DEWATERING SYSTEM WILL BE
ACCORDING TO THE GUIDELINES OF THE 1994 WSDOT STANDARD SPECIFICATIONS
SECTION 1- 09.06. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING METHOD
OF STORNWATER2 REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
NOTE
M ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
KUSSMAY ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB
STDPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHNECPS FULLY DIMENSIONED SITE PLAN. r—
Cab NOTES
EX6IM [JERRY LOWOW SIM& Ma MN AW APPIm70tt1E ONLY
before you It SHALL EE THE CGKUVCR LS RESPONS1111,TY TO TEE
FXACf VERIIGIL. AHb EIIFffiii WK LO(70NX1 OF ALL FXISEdG IRi7E4- _
Dig c;:awao JMMES PRIOR TO N10CM COI&I UCHOK No - - — - _
!F/IiX1N 6 WLIE lEfA7 ALL F7451@G IJEIIiiFS A( Si01R1 / :3, LIZ MiEW THE 06BU A ZII NO UE@JIIS 1- 800 - 424 -5555 W' 37OM ON UDUUES t1 F S W „ Trm PROPER LOCA �L REVISED PER CITY OF RENTON REVIEW ST 3/25/98
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FLENO.
97 -144
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LW PRODUCTS COMPANY DOUBLE -LEAF
ACCESS DOOR MODEL N0. HD -3B.
ACCESS HATCH SHALL BE H -20 LOAD RATED,
LOCKABLE, AND SHALL HAVE S/S UFANG CYLINDERS,
LOCKING ARMS AND HATCH DRAINS.
MIN. OPENING SIZE 60 "02"
r3" DIA SCH. 80 HIGH VENT PIPING
/ SEE SHEET 1 FOR LOCATION _
REQUIRED
STATION FEATURES
STRUCTURAL
METER i
OSHA APPROVED FALL
RESTRAINT CONNECTION
/
MOUNT METER /ETC ON SIDE
OF POWER ENCLOSURE
SEE' HEET 7 FOR LOCATION .., RODUCTS COMPANY SIN
SUBMERSIBLE GRINDER PUMPS IN WETWELL WITH SEPARATE VALVE VAULT
PROPOSED CONCRETE WET WELL
_
,j 1 • L�
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ACCT YODEL No. -�_
ACCESS HAT „ D SKILL BE
(AURORA OR APPROVED EQUAL)
ACCESS LADDERS IN VALVE VAULT AND WETWEiL WITH LADDER UP
TOP SLAB AND ACCESS HATCH
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SUPPORT �J 1
H -20 LOAD P AND RMS-
,PAV,EE D4NN5 AND LNG ARMS.
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MAINTENANCE PLATFORM FOR WE7WELL5 70' AND DEEPER_
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- S.S KELLEMS
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RATED TO
I & LIMIT SWITCHES ON BOTH CHECK VALVE ARMS.
FUTURE ADJUSTMENT
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-
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MOUNT METER /ETC ON SIDE
OF POWER ENCLOSURE
L
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SERVICE DISCONNECT PANEL
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2 112" PUGET POWER -
3 -PHASE POWER RED D.
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CONTROL PANEL ENCLOSURE — SIDE VIEW
MS
J
Z
0
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FIBERGLASS OR STAINLESS STEEL 1 - CARD LIGHT W,,SWITCH IN CONTROL PANE! lo' BETWEEN BOXES
GROUT Z% JCPLOSIQN PROOF LIGHT FIXTURE IN WETWELL WITH SWITCH IN ENCLOSURE BOXES SIZED FOR PUMP
ACCESS LADDER 1 I �` (TYP) CONTROL PANEL CONTROL, TELEMETRY, POWER
i �I I I LOW VENT PIPE TERMINATES e - 'WSDOT TYPE 11 JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING - FINAL CONFIGURATION TO BE
FINISH EXTERIOR
(j e ELEV_ = 59 -75 y L 'WIRE OUTSIDE OF WET WELL DETERMINED BY CONTRACTOR
W /WASSER MC -TAR I
OR EQUIVALENT i 1 1 &SUPPLIER J
1' B - !FINISHES-
LANDING: - 1�9' ..
- REMOVABLE NON - CORROSIVE { ) : DUPLEx PUMP CONTROL & t-
.METALS ROERIOR INCLUDING D9. PIPE SURFACE PREP- SSPC -SP -6 POWER CONTROL PANEL
STRONGWELL GRATE SUPPORTED BY STAINLESS STAINLESS (2) COATS 7N C SERIES 66 HI- BUILD EPDXQUNE 6 Wx36°Hxt4'D)
STEEL ANGLE (1/2" ANCHOR BOLTS 1 STEEL EACH COP.! (3 TO 5 MIL OFT) (WEATHER PROOF ENCLOSURE TELEMTRY PANELS W
36 °Wx48°Hx18°D)
® 12" O.C:) LIFTING _ -TELEMETRY W /L�� ��) (WEATHER PROOF ENCLOSURE Q
ELEV.= 60.00 i3" PVC y CHAIN SENTRIDAL AUTDDIALER MODEL 1532 7E_I ENTRY PER CITY SIDS. / )
PUMPTEGH STAINLESS STEEL EMERGENCY W LOCKING DOORS
LOW SHRINKAGE I j SHORT -RAIL GUIDE RAIL SYSTEM �'"°� ?�" MONITORING SERVICE (206)353 -2591 GFI RECEPTACLE PER Z
GROUT ! O'KE C --DOLT " MAIR -ANY TO OBTAIN PHIDNE NUMBERS FUR MAINTENANCE SERVICE rS
(TYP) - f ::i W3ff t W?-'Al TELEMETRY TO CONTACT FOR ALARM 4�]CATION. CO. STANDARDS PLACARD STATING "IF ALARM SOUNDS V
I OR LIGHT FLASHES, PLEASE CALL
FLOAT WIT 3900 MERCURY _ -., T i1 AFFORDABLE MONITORING SERVICE
FLOAT SWITCHES ). GROUT SHELL: _ - TN�Y o
® (206)363 -2591
LAG PUMP ON ARM EL 7 00 / F - t' WIDE ®60' ANGLE
" - -- -- - -- - _ STANDARD NEiIA 4X NON- METALLIC UL 913 CONTROL BOX SHALL INCLUDE THE GALVANIZED STEEL CHANNEL - C6X8.2 L
HIGH WATER ALARM ELEV =56.75 ELf`i -- =53 00 C� AROUND ENTIRE BASE -- FOLLOWING, r
LEAD PUMP ON ELEV 56.00 ° __ t
PUMP OFF ELEV.= 54.00 - HIGH LEVFl ALARM LX,i3T f1A4ffiNG
e
REDUNDANT PUMP OFF ELEV. =53.75 _ -- - - { I ° e
_ WET WELL: HIGH LEVEL ALARM BORN WITH PUSH TO SILENCE SWITCH
-
8470 PRE -CAST DRY CONTACTS FOR TELEMETRY OF ALARM CONDITIONS < ° ILLJLLL
CONCRETE - REDUNDANT OFF FLOAT SWITCH �
DUPLEX PUMPS: ELAPSED ITIC METER (� PUMP) Lll C CONCPETE PAD
AURORA SUBMERSIBLE 3HP GRINDER PUMP FOUNDATION SOIL SHALL BE FIRM - SEAL FAILURE LIGHT AND ALARM
W /2" DISCHARGE MODEL N0. G2HX300DD Q LIFT STATION AS APPROVED SUPPORTING UFT STATION _ LEAD PUMP E � �3 �-Y) �t" LIGHT & SUMP PUMP w
(30 200 VOLT) W /4.50" TRIMMED IMPELLER t " 1" FLOAT CONTROLS W
MS - GRAVEL BASE MAY BE REQUIRED - LIGHTNING SUPPRESSOR 1 PUMP #2 POWER
EXACT PUMP CONFIGURATION MUST BE PEDING SOIL CONDITIONS VAT PUP ON T� 1�1AY (15 -20 SECONDS) 1 "PUMP #1 POWER �
APPROVED BY THE CITY OF RENTON 70 'VOLT CL3NVENt£NC£ OUTLET (G;7) 1° PHONE '^
PRIOR TO INSTALLATION - t' SWNG DEAD FRONT DOOR WITH NON -FUSED DISCONNECT (WITH FUSED 1" GROUND VJ
'
DISCONNECT)
PUMP
SWITCH FOR EACH ON /OTd AAEACH & CONTROL PANEL ENCLOSURE — FRONT VIEW >—
LDtPL�S1Bt1"PROOF"'SPUCE', '
4UNOTfw_BOX t l - - _ 1 MS F
ELECTRICAL CONDUIT ! - - NOTES: 25:
3
3" SCH_ 80 CON' VENT PIPING -� ,� E`�,. °- °o D
FIBERGLASS ACCESS LADDER \ RECD. / r 1 ALL TC ACROSS CITY RROADS, OR ROAD APPROACHES IN CITY
PATCHES
RIGHT-OF-WAY CONFORM Z o = N
A Qr^
3" SCH. 80 HIGH VENT PIPING 2. TEMPORARY PATCH TO BE BA.CKFILLEn AND COMPACTED TO EXISTING VJ ° n
SEE SHEET 1 FOR VENT LOCATION d l GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT. o t
6_EGTRICAL - CONDU,T
3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRMNG o
,AS -REQ-O ° ' f LANE TO BE OVERLAID. N
DE RODS SEi
84" WET WELL MANHOLE W /WASSER MC -TAR �..,, �r,. s 3/4"
EXTERIOR COATING AND SENTRY POLYMERS DUMP DISCHRAGE PIPE INTO CONC. (TYP.) P'OOLf PP_r RATED TO 150 PSI (MIN) U M
SEMSTONE 145 -S INTERIOR COATING SYSTEM _ _
_ - - - - SEr�R SAWCUT OR EQUAL CUT RESTORATION LIMITS MINIMUM Z °�
-1 ( 2" D.1. NP. i I TO BE UNIFORM AND _
I / / ( W/EVERTICAL FIm ASPHALT) 12' 12° EXISTING SURFACING (TYP.) .4 _
0
} V ..k, 3 MM. j MIN. 00
I ` I I a ! o N o
Z
FIBERGLASS ACCESS LADDER TO LANDING - - - - - r!
- -..
R::4's 1 _ 2" MIN. COMPACTED DEPTH ASPHALT Z '� m E
EXISTING 44EXIBLP- C- 66PtINC - 1 i:� OR SUBGRADE CONCRETE PAVEMENT CLASS 6 0 `� SqyP
DUPLEX SUBMERSIBLE GRINDER PIMPS, i PUMP i \ 2" CRUSHED SURFACING TOP COURSE W VJ /RAIL REMOVAL SYSTEM �\ 5CMPPUMP- Fit3CFiARGE Y - ' - - ► \ \\ = MIN. COMPACTED DEPTH �T7unuTl' °�
- _ 12° GRAVEL BASE MIN_ COMPACTED u o m �
7 SWING TYPE CHECK VALVE (TYP) 2" IP PACK JOIN x MALE IRON PPE THREAD ( - DEPTH m m
22" LANDING �2" J f �q� A O � 3
s i' -- 2° ECCENTRIC ISOLATION VALVE (TYP.) - 1'�"•'"
1, - FA'{.J9 SEE W.S.D_O.T- STANDARD PLAN FOR
- REMOVABLE NON CORROSIVE / P:P1NG OR
STRONGWELL GRATE SUPPORTED BY STAINLESS �' tigEl2CtASS�EES'i-tA�UER� - ,��l I CONDUIT _ TRENCH DESIGN AND BACKFlti a E a STEEL ANGLE (1/2° ANCHOR BOLTS PLAN - VIEW. / REQUIREM °: �(j(� - 12' O.C.) H 8" SDR 35 - EMS Prq c ELEV.- 60 -OG NTS i ,. �r PIPE 1ACCESS HATCH i BACKFILL COMPACTION LEGEND O.• a r1°3 � +tl �n o 'fi o HINGE LOCATION / LMER-- I FS srs co -a r,,
rI, .. 8"x2° TAPT CAP W BACKFILL W -ERLAL PLACED IN 6 LFFTS AND Slox,, c rn IT
WITH 8" SEWER TRANSITION I VARIABLE �0 c
COMPACTED -0 95% MAXIM.JM DENS !7) p
/ � - - - - - - CASKET ACCESSORY (TYLER) Em 9 -14-1998 0 0
-- / I '� COMPACTEDA70R95 %PMAXIMUM DENSITY. Ai.v
o
1
1 COUIPUNG DETAIL CITY OF RENTON
c LADDER TO ACCESS HATCH DEPARTMENT OF PUBLIC WORKS
LANDING HINGE LOCATION -
— — — — — — — — — i i j UTILITY TRENCH DETAIL
i i s NTS
o CONTACT PERSOTNNEL
a`
i
cv _ ff LADDER RICK BRYAN PUMP
J ,r TECH, 9C (a2 )r� .
-8701
LOCATION
'CRAIG WESTERN UTILITIES SUPPLY CO. (253)531 -1344
ODD ATK24SON
STRONGWELL CHATFlELD ($07)867 -3479 - pA3E � /16/98
° - -_- - RUSS VAN DERVA 11�it ALARM MONITORING SERVICE, IMC_ (206)362 -4482 0 -t, J. zr .S T ( ;, 1�t 1 - DP / - -
s IRMA CURL LW PRODUCTS CO. (425)483 -0300 -. - - ! ta.F
wwp J? -1 y*i > 97 ,44 PAGE
=' HINGE LOCATION - _i RfMSEO PER CAF REMON REVIEW Ski ; /98� -_ -._- _..
�- ACCESS HATCH S' s=ue NTS sir n n -
cvJ) 2� a-ro? �((�_ - ?� fey ^i G L
ROLt,
Z37
jo CURB R NiDE FFE - / - 11� U - - m
�. 50. / 8 - �I 71
CURB - `' -�- - ,' ,
tff _
ETURN TABLE 811 `� 4 % - _
(� c ,,, - CRt R =53.00 PC=STA- 1 +00.21 14.00'LT _v , -- WETLAND
B
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FT =57A. 0 +16.'8 12.00'LT r`
$ W s G Ka CR _ _. T' \ =� F- r"� - Bill "�� i "_...I�.. 1r /A /I z
z m
PT =STA. IO +16 78 14.00 RT - /� ! .�•., �` . �, \. T,\,.:, ~{ ' • 11 1 65.66 "1 O CO 64.66'
y 2 R -<a00 PC STA. r �r _ _
i 12.00 RT - - \ ; �j _ C ' 6 {66 1 I
zz" ❑ _. _._._ ,_ _' / �
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CO G [
+ -
• _ _ • " �..' ':�.. ,•'' 'i �' 0189' E 3
25:7
\\ '4r 7065 _ 7 o+N06.2 '42 "W �C r 6•
o t _ f III 7666'7� --82 \� \: ,:7066'. -f _ 84-63' N
° _ I II.
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a I
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,
78.66 i
I �. .� _ 5 i
r =+ W > m W I
�
25' : ' 25.00' BUFFER
(n ( _
82 STA. 7+
Q 3' BUFFER
1
WETLAN -REPLACEMENT AREA
o
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46
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INTEIRSECTI N ', STA N 4 5
Y STA - OIF22.29' 1NTERI 25.00
CD
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it
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[ WETLAND 'A'
SEWER LIFT STA N
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- -
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70.66 7
7066'`
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L. SAN r
rWER
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"FORCE MAIN' BLOCATED
IN ( MATCH GU, ), FIELD TO THIS LOCATION
- " "- INV- 93.89±
_ - _
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7
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- -,- egv = 8.00± ...... R
,
iT ------
48900,. �� ___.-
% 68 - ..
OV _9' 90 NOYEEWER MAINS`THAY_ WILL BE AT -DERT}8 OF GREATER _ -. _ -7 i_ -
- -. ' - - +.�� THAN 15.SRAL4 BE'CONSFRUCTED OF PVC C96D: - - - -- 7
'( �6
F _ -
THIS DRAWING DEPICTS CERTAIR' BUILT7N ORMATION. ANY CHANGE -TO THE DESIGN INFORMATION -
w AS.A- RESULT DF"FIELD`A$- UILTS- IS,SHOWN WITIt A LINE THROUGH IT FOLLOWED BY THE AS -BUILT
m INFORMATION; I.E. 365.Bg 303.65. IF DATA IS NOT INDICATED IN THIS FASHION, R IS NOT AS- BUILT.
�F ES NOT OBSERVABLE FPOM SUR,-A:;E OBSERVATION HAS BEEN PROVIDED BY A: '
UNDERGROUND FFATLtR ,0 1.
CONTRACTOR & NOT VERIFIED. _ "' 83;' P "0
d 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) .... s cn -
1. ALL WORK MATERIALS SHALL BE IN CONFORMANG- WITH THE 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE '
WHENEVER CONSTRUCTION IS IN PROGRESS. _
RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. o Er ;e. zan, ssE
¢ STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE � -
LATEST EDITION NOTES AND SPECIFICATIONS OSn�DARDS AND
m m on SPECIFICATIONS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, :#T@."W 4, i t
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 7
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE - ..`.- .•;. -- �
LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE LICENSED PROFESSIONAL SURVEYOR. -
x APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -
v_ y 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 11. BACKFII_L SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE MH# 1 54 R5E4 N 1/4 CORNER 32 T24N
- STA. 2 +14, 8'R
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. _
_ ml`e - 7.30. 77.60 THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER 70 ` --
LOCATION' Found a 3/8° bronze plug ,,t -
NOTIFIED 24 HOURS IN ADVANCE. 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND - 70.60 (M punch mark on o concrete post monument
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE down 05' in a monument case at the point u _ '
m MH 2 54 of intersection of the construct_d centers aes EMERGENCY GATE - - -
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE #
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CON"TRUCTION" SHALL BE THE SAME AS DESCRIBED. STA. 3 +70,14'R f N.E. 43rd Street and Jones Avenue N.E. _ >8
g PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS 72.41 (1st road west of Lincoln Avenue N.E.) �Q. �.� 2p•
W8cW1 57.76 (SWBW' approx mutely V from n guard ra'I, - _
ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING approximately 7' from the fog line at th V 4' -
STANDARD SPECIFICATIONS. �N). 57.66 IN) e R �,L j- �`-
QED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND aPp ... "mate centerl ne of a gate in the 4v to s
I 405 than link fence The monument has W
w MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL MH 3 54' -
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE # a City of Bellevue (COB) 9ps station
BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY STA. 5+39, 9'L and is a City of
AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE Bell ---on of rl,. Po I SITE a _
MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND IZfIR'•fi4 -70. 64.93 Bellevue benchmark 377q { �o -_ -_
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - P
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN LSL 58.65(S) F� }} g
DISTURBANCE. 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. lNd- 5G64 -(.E)- 58,55 (E) / in. bronze plug h G�' _
Monument 3 8 p q w/ punt o 8
m 3 Z case, df. 0.5' ORAL$ - 20" DRIV Y CURB O�`r�--0Ff,
coot moo, n
Q - w p 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL 58.65 (W) V� - C.C.R. .STD. PLA 1N
V1 BE REQUIRED PRIOR 70 STARTING NEW CONSTRUCTION. IT SHALL BE 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. (cob 0187,C0B bm) EXPIRES �, \
p.1d > THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY MH 4 54' Northin 59967.794 Eastin 397383.176 t 2y 00
w m ^ w 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR # 9 9 - - - - - - -- -.__- NEW MH SET IN FIELD 48' OF 8" @ 2,Oa/
z m rn m PERMITS PRIOR -f0 STARTING CONSTRUCTION (INSPECTION WILL BE STA. 6 +53, 13'L Elevation: 11.411 meters i. :aa 12'01 °w
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT -RIM_= 77.60
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT RTM= 69-90- 68.67 THIS STAMP FOR AS -BUILT 139.51
1- N SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF IE = 70858"E- - _
J INSPECTOR 24 HOURS IN ADVANCE OF BACKFiLL:`:G ALL CONSTRUCTION. 63.84 (S) PR
INFORMATION ONLY HORIZONTAL AND VERTICAL CONTROL IE 70.95 8" W
- 63.74 (N) $K
m ry CONSTRUCTION. g k0 -
o, w 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY ' OF AShr O
Q Nw PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF MH# 5 54" ti4 �4' +Y AVOID CUTTING UNDERGROUND n _�
m 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR STA. 7 +59, 8't ti) F4 � UTILITY LINES. IT'S COSTLY Cfl�� NOTE:
p z zo z AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY �� 75.59 °j ;'p v
0 0 y N AND OTHERS ON THE CONSTRUCTION SILT_. STALE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND 'RlV =69w.� 68.59 (N) �r EXIST. SANITAR%A'1ANLOLEzH SEE SEWER LIFT STATION
before 8IJ EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
`-1' > BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE 78.57 _R - -� PLAN FOR SEWER
Q a! 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL U332' EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- 7022 -I1 B- 3F>,_8 "PVC N. CONNECTION DETAILS
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY -
AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING I DI gs GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTInN. NO 7p,g7 1T� -7g,5� 8"P VC S. �-
a CONSTRUCTION. - �.
MATERIAL TO UNIFORM GARDE 50 THAT THE ENTIRE LENGTH OF il-IE SIOpAL Fes- REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN -�
B. PLANS APPRO "ED BY THE CITY OF RENTON, DEVELOPMENT PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. r y® C C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 70.62 B" W
i a cv O SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE )OrnIItES 11j30/98 1 -8 ®0- 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
'^ Z PLANS. ww �+ .mss PIPE. CALL BEFORE YOU DIG: 1- 800 -424 -5555
• i a ' UNDERGROUND SERVICE (USA) 1 _
,4iff ; - za'y_ro 6 G7�, ; r- e' .u.' o/ I m SCANNED OCT - 81999
`16
ROLL #160 # ' I
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WILLIAMS BERG CONDOMINIUMS
II
SANITARY SEWER LIFT STATION DESIGN
O P 21143 0 ®
r
W
-
GENERAL NOTES
-'- } _: " 1-
F
THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO
PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING
CONSTRUCTION WORK ON THIS PROJECT.
- +'
- 2.
'{..
ALL MATERINS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE
CONSIRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS, U.B.C. (1994 EDITION), AND
$ -- -- - - - _ -
NEMA 4 NO4i1�/�A NE
DUPLEX GpNfROt PANEL
3.
THE CITY OF RENTON STANDARD PLANS AND SPECIFICATONS.
A PRECONSIRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOnCE WILL BE
_I
-
GENE CRETE—PAD
4.
REQUIRED PRIOR TO STARTING CONSTRUCTION.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
- -- v 80 PVC VENT I;ING
Qj
CONSTRUCTION, AND OBTAIN ALL BUILDING DEPARTMENT INSPECTIONS DURING
_
HIGH VENT L�C�ITION
J
INSPECTION
REPRESENTATIVE OF THE CITY OF RENTON, THE ONTRACTOR SHALLLY NOTIFY THE
REPRESETATIVE 24 HOURS IN ADVANCE OF ANY BACKFIWNG OF CONSTRUCTION.
Ir
W
- i
' I
I LOW VENT ILOPATION,\
i'
5.
_ _\
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE LIFT STATION OPERATION
UNTIL THE PROPOSED STATION IS ON -UNE AND ACCEPTED IN WRITING BY THE
CITY OF RENTON.
CITY OF RENTON
ir
{ - -
F>-PAT.
ICAL /fT AS REQ'D.
Q
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING SYSTEM NEEDED
TO KEEP THE EXCAVATION SHE DEWATERND. THE DEWATERING SYSTEM WILL BE
- {---- -}--r-
-
I
J
AC"CO-RrwAG TO THE GUIDELINES QF THE 1994 WSDOT STANDARD SPECIFCATIONS
SECTION 1- 09.06. CONTRACTOR SHALL St- R-MP NSOLE FOR PROVIDING METHOD
-
5'- 'Y
VC ®; 6.0% cj�
PIPE TO 150 PSI( .)
OF STORMWATER REMOVAL AND CONTROL TO KEEP EXCAVATION PITS DRY.
— BE RATED TO 50 P1 (MILTYP
F-
NAGS LIFT STS 0 ,,..
MANHLV4E�
o rw. RIM 370.25± � i
8 PVC
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SCALE 1 " =20' 74.62 TEy&6Q 8"PVC W NEW) - --
ALL JOINTS AND FITTINGS SHALL
BE RATED TO 150 PSI (MIN -) TYP. 1
NEW MH SET IN FIELD
RIM = 77,60
IE = 70.85 8" E
IE = 70.95 8" W
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C0
STOPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
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ARCHITECT'S FULLY DIMENSIONED SITE PLAN.
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CITY OF RENTON
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EXACT VERTICAL AND HORIZONTAL LOCATION. OF ALL E105RNG UNDER-
GROUND. UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
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KUSSMAN ASSOCIATES ARCHITECTS AND IS FOR SANITARY SEWER LIFT STATION DESIGN
ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED CURBING, CURB
E)MIRES: 9 -24 -1998
STOPS, BUILDINGS, PARKING LOT ENTRIES /EXITS, PARKING STALLS,
WHEELCHAIR RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE
ARCHITECT'S FULLY DIMENSIONED SITE PLAN.
CITY OF RENTON
{ - -
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AMD CUDING IiNDQ2GKUND C0
NES T'S
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1 y >J
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-
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EXACT VERTICAL AND HORIZONTAL LOCATION. OF ALL E105RNG UNDER-
GROUND. UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
3.
ADDED AS -BUILT INFORMATION
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6 \;29 \99
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DATE 316/98
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REPRESENTATION IS. MME THAT ALL EXISTING UTILRTES ARE SHOWN
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HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITINRES
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1
REVISED PER CITY OF RENTON REVIEW
ST
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3/25/98
CHECKED
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UNDERGROUND SERNCE (USA)
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OSHA 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
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COVER i
iUNE VENT PE
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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
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I SLOW �1 ,,
SEMSTONE 145 -S INTERIOR COATING SYSTEM
- FINAL CONFIGURATION TO BE
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SHRINKAGE ' "'
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DUPLEX SUBMERSIBLE GRINDER PUMPS-
W /AIL REMOVAL SYSTEM
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LOW VENT PIPE TERMINATES
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W /LOCKING DOORS)
WEATHER PROOF ENCLOSURE
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W /LOCKING DOORS)
—
GFl RECEPTACLE PER
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SHORT -AIL GUIDE RAIL SYSTEM
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- 84 70 PRE -CAST
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COUPLING DETAIL
FOUNDATION SOIL SHALL BE FIRM
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- GAVEL BASE MAY BE REQUIRED
PEDING SOIL CONDITIONS
iUNE VENT PE
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84" WET WELL MANHOLE W /WASSER MC -TAR
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EXTERIOR COATING AND SENTRY POLYMERS
NOTES:
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- FINAL CONFIGURATION TO BE
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FIBERGLASS ACCESS UDDER TO LANDING
- - - - - - -
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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
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TO SUPPORT 2 P OF GRATING TO BE
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- 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.)
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FLEXIBLE
SWING TYPE CHECK VALVE (TYP)
��- 2" ECCENTRIC ISOLATION W VVEE
PLAN VIEW
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ACCESS HATCH
HINGE LOCATION
E/ - -- -1 \
LADDER TO ACCESS HATCH
LANDING HINGE LOCATION
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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
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POWER CONTROL PANEL
(36"Wx3Ei Hx14 D)
2�-- DUPLEX PUMP CONTROL &
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( WEATHER PROOF ENCLOSURE
TELEMTRY PANELS
36 "Wx48 "Hx18"D)
�p ® Z8
W /LOCKING DOORS)
WEATHER PROOF ENCLOSURE
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CONCRETE PAD
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12" GAVEL BASE MIN. COMPACTED
(, J Q
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PLACARD STATING "IF ALARM SOUNDS
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OR LIGHT FLASHES, PLEASE CALL
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W
2 1/Z" PUGET POWER -
z
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GALVANIZED STEEL CHANNEL - C6X8.2
_
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CONTROL PANEL ENCLOSURE - SIDE VIEW
35 PIPE
LL
NTS
6" CONCRETE PAD
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TRANSITION
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16" BETWEEN BOXES
ENCLOSURE BOXES SIZED FOR PUMP
CONTROL, TELEMETR'!, POWER
NOTES:
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Z
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& 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
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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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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
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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
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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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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
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AFFPDVED
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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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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
DE5901412TJ .SS - __ -- PATE 3 F6/98 FLEW. 97 -144
DRAWN UP
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(TIE IN B CITY FORCES)
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\\ S�iLEtvCs �4 AFTER ALL TESTING, "POLY- PIGGING" AND DISINFECTION,
REMOVE TEMP. PLUG, BLOWOFF, BLOCKING AND CONNECT
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Call
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1 -800- 424-5555
UNDERGROUND SERVICE (USA)
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ORLY.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
K,FREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
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EXPMES 11730/ge
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UTILITY LINES. IT'S COSTLY
Call
oQTVFQ YOU
Dig.
1 -800- 424-5555
UNDERGROUND SERVICE (USA)
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ORLY.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
K,FREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1 -800- 424 -5555
mfr SCANNED OCT - 8 1999 c s' AV > "'