1999-07-07_SHADY_ISLAND_LIFT_STATIONO
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REMOVE AND REPLACE EXISTING
PUMPS. GUIDES RAILS. DISCHARGE
ELBOWS. SUPPORTS. ETC. INSIDE
THE LIFT WELL STRUCTURE
SALVAGE PUMPS AND DELIVER
TO CITY MAINTENANCE SHOP. ,
UNKNOWN
EXISTING 96" DIA. PRECAST
REINFORCED CONCRETE SECTIONS
VERIFY SIZING BEFORE ORDERING
NEW BARREL SECTION.
4" SWING CHECK VALVE
TAP W /' 1 2" 31 GS5 "_.... ....;"' ,.
ADDLE BALL VALVE
STRUCTURES '-------- - - -- --
o
EXISTING VALVE MANHOLE BURIED
—4" GATE VALVE W/ HAND OPERATOR
EXISTING VALVES TO BE REMOVED &
REPLACED WITH NEW CHECK
VALVES AND GATE VALVES.
LUMP SUM BID ITEM LIFT STATION TO INCLUDE ALL LABOR & MATERIALS, REMOVALS, MANHOLES,
PIPING,PUMPS, VALVES, ELECTRICAL CONTROLS, CONTROL PANEL, CONNECTIONS TO EXISTING
STRUCTURES AND / OR PIPING, ETC. COMPLETE IN PLACE AS DETAILED.
EVEL CONTROL FLOATS
/DUPLEX ALUMINUM ACCESS DOOR
/ (36" x 42 ") (SEE SPECIFICATIONS)
SEAL COVER JOINT AND JOINT
BETWEEN NEW SLAB AND OLD
BARREL SECTION WITH
INFI- SHIELD OF APPROVED
EQUAL. RUBBER SEALING WRAP.
TO ELECT ICAL
PANEL
NEW BARREL SECTION. --,�
VERIFY DIAMETER OF
EXISTING PRIOR TO
ORDERING NEW SECTION.
PROVIDE HOLES
FOR CONDUIT
STAINLESS STEEL LIFTING RING
INFLUENT PIPE
NEW PRECAST CONCRETE SLAB
-2 STRIPS
BITUMASTIC SEAL
.INTERMEDIATE BRACING
AT 8' INTERVALS 936.5±
CONCRETE
COLLAR
B .
EXISTING 4" DIP TO REMAIN
NOTES:
1. ALL PIPING, SUPPORTS, AND APPURTENANCES
(INCLUDING BOLTS) INSIDE OF WET WELL STRUCTURES
SHALL BE STAINLESS STEEL.
2. REMOVE EXISTING COVER SLAB AND INSTALL ADDITIONAL
BARREL SECTIONS AS NECESSARY AND INSTALL NEW
PRECAST CONCRETE SLAB WITH DUPLEX ALUM. HATCH.
POUR CONCRETE COLLAR AROUND JOINT TO STABILIZE
STRUCTURE,
3. REMOVE ALL INTERNAL PIPING, WIRING, AND
PUMPING EQUIPMENT FROM WET WELL, AND
INSTALL NEW PUMPS AND CONTROLS AS DETAILED
AND INCLUDED IN THE PROJECT MANUAL.
4. EXISTING SLAB ELEVATION APPROX. 931.5, RAISE TO 936.5.
\ -2" STAINLESS STEEL GUIDE RAIL
—EXISTING PRECAST
REINFORCED CONCRETE SECTIONS
- HYDRAULICALLY SEALED
DISCHARGE FLANGE ON
NEW 4" BASE ELBOW
DISCHARGE FLANGE
LIFT STATION DETAIL
NO SCALE
REMOVE EXISTING COVER SLAB.
INSTALL RISER SECTION RAISE
EXISTING COVER TO NEW GRADE
AND REINSTALL COVER SLAB & COVER.
MANHOLE STEP m 16"
�— SEAL WITH INFISHIELD OR APPROVED
EOUAL. RUBBER SEALING WRAP
COVER SLAB
� 2 STRIPS
BITUMASTIC SEAL
RISER SECTION TO BE ADDED
(FIELD VERIFY SIZE AND
HIEGHT REQUIRED.)
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19IIII= IIII��I�IIII�;' COMPACTED GRANULAR
MATERIAL (FA -3)
I�IIfe IIIIIII�1I111 :; :..; ._ LL
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12" MIN. AROUND
RETAINING WALL
CEMENT MORTAR BACK SIDE
PROVIDE WEEP HOLES AS
NECESSARY
LANNON STONE
RETAINING WALL
NO SCALE
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PROJECT NUMBER 9903 DETAILS SHEET 2 OF 5 SHEETS
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3/4' CONDUIT STUB FOR
#6 BARE STRANDED COPPER GROUND CONDUCTOR
1' SCHEDULE 80 PVC CONDUIT FOR
FUTURE TELEPHONE SERVICE. 1_~ TO UTILITY POLE. SEE PLAN BELOW.-- -
5[8"x10' COPPERCLAD STEEL GROUND ROD.
OUND PER NEC ARTICLE 250
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SCHEDULE 80 PVC CONDUITS.
SEE SCHEMATIC.
LIFT STATION SECTION
NO SCALE
BIDDING PURPOSES
EXISTING
UTILITY
SERVICE - - - -- -------------------------
P� .j GENERATOR RECEPTACLE
SERVICE CABLE & CONDUIT.
SEE SCHEMATIC
HORN & "SILENCE' SWITCH W/ NAMEPLATE
PROVIDE SCHEDULE 80 PVC
�l
�y M WNW LAW m & 0juiIf Arill 1
011FRA 1qR SHILL AMYX All
LW S?AMM & Dm� /Ia1V
ENDS
CABLES TO CABLE RACK. SEE SCHEMATIC
LOFT ST A71
T OPENING W/ NON -SHRINK GROUT
- �imNm MEiER
R.'WIIND ROD-
3- t/C -03-1 IA* SCHmm
80 PVC TO ullm POLE
120/2*
tr. 3w sER1N�
iZ' MANUA�CTUREERR W/ 12"
I
UTILITY- APPROVED METER SOCKET, BY CONTRACTOR. '
METER BY UTILITY. COORDINATE W/ UTILITY. i
__- 3/4' CONDUIT STUB FOR GROUND i
CUFT STATION
CONTROLS GROUND ROD.
I
ENCLOSURE FRONT #6 BARE STRANDED COPPER GROUND CONDUCTOR �
SCHEDULE 80 PVC CONDUIT FOR
TELEPHONE SERVICE COORDINATE
ROUTE W/ TEL CO.
8' THICK CONCRETE PAD i
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LIFT STATION 1` ac, Pv
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LIFT STATION PLAN
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ALARM LIGHT
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HORN & - SILENCE' SWITCH W1 NAMEPLATE. o
NEMA 3R, STAINLESS STEEL CONTROL ENCLOSURE W/ TWIN
FRONT DOORS, CONTINUOUS STAINLESS STEEL HINGES, & 3 -POINT
I w
MOUNT ABOVE GENERATOR RECEPTACLE. ® O
PADLOCKABLE HARDWARE. SEE SPECIFICATION SECTION 16900.
s
'
UTILITY METER
M
I N4YI WEINELL
GENERATOR RECEPTACLE W/ TOP AT 48.
77 -
1
GROUSE -HINDS TYPE 'CGB" FITTINGS. ONE PER CABLE.
Z
INN
STAINLESS STEEL VENTILATED ENCLOSURE. VENTILATION
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1' SCHEDULE 80 PVC CONDUIT FOR
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LIFT STATION SECTION
NO SCALE
BIDDING PURPOSES
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UTILITY
SERVICE - - - -- -------------------------
P� .j GENERATOR RECEPTACLE
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SEE SCHEMATIC
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2 PULP COMM MODULE IS BASED ON FLYGE
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3 3 f
F - I RIM I S LIFT STATION IE1YE0. SHALL BE WMERED A NEC
WRI , CLASS 1. DIVISION 1 AREA
PIMPS RUNNING 8 "M SV M PER NEC MUM 250.
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DUPLEX LIFT STATION SCHEMATIC
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PROJECT NUMBER 9903
ELECTRICAL DETAILS
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