|
NO.1 DATE
<br />Conduit between wetwell and control
<br />panel shall be sealed using Hubbel
<br />Connectors or spray (aerosol) foam,
<br />to prevent corrosive vapors from
<br />entering the central panel. 7
<br />le
<br />WET WELL ACCESS FRAME AND COVER:
<br />The aluminum access frames and covers are manufactured of ''/4"
<br />thick structural -grade aluminum angle frame, with the LC
<br />9.5'XB.S flanges acting as a continuous concrete anchor. The inside
<br />CONCRETE COVER of the frame has a continuous door -support angle, which must
<br />SLAB have a full bed of Class A concrete under both the frame and
<br />// the support angle.
<br />°. Door leaves are a minimum of ''/4" thick aluminum diamond
<br />plate, with structural -grade reinforcing to withstand a live
<br />IN9T4`L16D BY I INSTALLED W/LIFT
<br />DN Df RG ROUND STATION
<br />CONTRACTOR THRUST ylt BLOCK'VAU/E�::i`C�/ ItI 111 wr
<br />FLANGED SPOOL N07----.<\\vm
<br />REOUIPIED, PLAIN END__ ':, itX
<br />r_ I — Jj 'n
<br />D.I. P WlrH FLANGE
<br />ADAPTERS TvPi� Nli
<br />t! _Lr
<br />4'X5' CNR/STY CONC. BOX —J `—
<br />MODEL R33 P36 - F WIT# 2 YEN%
<br />R 33X24 EXTfNS10N,5• plPp
<br />TRAFFIC LID TO BE
<br />MODEL 933-S2SH
<br />3'�CHECK VALVE
<br />(GLOW OIL EQUAL)
<br />3' ORES3EA STYLE
<br />I'LEYIOLE COUPLING '
<br />urYP.) l
<br />I._II i" FAT«N PLAN VIEW
<br />NOT TO SCALE
<br />PLUG VALVE W/
<br />L' S41%ARE AWW,9 [)DERATING NUT
<br />load of the H-20 designation. Doors have lifting aids of
<br />IB "MIN. tubular aluminum construction, with compression springs to
<br />TYa ALL $/DES assist in opening and closing. Hinges are heavy-duty
<br />stainless steel with tamper-proff fasteners. All hardware
<br />is stainless steel. Doors open to 90° and are locked
<br />automatically in that position by a stainless steel positive
<br />locking arm and release handle. Doors have a stainless
<br />`. steel lifting handle and stainless steel snap -lock, with
<br />'I
<br />JA removable key handle and plug. Frame shall be bitumastic
<br />coated where it contacts concrete.
<br />' CONTRRCTOR TD PROVIDE 1V7ANUF9C7URERS $PEClf/CAT10N5
<br />' FOR fR/I ME 9NJ COVER FOR C041N7YAPPR0VAL, PR/DR TD CONST.
<br />Of L/fT STATION.
<br />ErOCCONTROLOPANELDLII %
<br />CENTER LID OVER WEr
<br />WELL. fRAME r0 gE PRECAST /NTD
<br />TRICK CONCRETE COVER SLAB 47 5/1E.
<br />NOrf - DRRCRET Rf,01111Rfd fOR
<br />MOUNTING GUIDE BAR.
<br />CONC "f1AT TDP" iy/1?Cef5S fR9ME
<br />TRAFFIC LID
<br />VENT PIPE - SEE OfP#1L OF L4V0UT
<br />CONCRETE
<br />BOLM
<br />T DOWN ODEL COLLgR
<br />No. Rai 52 ✓H 4LA8 UpperClulde
<br />3" CAEC
<br />/8 ° M/N.
<br />2 -#as
<br />.CLEAR •
<br />/V? • , •
<br />1
<br />D OVERALL
<br />C CLR. OPNG.
<br />�
<br />CONT. CONC. ANCHOR
<br />I/44 THK. EXTRUDE[)
<br />ALUM. FRAME
<br />B SECTION 8-8
<br />At OVERALL
<br />A CLR. H. D. S. STL. HINGES
<br />OPNG. W/ TAMPER PROOF
<br />FASTENERS
<br />d"CONCRETE
<br />COVER SLAB
<br />D S ECT /ON 9-9 (-W.. ALL SIDES)
<br />NTS
<br />-J
<br />ASTRAGAL
<br />PLAN
<br />C CLR. OPNG.
<br />S.
<br />L. POSITIVE
<br />LOCKING ARM
<br />SECTION A—A
<br />1/4R THK. DIAMOND PAT.
<br />ALUM. COVER PLATE
<br />I�C5X3.108
<br />(4 3/4"O. C.)
<br />SECTION C—C
<br />REQUIRED -�
<br />DOUBLE DOOR ACCESS fRAMf /IND COYER
<br />K VAIVE > BarbraGKet Access Frame
<br />(CLOW OR EQU90 f/ TD BE MOUNTED
<br />OUTSIDE LLD Top - F.G. Elev. 100.6
<br />(GE.r •.N.
<br />I RECP �
<br />w . j. MORTAR ✓DINTS (IYP.) y
<br />cA3 E I W/B/TMA3T/C SfA Note:
<br />_ HOLDER DR AS AAPV'D BY
<br />laCLO RAD ELS), �cu1DE BARS Q ` ENGINEER. 1. An equivalent pre -manufactured - 5TA/NLf55 STffL O?
<br />x Z WATER STOPS 7 Z"GALv PIPE ELECT CONDUIT To CD TROL PANEL fiberglass -lift station package
<br />-��- ' TWO(2)REO'D o.> may be bid as an alternate. Any
<br />��'7l- _ SCR. 40 12"50 (overflow) Iny, 966 alternate is subject to final
<br />--"—"" -- approval by the Engineer and Sqn /oa9ui CounAy.
<br />InY.97.0 / -- Ir1V.97,0- °
<br />? iSTYLE FLEX. I 3`ForceMaln ( Reinforced Concrete 2. All lift station equipment,
<br />B -DUCTILE 10.0N £ I I I
<br />Plrc - CPLG.(TYP.) _I I / Pipe - including electrical and control
<br />YALVE SUPPORT t / panel, shall be /NCLUOED IN THE COST Of THE LIFT STATION.
<br />21, DRAIN PIP' 6D" ID — Alarm On^- Elev. 96.0 3. I'wup supplier steall provide all nlanulact urc, layout
<br />NOTE: TOUO'-UP ANY DISTURBED P,Y.C.S1;1-I - dlmenSionS for pumps, guide bars lend anchor bolts.
<br />O, VAr�aED SURFACES ti'I H WITH CHECK l ww4. PLunps shall be Davis 1141, Model FA4S/80 with a IOOmm
<br />Ar ArFPeo o." NIZE FLgp GATE
<br />PAurr. impellor, or equal. Supplier shall provide pump
<br />2, __-
<br />carves and operating data for Engineer and County
<br />° l ' /risf4!/ T"s� �4C� N approval. Maximum design pumped outflow allowable
<br />Bo// fa c+)a// of
<br />is 100 gpm (duplex case).
<br />po 4Jef /eJe// 4-
<br />L n? 5. As an alternate; larger pumps may be used, provided that controls
<br />lNflOW p are set such that both pumps are never in operation simultaneously,
<br />/_.
<br />4) and maximum pumped outflow does not exceed 100 gpm. Controller shall
<br />0 automatically alternate "pump an" for each cycle.
<br />-�
<br />Loa Pump On - Eley.
<br />12'IDia SD from Pond i / ",'+' �0 883 FLOAT GONTROLS SHALL
<br />Inv. 88.0 _ '; a° Lead PumpOn- Eley. BE LOCATED SUCH THAT INFLOW
<br />� PumpOff-EIeV.87 3 FROM 18"5D DOE5 NOT INTERFER
<br />' WITH THEIR OPERATION.
<br />60° ' Interior Finish Floor_
<br />N0.5 bars 9°Q.C. a y " A°`.°a•AQ a A —� EIeV 86.3
<br />Each Way -0 9111 in. pose Elev."
<br />L.2"Grout.3"C(ear 85.38 min.
<br />Min.
<br />(Typ) 4- 3/41, Diax -}"'Stainless Steel Anchor
<br />Bolts NUTS i above q roS Di cnsicly PUMP. PROJECT
<br />..
<br />Bolts
<br />et.d by thelpumpf for
<br />LIFT STATION, DUPLEX
<br />NOT TO F-CALE
<br />REVISIONS
<br />S'4 - 213th
<br />9J DESIGN
<br />DRAWN BY
<br />APPROVED BY
<br />R.C.E. DATE
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-36B-8818
<br />LIFT STATION - DETAILS
<br />Fr24'
<br />L
<br />i _ @
<br />1
<br />-- i
<br />PL3
<br />JE T) E
<br />11-1
<br />PLI0c, R2
<br />0 CONv.O O 'J' RECP3032%4SSI SS2
<br />RESETS E'j
<br />TYPICAL
<br />DUPLEX CONTROL PANEL
<br />FRONT VIEW
<br />NOTES
<br />I. ALL HARDWARE STAINLESS
<br />STEEL.
<br />2. SUITABLE FOR USE IN OFF-
<br />STREET LOCATIONS WHERE
<br />NOT SUBJECTED TO HIGH
<br />DENSITY TRAFFIC.
<br />3. PROVIDE A' FULL BED OF
<br />CLASS"A" CONCRETE UNDER
<br />FRAME AND SUPPORT ANGLES,
<br />4. PROTECT FRAME FROM
<br />RACKING AND TWISTING.
<br />CB\M CBI OL.
<br />220 V. J.` L IL2 3-4,. MF-r_oT
<br />/-
<br />�� L3�J�y\'F--'i f... 1�0T2�
<br />PUMP NQ I
<br />GEN. E - "iC ��-aT3
<br />RECP
<br />_�.. _ �? MZ O
<br />___OTr..-_1F—'
<br />PUMP NO.2
<br />T PLI
<br />C83
<br />1_HQ 2a -B
<br />-2DRAIN--
<br />3—iF---'I �-0
<br />SSI - 'MI _.. _2
<br />PUMP N0.,
<br />F3 ITOL.
<br />I I I `I I ` l
<br />PtFi' HETH
<br />LL,.
<br />,
<br />l4LV. -YON, J1
<br />CHECK
<br />FLAP GATE
<br />-PLTM P2
<br />CONVENIENCE
<br />RECEPTACLE
<br />L 4>
<br />/PUMP ALTERNATOR
<br />-_-_
<br />3 M2 10
<br />2-.
<br />_ 12 I�� _
<br />(1 ------ -n SS2
<br />PUMPN0.2
<br />I A O.L.
<br />--- T
<br />F 1 3
<br />1
<br />- -
<br />'
<br />F4 '-t��FLEVEL
<br />ALARM LIGHT
<br />NI LEVEL -PLJ....- - -JPALARM
<br />ILO T
<br />TYPICAL POWER AND CONTROL SCHEMATIC
<br />LEGEND
<br />CBM-. - - _ 3P MAIN CIRCUIT BRKR.
<br />CBIS 2 - - - 3P PUMP CIRCUIT BRKR.
<br />3' ORES3EA STYLE
<br />I'LEYIOLE COUPLING '
<br />urYP.) l
<br />I._II i" FAT«N PLAN VIEW
<br />NOT TO SCALE
<br />PLUG VALVE W/
<br />L' S41%ARE AWW,9 [)DERATING NUT
<br />load of the H-20 designation. Doors have lifting aids of
<br />IB "MIN. tubular aluminum construction, with compression springs to
<br />TYa ALL $/DES assist in opening and closing. Hinges are heavy-duty
<br />stainless steel with tamper-proff fasteners. All hardware
<br />is stainless steel. Doors open to 90° and are locked
<br />automatically in that position by a stainless steel positive
<br />locking arm and release handle. Doors have a stainless
<br />`. steel lifting handle and stainless steel snap -lock, with
<br />'I
<br />JA removable key handle and plug. Frame shall be bitumastic
<br />coated where it contacts concrete.
<br />' CONTRRCTOR TD PROVIDE 1V7ANUF9C7URERS $PEClf/CAT10N5
<br />' FOR fR/I ME 9NJ COVER FOR C041N7YAPPR0VAL, PR/DR TD CONST.
<br />Of L/fT STATION.
<br />ErOCCONTROLOPANELDLII %
<br />CENTER LID OVER WEr
<br />WELL. fRAME r0 gE PRECAST /NTD
<br />TRICK CONCRETE COVER SLAB 47 5/1E.
<br />NOrf - DRRCRET Rf,01111Rfd fOR
<br />MOUNTING GUIDE BAR.
<br />CONC "f1AT TDP" iy/1?Cef5S fR9ME
<br />TRAFFIC LID
<br />VENT PIPE - SEE OfP#1L OF L4V0UT
<br />CONCRETE
<br />BOLM
<br />T DOWN ODEL COLLgR
<br />No. Rai 52 ✓H 4LA8 UpperClulde
<br />3" CAEC
<br />/8 ° M/N.
<br />2 -#as
<br />.CLEAR •
<br />/V? • , •
<br />1
<br />D OVERALL
<br />C CLR. OPNG.
<br />�
<br />CONT. CONC. ANCHOR
<br />I/44 THK. EXTRUDE[)
<br />ALUM. FRAME
<br />B SECTION 8-8
<br />At OVERALL
<br />A CLR. H. D. S. STL. HINGES
<br />OPNG. W/ TAMPER PROOF
<br />FASTENERS
<br />d"CONCRETE
<br />COVER SLAB
<br />D S ECT /ON 9-9 (-W.. ALL SIDES)
<br />NTS
<br />-J
<br />ASTRAGAL
<br />PLAN
<br />C CLR. OPNG.
<br />S.
<br />L. POSITIVE
<br />LOCKING ARM
<br />SECTION A—A
<br />1/4R THK. DIAMOND PAT.
<br />ALUM. COVER PLATE
<br />I�C5X3.108
<br />(4 3/4"O. C.)
<br />SECTION C—C
<br />REQUIRED -�
<br />DOUBLE DOOR ACCESS fRAMf /IND COYER
<br />K VAIVE > BarbraGKet Access Frame
<br />(CLOW OR EQU90 f/ TD BE MOUNTED
<br />OUTSIDE LLD Top - F.G. Elev. 100.6
<br />(GE.r •.N.
<br />I RECP �
<br />w . j. MORTAR ✓DINTS (IYP.) y
<br />cA3 E I W/B/TMA3T/C SfA Note:
<br />_ HOLDER DR AS AAPV'D BY
<br />laCLO RAD ELS), �cu1DE BARS Q ` ENGINEER. 1. An equivalent pre -manufactured - 5TA/NLf55 STffL O?
<br />x Z WATER STOPS 7 Z"GALv PIPE ELECT CONDUIT To CD TROL PANEL fiberglass -lift station package
<br />-��- ' TWO(2)REO'D o.> may be bid as an alternate. Any
<br />��'7l- _ SCR. 40 12"50 (overflow) Iny, 966 alternate is subject to final
<br />--"—"" -- approval by the Engineer and Sqn /oa9ui CounAy.
<br />InY.97.0 / -- Ir1V.97,0- °
<br />? iSTYLE FLEX. I 3`ForceMaln ( Reinforced Concrete 2. All lift station equipment,
<br />B -DUCTILE 10.0N £ I I I
<br />Plrc - CPLG.(TYP.) _I I / Pipe - including electrical and control
<br />YALVE SUPPORT t / panel, shall be /NCLUOED IN THE COST Of THE LIFT STATION.
<br />21, DRAIN PIP' 6D" ID — Alarm On^- Elev. 96.0 3. I'wup supplier steall provide all nlanulact urc, layout
<br />NOTE: TOUO'-UP ANY DISTURBED P,Y.C.S1;1-I - dlmenSionS for pumps, guide bars lend anchor bolts.
<br />O, VAr�aED SURFACES ti'I H WITH CHECK l ww4. PLunps shall be Davis 1141, Model FA4S/80 with a IOOmm
<br />Ar ArFPeo o." NIZE FLgp GATE
<br />PAurr. impellor, or equal. Supplier shall provide pump
<br />2, __-
<br />carves and operating data for Engineer and County
<br />° l ' /risf4!/ T"s� �4C� N approval. Maximum design pumped outflow allowable
<br />Bo// fa c+)a// of
<br />is 100 gpm (duplex case).
<br />po 4Jef /eJe// 4-
<br />L n? 5. As an alternate; larger pumps may be used, provided that controls
<br />lNflOW p are set such that both pumps are never in operation simultaneously,
<br />/_.
<br />4) and maximum pumped outflow does not exceed 100 gpm. Controller shall
<br />0 automatically alternate "pump an" for each cycle.
<br />-�
<br />Loa Pump On - Eley.
<br />12'IDia SD from Pond i / ",'+' �0 883 FLOAT GONTROLS SHALL
<br />Inv. 88.0 _ '; a° Lead PumpOn- Eley. BE LOCATED SUCH THAT INFLOW
<br />� PumpOff-EIeV.87 3 FROM 18"5D DOE5 NOT INTERFER
<br />' WITH THEIR OPERATION.
<br />60° ' Interior Finish Floor_
<br />N0.5 bars 9°Q.C. a y " A°`.°a•AQ a A —� EIeV 86.3
<br />Each Way -0 9111 in. pose Elev."
<br />L.2"Grout.3"C(ear 85.38 min.
<br />Min.
<br />(Typ) 4- 3/41, Diax -}"'Stainless Steel Anchor
<br />Bolts NUTS i above q roS Di cnsicly PUMP. PROJECT
<br />..
<br />Bolts
<br />et.d by thelpumpf for
<br />LIFT STATION, DUPLEX
<br />NOT TO F-CALE
<br />REVISIONS
<br />S'4 - 213th
<br />9J DESIGN
<br />DRAWN BY
<br />APPROVED BY
<br />R.C.E. DATE
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />95240 PH: 209-36B-8818
<br />LIFT STATION - DETAILS
<br />Fr24'
<br />L
<br />i _ @
<br />1
<br />-- i
<br />PL3
<br />JE T) E
<br />11-1
<br />PLI0c, R2
<br />0 CONv.O O 'J' RECP3032%4SSI SS2
<br />RESETS E'j
<br />TYPICAL
<br />DUPLEX CONTROL PANEL
<br />FRONT VIEW
<br />NOTES
<br />I. ALL HARDWARE STAINLESS
<br />STEEL.
<br />2. SUITABLE FOR USE IN OFF-
<br />STREET LOCATIONS WHERE
<br />NOT SUBJECTED TO HIGH
<br />DENSITY TRAFFIC.
<br />3. PROVIDE A' FULL BED OF
<br />CLASS"A" CONCRETE UNDER
<br />FRAME AND SUPPORT ANGLES,
<br />4. PROTECT FRAME FROM
<br />RACKING AND TWISTING.
<br />CB\M CBI OL.
<br />220 V. J.` L IL2 3-4,. MF-r_oT
<br />/-
<br />�� L3�J�y\'F--'i f... 1�0T2�
<br />PUMP NQ I
<br />GEN. E - "iC ��-aT3
<br />RECP
<br />_�.. _ �? MZ O
<br />___OTr..-_1F—'
<br />PUMP NO.2
<br />T PLI
<br />C83
<br />1_HQ 2a -B
<br />3—iF---'I �-0
<br />SSI - 'MI _.. _2
<br />PUMP N0.,
<br />F3 ITOL.
<br />I I I `I I ` l
<br />(jz�,,.U�TY .__.
<br />,
<br />l4LV. -YON, J1
<br />-
<br />3 F2 �4 CONY\\ RECP.
<br />ALT
<br />ETo-ly 7
<br />ON
<br />CONVENIENCE
<br />RECEPTACLE
<br />L 4>
<br />/PUMP ALTERNATOR
<br />-_-_
<br />3 M2 10
<br />2-.
<br />_ 12 I�� _
<br />(1 ------ -n SS2
<br />PUMPN0.2
<br />I A O.L.
<br />--- T
<br />F 1 3
<br />1
<br />- -
<br />'
<br />F4 '-t��FLEVEL
<br />ALARM LIGHT
<br />NI LEVEL -PLJ....- - -JPALARM
<br />ILO T
<br />TYPICAL POWER AND CONTROL SCHEMATIC
<br />LEGEND
<br />CBM-. - - _ 3P MAIN CIRCUIT BRKR.
<br />CBIS 2 - - - 3P PUMP CIRCUIT BRKR.
<br />MIe M2- _ - 3Q FVNR MTR. START
<br />FI TOFI,- - FLOAT CONTROL FOR MULTI-LEVEL
<br />PUMP LIFT STATION
<br />SSI E SS2 - 3 POS. HOA, SEL. SYN.
<br />ALT- - SPOT ALTERNATOR RELAY IIOV.
<br />ET--
<br />ELAPSE TIME METER
<br />AL ALARM LIGHT IIOV.
<br />R 1,2,3 INOICATUR PILOT
<br />LK.HT REO IIOV.
<br />CO3 - - - IP CONTROL BRKR.
<br />RECP- - IIOV. CONV RECP
<br />CBE - - - 3P EMERGENCY CKT.8RKR.
<br />TESSIE ESTATES
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET ® OF 11
<br />JOB NO.9094
<br />FILE
<br />NO. 6-373
<br />
|