Lift Station Construction Details Cover Lift Station...Microsoft Word - Lift Station Construction...
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Water and Wastewater Engineering Department L L i i f f t t S S t t a a t t i i o o n n C C o o n n s s t t r r u u c c t t i i o o n n D D e e t t a a i i l l s s
Transcript of Lift Station Construction Details Cover Lift Station...Microsoft Word - Lift Station Construction...
Water and Wastewater Engineering Department
LLiifftt SSttaattiioonn CCoonnssttrruuccttiioonn DDeettaaiillss
Smallest 3PH Tran = 75" x 60"
Largest 3PH Tran= 87" x 75"
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%%UMECHANICAL/ELECTRICAL PLAN
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SCALE:1"=5'
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%%UDISCHARGE PIPING
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%%UCONNECTION DETAIL
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N.T.S.
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CONTINUOUS, UNCUT, BARE COPPER GROUND CONDUCTOR
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%%UGROUND ELECTRODE SYSTEM DETAIL
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ELECTRICIAN SHALL TEST GROUND ELECTRODE SYSTEM FOR RESISTANCE. THE GROUND ELECTRODE SYSTEM RESISTANCE TO GROUND SHALL BE NO GREATER THAN 5 OHMS.
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N.T.S.
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SWITCH
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TO SAFETY
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5/8" COPPER CLAD GROUND ROD. 10'-0" MINIMUM LENGTH
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%%UPIPE SCHEDULE
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%%UELECTRICAL SCHEDULE
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E1 = 2 [4" C, EMPTY ]
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E2 = [2" C, 3#__, 1#__N, 1#__G ]
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E3 = [2" C, 3#__, 1#__N, 1#__G ]
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E4 = 2 [2" C, PUMP CONDUCTOR]
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[2" C, CONTROL CABLES]
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E5 = [1#__G ]
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%%UMECHANICAL SUMMARY DATA
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PUMP MODEL NUMBER / HP RATING
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PUMP IMPELLER NUMBER
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PUMP DISCHARGE PIPE SIZE
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PUMP GUIDE RAIL SIZE
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WET WELL LINER MATERIAL
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WET WELL HATCH DOOR STYLE
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BYPASS VALVE / CONNECTOR SIZE
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SINGLE
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4"
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DOUBLE
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6"
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HDPE AGRU-LINER
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2 - SINGLE
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8"
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%%UELECTRICAL SUMMARY DATA
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SERVICE ENTRANCE CURRENT RATING
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SAFETY DISCONNECT FUSE RATING
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TRANSFORMER SIZE - KVA
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TRANSFORMER PAD SIZE
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ELECTRIC METER TYPE
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ELECTRIC METER SIZE
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SECONDARY VOLTAGE/PHASE
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CONTROL PANEL TYPE
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POST MOUNT
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FREE STANDING
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FORCE MAIN
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45° BEND
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45° BEND
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REDUCER
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REDUCING WYE
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%%UVALVE VAULT HATCH DOOR
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%%UORIENTATION DETAIL
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N.T.S.
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%%URIGHT-HAND PERPENDICULAR
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FUTURE STUB-OUT
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START CONDUIT ON THIS SIDE OF OPENING
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TRANSFORMER BUSHINGS WILL ACCOMODATE UP TO EIGHT CONDUCTORS OF 750 KCMIL
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NOTES: 1. TRANSFORMER FRONT SHOULD BE 8 FT TO 15 FT FROM PAVING FOR LINE TRUCK ACCESS. 2. TRANSFORMER SHOULD BE LOCATED 3 FT FROM BUILDING STRUCTURES OR 1 FT FROM ROOF DRIP LINE. WHICH EVER APPLIES. 3. MAINTAIN 10 FT SEPARATION FROM FIRE HYDRANTS, TRASH DUMPSTER OR TRASH COMPACTOR. 4. TERMINATE CONDUITS FLUSH WITH TOP OF PAD. 5. THIS CONCRETE PAD IS TO BE FORMED AND POURED IN PLACE. 6. CONCRETE SHALL BE 3500 p.s.i. 7. TRANSFORMER PAD MUST BE INSPECTED BY GRU ENERGY DELIVERY INSPECTOR PRIOR TO CONCRETE PLACEMENT. COORDINATE WITH UTILITY INSPECTOR.
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%%UTRANSFORMER PAD DETAIL
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N.T.S.
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DOORS
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SINGLE
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TWO
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WETWELL
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DOUBLE
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DOOR
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WETWELL
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VALVE VAULT
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HINGE (TYP)
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VALVE VAULT
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DOOR
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WETWELL
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SINGLE
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VALVE VAULT
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G1 = 8" PVC DR-18 @ 1% SLOPE
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G2 = 8" PVC STUB-OUT FOR FUTURE USE
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G3 = 8" PVC SUUB OUT FOR FUTURE USE
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D1 = __ ELDIP, PROTECTO 401
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D2 = __ PVC DR-25
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PUMP OPERATING POINT
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(PROVIDED BY GRU)
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LOCKING DEVICE (TYP)
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(PROVIDED BY GRU)
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2"-4" CONDUITS START 1" FROM OPENING EDGE
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#3 REBAR GRID 12" - 16" O.C.
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AS PER NEC CODE
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2" WATER SERVICE
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E1
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GROUND ELECTRODE SYSTEM SEE DETAIL
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W
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W
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W
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W
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W
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W
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G1
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CONTROL PANEL
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SCADA TOWER
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8" ROUND-PORT ECCENTRIC PLUG VALVE
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G3
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FUTURE STUB-OUT
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VAULT DOORS
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E4
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WET WELL DOOR
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D1
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E2
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E5
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G2
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D2
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W
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W
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W
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TRANSFORMER PAD
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DISCHARGE PIPING CONNECTION SEE DETAIL
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C
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L
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C
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L
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CHAIN LINK FENCE
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ON PROPERTY LINE
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CONCRETE PAD OR
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COVER
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UNDERGROUND WATER SERVICE
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W
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UNDERGROUND ELECTRIC LINE
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UNDERGROUND SEWER LINE
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%%ULEGEND
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GATE VALVE AND BOX
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ASPHALT PAVEMENT
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WATER METER W/RPZBFP
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%%ULOCKING WETWELL AND
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(PROVIDED BY GRU)
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WET WELL HATCH DOOR SIZE
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CONTROL PANEL SIZE
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PLUG-IN
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BOLT-IN
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D1
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E3
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ARV ASSEMBLY PER GRU STANDARD DETAIL WW - 8.0
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CLEAN-OUT (MIN. 10' FROM ARV)
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45 DEGREE ELL
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4" PVC @ 1.00% SLOPE
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2" SCH. 80 PVC
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HEAVY DUTY U-BOLT CLAMP GROUNDING CONNECTOR. COVER WITH PE-9HDX (STOCK NUMBER 4348-4).
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JOB NO.:
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WATER & WASTEWATER ENGINEERING
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GAINESVILLE REGIONAL UTILITIES
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%%USEAL
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PLOT ID:
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APPROVED BY:
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DATE:
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DATE
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REVISIONS
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SCALES ACCORDINGLY.
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THIS SHEET, ADJUST
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IF NOT ONE INCH ON
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ORIGINAL DRAWING
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VERIFY SCALE
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0 1"
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BAR IS ONE INCH ON
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DATE:
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COMPUTER FILE:
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SHEET TITLE:
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CHECKED BY:
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PROJECT:
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DESIGNED BY:
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DRAWN BY:
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CLIENT:
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SHEET NO.:
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GRUSTDLS-3A.DWG
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AUGUST 2016
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GRU STANDARD LIFT STATION DRAWINGS
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MECHANICAL/ELECTRICAL PLAN RIGHT-HAND PERPENDICULAR
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3A
Smallest 3PH Tran = 75" x 60"
Largest 3PH Tran= 87" x 75"
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%%UMECHANICAL/ELECTRICAL PLAN
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SCALE:1"=5'
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%%UDISCHARGE PIPING
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%%UCONNECTION DETAIL
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N.T.S.
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CONTINUOUS, UNCUT, BARE COPPER GROUND CONDUCTOR
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%%UGROUND ELECTRODE SYSTEM DETAIL
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ELECTRICIAN SHALL TEST GROUND ELECTRODE SYSTEM FOR RESISTANCE. THE GROUND ELECTRODE SYSTEM RESISTANCE TO GROUND SHALL BE NO GREATER THAN 5 OHMS.
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N.T.S.
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SWITCH
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TO SAFETY
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HEAVY DUTY U-BOLT CLAMP GROUNDING CONNECTOR. COVER WITH PE-9HDX (STOCK NUMBER 4348-4).
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5/8" COPPER CLAD GROUND ROD. 10'-0" MINIMUM LENGTH
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%%UELECTRICAL SUMMARY DATA
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FORCE MAIN
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45° BEND
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45° BEND
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REDUCER
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REDUCING WYE
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%%ULEFT-HAND PERPENDICULAR
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START CONDUIT ON THIS SIDE OF OPENING
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TRANSFORMER BUSHINGS WILL ACCOMODATE UP TO EIGHT CONDUCTORS OF 750 KCMIL
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NOTES: 1. TRANSFORMER SHOULD BE LOCATED 3 FT FROM BUILDING STRUCTURES OR 1 FT FROM ROOF DRIP LINE. WHICH EVER APPLIES. 2. MAINTAIN 10 FT SEPARATION FROM FIRE HYDRANTS, TRASH DUMPSTER OR TRASH COMPACTOR. 3. TERMINATE CONDUITS FLUSH WITH TOP OF PAD. 4. THIS CONCRETE PAD IS TO BE FORMED AND POURED IN PLACE. 5. CONCRETE SHALL BE 3500 p.s.i. 6. TRANSFORMER PAD MUST BE INSPECTED BY GRU ENERGY DELIVERY INSPECTOR PRIOR TO CONCRETE PLACEMENT. COORDINATE WITH UTILITY INSPECTOR.
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%%UTRANSFORMER PAD DETAIL
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N.T.S.
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2"-4" CONDUITS START 1" FROM OPENING EDGE
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#3 REBAR GRID 12" - 16" O.C.
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AS PER NEC CODE
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2" WATER SERVICE
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E5
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GROUND ELECTRODE SYSTEM SEE DETAIL
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C
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L
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C
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L
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SCADA TOWER
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CONTROL PANEL
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W
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W
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W
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W
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W
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W
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FUTURE STUBOUT
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FUTURE STUBOUT
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G2
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8" ROUND PORT ECCENTRIC PLUG VALVE
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E4
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G1
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G3
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D1
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D2
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E1
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D1
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DISCHARGE PIPING CONNECTION SEE DETAIL
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(PROVIDED BY GRU)
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E2
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E3
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CHAIN LINK FENCE
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ON PROPERTY LINE
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CONCRETE PAD OR
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COVER
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UNDERGROUND WATER SERVICE
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W
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UNDERGROUND ELECTRIC LINE
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UNDERGROUND SEWER LINE
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%%ULEGEND
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GATE VALVE AND BOX
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ASPHALT PAVEMENT
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WATER METER W/RPZBFP
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%%UPIPE SCHEDULE
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%%UELECTRICAL SCHEDULE
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E1 = 2 [4" C, EMPTY ]
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E2 = [2" C, 3#__, 1#__N, 1#__G ]
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E3 = [2" C, 3#__, 1#__N, 1#__G ]
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E4 = 2 [2" C, PUMP CONDUCTOR]
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[2" C, CONTROL CABLES]
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E5 = [1#__G ]
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%%UMECHANICAL SUMMARY DATA
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PUMP MODEL NUMBER / HP RATING
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PUMP IMPELLER NUMBER
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PUMP DISCHARGE PIPE SIZE
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PUMP GUIDE RAIL SIZE
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WET WELL LINER MATERIAL
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WET WELL HATCH DOOR STYLE
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BYPASS VALVE / CONNECTOR SIZE
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SINGLE
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4"
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DOUBLE
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6"
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HDPE AGRU-LINER
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2 - SINGLE
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8"
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SERVICE ENTRANCE CURRENT RATING
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SAFETY DISCONNECT FUSE RATING
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TRANSFORMER SIZE - KVA
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TRANSFORMER PAD SIZE
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ELECTRIC METER TYPE
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ELECTRIC METER SIZE
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SECONDARY VOLTAGE/PHASE
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CONTROL PANEL TYPE
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POST MOUNT
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FREE STANDING
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G1 = 8" PVC DR-18 @ 1% SLOPE
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G2 = 8" PVC STUB OUT FOR FUTURE USE
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D1 = __ ELDIP, PROTECTO 401
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D2 = __ PVC DR-25
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PUMP OPERATING POINT
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(PROVIDED BY GRU)
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(PROVIDED BY GRU)
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WET WELL HATCH DOOR SIZE
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CONTROL PANEL SIZE
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PLUG-IN
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BOLT-IN
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%%UVALVE VAULT HATCH DOOR
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%%UORIENTATION DETAIL
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N.T.S.
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DOORS
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SINGLE
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TWO
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WETWELL
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DOUBLE
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DOOR
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WETWELL
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VALVE VAULT
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HINGE (TYP)
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VALVE VAULT
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DOOR
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WETWELL
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SINGLE
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VALVE VAULT
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LOCKING DEVICE (TYP)
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HANDLE (TYP)
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%%ULOCKING WETWELL AND
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G3 = 8" PVC STUB OUT FOR FUTURE USE
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ARV ASSEMBLY PER GRU STANDARD DETAIL WW - 8.0
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VENT TO MANHOLE
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(4" PVC @ 1.00%)
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2" SCH. 80 PVC
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1.00% SLOPE
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CLEAN-OUT
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JOB NO.:
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WATER & WASTEWATER ENGINEERING
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GAINESVILLE REGIONAL UTILITIES
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%%USEAL
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PLOT ID:
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APPROVED BY:
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DATE:
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DATE
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REVISIONS
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SCALES ACCORDINGLY.
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THIS SHEET, ADJUST
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IF NOT ONE INCH ON
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ORIGINAL DRAWING
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VERIFY SCALE
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0 1"
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BAR IS ONE INCH ON
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DATE:
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COMPUTER FILE:
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SHEET TITLE:
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CHECKED BY:
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PROJECT:
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DESIGNED BY:
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DRAWN BY:
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CLIENT:
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SHEET NO.:
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GRUSTDLS-3B.DWG
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AUGUST 2016
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GRU STANDARD LIFT STATION DRAWINGS
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MECHANICAL/ELECTRICAL PLAN LEFT-HAND PERPENDICULAR
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3B
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%%uVALVE VAULT
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%%uCROSS SECTION%%u
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37
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WEIGHT & LEVERS TO BE INSTALLED ON OUTSIDE AS SHOWN
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DISCH
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VALVE VAULT
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DIMENSION SCHEDULE
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VARIABLE
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DIMENSIONS
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ELEVATIONS
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VARIABLE
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ELEVATION SCHEDULE
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WETWELL BOTTOM
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PIPE INVERT
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ELEV. D
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ELEV. C
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%%uCROSS SECTION%%u
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3
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%%uWETWELL
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N.T.S.
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2
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ELEV. A
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ELEV. B
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18
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15
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15
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17
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15
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16
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42
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15
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L
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C
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19
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9
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5
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14
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8
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4
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7
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10
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22
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6
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23
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%%uSECTION%%u
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20
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1
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N.T.S.
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STABILIZE SUB-BASE
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3
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20
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L
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C
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14
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WETWELL
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C
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PER ASTM STANDARDS
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HIGH WATER ALARM
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LEAD PUMP ON
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1
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ELEV. G
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PUMP OFF
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ELEV. H
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ELEV. E
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ELEV. F
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LAG PUMP ON
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21
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23
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43
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21
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44
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23
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L
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CONDUIT WALL SLEEVE (SEE DETAIL)
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ASPHALT PAVEMENT
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21
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20
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8
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23
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22
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14
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20
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36
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9
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5
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2
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19
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42
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1% SLOPE
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24
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27
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35
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27
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42
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SEE PIPE PENETRATION DETAIL
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26
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10
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42
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7
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6
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25
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18
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FINAL GRADE
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ELEV. A
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MECHANICAL MATERIALS SCHEDULE
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QTY.
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TYPE
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ITEM
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MARK
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22
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25
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24
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23
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21
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20
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12
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19
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18
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17
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16
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15
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14
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13
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10
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ELDI P401
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MJ x MJ x MJ
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1
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TEE
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AGRU
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ELDI P401
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RESTRAINING GLAND
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PIPE COUPLING
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JOINT SEALER
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WETWELL LINER
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REINFORCING STEEL
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REACTION BLOCK
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WETWELL
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BEND
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FILLET
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EBAA
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2
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RAM-NEK
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CONCRETE
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CONCRETE
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CONCRETE
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MJ x MJ
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#5
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MJxMJ
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HDPE
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AS REQ'D
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AS REQ'D
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1
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2
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1
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2
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1
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1
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ELDIP P401
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GUSSETED
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ELDIP P401
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ELDIP P401
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INTERMEDIATE GUIDE RAIL BRACKET
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PUMP BASE / DISCHARGE ELBOW
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ACCESS FRAME & COVER - WETWELL
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8
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CABLE HOLDER
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DISCHARGE PIPE
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PIPE SUPPORT
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CLEANOUT (FLOOR DRAIN)
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INFLUENT PIPE
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-
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BEND
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11
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9
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SUBMERSIBLE SEWAGE PUMP
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ANCHOR BOLT
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UPPER GUIDE RAIL BRACKET
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PUMP LIFTING CABLE
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4
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GUIDE RAIL
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6
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7
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5
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2
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3
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1
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316 SST
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1
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LOCKING
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4" BRASS
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FL x FL
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FL x PE
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-
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-
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STEEL
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AS REQ'D
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AS REQ'D
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-
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1
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2
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4
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2
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316 SST
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316 SST
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316 SST
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316 SST
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316 SST
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FLYGT
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FLYGT
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4
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2
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2
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2
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2
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8
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2
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UNITS
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QTY.
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ITEM
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MARK
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UNIT
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ELDI P401
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ACCESS FRAME & COVER- VALVE BOX
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-
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41
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EA
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EA
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50
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EA
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--
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EA
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EA
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EA
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--
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EA
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EA
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45
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49
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46
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47
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43
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44
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42
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PUMP CONDUCTOR
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LEVEL SENSOR
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GROUT
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33
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EA
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--
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--
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EA
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-
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EA
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EA
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EA
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37
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39
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40
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38
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35
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36
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34
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EA
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EA
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EA
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EA
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EA
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EA
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EA
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29
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31
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32
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30
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28
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27
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26
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TEE
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BACKWATER VALVE, EXTENDABLE
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HOSE COUPLING QUICK CONNECT
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WATER PIPE / FITTINGS
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P-TRAP
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HOSE BIBB
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BALL VALVE
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DRAIN PIPE
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FLG COUPLING ADAPTER RESTRAIN
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CHECK VALVE (AVK LEVER AND WEIGHT)
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VALVE VAULT
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PLUG VALVE-FUSION BONDED & EPOXY LINED
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TAPPED FLANGE
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DISCHARGE PIPE
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--
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-
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NON SHRINK
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VARIES
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MULTITRODE
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AS REQ'D
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2
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1
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EA
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EA
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--
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F
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H
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G
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D
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E
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B
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C
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1
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FL x FL x FL
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4" PVC
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4" PVC SCH40
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2"
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3/4"
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-
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2"
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4" PVC SCH40
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MPT
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1
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AS REQ'D
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1
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1
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AS REQ'D
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1
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1
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CONCRETE
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FL x FL
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FL x FL
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FL x FPT
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LOCKING
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JCM LONG-FLxMJ
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FL x PE
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1
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3
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2
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2
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4
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1
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4
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EA
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EA
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EA
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EA
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EA
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--
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EA
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A
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HH
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GG
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EA
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EA
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EA
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EA
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EA
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EA
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EA
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FF
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EE
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DD
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CC
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AA
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BB
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MECHANICAL MATERIALS SCHEDULE
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1. STRUCTURAL DESIGN FOR ALL PRECAST CONCRETE STRUCTURES SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER AND SHALL CONFORM TO ASTM STANDARDS FOR PRECAST STRUCTURES. 2. COMPACT SUBGRADE BENEATH CONCRETE STRUCTURES TO 98% OF THE MODIFIED PROCTOR DENSITY (AASHTO T-180) PRIOR TO INSTALLATION. 3. STABILIZE SUB BASE BENEATH CONCRETE STRUCTURES WITH 12" (MINIMUM) OF GRAVEL (FDOT #57) IF CONDITIONS ARE WET OR SUB BASE SOILS ARE LOOSE. 4. BACKFILL AROUND STRUCTURES IN 12" LIFTS COMPACTING EACH LIFT TO 95% OF THE MODIFIED PROCTOR DENSITY (AASHTO T-180). 5. BACKFILL THE LAST 3 FEET BENEATH STRUCTURES AND THE ACCESS DRIVEWAY COMPACTING TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR DENSITY (AASHTO T-180). 6. SEAL ALL PENETRATIONS IN CONCRETE STRUCTURES WITH TYPE II LEAN CEMENT GROUT. 7. INSTALL PUMP BASES, GUIDE RAILS, AND DISCHARGE PIPING PLUMB, LEVEL, AND SQUARE. 8. INSTALL BENCH FOR PUMP BASE PER GRU APPROVED PUMP MANUFACTURER'S SHOP DRAWINGS. 9. UNLESS OTHERWISE SPECIFIED, ALL ACCESSORIES AND FASTENERS SHALL BE 316 STAINLESS STEEL FASTENERS. INSTALL ANTI-SEIZING COMPOUND ON ALL STAINLESS STEEL FASTENERS. 10. INSTALL FILLET AFTER THE INSTALLATION OF ALL PUMP EQUIPMENT. FILLET SHALL BE CONSTRUCTED WITH A SLOPE OF 2 : 1 (VERTICAL : HORIZONTAL). 11. COAT ALL METALS THAT ARE NOT ALUMINUM OR STAINLESS STEEL AND ARE LOCATED IN THE WETWELL OR VALVE VAULT WITH 10 MILS (DRY FILM THICKNESS) OF BLACK, HIGH-SOLIDS EPOXY. (TNEMEC SERIES 69 HI-BUILD EPOXYLINE II). COATING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND SHALL NOT BE IMMERSED UNTIL FULL CURE IS ACHIEVED. 12. COAT ALL ALUMINUM SURFACES IN CONTACT WITH CONCRETE WITH BITUMINOUS COATING PRIOR TO INSTALLATION. 13. INSTALL 2" PVC WATER SERVICE PIPING. GRU WILL FURNISH AND INSTALL WATER METER AND RPZ BACKFLOW PREVENTER. 14. PUMP BASES, PUMP ANCHOR BOLTS, UPPER AND INTERMEDIATE GUIDE RAIL BRACKETS, GUIDE RAILS, CABLE HANGER, PUMP LIFTING CABLES, CONTROL PANEL & LEVEL SENSOR SHALL BE PROVIDED BY PUMP SUPPLIER. 15. UPPER & INTERMEDIATE GUIDE RAIL BRACKETS, GUIDE RAILS, & CABLE HANGER SHALL BE 304 STAINLESS STEEL. 16. INSTALL INTERMEDIATE GUIDE RAIL BRACKETS WHEN GUIDE RAILS EXCEED 20'-0" IN LENGTH. 17. PROVIDE CHECK VALVES WITH EXTERNAL WEIGHT & LEVER ARM. 18. PROVIDE PLUG VALVES WITH 2" SQUARE NUT OPERATOR. 19. ANCHOR BOLTS FOR PUMP BASES SHALL BE 316 STAINLESS STEEL, EPOXY TYPE, 3/4" MINIMUM DIAMETER, LENGTH AS REQUIRED. OTHER ANCHOR BOLTS SHALL BE 316 STAINLESS STEEL, MECHANICAL WEDGE TYPE, 3/8" MINIMUM DIAMETER, LENGTH AS REQUIRED. 20. APPLY COATING TO STEEL PIPE SUPPORTS BEFORE INSTALLING. 21. ALL WORK MUST CONFORM TO THESE DRAWINGS AND WITH THE WRITTEN SPECIFICATIONS CONTAINED WITHIN GRU'S WATER AND WASTEWATER STANDARDS AND APPROVED MATERIALS MANUAL.
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2" WATER SERVICE
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GSP
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PER ASTM STANDARDS
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N.T.S.
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L
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C
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C
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L
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32
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31
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30
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DISCH
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39
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VAULT W/2 HOLE STRAPS
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SECURE TO VALVE
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SCH40 PVC
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39
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38
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SEE DETAIL
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33
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34
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28
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STABILIZE SUB-BASE
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35
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13
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11
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40
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11
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31
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SEE DETAIL
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29
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30
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28
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42
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%%USTRUCTURAL/MECHANICAL NOTES
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HIGH WATER ALARM
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FLOOR OF WETWELL (W/O BENCH)
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LOWER INFLUENT PIPE INVERT
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UPPER INFLUENT PIPE INVERT
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PUMP OFF
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LEAD PUMP ON
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LAG PUMP ON
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VALVE BOX LENGTH
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PUMP MINIMUM WATER DEPTH
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PUMP BENCH HEIGHT
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WETWELL CL TO HATCH OPENING
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WETWELL CL TO PUMP CL
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WETWELL HATCH OPENING WIDTH
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WETWELL HATCH OPENING LENGTH
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DESCRIPTION
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WETWELL COVER & VALVE VAULT TOP
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(FT.)
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ELEVATIONS
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DESCRIPTION
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WETWELL DIAMETER
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DIMENSION
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TYPE
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45
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FLOAT SWITCH, HIGH ALARM
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1
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EA
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-
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ELDI P401
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ELDI P401
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BRASS PLUG W/ SQUARE RECESS FLUSH W/GRADE
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6" SCH40 PVC RISER PIPE W/ 4" SCH40 PVC EXTENSION INSIDE
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FLUSH VALVE
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1
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EA
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-
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46
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JOB NO.:
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WATER & WASTEWATER ENGINEERING
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GAINESVILLE REGIONAL UTILITIES
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%%USEAL
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PLOT ID:
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APPROVED BY:
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DATE:
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DATE
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REVISIONS
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SCALES ACCORDINGLY.
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THIS SHEET, ADJUST
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IF NOT ONE INCH ON
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ORIGINAL DRAWING
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VERIFY SCALE
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0 1"
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BAR IS ONE INCH ON
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DATE:
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COMPUTER FILE:
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SHEET TITLE:
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CHECKED BY:
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PROJECT:
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DESIGNED BY:
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DRAWN BY:
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CLIENT:
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SHEET NO.:
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GRUSTDLS-4.DWG
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AUGUST 2016
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GRU STANDARD LIFT STATION DRAWINGS
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MECHANICAL SECTION DETAILS
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