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HomeMy WebLinkAbout1990 - Proposed Sewage Pump StationENE, p a k )MP c A- ' N. A 4 ME 1.. A,.' t ) THE PUMF d:HA, "E F THE WE'N1ir'IAA TYPE WII, THE: ROTATIN+: THE ; MPE' LER . CUTTER NlrVNTE;.1a t�1t THE PUM#' SMAE : R6.'Ti.Y TNF STATIONARY C1+TTKI, SMALL BE M*:'"NTF.D IN AN A;'USTABLE B)TTOM LATE. THE BOTTVM P: ATE SHALL- BE. AFT W TH„R,OVES THREADING r H OUTER Y: LATE TO THE 0 N:NC :5F THE P tjUTWARL> FROM THE .NTEk P€ a V _ T I FUGAL P ANF CEN R LER SHALL BE A MULTIPLE :F THE .MPIr� D MFTF TA TYPE, THE CUTTER MATERIAL SMALL BE SIMILAR T(; AN AIS) 440C STAINLES6 STEEL WITH THE ADDITION OF COBALT, VANADIUM, AND MOLYBDENUM FOR SUPERIOR ABRASION RESISTANCE AND A HARDNESS OF SO-62 ROCKWELL C. THE COMMON PUMP AND WYTOR SHAFT SHALL BE 42,'• STAINLESS STEEL SUPPORTED BY TWO' C2' HEAVY DUTY HALL BEARINGS. BRONZE SLEEVE c -, , WI LL dLL � >, .. E BALL HEARINGS n ADDITION TH R N S 2.N LIE. l F .R IN Ai BHA i iW NO't BE PERMITTFI?, THY PUMP AWL* ._t)TTIM(l DES;I;N SMALL BE SUCH THAT THE RATI(% OF BEARING CFNTER: T(' OVERHUNG LOAt IS NOT :.ESS THAN 1-.-"2 TO i AL I FAtiTENEPS SHA'_. RE 404 STA' AI: FS:' STEEI - SHAFT SEALS' EACH PUNW SMALI HE Eut'IPPED WITH TW,, SEA1.6 THE LOWER SEA:, FUME SIDE: SMALL HE OF THE MECHANI Aa. TYPE; WITH SILIC'iN ¢:ARPIiF FACE THE' UPPER SFAL FHA BE A 'Arl TYPE SEAI M."rIN'TFL' A7 A ` .: 'H A")r i.F + Ttt `.HAF? F-A I RF WAF•h. W': r IF+' ;-} i,FA"A:. Nt -F', APA E' E(Y 'HAMNtie A '-R r HA: Nt is t 1 k' - "-it - AMF.t F Tt. IE'.LI-T ..FAPACf WA Fn ,C' t'AMk4F A , �TATF RELAY :=4AL. BE M i,.4"I;'- N II-F h lR 1 AN,_: R a: a ,A4'ATE ANI' .. A.: }NE A N - M'.RF THAN SMA EVEN AcE^ �. _ +•'"F HA"F;, THY. FLA) 44 V A.• 1'' t,,.._ NA - �A AN. - VIaLTI• «-,E.N _N-i ! ►A't'i+ X"I `•.A r t. C:UTYI'" r+HAit A. A A WAFN;` r.M F' w rF 1: A- _ A TH c'rN&. ANT: Fi.- ?A- .n ._.A...t .. , .. ,.. . BE i 4" 4N;: �;HAI : 3ASKET S.HALI BY StlFt..: N:' ta'.A, 1A' OF THE IMI.F7 PIPE AL. 'r THE COVER THE FIBERGLASS BASIN SHALL BE GRASS FIBERGLASS AN!' SHALL BE CAPABLE: OF RANI%I_ P ARE FOOT LIVE LOAD. THE COVEN SMALI, BE HELL' IN P - BY ,6• (STA'NLESS STEEL TAMPER PROOF R('RFW.S F__L CONTROL PANEL 20 1 .75 [y L_ T_R,y;,At C4I4lTRttLA A1.;. IONTR,i.. ELF..MENTS SHAL.t- BE HOV8VU IN A PENA 31( STAINLESS I" TEFL ENCLOSURE. THE EN .4t.M'.'RF SHALL BE SUPrABI.F F. •R WA; :_ Y�v POLE MeaUNT I Nt3 . p ,•,+sP:NAS a(+N MANUAL MUTV6 sTARTEk ANE `.- 10tt7iT (4HA:;. BE m"V I L`E3' FI)F Ev-14 PUMt• THE UNIT AHALI. HAVE I N TANTANFOUF. WE MAGNETIC OV£*CVRRtNT PROTECTION rsiE UNTI SHAL1 HAVF AD):,:qTAILLF THERMAL TRIPE - TM c' O v . T° . M c /NTR R; t`'f E THE TNTR ,R' 1Ha ESE. ; H,AL. PI NNlicTE'' TNR.L'H THE MEAT .SWIT<'0: N F' "t AMI _•GALS 1 `^+''NN.E THE +•(:'NTROI `ik'.-t�T IN CASF "c IFM£FRAT'-.y}'.:R14!,FR Fi'MF `•"T?F , r SHAL' ( MAIL BA5E � !y; N. A .AST IRON WIDE I -. 4..[xE: HAIL e 5T4LLATION MC)).'4 ffiD ')N THE FLOOR OF THE Pt'14Y STATION, THE GRINDER PUMP SHALL T ,• 1 ., t R4: c• Y A SI4 LE A,DE I. t N DISCHARGE BASE 8 L H CAST :i) D.SC ARG t. `. , I ?h T O E l I F �.'rf'! Lc"(:.D A? 7HE ';)P BY A4 'PPER ,Al DE SRACKFT AND AT THE. BOTT()A1 B� f!E: ; SCHARGE BASE, THE PL. P BASE L @E�'IPPc D WITH S'.RAIGHTENIW, VANE WHICH PROPERLY ALIGNS THE PtR(IP ON THE DISCHARGE. T r c' -c .N r � c :S IN POSITI SASE it- . PRICYR TO FINAL SEATING, WHEN .HE Pljalp , '.HE WEIGH- qF TME; PlfMP ''SHALL COMPRESS '.'HE, r:ASKET AND SEAL THE ;.:CN 4Ell" ":ON THE AREA I'NDER THE PUMP SHALL BE FREE AND '•'.EAR ()F ANY ADDITIONAL SLlPPt;iIT LEGS rXt ctr. DE P I Pf.S TO INSURE FREE ENTRANCE '"J} S44.i65 To TFF, IMPELLER ,:.. .,:} IINI A k`.� .. N ra•'. A; E:^A::, P4ArE tMTR )L` HAVE. ° 'AF' ANI: R "v A: A }', AN .;TAW' kEi_AYS M''JN:E!_ iN cNTR,, 'ANINF' - A :-EAL. FA::.URI WARNING I LINT FINALS P, Mf* rNTFI k TGIF :,LAi •R?4" `.'vOR A TF;RPIINA. .«TR 11• WITH H .. '. i; F •. :.NNk, T P. 1, HA,.. �t Vi - : MAI(E AI i P'>WE,k' ANI . 'NTR<'I: NNE' 7 1-:'MF } ,A ?H1. PU-i TEPMI NA; `:. S4AI.1 BE. MARO E I- F . f• EA :,,ENT i A .+, . TEFA¢1NAt Tk'F HALL Ai, f+F PR ti `r:f`i M A - .,, LF 10F: A; AHH -.7H'I - nA -E. `I N' I, t. .r.'F i/At:t AiA NTT 11F i 1, HT hA,I N} FN F A kF:• F Y Ae„ va ENT.. ,S I: RE. IMF ..i .H^, 'HA:.:. It A,' V ATE,` P: _HF ALARM. Fi. 'AT INc TAR. LIED iN THE: P'.JMF .,A. ;:vN A:'. AH,-WN A .0401 DRAW; NGF 1; FFWO' kE AS ALARM H(t0!N 'w;TH A S:LF4C_E. %WIT-CN 'FiF. ALARM ' 41h ;4 T') HF: 1AX'NTED (iN THE EXTERIOR EN' THE F.NCL;)St'NE t�Ug Ex Uel � : AN ALTERNATOR RELAY SMALL DIE AUPFI IEL Tv ALTYRNATF PUMPS ON EACH 6UCCESBIVE CYCt.E A LA6 FLOAT SWITCH SMALI. BE USED TO START BOTH PUMPS IF INFLOW I$ aVEATEA THAN ONE PUMP CAN HAN4)t.E ANL S/►AXL ALSO START THE BECOND PUMP IN CASE OPERATTN+.: PUMF FAILS N,)TC..- ALL PVC PIPE FOR SEWFR FORCE 'LAIN _;MA:..:_ BE :DR-25 AND :;HALL Fir BROWN :)R GREEN OR APPROVED EQUAL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 3. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF MIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 4. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 5. CONTRACTOR SHALL COORDINATF ALL WORK WITH ZITS,:TY COMPANIE PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO -XIS"TEND UTILITIES AND THE ADJUSTMENT AND!OR RELOCATION 'OFF SAME IF REQUIRED. 2"PVC DRAIN----. IA ON SHR LNK�GROUT i''YP � UTILLILU I SOUTNERN •ELL SL JOPKS I4TERCAGLE 3100 OKfACNOEE NO. - RMI 23T TT<N t1 S s 1 FT PIERCE. FL. 33450 SCOASTIAN,FL 3ZS" See - ti0!►Sf2-9045 i30y1 3i46 2. FLORIDA POWER • LIGHT CO. +1 T. FLOMOA CABLEVIISION CORP 3SO1 ORANGE MUSE. 12" 16 TM. ST. FT PERCE.FL 33450 VERO BEACH, FL. 32960 3051 589-m1 43135a 567 - 3444 T T } CITY OF vERa BEACH ELECTRIC DEPi ii*8ii'►EN�I RIVER COUNTY U Ilr IES DEPT i TH T 84 t3 S S x 2 P BL., t19 0 L3 v E 1 v H !' 32lt6 EN0 BE AC L N F i2li1 VERO BC , L. T- ISOS 1 �'i {#flfK! ! 1 (MA) S6T- 1 S T T T 4 INptAN RivER FARMS MIA ER MG'T DIS ! A • T 4400 20 TN ST Im OLD O4x1E MMGNwAY vERO K ACM, FL 32W VEWO *(ACM FL. 12960 (3091 562- 2141 i3051 S42-GS72 S. N+b1AN RiVEA COUNTY ROAD • IMEIME OE PT• IO. CITiI OF V[R{IBEACH WATER • SEWER tIEP T 1.40 2S TM ST. PO. wx 1309 VERO BEACH FL 32li+O WERO KACN FL. 32"1 I3DS) $67 - 9000 (XIS) S4T -SISI UTILITY LOCATION SERVICE UNCLE NOTIFICATION CENTER 1-900-432--4710 M NOT A M C M010 OF UNCLE - NOTIFY DIRECTLY 6. CONTRACTOR SMALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 7. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. B. FORCE MAINS SHALL BE INSTALLED WITH 36' MINIMUM COVER AND SMALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS 9. ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENG1NFER AND/OR OWNER FOR THESE ADJUSTMENTS, IF REQUIRED. 10. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER FOR ALL SEWER APPURTENANCES PRIOR TO FABRICATION. 1t. THE CONTRACTOR SHALL NOTIFY THE OWNER, THE ENGINEER (589-4800) AND UTILITIES DEPARTMENT (567-8000) A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT 'IF CONSTRUCTION. 12. ALL TV/INFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER AND INDIAN RIVER COUNTY. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL, TEST RESULTS. 13. THE CONTRACTOR SHALL SUPPLY THE OWNER ,AND ENGINEER WITH TWO COPIES ' OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. :4. IT SMALI. BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES )R DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION ')F SAT:) CHANGE:)R- DEVIATION . TtjE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE ,REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 16. THE CONTRACTOR SMALL OBTAIN A COPY OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT'S CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION FACILITIES PRIOR TO BIDDING THE UTILITY WORK. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE COUNTY'S SPECIFICATIONS AND THE ENGINEER'S SPE:'2FTCATIONS, THE COUNTY'S SPECIFICATIONS SHALL ..L-- SUPERSEDE. i„ 17. MAGNETIC I.D. TAPE SHALL BE INSTALLED OVER 0.LL PVC SEWER FORCE { MAINS. 18. THE BACKFILL OVER FORCE MAIN AND SANITARY SEWER THAT IS TO BE INSTALLED UNDER PAVING. IS TC BE COMPACTED IN 12' LIFTS MAXIMUM TO A 1pt L 4`1r' MINIMUM OF 95% MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS , O C1IEci{p I t h !"' ACCEPTABLE TO THE OWNER AND/OR ENGINEER. THE CONTRACTOR SHALL THE OWNER WITH COMPACTION TEST RESULTS AT 400' INTERVALS AT HIS PROVIDE EXPENSE LVE _� D PLUG �? BASED ON AAS14TO T-180 SPECIFICATIONS. VALVE 19. FORCE MATH SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR IF ,�-� - TO PRESSURE TESTING. 20. FORCE MAIN PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE HOURS IN DURATION AT AN ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) j' FL.•IMGE %AP 2 "(7Y�J AVERAGE PRESSURE OF 100 PSI, ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 SPECIFICATION AS FOLLOWS: v 1 1 t 1/ 2 L - �WHERE: L LEAKAGE ALLOWABLE .GPM) L i400 4 NUMBER OF JOINTS "I'L.EX COUPLING �) D - NOMINAL DIAMETER (INCHES )) 12 ;MIN) CONCRETE BASE AROUND EACH \ 7 0 F'vc.- � BE CLEANED OF ALL DEBRIS, GRIT AND P - AVERAGE PRESSURE (PSI, SUPPORT 250O PSI i MIN) -7�ti.St \\ F-ORC F MAIN L G 1 )• T WELL 21. GRAVITY SEWER AND MANHOLES SHALL HIGF+' v/A r E FZ ALARM i.. ?' ('ii t C) -J OTHER MATERIALS FOLLOWING COMPLETION OF THE SYSTEM. THE SYSTEM SHALL BE T STED BY THE CONTRACTOR AT HIS EXPENSE, IN THE PRESENCE OF THE PUs roc VATA C MA"R PUMP $TArON M iYd� R%IliNG (:AP.•ViTi' (;.P.%I F't AlIM _ PJKV SIM + DES (71) R . P. M. .34 50 _ 4ATY VPWATE H. P. H.P. S r ' F'E ) I'I"LAL ...�� i EI�f i.a P. �. , P o NIL%, R_�+ IN1:14, TIME. % _> ALARM SI(Kk, i IN EL.EV ELEV. "A" z _ IAlFulyT` PIPE. IAVT FLEW. ,,AL R.W CN ELEV. ELZ . . 000 (p .) ICY . "D" - o. Eo PLN6'S OFT' ELEVAT'IJM {IEV. "E" Pk, lot WE' WELT, AND VALVE BOX I. REINFORCING AREA OF 0.20 SQ. IN,/FT, FOR WALL SECTION, MIN. TO MEET OR EXCEED ASTM A 185. 2. ALL CEMENT TO BE TYPE It. 3. ALL CONCRETE FOR PRECAST WET WELL AND VALVE BOX TO BE MIN_ 3000 P.S.I. TO MEET OR EXCEED ASTM C 478. 4. CONCRETE WET WELL AND VALVE BOX TO HAVE A MIN. WALL THICKNESS OF 8' S. INSIDE OF WET WELL AND VALVE BOX SHALL BE COATED WiTH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUT:,IDE. (KOPPERS 300 OR EQUAL) 6. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAT PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 7. NO. 4 BARS 4* O.C. EACH WAY IN SLAB (TOV AND BOTTOM), 8. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED AS REQUIRED BY LRCDUS. 50 W 4, T VjA PpR PROt7 t_ v E ED 50 CON ENGINEER, FOR INFILTRATION. INFILTRATION SHALL NOT ECONTROL PANEL. TELEVISION TESTING FOR ALL GRAVITY XCE GROUNDED W%T'W SY8•'0 k tC/ ^MG ,' GALLONS/DAY/INCH DIAMETER/MILE. (SEE DETAIL THIS PAGE) GOPPERWELL) ROD ELECTRIC SERVICE Z' SCHEDULE. 8C SEWERS SHALL ALSO BE REQUIRED. CONTROL PANEL. MAIN DISCONNECT PVC_ CONDUITS - SEAL. INSIDE (SEE DETAIL THIS PAGE ELECTRIC METER CONTROL PANEL AND WET WELL 2' 0 At I,)MINUM PGa.S - �7 L L ED _,,',TN CON('RE I-E J 11.s?p .,�iLUM. COVEi'i rOAF `IZ. r 0JA_ 4!+64/'16ER W17H -_-�G x 48" ALUM I0CXIAIG �17'ets 45&.M I R,1 - - f i.�i"1 .� .SLUM /+UITGN COVER lieASi' f zocK • A' F ___-- 4"MA!_E KWIK -DISCONNECT • VA ,,EA "KAMLOC" COUPLER ST,AINLcSS STEEL iN7E':? 3 0 PLUG VALVE, M. J. r yC REEK REQUIRED)- _----. NPAT ELF-V. A • . /2 - }• IZ"HW I ? ii • _.____ __ 3" 'P PLUG VALVE, M. J . ELEV, d ELEV. C i&y. V MERCURY FLOAT SWITCHES WITH 0ABLE;S • EuEV• E _ ELXV. f ,: a ` (oa 1. D CONCRE'i'E wti-, 'Sr i.i WITH OATS F COAL TAR EPDXY INSIDE AND OUTSIDE. PRE _- CAST RISER SECTION6 ALL. PER ASTM C-47e 4000 PSI (MIN) SEAL. ALL. JOINTS WITH RAM NEK GROUT. lA S/91 RE\/tSEU PER FjQ,&,L._ fay- gl�ll i 5 5/�1 REvI5c1� >�.R Fz.o.t�. PESa•il1T- :_�.^� i.�F•�.�F_n-`'ram �)^•,;_'+F: ram, A / 1 l0Of t.t�"fi1K� • s . 'k \'`-____- 2• / PVC DRAIN TO WET WELL MERCURY FL.k-)AT SWITCHES WITH M 4000 PSI (MIN) (,031CRETE VALVE CHAMBER ON SUITABLE, WELL. • `' `� " COMPACTED BASE MATERIAL _ -6' �.00 \-- (2 i 2 C) LA. $04 4© ST,A//1/L-05S 7EEI- o/ems (2)2,N(JIA. 04ciC.µARGE PIPES (.STAINLESS STEEL) !.!• AIM CRUU"" BO'TT�JM OF Wil WELL PER PUMP �� -. MANUFAE'TURE€sc RECOMMENDATION • ALL MATERIAL AND WORKMANSMIR 304ALL COMFORM A"M `"` � }i/#AM►1A , TO T04E SPECIFICATIONS OF INDIAN RIVER COUNTY 4•ANC*00I MOLTS ` UTILITtES DEPARTMENT AND WILL !K SUBJECT TO II. PAO.i Iis CONSTRU(; i YET WELL. CHAMBER ON SUITABLE TNiIR INSPECTION AND ACCEPTANC9, �/►LAs;fll} UNDISTURBED WELL. COMPACTED BASE MATERIAL ALTERNATE t 1 PVC CONDUITS - SEAL INSIDE - - y- CONTROL PANEL AND WET WELL. 12" / (MIN) CONCRETE BASE AROUND EACH SUPPORT 2500 PST tMIN) ��iU aQ�' : ETE f.r'�...W_ CoN('RETE: CHAMBER SHALI BE USED FOR INSTALLATIONS T :)VER 1+.)' DEEP. '' CONCRETE: (' R FIBERGLASS ,_ HAMBERS MAY BE USED FOR INSTALLATIONS LESS THAN 10' DEEP. MJn�SEr�I Masteller & Moler PUMP Associates, Inc. CONSULTING ENGINEERS L_ AND PLANNERS DR:APP t_)FcT tFfC.� ETC) 7E31045 c) c r To.r C.FRVIr'F 2' F'V C. UR A I W ti i AL ! 1 17-1 I 2a - { 1 { 1 1 z-, ET if T C.� I 1� a i N SM PSI S'S2 I a, RE SE T 0 4 ' - - - _ y 'T I `-F:L1NT V IEw f _ T R P L d CiFiCA 1Oht FURN ISM AND INSTAL., ",ME NEMA 3R •'ONTROL PANEL WITH STAINLESS s'rEel. ENCLOSUREDEAL) FRONT INNER :POOR. STA140AND PANEL AND n E SHALL INCLUDE! PUMP BREAKERS PIMP STARTERS, OVERLOAD HEATER COILiS, OVERLOAD RESET BUTTONS, C'ONTROI. BREAKER, ROA SWITCHES, RUN PILOT LIGHTS, ALTERNATOR RELAY, 1:0 V CONV. 0UTL.ET, CONTROI,, 'TF:'RMLNALS, GROUND LUG. NEUTRAL BLOC K, THERMAL "VERLOAD) TERMINALS. ASS SEAL FAILURE RILLAYS WITH . 1116DICATOR LIGHTS.. CONTROL PANEL : HAIA. BE MANlIFA1'TU0F.D LOCALLY, Aides SMALL BE FULLY TTST81) PRIOR TO SHIPMENT - RONTROL PANEL. SHALL. ALSO INCLUDE THE FOLLOWING OPTIONS: • 4A!N BREAKER W/GEN. RECEPTACLE • ELAPSED TiME METERS • ALARM LIONT AND HORN/BELT. • PHASE MONITOR RELAY • LIGHTNING ARRiI.STOIR • 14 v FLOAT CONTROL ,--ALUM. COVER F04t , 01A. CNi►M'iER T t • s0 S-A#/Ct'1011 WILTS %-11, PAW 1,ii 9-PLACED (AL_TERNATE* 2 ) DUPLEX GUIDE RAIL. IN I` I BERG ASS BASIN NT1) DUPLEX GRINDER PUMPING STATION DETAILS PROPOSEDSEWAGE PUMP STATION AND FORCE MAIN for (07"'TFg� 10-1 P®9HTc� 0H00 ROM-11UT"U'l SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA M;e� >ik4� .. -. . .. �.....,�.,. _, � .. ...... ,� ..V..•'Y.iaY.:�.sho41 � 1?,>MFwM.'.xped ;'OVER ,''-/A!P 4 LOLX CC) TE ' AINE CHAMBER STABLE,,, -WEL.L MAT£R I A I t PVC DRAI to w' I TRAP TO WET WELL. (2} Y ,,DIA DISCHARGE PIPES -- C2 D1A SC 40 .ST "i4ss Ora L. ii°iPAts ! [a• a •. � 4' . e• - . .. .... r -► - to --+'{ ) � t RADWSMIEL D 1 I { L_ArLN- I 1 � 1 � ! I r i I I 4r i a 32 5' I ?AD LOCX i I 1 ! f� i I I ALAI4MI i i i WORN SIDE VIEw NCB ECR 1 ,I TR ' T R t f ! Pa ` 1 ! U i t � `tjrr !rr ! lj }} 1 E ,I f � es� CR1 CDR i 1 I Vre 94 Sri its I Im 69 f i t AT T R1 NIL 1R BACKPLA TE MTE: ALL. ELECTMCAL w'dW4, syt'll1Dt1R AND F1TTOW SMIII t K FL*NM4EO AM NOITALLIED tN S11l16T ACCs'>M "M wiTN THE, "NATIONAL ELECTRK COW: COORIACTON SHALL Pi 0WDE ELECTRW SCRVa TO PLC S`iltOM iroom Ex1aTmG SONRCE. ELECTWft Sid v" To M COOMM MO WITH 1ii M *rVI t CO. AND ELECTRIC nI? vm K#puElt. T WATER SE_wEFZ METER S?4AL.L_ BE COtJSTRL�TE..i1 I N AC_C_C,RQAiJLE W� 1. R.C_o. S T AtJL'�P.RDS R�oR -T'cl) of exist R.O.W. L-IN-IF_ _ 4O' I i E�IST NEW MAMwOLE OrFlt FXIST. 10AIATY SEWN - DIRECT Car WA rrnr) -, NOT CAN FLOW TO NE ATI011 1 i 7 RIW - .S# MV. T(TYP) . 'I i BULDW G 12 � {'ttPi EXIST 4'r 90' BEND C W/ OONG TFmsl BLOCK F•- I� `n✓ F 3ST1N0 GRANTY SEWER Tn BE ABANDON EXIST rat: av PVC FORCE 33•! MADI w; a w4. W" (TYP) a ) M � � ` x>tli�i71•M Ik rypMp ) 1 " \ E)OSN•BVRRD ELECTRIC TO BE LOCATED BY RESTon[ pr>Slima ROM --PAVED I r \ \ it* CONTAATUR aRM TO CONSTRUdTiON RF .Wammo c,wxALA t 70• -'Y + r/. IV i r y. I.74 can YAx r.»t EXIST 4Ev aRwADtA PIAr S?ARON y 5. �.l �� --- ►r __ A 1 ! G" %) 1•) EXIST' 4EM vAi "! Gl/AAIBEN i � �r s 'e I t E sxls-r. r'r PVC S4AV1T' SfwER Fj(1•,Sj,'4'i ea BEND 'r,/ CONC. TFtRUS7 BLOCK (TYP) E>aS1bIY BULaw Ex151'. )3►F 4'0 PVC FORCE ,JAIN W/ S WMI. C OYM (Typ) FX19Y4'.3' TEE w/ i� CONIC THFL,ST KOOK (TYR) CONC I RUST BL ' el-rervICAL LIVE ELECTR/GAL ©OX m A/OTE : REPAIR j.4EPLACE AA/r DAMAGE TO 61^1DER&R041tu4 /1?471&Ar/0,l/ SYSTEM AND ANY UNDERGROUND ✓r/L/TIES SUCA+ AS ELECTRICAL- wwr_H MAY 8F E/VCOLln/r_w)tED DC'al/vL Tv/5 COATS 7-Ruc r/ c AJ RECORD DRAWING PUMP STATION SH-E PLAN (SCALE:: i Ci`IECKED EHM (DATE 4/PO w C1 9,0/" 4 z-A SCALE As /RANTER) (� r SNf E T 0,F 1 _ + i�rvILIV E. M(JLLRF. PE �S 91 I1Wt: N 19014 _