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DISCHARGE
<br />ELEVATION
<br />117 FT 00 IN
<br />DEPTI
<br />(4X, 2" PROJECTION)
<br />NOTES:
<br />1. LOCATE ANCHOR BOLTS USING CLEAR INSIDE
<br />EDGE OF ACCESS FRAME AND CENTER LINE
<br />OF PUMP AS REF. POINT. BOLT LOCATIONS
<br />MUST BE HELD TO MAINTAIN EXACT POSITION
<br />OF PUMP RELATIVE TO ACCESS FRAME.
<br />2. GROUT OPENING FOR ACCESS FRAME.
<br />3. COVER SHOWN IS FOR STANDARD DUTY
<br />FRAME. FOR ADDITIONAL DIMENSIONS ON
<br />STANDARD DUTY TROUGH FRAME, HEAVY DUTY
<br />ANGLE FRAME AND HEAVY DUTY TROUGH FRAME,
<br />CONSULT ITT FLYGT CORP. ENGINEERING DEPT.
<br />4. FOR PUMP DIMENSIONS REFER TO DIMENSIONAL
<br />DRAWING.
<br />w
<br />0
<br />c
<br />m
<br />oq
<br />REDUCER
<br />BACKFLOW PREVENTER
<br />IN I I
<br />I� II
<br />II
<br />II
<br />f
<br />II
<br />UTILITY STATION 16.5' —a I
<br />-----
<br />rr ii
<br />M _ OI II,I
<br />COUPLING
<br />4",4"x4" TEE
<br />4" SFM (DIP)
<br />.INV. 8'x8'x8" CONC.
<br />SLAB
<br />1/2" EXP JT FILLER FOR
<br />CONC. (BITUMINOUS TYPE)
<br />LOCKING ALUMINUM
<br />ACCESS HATCH
<br />4" GATE VALVE (TYP) J
<br />4" CHECK VALVE (TYP.)
<br />2"
<br />5'x5'x4' CONC.
<br />VAULT
<br />NOTES:
<br />NON -SHRINK GROUT
<br />FOR VALVE VAULT
<br />PENETRATIONS (TYP)
<br />TOP VIEW
<br />1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, APPROVALS AND
<br />LICENSES PRIOR TO BEGINNING CONSTRUCTION.
<br />CABLE HOLDER
<br />8'x8'x12" CONC.
<br />SLAB
<br />FURTHEST PROTRUSION
<br />37 OF ACCESS FRAME
<br />FROM CENTER OF PIT.
<br />2. PUMPS P1 AND P2 SHALL BE SUBMERSIBLE SEWAGE PUMPS EACH RATED AT A DESIGN POINT OF
<br />112 GPM ® 23' TDH AT A MINIMUM EFFICIENCY OF 357 WITH A 4" DISCHARGE AND A 3 HP MOTOR.
<br />MOTORS SHALL BE 3 PHASE, 4 POLE, 240 VAC DESIGNED FOR SUBMERSIBLE WASTEWATER SERVICE.
<br />PUMPS SHALL BE MANUFACTURED BY FLYGT. (CP 3085)
<br />3. GUIDE RAILS AND LIFTING DEVICES SUITABLE FOR WET PIT INSTALLATION AS INDICATED ON
<br />DRAWINGS. CONTRACTORS SHALL PROVIDE TYPE 316 STAINLESS STEEL GUIDE RAILS, WALL SUPPORTS,
<br />LIFTING CHAIN, ANCHOR BOLTS, AND FASTENERS. PROVIDE A FORGED STEEL "GRIP -EYE" FOR USE
<br />WITH MECHANICAL LIFTING DEVICE. SYSTEM SHALL BE APPROPRIATELY SIZED FOR WEIGHT OF PUMPS
<br />TO BE LIFTED.
<br />4. ACCESS FRAMES AND COVERS SHALL HAVE STAINLESS STEEL COMPRESSION SPRING ASSIST,
<br />STAINLESS STEEL LIFTING HANDLES, HINGES, AND ATTACHING HARDWARE, STAINLESS STEEL LOOKING
<br />ASSEMBLY, BUILT-IN NEOPRENE GASKET, 300 LBS PSF LOAD RATING, ACCESS HATCHES AS
<br />MANUFACTURED BY FLYGT, HALLIDAY PRODUCTS OR EQUAL.
<br />5. THE FOLLOWING NOTES DESCRIBE THE MINIMUM REQUIREMENTS FOR A PAD MOUNTED, STANDBY
<br />RATED, 20 KW-60HZ CONTINUOUS DUTY, THREE PHASE DIESEL/ELECTRIC GENERATOR. THE DIESEL
<br />GENERATOR SHALL BE MANUFACTURED BY GENERAC, KOHLER, ONAN OR EQUAL.
<br />A. DIESEL GENERATOR SHALL INCLUDE A DIESEL ENGINE, CONTROL & INSTRUMENTAL PANEL,
<br />BATTERIES, REMOTE MOUNTED BATTERY CHARGER, BRUSHLESS ALTERNATOR, EXCITOR, VOLTAGE
<br />REGULATOR, GENERATOR MAIN BREAKER, SKID MOUNTED FUEL TANK, FUEL PUMP, RADIATOR, BLOWER
<br />FAN, VIBRATION ISOLATORS, JACKET WATER HEATER, WEATHERPROOF (LOCKING TYPE) ENCLOSURE,
<br />DOUBLE WALL BASE TANK (WITH ALARM) AND 24 HOURS MINIMUM FUEL STORAGE.
<br />B. THE BATTERY CHARGER SHALL BE PROVIDED IN A SEPARATE NEMA 3R ENCLOSURE INSIDE THE
<br />GENERATOR HOUSING.
<br />C. THE DIESEL GENERATOR SHALL BE DELIVERED AS A SKID MOUNTED UNIT, PIPED AND WIRED FOR
<br />OPERATION.
<br />D. INSTALL A STEEL REINFORCED CONCRETE PAD ADEQUATELY SIZED TO SUPPORT THE DIESEL
<br />GENERATOR FUEL TANK AND ASSOCIATED EQUIPMENT AS PART OF THIS SCOPE OF WORK.
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E ® 800-743-5000
<br />DESCRIPTION
<br />2.75,
<br />45" DIA. OF ACCESS FRAME
<br />GROUT 3/4" ANCHOR
<br />CIRCLE a BOLT (8x)
<br />REF. POINT
<br />`4" PL� TYP.
<br />T �
<br />PUMP AND
<br />UPPER GUIDE
<br />BAR BRACKET
<br />CL PIT TYP.
<br />9.875"
<br />BASE SECTION
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING " PLANNING • SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />SANITARY SEWER LIFT STATION
<br />CARBONA STATION
<br />DETAIL SHEET
<br />OCTOBER, 2003
<br />SAN JOAQUIN COUNTY
<br />��AL¢: BENCH MARK:B@=42. EL:13A.58 SHEET
<br />DRAWN BY: SM/EK DESCRIPTION: 26
<br />DESIGNED BY: JMBRASS CAP S/W CORNER OF OF 27 SHEETS
<br />CONCRETE CULVERT 114' NORTH
<br />CHECKED BY: CD OF LINNE RD, ON THE WEST SIDE JOB NO.
<br />OF MAC ARTHUR DRIVE, 0005
<br />AS BUILT BY:
<br />
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