HomeMy WebLinkAboutS-220205?0
PADLOCK HASP SEC. �g g�� W.M. ENTILATING BLOWER VENT FIBERGLASS HOOD SE 1/4, NE 1/4, SEC. 3,123N., R.5E., 9�
AND SUPPORT
(2) PUMP ASSEMBLIES
500 WATT HEATER 1/2" AUXILIARY CONDUIT
CONTROL PANEL -\ ENTRANCE LOCATION
FRONT OF STATION 2" SERVICE CONDUIT
2'67 4" PLUG VALVE
ENTRANCE LOCATION
4" WAFER
ELEV. 324.00 I 7 CHECK VAL
I ALTERNATE DISCHARGE
' I _ - -�
j . 0 MIN I LOCATION (3 POSITIONS) Y \
1.50 MIN I 1 I' I
4° DRESSER COUPLING I I L 8" DIA INLET PIPE I -I-r ItFE -1 If
CAST IRON PIPE FITTING (NOT BY S&L) I{jy WET WELL
(BY S&L) INVERT ELEV. 308.9
21'-0' MAX
4 "DIA
DISCHARGE PIPING
(NOT BY S&L)
1 WET WELL I.D.
4"
PIPES SUCTION i C (L G
' 0.53 T MANWAY SIZE
(NOT BY S&L) I 0 WITH ALUMINUM
' SLIDING COVER
0.25 MIN
T PLAN VIEW
(SHOWN LESS HOOD)
SECTIONAL ELEVATION
WET WELL DIM A DIM B DIM C OIM D DIME DIM F MANWAY G SUCTION DIM H
DIAMETER PIPE SIZE
6' -6 " 0" 1' -0 3/4° 3' -4" 6' -6° 2' -70 7/8" 3' -3 3/8" 1' -9" x 2' -4° 4° 1 1/2
TYPICAL PUMP STATION LAYOUT
NOT TO SCALE
ELECTRICAL PANEL
ENCLOSURE ONTROL PANEL ENCLOSURE
SPECIFICATIONS FOR PUMP STATIONS
ANTENNA POLE
<\
4 #2 _
I TELEMETRY CONDUIT
100 A
LEVEL TRANS.
L
CONDUIT
POWER //
CONTROL, HATCH
CODES, AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION, 1994 EDITION (WSDOT AND APWA) AND CITY OF RENTON STDS.
POWER
CONDUIT CONDUIT
N
I i
NOTE:
HOOD & PUIMPING EQUIPMENT NOT
SHOWN FOR CLARITY.
ENCLOSURE ./PADLOCK. '
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L___________
____
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CONCRETE ELEMENTS AND MECHANICAL /ELECTRICAL EQUIPMENT, SIX COPIES OF SHOP
DRAWINGS OR MANUFACTURER'S LITERATURE INDICATING NAME OF MANUFACTURER,
,t `D
Cr 6'0 TOP OPENING
NORTH 1
DATA AS REQUIRED BY THE ENGINEER.
4. SUBMIT TO ENGINEER PRIOR TO START -UP SIX COPIES OF OPERATION
I I r i
Cr 8'0 MH
s i
6 °0 VENT PIPE
I.E. 320.00
CONDUCTORS NO. 10 AWG AND SMALLER. FOR NO. 8 AWG AND LARGER CONNECTORS,
CONNECT TO LADDER
SIDE OF MH.
Ei��SLAB
6 "0 PVC GU IDES
P
COVER & OPENING
(4 REQUIRED)
FRAME /y PLAN � /�
TO r LAN
4 "0 D.I. F.M.
I.E. 316.00
LEVEL TRANSMITTER
SUPPORT, SEE S -8.
96 "0 ASTM C -478
TYPICAL -SEE NOTES
PRECAST MH & BASE
w/ RUBBER GASKET
TRANSFORMER
2 "C, 4 #2, 480V, 30
__
SPECIFICATIONS FOR PUMP STATIONS
i
4 #2 _
LEVEL TRANSDUCER.
100 A
SIZE FUSE PER NEC
L
MAIN SERVICE
CODES, AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION, 1994 EDITION (WSDOT AND APWA) AND CITY OF RENTON STDS.
DISCONNECT
N
NEMA 3R ELECTRICAL
G
ENCLOSURE ./PADLOCK. '
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L___________
____
#2 _F
CONCRETE ELEMENTS AND MECHANICAL /ELECTRICAL EQUIPMENT, SIX COPIES OF SHOP
DRAWINGS OR MANUFACTURER'S LITERATURE INDICATING NAME OF MANUFACTURER,
3/4% TO ANTENNA
CABLE PER __
MANUFACTURER
REQUIREMENTS I
t I
� r
I
2 "C -4 #2
i
--------- __________i
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1-
100 A
-------------- / --------------
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,
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MANUAL TRANSFER SW
2 °C -4 #2
- 1a'
RECEP. FOR PORTABLE GENERATOR.
RECEP. TO MATCH EXIST. CITY OF
#2 RENTON PORTABLE GENERATOR SET.
NEMA 4X CONTROL
PANEL ENCLOSURE.
®,
S & L PANEL
URN
FISHED BY PUMP
SUPPUER.
2 -1" x 8' -0" COPPERCLAD-1 NOTE: MOUNT ELECTRICAL ENCLOSURES
STEEL GROUND ROD. ON HEAVY METAL FRAME OF 6 "x6 "x3 /8 'L .
GALV. AFTER FABRICATON, SET 3' IN CONC.
METALLIC FORCE MAIN
ELECTRICAL ONE LINE DIAGRAM
3 NOT TO SCALE
FLEX COUPLING (TYP.)
ALUM. L 3"x3 "x1/4" SUPPORTS FOR PUMP
SUCTION & FLOAT GUIDES (2 REQUIRED).
CLAMP PIPES TO SUPPORTS.
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SPECIFICATIONS FOR PUMP STATIONS
1" C, T.S.P. FROM
A. GENERAL
LEVEL TRANSDUCER.
1. ALL WORK AND SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH
THE PLANS, SPECIAL PROVISIONS, APPLICABLE LOCAL, STATE, AND NATIONAL
CODES, AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION, 1994 EDITION (WSDOT AND APWA) AND CITY OF RENTON STDS.
2. CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL SPECIALTY PERMITS
SUCH AS ELECTRICAL, PLUMBING, TRANSPORTATION, BURNING, N.P.D.E.S. AND
OTHER PERMITS OF A TEMPORARY NATURE RELATING TO THE CONSTRUCTION OF THE
6 "0 D.I. VENT PIPE EMERG. PUMP CONTROL FLOATS
PROJECT.
3. SUBMIT TO ENGINEER FOR ALL METAL FABRICATIONS, PRECAST
CONCRETE ELEMENTS AND MECHANICAL /ELECTRICAL EQUIPMENT, SIX COPIES OF SHOP
DRAWINGS OR MANUFACTURER'S LITERATURE INDICATING NAME OF MANUFACTURER,
MATERIALS OF CONSTRUCTION, FABRICATION DETAILS, DIMENSIONS, WEIGHTS,
PERFORMANCE DATA, SPECIFICATIONS, ELECTRICAL WIRING DIAGRAMS AND OTHER
DATA AS REQUIRED BY THE ENGINEER.
4. SUBMIT TO ENGINEER PRIOR TO START -UP SIX COPIES OF OPERATION
ELEV. 370.00
AND MAINTENANCE INSTRUCTIONS ON ALL MECHANICAL /ELECTRICAL EQUIPMENT.
4' -0"
5. AT COMPLETION OF CONSTRUCTION, CONTRACTORS SHALL CONDUCT A
PERFORMANCE TEST OF THE FACILITIES CONSISTING OF INDIVIDUAL TEST AND
CONDUCTORS NO. 10 AWG AND SMALLER. FOR NO. 8 AWG AND LARGER CONNECTORS,
CHECKS MADE ON EQUIPMENT INTENDED TO PROVIDE PROOF OF PERFORMANCE OF UNITS
AND PROPER OPERATION OF UNIT CONTROLS TOGETHER WITH SUCH NECESSARY TEST TO
ASSURE PROPER ALIGNMENT, SIZE, CONDITION, CAPABILFIY, STRENGTH, PROPER
.a
ADJUSTMENT, LUBRICATION, PRESSURE, HYDRAULIC TEST, LEAKAGE TESTS AND ALL
OTHER CHECKS DEEMED NECESSARY BY THE ENGINEER TO DETERMINE THAT ALL
MATERIALS AND EQUIPMENT ARE SPECIFIED QUALITY. PROPERLY SITUATED, ANCHORED
AND IN ALL RESPECTS READY FOR USE. AFTER TESTING, CONTRACTOR SHALL START
UP THE FACILITY. WHICH SHALL CONSIST OF TESTNG BY A SIMULATED OPERATION
OF ALL OPERATIONAL EQUIPMENT AND CONTROLS. THE PURPOSE OF THESE TESTS
SHALL BE TO CHECK THAT ALL EQUIPMENT WILL FUNCTION UNDER OPERATING
CONDITONS, THAT ALL INTERLOCKING CONTROLS AND SEQUENCES ARE PROPERLY SET
AND THAT THE FACILITY WILL FUNCTION AS AN OPERATING UNIT. FACTORY
REPRESENTATIVES OF ALL MAJOR UNITS WILL BE PRESENT FOR THE TESTING AND
START -UP. THE TEST SHALL CONTNUE UNTIL IT IS DEMONSTRATED THAT ALL
TYPICAL -SEE NOTES
DYSFUNCTION OF CONTROLS AND MACHINERY ARE CORRECTED.
6. THE PUMP STATON WET WELL IS CLASSIFIED AS AN EXPLOSIVE
ENVIRONMENT. ALL MECHANICAL /ELECTRICAL EQUIPMENT AND CONSTRUCTON IN THE
WET WELL SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE FOR
CLASS 1, DIVISION 1, GROUP D AREAS.
7. CONCRETE IN BOTTOM FILLETS AND TOP SLAB TO BE 6 SACK (3000
P.S.I. MIN.) MIX CONCRETE. INTERIOR TO BE STEEL TROWEL FINISH AND SHAPED
ON CONSTANT GRADE TOWARD SUMP AS SHOWN.
ELEV. 309.50
B. PUMP AND CONTROLS
1, THE COMPLETE WET WELL MOUNTED SEWAGE PUMP STATION INCLUDING
E. PAINTING
BUT NOT LIMITED TO PUMPS, MOTORS, CONTROLS, AND INSULATED HOOD SHALL BE
FURNISHED BY A SINGLE MANUFACTURER. SYSTEM SHALL BE SMITH AND LOVELESS
INSTALL NON- SHRINK
GROUT (TYP.).
(S&L), WET WELL MOUNTED SEWAGE PUMP LIFT STATION - MODEL 4838 STATION
TO BE FURNISHED IN ACCORDANCE WITH STANDARD S&L SPECIFICATIONS FOR
STATIONS OF THIS TYPE, WHICH ARE ON FILE AT THE BELLEVUE OFFICE OF DAVID
EVANS AND ASSOCIATES, INC., AND AS MODIFIED HEREIN.
2. EACH PUMP SHALL HAVE A CAPACITY OF 140 GPM AGAINST A TOTAL
HEAD OF 125 FEET. MINIMUM HORSEPOWER SHALL BE 20 AND MAXIMUM SPEED SHALL
BE 1760 RPM. MANUFACTURER SHALL BE S&L NO SUBSTITUTION ALLOWED.
START LEAD PUMP
3. PUMPS AND VALVES SHALL BE MOUNTED ABOVE GRADE (NOT IN WET
WELL).
4. ELECTRICAL CONTROLS SHALL BE 58d. STANDARD MODIFIED TO ALLOW
1. PAINT ALL FERROUS METAL AND CONCRETE INSIDE OF WET WELL WITH
TWO COATS OF TNEMEC HI -BUILD EPDXY BLACK 16 MIL TOTAL "DRY" FILM THICKNESS
REMOTE CONTROL AS SHOWN ON CONTROL LOGIC DIAGRAM.
C. PIPE AND FITTINGS
1. PIPE FOR SEWAGE TO BE DUCTILE IRON (D.I.), ANSI A 21.51, CLASS
53 CEMENT LINED.
2. FITTINGS TO BE DUCTILE IRON, FLANGED, FLAT- FACED, CEMENT
y
LINED, ANSI A 21.10.
3. FLEXIBLE COUPLING - DRESSER STYLE 38 OR STYLE 127.
ELEV. 309.00
4. STEEL PIPE TO BE ANSI 8125.2, SCHEDULE 40.
;b
D. ELECTRICAL
1' PERMITS, LICENSES, APPROVALS AND OTHER ARRANGEMENTS FOR WORK
BOTTOM STEP ELEV. 374.00 , 6 "0 PVC
SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR AND INCLUDED IN THE BID
PRICE.
2. ELECTRICAL WORK SHALL BE EXECUTED IN STRICT ACCORDANCE WITH
THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND LOCAL ORDINANCES
AND REGULATONS.
3. ALL ELECTRICAL EQUIPMENT, MATERIALS, CONSTRUCTION METHODS,
STOP LEAD &LEG PUMPS
TESTS AND DEFINITIONS SHALL BE IN STRICT CONFORMITY WITH THE ESTABLISHED
STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. (UL) AND /OR NATIONAL
ELECTRICAL MANUFACTURERS ASSOCIATON (NEMA).
4. ALL EQUIPMENT SHALL BE LISTED AS APPROVED FOR THE APPLICATION
COATING SERIES #66.
IN WHICH IT IS BEING USED.
5. THE CONTRACTOR SHALL REFER TO THE DRAWINGS, PROJECT DATA AND
ni 1" 4 FLOAT GUIDES FI-OW
(4 REQUIRED)
SHOP DRAWINGS OF OTHER TRADES FOR ADDITONAL DETAILS WHICH AFFECT THE
PROPER INSTALLATION OF THE WORK. DIAGRAMS AND SYMBOLS SHOWING ELECTRICAL
CONNECTIONS ARE DIAGRAMMATIC ONLY, AND DO NOT NECESSARILY SHOW THE EXACT
PHYSICAL ARRANGEMENT OF THE EQUIPMENT.
6. ALL CONDUIT SHALL BE HOT DIPPED GALVANIZED RIGID STEEL
7. FLEXIBLE CONDUIT SHALL BE LIQUIDTIGHT INTERLOCKING HOT DIPPED
GALVANIZED STEEL.
8. PROVIDE COPPER CONDUCTORS UNLESS OTHERWISE INDICATED. MINIMUM
CONDUCTOR SIZE SHALL BE NO. 12 AWG UNLESS OTHERWISE INDICATED. CONDUCTORS
IA I f I f + I AI I I I I I I I A i
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JOINTS.
H.L•AI fM V
SHALL BE INSULATED WITH TW OR THIN INSULATION. UTILIZE IDEAL INDUSTRIES "WING NUT"
OR 3M COMPANY SCOTCHLOCK" PREINSULATED CONNECTORS FOR SPLICES AND TAPS IN
6 "0 D.I. VENT PIPE EMERG. PUMP CONTROL FLOATS
i
ELEV. 370.00
4' -0"
CONDUCTORS NO. 10 AWG AND SMALLER. FOR NO. 8 AWG AND LARGER CONNECTORS,
FLEXIBLE COUPLING
SLOPE 0 S= 0.02' /ft (4 REQUIRED)
.a
START LAG PUMP
UTILIZE T&B COMPRESSION CONNECTORS. COMPRESS USING RECOMMENDED DIE AND TOOLS.
TYPICAL -SEE NOTES
NO. 2.
1
ELEV. 309.50
E. PAINTING
INSTALL NON- SHRINK
GROUT (TYP.).
i
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START LEAD PUMP
1. PAINT ALL FERROUS METAL AND CONCRETE INSIDE OF WET WELL WITH
TWO COATS OF TNEMEC HI -BUILD EPDXY BLACK 16 MIL TOTAL "DRY" FILM THICKNESS
STANDARD M.H. STEPS
y
ELEV. 309.00
;b
PER MANUFACTURERS INSTRUCTONS. CONCRETE COATNG SERIES #69. METAL
BOTTOM STEP ELEV. 374.00 , 6 "0 PVC
STOP LEAD &LEG PUMPS
COATING SERIES #66.
ni 1" 4 FLOAT GUIDES FI-OW
(4 REQUIRED)
�
2. PAINT ALL NON- GALVANIZED FERROUS METAL OUTSIDE OF WET WELL
TWO COATS OF TNEMEC SERIES #6� EPDXOLINE (PRIMER) 4 MILS DRY FOLLOWED
WITH I
LEVEL TRANSMITTER
_
° s F 'T, << 8 "0 S.S., I.E. 308.94
ELEV. 308.SO L L. ALARM
_N
INS UCTONSERIES #74 (FINISH COAT MILS DRY P MANUFACTURERS
TR
SUPPORT, SEE S -8.
(SHOWN OUT OF
i PROJECTION FOR
ELEV. 308.00
ALL PUMPS EMERG.
STOP
3. DAMPROOF EXTERIOR CONCRETE BELOW GRADE WITH TWO COATS TNEMEC
40 MIL TOTAL "DRY" FILM THICKNESS PER MANUFACTURERS
NORTH
' I CLARITY)
CONCRETE FILL 45' MIN. SLOPE,
. .
ELEV. 306.50 ELEV. 3075
LL
SERIES #270,
INSTRUCTIONS.
'
r L_ _____ - - -� . . .. 6O' MAX. SLOPE.
`
8�
g°
ALARM EMERG.
F. TELEMETRY
f_r___________ __________
' 4 °0 D.I. PUMP
..
,.
F
1. ALL WORK AND SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH
4 °0 D.I. F.M.
i
SUCTON PIPES
4:
AND BE COMPATABLE WITH THE PLANS AND SPECIFICATIONS FOR THE CITY OF
A
Q
r i
7" CLR. ON
A ALL SIDES
LEVEL TRANSMITTER
PLAN
RENTON 1995 SEWER TELEMETRY UPGRADE, WHICH ARE ON FILE AT THE BELLEVUE
OFFICE OF DAVID EVANS AND ASSOCIATES, INC., AND AS MODIFIED HEREIN.
2. THE CITY OF RENTON HAS AWARDED THE TELEMETRY UPGRADE
-
SEE DETAILS SHEET S -8
FOR SUPPORT
6 °0 D.I. D1 VENT PIPE
ROJECT TO OMEGA CONTRACTORS 0 (206) 881 -1697.
6'0 OPENING TOP
xC 1 16J1\ /'1 °A
�
}
CL °. 8'0 MH SLAB ABOVE
�
SLOPE
8 "0 S.S.
L___ ____
-
NOTES:
1. PACK ALL MH PENETRATIONS
WITH
C 'p'�
NON- SHRINK GROUT.
ION
SECTION
L ® \1/GO PLAN 2. PIPE TO HAVE FLEXIBLE
LAN
CONNECTON
1l ER a WITHIN 7' OF MH STRUCTURE.
VENT HEAD BOX
SCALE: 1/2 " =1' -O"
S4202
PUMP STATION DETAILS
-
WWR- 27 - 22O6
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