HomeMy WebLinkAboutLS & FM Rehab Ph 2 (Group 1B) - Vol IICity of Renton
Contract Provisions for
Lift Station and Force Main Rehab Phase 2 (Group 1B) Project
______________________________________________________________________________
VOLUME II. CONSTRUCTION PLANS
COVERCALL 48 HOURS BEFORE YOU DIG
ONE CALL 1-800-424-5555
REPORT ALL SPILLS
DEPT. OF ECOLOGY 1-800-258-5990
CONTACT INFORMATION
JOE STOWELL CITY OF RENTON PROJECT MANAGER (425) 430-7212
EDWIN HALIM, P.E.RH2 ENGINEERING, INC.CONSULTANT (425) 951-5332
MARINE BEHR RH2 ENGINEERING, INC.CONSULTANT (425) 951-5307
LIFT STATION AND FORCE MAIN IMPROVEMENTS
PHASE 2 (GROUP 1B)
PROJECT NO. WWO-27-03993
FALL 2021
CITY OF RENTON
VICINITY MAP
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-COV.DWGSHOWN
COV COV 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:COVERPROPOSED WORK SUMMARY MATRIX
LOCATION MAGNETIC LOCATE
MARKER
SITE
WORK MECHANICAL COATING
REMOVAL ELECTRICAL
BAXTER 2 X X --X
DEVIL'S ELBOW 5 X X X --
EAST VALLEY 2 X ----X
TOTAL 9
CONTACT COMPANY POSITION PHONE
SHEET INDEX
SHEET NO.DESCRIPTION DWG NO.
PUGET
SOUND
LAKE
WASHINGTON
EAST VALLEY LS
DEVIL'S ELBOW LS
BAXTER LS
LIFT STATION ADDRESSES
LOCATION ADDRESS
BAXTER 4505 LAKE WASHINGTON BOULEVARD NORTH
DEVIL'S ELBOW NE 27th STREET AND 120th PLACE SE
EAST VALLEY 3371 EAST VALLEY ROAD
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN
G001 1 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:VACTOR PIPE IMPROVEMENTS ANDGENERAL DETAILS 1AVACTOR SUCTION PIPING AND SUPPORT
#5 EPOXY-COATED REBAR
WITH 4" EMBEDMENT INTO
WET WELL WALL AND 4" MIN
HEIGHT SHOP-BENT TO 90°
PROVIDE 1 4" THICK, 3"
WIDE NEOPRENE PAD
BETWEEN STRAP AND
PIPE. STRAP SHALL BE
TIGHT AROUND PIPE
5"
2" WIDE, 1 8" THICK
STAINLESS STEEL PIPE
STRAP, BENT TO PROVIDE
CLEARANCE AS SHOWN
8" ALUMINUM FLAT FLANGE X 8" HOSE
FITTING WITH MOUNTING HOLES.
BOLT TO PVC PIPE. TOP OF FLANGE
TO BE INSTALLED APPROX. 3" BELOW
BOTTOM OF ACCESS HATCH.
8" PVC PIPE, APPROX.
LENGTH VARIES
VARIES
HMA, MATCH SURROUNDING PAVEMENT
COMPACTED DEPTH PG 64-22, MIN. 3"
GRAVEL TOP COURSE, 6"
COMPACTED DEPTH (MIN.)
NATIVE SUBGRADE, TRENCH BACKFILL
OR STRUCTURAL BACKFILL. PROOF
ROLL PRIOR TO GRAVEL PLACEMENT.
PAVEMENT SURFACE RESTORATION DETAIL
NOTE:
WHERE ASPHALT PAVEMENT
REPAIR IS DIRECTED BY THE
CITY FOR EXISTING DAMAGED
PAVEMENT, EXISTING PAVEMENT
SHALL BE SAW CUT AND
REPLACED WITH COMPACTED PG
64-22 ASPHALT, DEPTH PER
RESTORATION DETAIL.
NON-PAVED SURFACE RESTORATION DETAIL
STAINLESS STEEL BOLT, 1 2" DIAMETER,
TYP. OF 4
NOTES:
1. ENSURE THAT PIPE INSTALLATION LOCATION
IS ACCESSIBLE FOR CONNECTION TO VACTOR
TRUCK WHEN ACCESS HATCH IS OPEN.
LOCATION MUST NOT INTERFERE WITH LADDER
ACCESS OR OTHER MAINTENANCE OR
OPERATIONAL FUNCTION. COORDINATE WITH
CITY WASTEWATER OPERATOR PRIOR TO
FINALIZING THE LOCATION OF THE VACTOR PIPE
EXTENSION.
2. PROVIDE ALUMINUM WELD-ON CROWN AT
LOWER END OF PVC. BOLT TO PVC.
3. ENSURE ALL BOLT HOLES ARE SEALED.
3"
11 2"
BOLTED CONNECTION
HMACONCRETE
6" CONCRETE
6" CRUSHED
SURFACING
BASE COURSE
GRASS SEEDING OR SOD AS SPECIFIED
NATIVE SUBGRADE, TRENCH
BACKFILL OR STRUCTURAL
BACKFILL. PROOF ROLL PRIOR TO
GRAVEL AND TOP SOIL PLACEMENT.
8" PVC PIPE, SEE TABLE ON
THIS SHEET
LIFT STATION
PROPOSED VACTOR
PIPE LENGTHS
LIFT STATION APPROX. PIPE LENGTH
(FT)
BAXTER 19.7'
DEVIL'S ELBOW 16.5'
COMPACTED GRAVEL TOP COURSE.
DEPTH TO MATCH EXISTING, 6" MIN.
GRAVEL AREALANDSCAPED AREA
COMPACTED
TOP SOIL, 6" MIN.
DRILL AND EPOXY PIPE
REBAR SUPPORTS INTO
EXISTING WET WELL, SEE
DETAIL ON THIS SHEET
BAXTER
DEVIL'S ELBOW
DRILL AND EPOXY PIPE
REBAR SUPPORTS INTO
EXISTING WET WELL, SEE
DETAIL ON THIS SHEET
8" PVC PIPE, SEE TABLE ON
THIS SHEET
± 6"
2'-6"
MAGNETIC MARKER
APPROX.
4'-0"
1 1/4" PVC
PIPE
TOP OF PIPE OR ELBOW
TYPICAL MAGNETIC MARKER INSTALLATION
CRUSHED
ROCK
RESTORE PER RESTORATION DETAILS ON DWG NO. G001,
AND CITY OF RENTON STANDARD DETAILS TYP.
DEVIL'S ELBOW WETWELL COATING REMOVAL
REMOVE EXISTING PEELING COATING
BELOW THE "PUMP ON" LEVEL AROUND
THE FULL CIRCUMFERENCE OF THE
WET WELL, INCLUDING THE WET WELL
FLOOR, AND TAKE MEASURES TO
PROTECT ALL APPURTENANCES,
APPROX. 450 SQ. FT.
VACTOR WET WELL DURING COATING
REMOVAL PROCESS.
ABBREVIATIONS
APPROX.APPROXIMATELY
ATS AUTOMATIC TRANSFER SWITCH
CB CATCH BASIN
CLR CLEARANCE
CMP CORRUGATED METAL PIPE
CPP CORRUGATED POLYETHYLENE
DI DUCTILE IRON
DIA DIAMETER
DWG DRAWING
ECO ECOLOGY
EL ELEVATION
FCA FLANGED COUPLING ADAPTER
FL FLANGE
FM FORCE MAIN
FT FEET
HMA HOT MIX ASPHALT
IE INVERT ELEVATION
LF LINEAR FEET
LS LIFT STATION
MCC MOTOR CONTROL CENTER
MH MANHOLE
MIN.MINIMUM
NO. NUMBER
O.C.ON CENTER
OHP OVERHEAD POWER
OP OPERATION
PE PLAIN END
PVC POLYVINYL CHLORIDE
RE RIM ELEVATION
SS SANITARY SEWER
SSFM SANITARY SEWER FORCE MAIN
ST STORM
SQ. FT.SQUARE FEET
TBM TEMPORARY BENCHMARK
TP TEST PIT
TYP.TYPICAL
VERT VERTICAL
W/WITH
B
BOLTED CONNECTION,
SEE DETAIL
B
MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN
G002 2 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:GENERAL DETAILS 2CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)
MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN
G003 3 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:GENERAL DETAILS 3CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)
KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-GEN-E01.DWGSHOWN
E001 4 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ELECTRICAL LEGENDCITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)GENERAL NOTES
LADDER LOGIC SYMBOL LEGEND
INSTRUMENT METERINDICATE TYPE BY
LETTER
VALVE SYMBOLS
ABBREVIATIONSONE-LINE DIAGRAM SYMBOLS LIGHTING FIXTURES/DEVICESPANELBOARDS, SWITCHES, AND EQUIPMENT
GROUNDING SYSTEM SYMBOLS
ELECTRICAL SITE PLAN SYMBOLS
RECEPTACLES AND JUNCTION BOX SYMBOLS
FIRE SYSTEM SYMBOLS
ADDITIONAL SYMBOLS
RACEWAY LEGEND
SITE PLAN LEGEND
BUILDING OR FACILITY PLAN LEGEND
SWITCH OUTLETS
ONE-LINE DIAGRAM INFORMATION
KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-GEN-E01.DWGSHOWN
E002 5 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:ELECTRICAL DETAILSCITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING BUILDING CONDUIT PENETRATION DETAILTO INTERIOR EQUIPMENT3"
3"
3"6"
9"
NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL
BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION.
TYPICAL ELECTRICAL TRENCH DETAIL
ELECTRICAL CONDUIT NUMBER AND
SIZE VARY AS PER SITE PLAN. MAINTAIN
12" SPACING BETWEEN TELEMETRY
CONDUITS AND OTHER CONDUITS.
EXISTING BUILDING
INTERIOR WALL EXISTING BUILDING
EXTERIOR WALL
CONTRACTOR SHALL GROUT FILL
CONDUIT PENETRATION. GROUT SHALL
BE DYED TO MATCH EXISTING BLOCK.
CONDUIT "LB", TYPICAL.
FINISHED GRADE
CONDUIT
COPPER CONDUCTOR
CADWELD TYPE TA.
CADWELD CABLE TO CABLE
TEE CONNECTION.COPPER CONDUCTOR
CADWELD TYPE RR.
CADWELD END CABLE TO
UPPER REBAR CONNECTION.
REBAR
COPPER CONDUCTOR
CADWELD TYPE GR
5/8" X 8' COPPER GROUND
ROD.COPPER CONDUCTOR
(TYPICAL)
CADWELD TYPE XA.
CADWELD CABLE TO CABLE
CROSS CONNECTION.CADWELD CABLE TO
GROUND ROD CONNECTION.
GROUNDING CROSS DETAILGROUND TEE DETAIL
GROUND TEE DETAIL GROUND REBAR DETAIL
GRADE
8'-0"
GROUNDING ROD DETAIL
CONCRETE GROUND ROD PROTECTOR
13" DEPTH X 12" HEIGHT WITH COVER.
PIPE INC. #12R-12A & 12R-12T, OR EQUAL.
CONCRETE COVER.
5/8"x8' LONG COPPER GROUND ROD.
2"
2'-0" MIN.4'-0" MAX.
1'-0" MIN.
1"
6" MINIMUM DRAIN OPENING.
PROVIDE GRATE TO COVER
OPENING.
CABLE RACK
(TYPICAL OF 4
SIDES). BOLT TO
HAND HOLE.
HANDHOLE DETAIL
2'-6"
2'-6"
HANDHOLE NAMEPLATE
COVER. NAMEPLATE SHALL
READ ELECTRICAL.
LIFTING INSERTS (TYPICAL).
12" MIN.
OVER LOCKING SCREW
(TYPICAL).
HATCH COVER. HOT DIPPED
GALVANIZED AND H-20
RATED.
NATIVE BACKFILL
COMPACTED TO 90% ASTM
D1557.
5 CUBIC FEET OF DRAIN
GRAVEL AROUND DRAIN
AREA.
6" GRANULAR FILL.
CONDUIT (TYPICAL).
CONTRACTOR SHALL
GROUT FILL AROUND
CONDUIT FOR WATER
TIGHTNESS.
GRADING RING AS
REQUIRED (TYPICAL).VAULT LID.
HANDLE (TYPICAL).
CONDUIT (TYPICAL).
FINISHED GRADE.
NATIVE MATERIAL COMPACTED
TO 95% PER ASTM D1557 OR
AS REQUIRED PER PLAN RED ELECTRICAL WARNING
TAPE CENTERED OVER EACH
CONDUIT IN TRENCH (TYP.)
FINISH SURFACE PER
DETAIL ON DWG NO. G001
COVER OVER
HIGHEST CONDUIT
IN TRENCH
MINIMUM DEPTH BELOW
BOTTOM OF DEEPEST CONDUIT
INSTALLED IN TRENCH
SAND BEDDING MATERIAL PER
WSDOT SPECIFICATION 9-03.13
1', TYP. BOTH
SIDES
24" MIN
(<600V)
36" MIN-48" MAX FOR
PRIMARY SERVICE
CONDUITS
PORT QUENDALL COMPANY
292405-9001
12 SEAHAWKS WAY
SEAHAWKSWAYQUENDALL TERMINALS
292405-9002
NO SITUS
QUENDALL TERMINALS
292405-9002
NO SITUS
KING COUNTY-PARKS
292405-9005
4500 LAKE WASHINGTON BLVD
KING COUNTY-PARKS
292405-9005
4500 LAKE WASHINGTON BLVD
APPROXIMATE LOCATION
OF METRO SEWER
CONTRACTOR TO
PRESERVE GATE AND SITE
ACCESS AT ALL TIMES
DURING CONSTRUCTION.SEAHAWKSWAYPRIMARY SITE ACCESS
COORDINATE WITH OWNER FOR ENTRY
THROUGH SECURED GATE.
EXISTING TREES,
DO NOT DISTURB.CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 30, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-C01.DWGSHOWN
C101 6 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:BAXTER LIFT STATION EXISTING ANDPROPOSED SITE PLAN1 2
PROPOSED LIFT STATION IMPROVEMENTS
EXISTING SITE CONDITIONS & FORCE MAIN UPGRADES
INSTALL PIG PORT
ACCESS INSIDE
VALVE VAULT,
SEE DWG NO. M101
PROPOSED ELECTRICAL SERVICE
DISCONNECT RELOCATION, SEE
DWG NO. E101
INSTALL MAGNETIC MARKER WEST OF
BNSF RIGHT-OF-WAY ON FIRST BEND.
RESTORE ANY DISTURBED LANDSCAPING
TO EXISTING OR BETTER CONDITION PER
RESTORATION DETAILS ON DWG NO. G001
INSTALL MAGNETIC MARKER EAST OF
BNSF RIGHT-OF-WAY ON FIRST BEND.
RESTORE ANY DISTURBED LANDSCAPING
TO EXISTING OR BETTER CONDITION PER
RESTORATION DETAILS ON DWG NO. G001
2
1
3
3
1. CONTRACTOR SHALL INTERCEPT EXISTING SECONDARY
UTILITY POWER WITH HANDHOLE. CONTRACTOR SHALL SPLICE
EXISTING CONDUCTORS TO PROPOSED CONDUCTORS AND
EXTEND PROPOSED CONDUCTORS WITH PROPOSED CONDUIT TO
PROPOSED MAIN SERVICE DISCONNECT.
2. ROUTE PROPOSED CIRCUIT TO PROPOSED MAIN SERVICE
DISCONNECT. SEE EXISTING LIFT STATION CONTROL BUILDING ON
DWG NO. E102 FOR PROPOSED MAIN SERVICE DISCONNECT
LOCATION.
3. SEE DWG NO. E102 FOR CONDUIT AND CONDUCTOR SCHEDULE.
ELECTRICAL NOTES
EXISTING
UTILITY POLE
ELECTRICAL TRENCH PER DETAIL ON
DWG NO. E002. RESTORE PAVEMENT TO
EXISTING OR BETTER CONDITION PER
DETAIL ON DWG NO. G001.
BAXTER LIFT STATION EXISTING PLAN BAXTER LIFT STATION PROPOSED PLAN
SECTION
OBLIQUE
EXISTING VALVE VAULT
A A
A
EXISTING 48"x72"
ACCESS HATCH
BT1 BT1EXISTING 810-LA VAULT
EXISTING 6" CHECK
VALVE (FLxFL), TYP. OF 2
EXISTING 6" FCA,
TYP. OF 2
EXISTING 6" SPOOL
(PExFL), TYP. OF 2,
VERIFY LENGTH IN FIELD
EXISTING 6" PLUG VALVE
WITH OPERATION NUT
(FLxFL), TYP. OF 2
EXISTING 6" 45° BEND
(FLxFL), TYP. OF 2
EXISTING 6" PIPE (FLxFL),
TYP. OF 2, VERIFY
LENGTH IN FIELD
EXISTING 6"x6"x6"
TRUE WYE (FLxFLxFL)
REMOVE EXISTING
6" 90° BEND
EXISTING 6" PIPE
(FLxFL), LENGTH 3'-0"
EXISTING 6" MAGNETIC
FLOW METER (FLxFL)
EXISTING 6" MAGNETIC
FLOW METER (FLxFL)
EXISTING 6" PIPE (FLxFL), TYP.
OF 2, VERIFY LENGTH IN FIELD
2" BRASS NIPPLE AS
REQUIRED, TYP. OF 2
2" BRASS BALL VALVE
DI BLIND FLANGE WITH
THREADED TAP
PLUG VALVE
6" DI 90° BEND
(FLxFL)
DI TEE
PIPE SUPPORT, TYP.REMOVE EXISTING BEND CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-M01.DWGSHOWN
M101 7 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:BAXTER LIFT STATION MECHANICALPLAN6" DI TEE (FLxFL)
6" DI ECCENTRIC PLUG VALVE
W/ QUARTER ( 1 4 ) TURN
OPERATION NUT (FLxFL)
6" DI 90° BEND
(FLxFL)
6" DI BLIND FLANGE W/ 2"
THREADED TAP (FL)
BRASS BALL VALVE AND
NIPPLES FOR PIGGING PORT
DI TEE
PIGGING PORT
PIPE SUPPORT
CONSTRUCTION NOTES
1. PROVIDE AND INSTALL TEMPORARY PUMP SYSTEM PER SPECIFICATIONS
WHILE LIFT STATION IS OUT OF SERVICE DUE TO PIG PORT INSTALLATION.
40/315/2
480V
5KVA,
1Ø, 3W
240/120V
240/120V
PNL L
40/3
INSIDE
OUTSIDE
ONE-LINE DIAGRAM
15/3
EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W
SPD
100/3
TM
ATS
EXISTING AUTOMATIC
TRANSFER SWITCH
EXISTING GENERATOR
RECEPTACLE
40KW
MTS
EXISTING MANUAL
TRANSFER SWITCH
480/277 - VOLTEXISTING
PRIMARY SERVICE
M
100/3
100/3
100/3 SE, TM
MAIN SERVICE DISCONNECT
EXISTING GROUND TO NEUTRAL
BOND TO BE REMOVED
EXISTING STANDBY
GENERATOR
PHASE MONITOR
RELAY
PMR
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING POWER
HANDHOLE EXISTING
SEAL-OFF,
(TYPICAL)
WET WELL CLASS 1
DIVISION 1 AREA
WET WELL
PUMP 1PUMP 2TRANSFERPUMPNEUTRAL
GND BUS
IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E01.DWGSHOWN
E101 8 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:BAXTER LIFT STATION ONE-LINEDIAGRAMEXISTING CONDUCTORS AND
EXPOSED CONDUIT TO BE REMOVED.
EXISTING UNDERGROUND CONDUIT
TO BE ABANDONED. REPAIR AND
MAKE WEATHERPROOF ANY
CONDUIT PENETRATIONS. PATCH
AFFECTED PANELS AS NECESSARY.
EXISTING CONDUIT AND CONDUCTORS
TO BE REMOVED. PATCH AFFECTED
PANELS AS NECESSARY.
1. SEE DWG NO. E102 FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. SEE DWG NO. E102 FOR ELECTRICAL EQUIPMENT SCHEDULE.
3. GROUND ROD PER N.E.C. (TYPICAL). SEE DWG NO. E002 FOR DETAIL.
ELECTRICAL NOTES
EXISTING
TRANSFORMER
CONNECT TO EXISTING GROUND
ELECTRODE SYSTEM AND
PROPOSED GROUND RODS. SEE
GROUNDING DETAIL, THIS SHEET.
GND BUS
S/N
GROUNDING
SERVICE ENTRANCE
DISCONNECT SWITCH#6 MIN.
#6 MIN.#6 MIN.
CONTRACTOR SHALL INTERCEPT EXISTING
SECONDARY UTILITY POWER WITH HANDHOLE.
CONTRACTOR SHALL SPLICE EXISTING
CONDUCTORS TO PROPOSED CONDUCTORS AND
EXTEND PROPOSED CONDUCTORS WITH CONDUIT
TO PROPOSED MAIN SERVICE DISCONNECT.
EXISTING SECONDARY
UTILITY POWER
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E02.DWGSHOWN
E102 9 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:BAXTER LIFT STATION ELECTRICALPLANEXISTING MOTOR CONTROL CENTER
EXISTING MAIN SERVICE
DISCONNECT
EXISTING LIFT STATION CONTROL BUILDING
EXISTING UTILITY METER
MAIN SERVICE DISCONNECT.
INSTALL GROUND RODS PER
N.E.C. OUTSIDE OF BUILDING.
SEE PROPOSED LIFT
STATION IMPROVEMENTS
SITE PLAN ON DWG NO.
C101 FOR CONTINUATION.
EXISTING AUTOMATIC TRANSFER SWITCH
POWER CONDUIT AND CONDUCTOR SCHEDULE
EXISTING MOTOR
CONTROL CENTER
ɸ
ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE
EXISTING AUTOMATIC
TRANSFER SWITCH
EXISTING MOTOR
CONTROL CENTER
REMOVE EXISTING CONDUIT
AND CONDUCTORS
BETWEEN EXISTING
AUTOMATIC TRANSFER
SWITCH AND EXISTING
MOTOR CONTROL CENTER.
REMOVE CONDUCTORS
BETWEEN EXISTING UTILITY
METER AND EXISTING
MOTOR CONTROL CENTER.
CUT CONDUIT 2" ABOVE
GRADE AND CAP, TYP.
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E03.DWGSHOWN
E103 10 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:BAXTER LIFT STATION TELEMETRYMODIFICATIONSEXISTING TELEMETRY PANEL EXTERIOR EXISTING TELEMETRY POWER ENCLOSURE INTERIOR
1. OWNER WILL PROVIDE THE TELEMETRY PANEL TO THE CONTRACTOR.
2. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5
WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS.
3. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY
PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE
OWNER PROVIDED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU
TO AID IN THE INSTALLATION OF THE OWNER PROVIDED RTU.
4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND PROPOSED CONDUCTORS IN TELEMETRY
PANEL.
5. INSTALL OWNER PROVIDED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS
TO THE OWNER PROVIDED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS
NECESSARY TO REROUTE CONDUIT INTO THE OWNER PROVIDED TELEMETRY PANEL BASED ON THE PANEL SIZING.
REPLACE ALL EXISTING CONDUCTORS BETWEEN THE RTU AND REMOTE DEVICES WITH PROPOSED CONDUCTORS
INSTALLED IN EXISTING AND EXTENDED CONDUITS. CONTRACTOR SHALL PROVIDE ALL MATERIALS. APPROXIMATE
CONTROL CONDUCTOR LENGTH TO MCC TERMINALS FROM EXISTING TELEMETRY PANEL IS 20'.
6. INSTALL OWNER PROVIDED RADIO IN OWNER PROVIDED RTU. SEE TELEMETRY PANEL DRAWINGS FOR DETAILS.
TELEMETRY PANEL INSTALLATION NOTES
ALL INCOMING AND OUTGOING
CIRCUITS TO BE DISCONNECTED
FROM EXISTING TELEMETRY PANEL
AND RETERMINATED INSIDE OWNER
PROVIDED TELEMETRY PANEL PER
TELEMETRY PANEL SHOP DRAWINGS.
SEE TECHNICAL SPECIFICATION
APPENDIX FOR TELEMETRY PANEL
SHOP DRAWINGS
EXISTING TELEMETRY PANEL INTERIOR
EXISTING CONDUITS TO BE
TERMINATED AT OWNER
PROVIDED TELEMETRY PANEL,
TYPICAL OF ALL CONDUITS
ENTERING EXISTING TELEMETRY
PANEL AND POWER ENCLOSURE.
EXISTING TELEMETRY POWER
ENCLOSURE TO BE REMOVED AND
RETURNED TO OWNER.
EXISTING TELEMETRY PANEL TO BE
REMOVED AND RETURNED TO OWNER.
INSTALL OWNER PROVIDED TELEMETRY
PANEL IN SAME LOCATION AS EXISTING
TELEMETRY PANEL WITH STAINLESS
STEEL MOUNTING HARDWARE.
ALL INCOMING AND OUTGOING
CIRCUITS TO BE DISCONNECTED
FROM EXISTING TELEMETRY
POWER ENCLOSURE AND
RETERMINATED INSIDE
PROPOSED TELEMETRY PANEL
PER OWNER PROVIDED
TELEMETRY PANEL SHOP
DRAWINGS.
FERNDALE PL NENE 27TH ST
KNOWLE, RYAN D
042305-9280
2616 FERNDALE PL NE
EDWARDS, MATTHEW B AND ANGELA D
042305-9353
2624 FERNDALE CT NE
KING COUNTY - PARKS
042305-9304
NO SITUS
DURHAM, MICHAEL AND DAWN
042305-9266
2626 FERNDALE PL NE
HONEY C
R
E
E
K
T
R
A
I
L
MAINTENANCE DITCH #1,
APPROX. 78 LF
MAINTENANCE DITCH #2,
APPROX. 106 LF
MAINTENANCE DITCH#3, APPROX. 103 LFSTART DITCH #1
MAINTENANCE
N: 190883.87
E: 1306857.01
END DITCH
MAINTENANCE #1
N: 190877.82
E: 1306934.62
START DITCH #2 RESTORATION
N: 190906.19
E: 1307074.92
END DITCH #2 RESTORATION
N: 190856.32
E: 1307164.37
S
T
A
R
T
D
I
T
C
H
#
3
M
A
I
N
T
E
N
A
N
C
EN: 190855.42E: 1307165.45TP-3
TP-4
TP-2
TP-1
ASPHALT BERM PER
DETAIL, APPROX. 30 LF
NO DITCH MAINTENANCE
WITHIN TREE ROOT ZONE
EXISTING 36" AND 52" TREE,
DO NOT DISTURB
DITCH CENTERLINE
6" MIN.
DITCH PAY WIDTH
DITCH WIDTH SHALL MATCH EXISTING WIDTH
WITHOUT IMPACTING ASPHALT AND CUTTING
INTO THE TOE OF THE ADJACENT SLOPE
(2' MINIMUM - 3' MAXIMUM WIDTH), TYP.
PROVIDE 1' THICK OF QUARRY
SPALLS PER WSDOT 9-13.6 PROVIDE DITCH LINING GEOTEXTILE FABRIC
BETWEEN QUARRY SPALLS AND SOIL
VEGETATE PER SPECIFICATIONS
GRADE EXISTING SLOPE AT 1:1 FOR FIRST 5
FEET OR TO DAYLIGHT. BEYOND 5 FEET
SLOPE TO GRADUALLY MEET EXISTING GRADE.
(SEE ROAD CROSS SECTIONS)
STREET SIDE UPHILL SIDE
SLOPE
6"
4"
1'EXISTING ASPHALT
ASPHALT BERM
PREPARE EXISTING SURFACE
WITH ASPHALT TACK COAT CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN
C201 11 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IPROPOSED SITE PLAN FOR CONTINUATION SEE C2021
2
3
PROPOSED ASPHALT BERM
DITCH CHECK DAMS PER DETAIL,
SEE DWG NO. C203, TYP.
APPROX. ASPHALT BERM
RIP RAP LINED DITCH DETAIL
PROVIDE TRAIL CLOSED SIGNS AT THE HONEY CREEK TRAIL
ENTRANCES TO NOTIFY PEDESTRIAN TRAFFIC. SIGNAGE
SHALL ALSO SHOW A MAP OF THE CONSTRUCTION AREA.
COORDINATE WITH CITY ON ALL ACCESS TO ACCESS ROAD
(HONEY CREEK TRAIL) OFF OF NE 27TH STREET
3
21
KING COUNTY - PARKS
042305-9304
N / A
DELGADO, MARTIN AND HERMELINDA V
042305-9017
2418 FERNDALE PL NE
CITY OF RENTON
042305-9015
NO SITUS
HONEY
C
R
E
E
K
T
R
A
I
L
MAINTENANCE DITCH
#3, APPROX. 103 LF
RESTORE CONNECTION
TO CULVERT
REMOVE EXCESS
SEDIMENT BEHIND WALL
END DITCH #2 RESTORATIONN: 190856.32 E: 1307164.37START DITCH #3 MAINTENANCE
N: 190855.42
E: 1307165.45
END DITCH #3
MAINTENANCE
N: 190778.28
E: 1307233.81
START DITCH #4A MAINTENANCE
(IN FRONT OF WALL)
N: 190725.86
E: 1307314.43
MAINTENANCE DITCH #4A AND #4B, APPROX.
153 LF AND 140 LF RESPECTIVELY, IN FRONT
OF AND BEHIND WALL
TP-5
B-2
GROUNDWATER
SEEPAGE AREA
END DITCH MAINTENANCE #4A
(IN FRONT OF WALL)
N: 190594.54
E: 1307392.79
START DITCH #4B
MAINTENANCE (BEHIND WALL)
N: 190710.44
E: 1307313.74
CLEAN CATCH BASINS AND PIPES BY REMOVING
ALL DEBRIS AND BLOCKAGE, TYP. OF 2
PROVIDE APPROXIMATELY 10 LF OF DITCH
PAY WIDTH TO REINFORCE ENTRANCE OF
UPLAND STREAM INTO UPPER DITCH.
END DITCH MAINTENANCE #4B
(BEHIND WALL)
N: 190590.69
E: 1307385.48
EXISTING
ECO-BLOCK, TYP.
DITCH CENTERLINE
PROVIDE 1' THICK OF QUARRY
SPALLS PER WSDOT 9-13.6
PROVIDE DITCH LINING GEOTEXTILE FABRIC
BETWEEN QUARRY SPALLS AND SOIL
STREET SIDE LOWER DITCHUPPER DITCHDITCH PAY WIDTH
6" MIN.
DITCH PAY WIDTH
UPHILL SIDE
EXTEND ROCK LINING UPHILL
AT ANY DRAINAGE WAYS
VEGETATE PER SPECIFICATIONS
GRADE EXISTING SLOPE AT 1:1 FOR FIRST 5
FEET OR TO DAYLIGHT. BEYOND 5 FEET
SLOPE TO GRADUALLY MEET EXISTING GRADE.
(SEE ROAD CROSS SECTIONS)
PROVIDE 1' THICK OF QUARRY
SPALLS PER WSDOT 9-13.6
PROVIDE DITCH LINING GEOTEXTILE FABRIC
BETWEEN QUARRY SPALLS AND SOIL
6" MIN.
DITCH WIDTH SHALL MATCH EXISTING WIDTH
WITHOUT IMPACTING ASPHALT AND CUTTING
INTO THE TOE OF THE ADJACENT SLOPE
(2' MINIMUM - 3' MAXIMUM WIDTH), TYP.CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN
C202 12 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IIPROPOSED SITE PLANFOR CONTINUATION SEE C201FOR CONTINUATION SEE C2031
2
ECO-BLOCK SEPARATED DITCH DETAIL 1 2
CITY OF RENTON
042305-9015
NO SITUS
KING COUNTY - PARKS
042305-9315
NO SITUS
CITY OF RENTON
042305-9336
NO SITUS
NE 24THSTREETHONEY CREEK TRAIL
HYDE PARK CONDOMINIUMS
354770-0000
2300 JEFFERSON AVENUE NE
KAPOI ANDREW HANAMAUIKIKINA
19210-0090
2746 NE 24th STREET
SAVORGINO, ROGER E
19210-0100
2749 NE 24th STREET
PHAN HUNG + HOANG LIEN
19210-0070
2740 NE 24th STREET
CITY OF RENTON
042305-9336
NO SITUS
CITY OF RENTON
19210-0080
NO SITUS
MAINTENANCE DITCH #5,
APPROX. 181 LF
START DITCH #5 MAINTENANCE
N: 190435.64
E: 1307513.04
END DITCH #5
MAINTENANCE
N: 190290.26
E: 1307620.46
B-1
GROUNDWATER
SEEPAGE AREA
FLOW
A
B
CHECK DAM, APPROX.
LOCATION PER PLAN, TYP.DITCH
DITCH LINING PER RIP RAP LINED DITCH
AND ECO-SEPARATED DITCH DETAILS
6" MIN.
A
2"-4" ROCK, TYP.
BOTTOM OF
DITCH
B
NOTES:
1.CONDITION OF USE
1.1.WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM
SEDIMENT PONDS OR TRAPS.
1.2.TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE
TO A NON-EROSIVE DISCHARGE POINT.
2.MAINTENANCE STANDARDS
2.1.ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT
THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY.
2.2.THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF
THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS
SHALL BE PROTECTED BY RIP RAP OR AN EROSION CONTROL BLANKET OR NET.
PLAN
SECTION
SECTION
2
1
2
1 CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN
C203 13 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IIIPROPOSED SITE PLANFOR CONTINUATION SEE C2021 2
CONSTRUCTION NOTES
1.PROVIDE TEMPORARY PUMPING SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS DURING THE WETWELL COATING
REMOVAL AND PIG PORT ASSEMBLY INSTALLATION.
2.PROVIDE TWO VACTOR TRUCKS ON STANDBY DURING THE PIG PORT ASSEMBLY INSTALLATION. THE SEWAGE INSIDE
THE FORCEMAIN PIPE CAN BE DRAINED INTO THE EXISTING WETWELL. THE VACTOR TRUCKS CAN BE EMPTIED AT THE
DISCHARGE MANHOLE LOCATION AT NE 24TH STREET.
3.AFTER THE COMPLETION OF THE PIG PORT ASSEMBLY INSTALLATION, THE COATING REMOVAL PROCESS CAN PROCEED.
PROVIDE TEMPORARY PUMPING SYSTEM AS REQUIRED IN THE SPECIFICATIONS.
1
2
INSTALL MAGNETIC LOCATE MARKER PER
SPECIFICATIONS AND RESTORE ROAD TO
EXISTING OR BETTER CONDITION, TYP. OF 5
INSTALL PIG PORT ACCESS INSIDE
VALVE VAULT, SEE DWG NO. M201
DITCH CHECK DAMS DETAIL
OBLIQUE
EXISTING FLOW METER AND
PLUG VALVE IN VALVE VAULT
A
DE1
MIDDLE PORTION OF EXISTING SPOOL
AND SHACKLE RODS TO BE REMOVED
AS NECESSARY TO CONSTRUCT
PROPOSED IMPROVEMENTS
DEVIL'S ELBOW LIFT STATION EXISTING PLAN DEVIL'S ELBOW LIFT STATION PROPOSED PLAN
A A
SECTION
EXISTING 72"x48"
ACCESS HATCH
EXISTING 818-LA
PRECAST VAULT
EXISTING PIPE AND SHACKLE
RODS TO BE CUT AND
REMOVED, APPROX. LENGTH
1'-7". LENGTH TO BE ADJUSTED
AS NEEDED TO INSTALL
PROPOSED FITTINGS.
PIGGING PORT
6" FLANGED COUPLING
ADAPTER, TYP. OF 2
DI WYE
6" DI 45° BEND
(FLxFL)
PLUG VALVE
DI BLIND FLANGE WITH THREADED TAP
2" BRASS NIPPLE AS REQUIRED, TYP. OF 2
2" BRASS BALL VALVE
PIPE SUPPORT
EXISTING THRUST
BLOCK WITH SHACKLE
RODS CAST IN
RECONNECT CUT SHACKLE RODS TO
FLANGED COUPLING ADAPTERS
SHACKLE RODS CONNECTED TO EXISTING VALVE TO BE
CUT AS NECESSARY AND CAN BE REUSED IF NOT DAMAGED
EXISTING HEATER,
DO NOT DISTURB
DE1
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-M01.DWGSHOWN
M201 14 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:DEVIL'S ELBOW LIFT STATIONMECHANICAL PLAN6" DI ECCENTRIC PLUG
VALVE W/ QUARTER ( 1 4 )
TURN OPERATION NUT
(FLxFL)
6" DI BLIND FLANGE W/ 2"
THREADED TAP (FL)
BRASS BALL VALVE AND
NIPPLES FOR PIGGING PORT
6" x 6" DI WYE
(FLxFLxFL)
UPSTREAM FLANGE COUPLING
ADAPTER AND SHACKLE RODS
PIPE SUPPORT
DOWNSTREAM FLANGED
COUPLING ADAPTER
AND SHACKLE RODS
APPROX. 61 2"
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-EV-C01.DWGSHOWN
C301 15 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:EAST VALLEY LIFT STATIONPROPOSED IMPROVEMENTSMANUAL TRANSFER SWITCH, "MTS"
INSTALLATION. SEE DWG NO. E302.
STANDBY GENERATOR BOLLARD, TYP.
PARKING LOT
EAST VALLEY ROAD
1
MAINTAIN MIN. 4'
FOR ADA ACCESS
INSTALL MAGNETIC LOCATE MARKER PER
SPECIFICATIONS AND RESTORE CONCRETE TO
EXISTING OR BETTER CONDITION, TYP. OF 2.
REMOVE EXISTING CONCRETE SIDEWALK AS REQUIRED FOR CONSTRUCTING
PROPOSED IMPROVEMENTS. REMOVE TO NEAREST CONSTRUCTION JOINT. REPLACE
REMOVED SIDEWALK WITH NEW CONCRETE TO THE EXTENTS SHOWN ON THE PLAN
PLUS THE ADDITION OF GENERATOR CONCRETE PAD AND A SECTION OF NEW
CONCRETE SIDEWALK ON THE WEST SIDE OF THE GENEARTOR. RESTORE PER CITY
OF RENTON STANDARD DETAIL. EXTENTS SHOWN ARE FOR BIDDING PURPOSES ONLY.
PROPOSED SITE PLAN
5'-6"
1'-0"
CONCRETE WIDTH AS NECESSARY TO
MATCH EXISTING CONCRETE WIDTH EXISTING TREE, TO BE REMOVED
TO TWO FEET BELOW GRADE.
ELECTRICAL CONDUITS, SEE
ELECTRICAL PLANS FOR DETAILS, TYP.37'-5"
SIDEWALK ELEVATIONS TO BE
DETERMINED IN FIELD AND SHALL
MATCH EXISTING SIDEWALK, TYP.
3
1
REPLACE SIDEWALK TO
THE NEAREST JOINT
100/3
GND BUS
MCP20/2
480V
10KVA,
1Ø, 3W
240/120V
MCP100/3
480/277 - VOLTEXISTING
PRIMARY SERVICE
M
INSIDE
OUTSIDE
ONE-LINE DIAGRAM
MCP
EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W, "MCC"
PHASE MONITOR
RELAY
PMR
EXISTING
UTILITY METER
POWER
METER
EXISTING GENERATOR
RECEPTACLE
MTS
MANUAL TRANSFER
SWITCH, "MTS"
240/120V
PNL L
100/3 SE
EXISTING MAIN SERVICE
DISCONNECT
ATS
AUTOMATIC TRANSFER
SWITCH, "ATS"CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KIRK KEY INTERLOCK SYSTEM, TO BE
REMOVED FROM MOTOR CONTROL CENTER
EXISTING POWER
HANDHOLE EXISTING
SEAL-OFF,
(TYPICAL)PUMP 1PUMP 2WET WELL CLASS 1
DIVISION 1 AREA
EXISTING WET WELL
PUMP 3NEUTRAL
1. SEE DWG NO. E302 FOR CONDUIT AND CONDUCTOR SCHEDULE.
2. SEE DWG NO. E302 FOR ELECTRICAL EQUIPMENT SCHEDULE.
ELECTRICAL NOTES
IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E01.DWGSHOWN
E301 16 20
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATION ONE-LINEDIAGRAMEXISTING CONDUCTORS AND
EXPOSED CONDUIT TO BE REMOVED.
EXISTING UNDERGROUND CONDUIT
TO BE ABANDONED. REPAIR AND
MAKE WEATHERPROOF ANY
CONDUIT PENETRATIONS. PATCH
AFFECTED PANELS AS NECESSARY.
100/3
TM
STANDBY GENERATOR
GROUND PER
N.E.C.40KW
EXISTING
PAD-MOUNT
TRANSFORMER
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING ELECTRICAL PEDESTAL
FIRST AID KIT TO BE
RELOCATED
EXISTING JUNCTION BOX TO BE
RELOCATED ABOVE PROPOSED
AUTOMATIC TRANSFER SWITCH
AUTOMATIC TRANSFER
SWITCH, "ATS"
CONTROL CONDUIT AND CONDUCTOR SCHEDULE
POWER CONDUIT AND CONDUCTOR SCHEDULE
EXISTING MOTOR CONTROL CENTER
DRY WELL INTERIOR
EXISTING SURGE
PROTECTION DEVICE.
RELOCATE BELOW
PROPOSED AUTOMATIC
TRANSFER SWITCH.
EXTEND CONDUIT AND
CONDUCTORS AS
NECESSARY.
EXISTING PANEL SCHEDULE L
IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E02.DWGSHOWN
E302 17 20
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATIONELECTRICAL PLANSEE ELECTRICAL SITE
PLAN ON DWG NO. E303
FOR CONTINUATION.
EXISTING MOTOR CONTROL
CENTER, "MCC"
EXISTING
PANEL L
ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE
EXISTING LIGHTING PANEL, "L"
INSTALL 20 AMP, 1-POLE
CIRCUIT BREAKER FOR
POWERING GENERATOR
BATTERY CHARGER.
INSTALL 20 AMP, 2-POLE
CIRCUIT BREAKER FOR
POWERING GENERATOR
BLOCK HEATER.
PROPOSED
BREAKERS
REMOVE EXISTING CONDUIT
AND CONDUCTORS FROM
EXISTING GENERATOR
RECEPTACLE TO EXISTING
MCC.
EXISTING
GENERATOR
RECEPTACLE, SHIFT
TO THE RIGHT AS
NECESSARY TO
MAKE SPACE FOR
MANUAL TRANSFER
SWITCH, "MTS"
EXISTING MAIN SERVICE
DISCONNECTEXISTING
UTILITY METER
EXISTING
TELEMETRY PANEL
SEE ELECTRICAL SITE PLAN ON DWG
NO. E303 FOR CONTINUATION.
STANDBY GENERATOR
EXISTING KIRK KEY
INTERLOCK SYSTEM TO
BE REMOVED
EXISTING KIRK KEY
INTERLOCK SYSTEM
TO BE REMOVED
EXISTING CIRCUIT BREAKER
TO BE REMOVED. REPLACE
EXISTING DOOR WITH NEW
BLANK MANUFACTURER DOOR
FROM SIEMENS. NAMEPLATE
SHALL READ AS "SPACE".
TERMINATE CIRCUIT
AT EXISTING PHASE
MONITOR RELAY. PROVIDE
TERMINAL BLOCKS AS
NECESSARY.
ɸ
MANUAL TRANSFER
SWITCH, "MTS"
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)PROPOSED ELECTRICAL SITE PLAN
1. SEE DWG NO. E302 FOR CONDUIT AND CONDUCTOR SCHEDULE
2. SEE DWG NO. E302 FOR EQUIPMENT SCHEDULE.
3. CONTRACTOR TO INSTALL HANDHOLES AS NECESSARY FOR INSTALLATION
OF CONDUITS.
ELECTRICAL NOTES
IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E03.DWGSHOWN
E303 18 20
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATIONELECTRICAL SITE PLANSTANDBY GENERATOR
BOLLARD, TYP.
EXISTING DRY WELL
EXISTING MOTOR
CONTROL CENTER, "MCC"
AUTOMATIC TRANSFER
SWITCH, "ATS"
EXISTING JUNCTION BOX
TO BE RELOCATED
EXISTING ACCESS
HATCH
EXISTING SURGE
PROTECTION DEVICEEXISTING
WET WELL
EXISTING
PANEL L
A
EXISTING ELECTRICAL
PEDESTAL. SEE EXISTING
ELECTRICAL PEDESTAL
PHOTO ON DWG NO. E302
FOR DETAILS.
PARKING LOT
EAST VALLEY ROAD
IO/MBCMRNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E04.DWGSHOWN
E304 19 20
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:EAST VALLEY LIFT STATIONGENERATOR DETAILGENERATOR AND FUEL TANK PLAN
GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW
BOLLARD DETAIL
3'-0"
4'-0"
2'-6"
2'-6"
6" GALVANIZED STD STEEL
PIPE. FILL WITH CONCRETE.
PAINT SAFETY YELLOW.
LOCATE @ 4' O.C.
1"ROUNDED CONCRETE TOP
#4 HOOPS @ 12" O.C.
(6) #4 VERT
EVENLY SPACED
1/2" PRE-MOLDED
JOINT FILLER, TYP.
6"
STREET SIDE WALK
STANDBY GENERATOR WITH
SOUND ATTENUATED ENCLOSURE
SECURE GENERATOR
AND FUEL TANK TO
CONCRETE PAD PER
MANUFACTURER'S
INSTRUCTIONS
CONCRETE PAD
MIN 12" CRUSHED SURFACING
COMPACTED TO FIRM AND
UNYIELDING CONDITION
PROOF ROLL
NATIVE SOIL
#5 @ 12" O.C.
EW, T&B
DUAL-WALL SUBBASE
FUEL TANK
STANDBY GENERATOR WITH
SOUND ATTENUATED
ENCLOSURESTANDBY GENERATOR CONTROL
PANEL, EXTERNAL EMERGENCY
STOP PUSH BUTTON AND
CIRCUIT BREAKERS THIS END
2"
4'-0" (TYP.)4'-0" TYP.
2'-0" (TYP.)
BOLLARD AND
BOLLARD FOOTING,
TYP. SEE DETAIL
THIS SHEET.
1 1/2" CLR.
3" CLR.
1'-0"
1 CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)A
A
BOLLARD, TYP. SEE
DETAIL THIS SHEET
BOLLARD FOOTING,
TYP. SEE DETAIL
THIS SHEET
CEMENT CONCRETE
SIDEWALK PER CITY OF
RENTON STANDARD DETAIL
NOTE: CEMENT CONCRETE SIDEWALK
NOT SHOWN THIS VIEW
A
FUEL TANK BELOW
2'-0" TYP.
CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING TELEMETRY PANEL
IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E05.DWGSHOWN
E305 20 20
0"1"2"
DRAWING IS FULL SCALE WHEN
BAR MEASURES 2"
SCALE:
DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATION TELEMETRYMODIFICATIONSDIGITAL INPUTS, EXISTING SLOT 4
DIGITAL INPUTS, EXISTING SLOT 5
CONNECT ATS POWER OFFLINE DIGITAL
INPUT TO EXISTING DEDICATED FUSE AND
TERMINAL BLOCK.
CONNECT GENERATOR WARNING INPUT
TO EXISTING DEDICATED FUSE AND
TERMINAL BLOCK.
CONNECT GENERATOR FAILURE INPUT TO
EXISTING DEDICATED FUSE AND
TERMINAL BLOCK.
CONNECT GENERATOR RUNNING INPUT
TO EXISTING DEDICATED FUSE AND
TERMINAL BLOCK.
CONNECT GENERATOR LOW FUEL INPUT
TO EXISTING DEDICATED FUSE AND
TERMINAL BLOCK.
CONNECT DIGITAL INPUTS TO
EXISTING DEDICATED FUSES
AND TERMINAL BLOCKS, TYP.
CONNECT PHASE FAIL INPUT TO
EXISTING SPARE DEDICATED FUSE AND
TERMINAL BLOCK.
PHASE FAIL