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1100 Sandpiper Ln Reclaime water facility 2013 PlansRECLAIMED WATER FACILITY ��_ ��__� i UTILITY CONTACTS i ADDRESS_ r i CONTACT AND TiR.E CRY OF ATLANTIC BEACH 1200SANDPIPEREANE ' MR RICK CARPER, PE ENGINEERING AiLANTR: BELCH, F1.32233 RECLAIMED WATER FACILITY ��_ ��__� i UTILITY CONTACTS � ORGANIIAltON---��--- ADDRESS_ _ r�TELEPHONE NUMBER CONTACT AND TiR.E CRY OF ATLANTIC BEACH 1200SANDPIPEREANE ' MR RICK CARPER, PE ENGINEERING AiLANTR: BELCH, F1.32233 ()247383/ PUBLIC WORKS DIRECTOR lI CRY OF ATLANTIC BEACH 902 A.= LANE --T- i DONNA KALUZNIAK, ATLANTIC BEACH, FL. 32233 j (9N) �- `3+` UTtJTY DIRECTOR WATER AND SEWER UOFI�CATION CF�.Nf�ER i ONEI:AU SERVICE 'I (800) 432-4770 I v� FOR THE 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 904-247-5800 August 2 0 1 3 MAYOR: LOUIS "MIKE" BORNO COMMISSIONERS: MARK BECKENBACH JONATHAN DAUGHERTY MARIA MARK CAROLYN WOODS CITY MANAGER: MR. JIM HANSON CITY ^r -ATI A I�ITIr'` BEA( PROJECT LOCATION MAP _ REVISIONS BY DATE DESCRIPTION COlU�ys� UC 1 0 3 2U13 RX,.•��GENS''••., By: 5 ; SAT F' PREPARED BY: '°, #- P,•• O J. COLLINS ENGINEERING ASSOCIATES, INC �s •:•...„••••• �� 11516-3 SAN JOSE BLVD, C JACKSONVILLE, FL A`� 32223 S - DRAWING INDEX SHEET DWG NO. NO. DESCRIPTION 1 G-1 TITLE SHEET & LOCATION MAP 2 G-2 DRAWING INDEX 3 G-3 GENERAL NOTES, LEGENDS & ABBREV. 4 G-4 COAB STANDARD UTILITY NOTES 5 G-5 EXISTING SITE PLAN 6 C-1 STAKING PLAN 7 C-2 GRADING, SEEDING & SODDING DETAILS 8 C-3 RECLAIMED WATER DISTRIBUTION PIPE (1 OF 2) 9 C-4 RECLAIMED WATER DISTRIBUTION PIPE (2 OF 2) 10 C-5 PIPE DETAILS 11 C-6 PIPE DETAILS 12 C-7 EROSION & SEDIMENT CONTROL DETAILS 13 M-1 EXISTING YARD PIPING PLAN 14 M-2 PHASE 1 - OVERALL PLAN 15 M-3 PHASE 2 - OVERALL PLAN 16 M-4 PHASE 1 - PIPING PLAN & SECTIONS 17 M-5 PHASE 112 - PIPING PLAN & SECTIONS 18 M-6 PHASE '1 - TEMPORARY RECLAIMED WATER PUMP STATION 19 M-7 PHASE 1 - EXISTING CHEMICAL FEED FACILITY IMPROVEMENTS 20 M-8 PHASE 2 - SODIUM HYPO. BLDG -PLAN & SECTIONS 21 M-9 PHASE 2 - SODIUM HYPO. BLDG . BUILDING SECTIONS 22 M-10 PHASE 2 - SODIUM HYPO. BLDG -BUILDING SECTIONS 23 M-11 PHASE 2 - NaOCI FEED PLAN & SECTIONS 24 M-12 PHASE 2 - RECLAIMED WATER PUMP STATION BUILDING PLAN & SECTIONS 25 M-13 PHASE 2 - HYDRO -TANK PLAN & DETAILS 26 S -S0.1 GENERAL NOTES & SPECIFICATIONS 27 S -S1.1 FOUNDATION PLAN 28 S -S2.1 SECTIONS & DETAILS SHEET DWG NO. NO. DESCRIPTION 29 E-1 ELECTRICAL LEGEND AND SCHEDULES 30 E-2 CONDUIT AND CABLE SCHEDULE 31 E-3 SINGLE LINE DIAGRAM - MAIN SWITCHBOARD 32 E4 SINGLE LINE DIAGRAM - MCC3 33 E-5 SINGLE LINE DIAGRAM - MCC6 34 E-6 SINGLE LINE DIAGRAM - 240V MCC 35 E-7 CONTROL WIRING DIAGRAMS 36 E-8 CONTROL WIRING DIAGRAMS 37 E-9 SCADA SYSTEM BLOCK DIAGRAM 38 E-10 INSTRUMENTATION SCHEMATIC DIAGRAM 39 E-11 INSTRUMENTATION CONTROL PANEL - MIP 40 E-12 INSTRUMENTATION CONTROL PANEL - ICP4 41 E-13 INSTRUMENTATION CONTROL PANEL - ICP6 42 E-14 PHASE 1 - ELECTRICAL SITE PLAN 43 E-15 PHASE 1 - ELECTRICAL PLAN 44 E-16 PHASE 2 - ELECTRICAL SITE PLAN 45 E-17 PHASE 2 - ELECTRICAL PLAN 46 E-18 PHASE 2 - ELECTRICAL BUILDING 47 E-19 ELECTRICAL DETAILS 48 E-20 ELECTRICAL DETAILS NOTE: THE ELECTRICAL SHEETS 29-48 WILL BE SUBMITTED AS ADDENDUM NO. 1. '"• GIUNs '" L ........ ✓fi t, -v . F • JOHN E. COLLINS, A PE940085 N aItoi ai u WE c off= �N a "^ U � J U LL ry W W Q VrJ, W ly DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY GAA SHEET G-2 2 OF 48 SHEETS iJ i I i YI PROPOSED � i r � u � 1 1 i 1 I I T t ' I SANITARY SE ,,ER AND MANHOLE i I I i T C I f S t E k I I - -DS- - T. P. I l l { I � I I, I T NATER MAIN - -t}a-- - I l , I' I i w; I I I k FIT d f UNDERGROUND ELECTRIC j 1 I f l is E RETURN ACTIVATED SLUDGE I Nr h k FIRE HYDRANT i I { I o I 4 I ! i I' r I I THICKENED SLUDGE - -CL2- - I { T I GENERAL LEGEND EXISTING PROPOSED DESCRIPTION BLDG. - -SAN_O C.L. SANITARY SE ,,ER AND MANHOLE - -STS— CAST IRON PIPE STORM SEI';ER - -DS- - T. P. DIGESTED SLUDGE ECB ELECTRIC CONTROL BOX NATER MAIN - -t}a-- - �•N� 'VALVE —UGE — CLEAN OCT UNDERGROUND ELECTRIC --RAS.- - CONC, DIA, RETURN ACTIVATED SLUDGE --`:•AS— - FIRE HYDRANT A!_ASTE AcTi'VATED SLUDGE . - -TS- - FL THICKENED SLUDGE - -CL2- - ELECTRIC CHILCRINE SOLUTION - -SE- - — SE — SECONDARY EFFI_UF_NT - -RE- - — RE — REUSE EFFLUENT PIPE — R ; — — RV — REUSE MAIN TO DISTRIBUTION SYSTEM — OPE — _CPE — TO',K`N OF GRANGE PARK EFFLUENT — G - - — DR — DRAIN LINE -PS- - PRIMARY SLUDGE - --A'S- - MGP ACTIVATED SLUDGE - — - LIGHT POLE DITCH OR S:'ALE E O. H, L, DRAINAGE INLET -.....___.._— ,FETAL POST RICHT OF -:AY LINE — fi-- MfL. SUh CY BASELINE X _"' SANITARY MAN HOLE FENCE - -8- - IRA.NSF :ONTOIJR 12001 •..•.pu ELE ATICN t'dATER BUILDING/STRUCTURE 0 r ;', ':+TATER VALVESP CLEAN OUT 14. B. til HOSE BIBS Co. SQUARE DI. DUCTILE !RCN QV TO BE REMOVED VIII p .J - E _C -,J.. F@, <rk hd iANT t.• TEIMP_R. RY BENCHMARK ^.GALVANIZED Tt'E TELEPHONE QCINTROL BOX NE- ASPHALT FAV HENT �C`CJM,1fd--- ',E EXIS IN a 4OfAMUNICAS'ION ---�- TEL _—. FLANGED JOINT EXISTING TELEPHONE ----F,IN FM--- _, EXISTING FORCE IA.IN IIJ ,Uh+,...- ,01',0 LIGHT POLE EXISTING V..ATERMAIN RRG--- .FIN EXISTING IRRv 110N ----UNK_ PLATE EXISTING UNK11,10NIA ;OOP, POST ----- FM ----- PROPOSED F � CEMAIN R� F 170D PJ FIR . �L_ VALINE DIAMETER ::I=P AIR RF_LEr„_ VALVE ASSEMBLY 7 2,00 ELEVATION DRAINAGE INLET AT ER ,LVE 'U PROTECTED TREE TO BE RE.100 c D T}E_<--OP l•'. NON ARO Er TEa CREDIT TREES OR DEVELOPER PLANTED CONCRETE TOS CREDIT TREE. dTH BARRICADE ALUM TH'r,X 4 SU'•r` TEST HOLE '/NJJF.1BEF. AB -4-23 N.T,S SURVEY EIENCHLAARK SURVEY IRON PIPE TYPICAL FIBER OPTIC PULL COX 4 ----_ FO ---- FIBER OPTIC ,L-..�r; �'� . DIRECTIONAL DRILL PIT - APPP.OX GROUND 'ASA"ER LE:EL GENERAL NOTES t. ELE'V.ATICNS ARE BASED UPON TIAD83 DATUM. t ALL ELEVATIONS SL4G-NN ARE IN FEET ALL iAORK AFFECTING EXISTING STRUCTURES OR UTILITIES SHALL BE COORDINATED 'AOTH THE CANER PRIOR TO CONSTRGCPION. d, ALL CONSTRUCTION SHALL BE IN ACCORDANCE 'A,ITH THE PLANS/SPECIFICATIONS AND CITY OF ATLANTIC BEACH UTILITY STANDARDS 'THERE APPLICABLE ALL EXISTING UTILITIES HAVE BEEN SHO' -NN ON THE DRAINING FROM THE BEST AVAILABLE INFORMATION. THE O:�HER HAS PROVIDED (SUV) SUBSURFACE UTILITY VERIFICATION REPORTS SHOWING LOCATION OF EXISTING UTILITF_S. THE SUV LOCATIONS IDENTIFY POINTS AT ,-HICH THE UTILITIES HAVE BEEN LOCATED. THE EXISTING UTILITIES WERE EXTENDED BET:',EEN THESE POINTS TO PROVIDE A" GENERALIZED REPRESENTATION OF THE PIPE ROUTE, HOt4EVER, NO �RRANTEE IS MAGE THAT THE REPRESENTATION IS ACCURATE OR THAT ALL UTILITIES HAVE BEEN LOCATED AND CHARACTERIZED, IT SHALL BE THE COIJ RACTORS RESPONSIBILITY TO EXPLORE AND INVESTIGATE FAR ENOUGH IN ADVANCE OF PIPE INSTALLATION To PHYSICALLY LOCATE, 'VERIFY AND CHARACTERIZE ANY UTILITIES. ALLO'}1NG THE ABILITY TO MAKE IN -FIELD ,ADJUSTI,,tENTS TO AVOID CONFLICTS, THE COSTS FOR CONFLICT RESOLUTIONS SHALL BE THE RESPONSIBILITY OF OF THE CONTRACTOR THE OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE LOCATIONS OR GRADE OF THE EXISTING FACILITIES REPRESENTED ANY DAMAGE RESLLTIh,G TO THE EXISTING UTILITIES, EITHER. T ABO'vE OR BELC d GRADE FOR FAILURE TO PHYSICALLY LOCATE THE UTILITIES SHALL BE REPAIRED BY THE CONTRA=CTOR AT HIS EXPENSE h "ONTACT ALL UNDERGROUND UTILITIES REPRESENTATIVES AT LEAST 48 HOURS PRIOR To CONSTRUCTION. 7 CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN FAINI`-3UINA CLEARANCE SET:;EEH ALL NC 4 ; UTILITIES PER PLANS ANT'ANT'SPECS CONTRACTOR SHALL LIC RESPONSIBLE TO FURNISH INSTALL REQUIRED FITTINGS AND RESTRAINTS IN GIRDER TO ROUTE PIPES AROUND OTHER PIPES AND OBSTRUCTIONS 9 HORIZONTAL AND VERTICAL CONTROLS ARE SUBJECT TO ADjUST1,AENTS IN THE FIELD IF NECESSARY TO Ab`OIG UTILITY CONFI )CTS UPON APPROVAL FROM THE ENGINEER AT NO ADDITIONAL COST TO THE „�:NER. T. :HERE THE VERTICAL DIST^•.NCE BET` EEN :4TEk A JD SE ER MAIN rR �IIJ^ IS LESS THAN EIGHTEEN ;18,, INCHES, THE ONTRA T'`k ,.HAIL ENC 9 E THE SEJ=EAR MAIN IN CONCRETE FOR A DISTANCE OF TEN I110'. FE CT ON 807H $10E HICH MAY BE DISTURBED B1' CONSTRUCTION, AND TO A SIURF Acur,ATF HORIZONTAL OF THE CROSSING, 10. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, RFC) 'ERED IIS! THE STATE OF FLORIDA, TO REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DAMAGED DURING CONSTRUCTION AND Tf,) ESTABLISH ACCURATE HORIZONTAL AND VERTICAL '.ONTROL DURING THE r)N5TRJCTI^hl IF THF 11, ALL PIPE SHALL BE LAID .WITH A MINIf.'JM OF _o . DVER UNLESS OTHER- JSE NOTFIJ 12 PIPE JOINT DEFLECTION,'::HERE REQUIRED, SHALL NT EXCEED 80% OF THE MAXf4101 hE„r !F v D FOP THE S IZF AND TYPE OF r ,OINT � ITIC DU TIF RON FIEF RE FARCH ASSGI:I ATT N FOP DUCTILE IRC'rJ PTFE OR 8,3% OF THE }1 ,NUE (" I1kFR S RECOMMENDED MAXIMUM ,•ALLO N:`•BLt PIPE DEFLECTICF•I FOR P V O PIPE IF THE Pfrq MAINIUF .CTURe.Rd �URPL TCR 1\1 CS A ZERO(CJ) DEFLECTION FOR THEIR PIPE THE ' TRAi T R SHALL PF p� RESPONSIBLE TO PRQ ICE :ALL FITTINGS AND PFSITRAINTS E f EE TO OBTAIN THE LII RUT OR DEFLE"TIGN BEING Tf,EF)TIFIEC AT NO ADDITIONAL COST TO THF 0 NER. Il ALL f•AF HANV.L jOINT PIPE, FITTINGS '`ND 1.LLVES hHALL BE RESIRA,FIE[T `11TH PETAII'd ER. LAIN e,ri6r TYPE AND k.JIJt6E.ER S PEOUIRE , 11 VALVE UQXES FOR SURIED'VAL4ES ',,HILL HAVE CONCRETE RI! 0,17H ERASS TAGS INDI?-ATIN(: S ZE, Irl k IRVt OR :;V'; -& ufiC-,cRIPTICN ,R,; '.:M, ETC,'.' ANO NUMBER ,:F TURNS T',J Lr SE iOPLINL 1 IHE HALL FES14 F ALL CULVERT, AND STORM DRAIN I N IJLLIa � I r c < T � T -.d I F r H I P r' TI � OF E z TR F N THE RFt,O'.zC R RI>CUREEG BY THE ,I.J_ LT IDN E _ SHALL BE INCLuGED 111 THE P@I_E BI[ "=_,R rIlRNITHING ;.tID INSTALLING ANY NE;; ITEM t.A-INV SUCH DANT :,L. ?- Tch.3ROE+. f.TLr :TORE ALL t'.X .h S- E;,CA .IEA MATERIAL AT CIT ;A-NED PRF RT'Y LCAT U ADJACENT 10 THE IE.3TER LIFT STATION AT ',:•TIPS), ALL UNSUITABLE ATERT I ALL BE DISPVSEG 3F F%t' DAIELY BY THE C;Iv1RACTOR AND AT HIS EXPENSE, FINAL DISPOSAL F MISS DI CT SHALL BE THE RESPONSIBILITY OF THE CONTR C _'R AND AT HIS EXPENSE, 1/ CONTACT CITY jF ATLANTIC '"E:' H AT LEAST 45 HOURS PRIOR TO ANY •17'•VIT THAT ILL AFrFCT . ATCR & 'v.ASTDI-iATER TREATMENT OPERATCNJ; INCLUDING ]LAPPING Cr ANY F,1 INS. 18. THE CONTRACTOR SHALL PRO' ,•'ILE A FNA SLR4`EY AND AS-BUILTS OF ALL CHANGES MALE TO THE ORIGINAL ARA.1NGS THE SURVEY SHALL BE IN STATE PLANE C GRCINATE NAD83 FL EAST ZONE FET VERTICAL NAIX 3,8 FEES THE SURVEY AND S-B'ILTS SHALL BE STONED AND SEALED BY A LICENSEE FLORIDA SUR`.EtiOR OR PP.O'FCSIJNAL ENGINEER AND PROVIDED IN AN ELECTRONIC FORMAT `AUTOOA.D V.14 OR GREATER) TO THE CITY OF ATLANTIC BEACH. 1; CONTRACTOR TO COI<TPL'Y -:LTH CITY OF ATL''!NlIC BE CH SITE M.ANAOEIAENT ORDINANL:F, COCRCIN TE TH CITY OF ATLANTIC BEACH FOR ORDINANCE ABBREVIATIONS B. BARBED `,'IRE BFP BACK PLO''.: PREVENTER BLDG. BUILDING C.L. CHAIN LINK C.I.P. CAST IRON PIPE DRAINAGE MH DRAINAGE MANHOLE T. P. TOP OF PIPE ECB ELECTRIC CONTROL BOX C.r;.. CQK4PRESSED AIR UNE Et.4 ELECTRIC METER "0. CLEAN OCT F.F.E. FINISHED FLOOR ELEVATION CONC, DIA, CONCRETE DIAMETER FH FIRE HYDRANT E, P. EDGE OF ASPHALT PAVEMEEIT FL FLOOD LIGHT ELEC. ELECTRIC ri_P FIBER 'LASS LIGHT POLE EXIS T EXIS PING Gi-A CU'Y ANCHOR FFE FINISH FLOOR ELEVATION !NV, r INVERT G.P. 4" GUARD POST EIC. MAIL BOX G. I.N. GUY ,'IRE INV, INVERT MGP METAL GUY PUt.E L, P. LIGHT POLE MI -P MFT -L LIGHT POLE O. H, L, OVER HEAD LINE MR ,FETAL POST ?,P HOOD POWER POLE MfL. METAL SAN.AH SANITARY MAN HOLE MIA : h4vNITORIN ':ELL IRA.NSF TRANSFORMER RC:F REINFORCED CONCRETE PIPE • t'dATER ,. ':+TATER VALVESP STA'vD PIPE NO. NUMBER Co. SQUARE DI. DUCTILE !RCN QV SPRINKLER �.L%E VIII •A.ST IRGIv (GR.riY) TSM TEIMP_R. RY BENCHMARK ^.GALVANIZED STEEL POLY'VINYL CHLORIDE Tt'E TELEPHONE QCINTROL BOX P V.C., P J. MECHANICAL JOINT ',E ':IRE r. -ERIC FLG. FLANGED JOINT :+'I_ CROSS -.ATER ,,PIE CROSS _, STAINLESS STEEL. ;LF ,01',0 LIGHT POLE r - CENTER LINE .FIN ATER f3ETER PI PLATE ..P ;OOP, POST I+ F°. MANHOLE A R� F 170D PJ FIR . �L_ pi A, w ID DIAMETER ::I=P EL. ELEVATION '':V AT ER ,LVE U,Q. UNDERGROUND T}E_<--OP yr BANK CONT, CONCRETE TOS TOP OF SLOPE ALUM ALUMINUM N.T,S 140T TO SCALE TYP TYPICAL 4 .-ELDER ::IRE I A:'"IC E :: EACH V.,AY E. F. EACH FACE Cl, F, CHAIN LINK FENCE H,8 HOSE B BB F, E. FIRE EXTINGUIS HER fAPFROVE, EFF I -4ATER EFFLUENT k E �€ .. E A D r III.r.!, CONDITION' INJEC'l. INJECTION R AS RETURN ACTiVATLD SLLLGF rs,A, =IAS F tAOTIV• TEL, SLUDGE GAN. GENERATOR 01EM.;.HEEd CAL NPS,: UON OTAEALE. EFF, s1-tLUENr AOJ, AD JUST cluI.IN, CONNECT G, V. C3ATE VALVE GANTAkI Sp.ArER VANFr?LE P3.1 ME _HANI At .I I .f +' C r C F 1 L F ,. J � FL:.: tLENOF _.. C.3 'CITAF E4aK Pi r.11t S'YS _FTG. AGO AMOVE ,R..DE OPE.RATGR :, N:Cr,C'. PAC DETAIL & S CTION RFFEFCN= _ r w T __. F F �.AT""S SE: I _r NI. k NUt,1k3E:R INDICA-.TES CET�'al. - --� r L_ y i1 l SHEET NO ON " HI 1I DETAIL OR -' -SHEET NO ON %]ICH SECT TON IS TAKEN "+; INDICATES OR SECTION IS jr LOCATION ON MORE THAN ONE SHEET w 'i ,<lr.•• �\CENS •.• v , F :9 c No. 40()85 JOHN E. IFILE NO I N N .E C4 vq V) 4 C IS W ��= CO cods 0 to h N ti UQI.� N ) c+ U f'� li W � 1 3 S t 4 0 W Q �J V W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY GAA t G-3 F 48 SHEETS f . I7 GENERAL NOTES FOR WATER AND SEWER INSTALLATION i. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR DETERMINING HE EXACT LOCATION OF '.LL 'UTILITIES AND FOR (3i SEPARATION E-tfEN 'Yfi1ER MAINS 4m SANITARY OR STORM - -NEk FiANHnLE" N,MAGE TO EXISTING UTILITIES CAUSED BY Hic OPERATION. CALL UTILITY CO TACPc AND SU1,4SHINE STATE .... o ONE-CALL-ER`ICE(8C,0-4324;%J) 48 HOURS iJ ADVANCE Or ,kORK, (A.) NO A-A?ER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT st1TH, ANY PART OF . THE CONTRACTOR SHALL 'VISIT THE JOB SITE PRIOR TO BIDDING TO FAIN A ! HIMSELF rvTHJOBF:IT. r G LI R ZE P F SANITARY SE':VER MANHOLE. .ELF ..i, CONDITIONS. (8) ':'iA.TER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH OR COME INTO CONTACT VITH, ANY PART OF A STORM SEDER MANHOLE OR INLET STRUCTURE, NHERE IT is NOT TECHNICALLY 3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REOUIP.ED IN THE CITY OF' 'ATLANTIC BEACHFEASIBLE n -• , 'n W rA, S T COMPLY 4AdTH THIS REQUIREMENT 'I.E., ''::HERE THERE IS A .,R k4CN,f,!,. LLY SENSIBLE 0 L AND/OR JE SPECIFICATIONS PERTAINING TO THE JOB. CONFLICT IN THE ROUTING OF A YJATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING '•::r 4. ALL WATER AND SEWER :,�.,RK SHALL BE ,.S PER CITY OF ATLANTIC BEACH STAND, -.RDS '-�.I'!D SPECIFICATIONS OF THE -NATER IlAiN OR THE STORM SE'';JER IS NOT TECHNICALLY FEASIBLE OR IS POO? E=ONOIAICALLY UNLESS SHGPeN OTHER';':ISE. THE CITY OF ATLANTIC BEACH REFERENCES JEA. SPECIFICATIONS -MTH SENSIBLE), -: SPECIFIC PERMIT MUST BE OBTAINED FROM DEP PRIOR TO CONSTRUCTION OF ANY EXCEPTIONS AS SH0'`4N ON THE PLANS, OR IN THE NOTES EXCEPTION. t4 SEPARATION BET'•i;EEN FIRE HYDRANT DRAINS ,!-'.ND SANITARY OR STORM SEWERS, J":'.-STE,ti-'.TER OR _ UTILITY CONTRACTOR SHALL NOT COMMENCE WORK ':TITHOUT PRIOR N�:NICE TO THE CITY OF AILA.NTIC BE; =CH STGRhiFv;iTER FORCE h;!AdPJS, RECL=!F+OED NATER PIPELINES: AND CN -SITE SEYiPGE TREATMENT AND DISPOSAL PUBLIC WORKS DEFART!:JENT (24'-5834). T''ti0 DAYS NOTIFICATION IS REO-luiRED BEFORE ANY LINES ARE � c � OR `f•T'UNDERGROUND�, NAT ,,N SH'LL B LOCATED SO 7:. SYSTtf:1,. NEW �R Rr,LCCATED FIRE HYDRANTS v,T�l, DRAINS r+ E L _ _ CONNECTED TO THE EXISTING UTILITY SYSTEM, THE DRAINS ARE AT L,E:ASi THREE FEE? ER06J ANY EXISTING OR PROPOSED STORM SEWER. STORP,d':-:ATER -. ALL DATER TAINS SHALL HAVE A hIP!h1U.OF =C" COVER GRADE N UPP>'=ED =RF.+.S AND.3G" fi REGULATED ,Ek PART 111 OF CHAPTER 62-c1v FORCE IIIfJ, „.R PIPELINE E CONVEYING"_YIJ� kE„L,laEDYrw. LNED ,P , "FNI'S_HkG dlNlrA� COVER IN FdtEG AREAS, wtA7ER AND SE��.ER H�iVS ARE 1) -SIGNED T^ F!uI-�HEG GRADE ND SHALL F.A.C.' AI LEAST THREE FEET, AND PREFERABLY TEV FEET, FROM ANYEXISTING OR PROPOSED VACUUM BE PROTECTED FROM DAMAGE UNTIL ALL 1r1ORK IS COMPLETED P_ SANITARY ,E :ER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTINGOR PROPOSED GRA101Y JR PRESSURE TYPE SAN T%RY SEWER, ':7A,STEiS,~.TER FORCE MAIN, OR PIPELINE Oi•N+E`ING RECLAIMED HORIZONTAL AND'v1:RTiCAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555,314 (F.AC) L=OCATION OF Y:FTEft NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM PUBLIC'NATER SYSTEM MAINS: ANY EXISTING OR PROPOSED "ON SITE SEYJAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION r � , ... c �1) HORIZONTAL SEPARATION BE?4SEEN UNDER+GR'_+OND ::�T..R J:+ -TN': AND SANITARY OR STORM r, n c I.4E_F, nn^, EXCEPTIONS REQUIRE PRIOR APPRO' AL OF DEF AND 3., 0...,..,2T, F,,., ..h'D RULE _�_ .,,.,�: F.A.C.FA"'N E E SE.'PERS, .'ASTE:;,ATER OR STGPFi,tiATER FORCE MAINS, RECL .IHIEO r.ATER FIFfiLINL .MND ON-SFfE TIME CITY OF ATLANTIC BEACH. SU -NAGE TREATI;IENT AND DISPOSAL SYSTEMS, RELOCATED, ONCE u: UJG SHALL BI LAID 3 PEH rlL RESTRAIN IV IS :RE RECLINED EG NFFE: TrkLMAINS C FORCE ,Fa INS RE TERJI_PTEG1 ALL .ER��V" HORIZONTAL GISTAh PFi"+ :A I I!.S , �<rf r�hF 1E,H:N,_. c AS SHGYV IN JEA ✓Nc7RLTICII DET _ t.1AiN AND THE :UTSIDE OF ANY EXISTING OP PROPOSED 5TCRri SE EER, 57GRM,.VATER RESIRAIN!: TO BE MEUALUG TYPE, FORCE MAIN, OR PIPELINE CON,(EYH0 REI IHED Iv,1AiFR REGULATED UNDER PART ill OF UNSUITABLE MATERIAL` UNDER 'a9ATER AND SEER MIANS SHALL BE REMO:'FD AND REPLACED ?PITH SELECTED CHAPTER 62-615 F.A..C. BA.cOILL, PROPERLY COVP.MCTED TO OF MAXIMUM DENSITY, (B) Nu'' OR RELOCATED, UNDERGROUND 'aATCR MAINS. SHALL 81" Lr IC TO PROVIDE A 1C•, THF CONTRACTOR HALL COORDINATE THE 'WORK 0,11HIN THE CITY R GH fS OF ! " i;ITH THE PROPER AGENCIES HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFEF--ABLY TEN FEET, SEPAE£Pi FOR MAINTENANCE !h TR -EPIC AND METHOD OF CONSTRUCTION AND REPAIR THE OUTSIDE OF THE ''%'ATER MAIN AND THE OUTSIDE "F ANY EXISTING OR PRS r; f ✓. c aIIN. F _-D r CLASS 5:n ALL J``^UTAELE TER AND SE'++ -3E FORCE MAIDS 4 INCHES AND L R ER SHALL BE C-b`JC C'k 1B, c -aa 1_ , :ACU M TYPE SAPJIT,.RY SEt:ER. PIC :'R GLICTILE PON, CLASS 150, OR FETTER, UNLESS GTHEP.;JI„E LOOTED ON PLAN SHEET. C n Et tI+DtkvFGL nMT RMN� SH LL ILpTA Bl G FFLF , k 9r PVC COFORJIN ASTM C_n 40 fFDUCTILE ON _LA;� suPECRREIr ?LL F.7vE ER HIN� c 'LL8C H H R,ZI" T L DISTANCE ,F xTLEAST oIx � FREFERBL, TEN FEE' rEN i1E .FEET, .c.G �rN � h INL TLNI �I ar. �c REQUIRED,OR BE -TER OF THE AE T 1 P_ r . LL G GATE :ALt, SHALL 6E NON lSt.l^ STEP' TYPE AND SHALL BE SUITABLE FOR ^5` PI NON -S OCK tORKIN0J c PRF,SUR[ TYFSNNITA- aEs; k, ?.:.A"7 T'.T 4 FORCE Ma N, OFPIPELINE E IN RECLAIMED NrT k hN� F I.PT I! rF H1rRar�F', : .. +AE5 SHALL t.rY BRONZE Wr[ Lt[ ^ fErL:Er�n L ~E E N!CTL JI{T ^RfI.NFD ,MECHANICAL"". _U_ THE iVPIaJPTKL SEPARATION CI:rIE BTEEV =TER h:rv: AND 1 fIT D .L.E V It BE LL &H MUELLER, CN . F_R ' ED EQUAL. Lr GOXF I Hr r ,IPfiUJ ..i:. .R..Ty ,' TYPE SANITARY SE -,,ERS SHnil BE REDUCED TO THREE FEE' NERE THE BOTTOM 1F THE EXTENSIONS S,RAU rk OF CAST RiP Ci c hCTION, rr INCH HIJI4J:i WALL -HICKN . AND SHAL BE N„P , ' :UTSTD, 'ATE< HAIN IS LAIC, AT LEAST IX INCHES rB:rE THE TOP ,F THE E,"R .. T. riTSR ENAMEL,DATED THE s;ORD SHALL 3E COST IN THE COVER FOR ALVE5 (jN fE td?IP. ' . , ALU. J4TE \�'t F'> INSTALLED 5H;,LI_ UI'EhJ 8Y TURNING T�.0 THE LETT ;C IPlTER-CLSCk'.IoE) '.HEP, IE1i1G Ci NEE: OR RELOCATED UNDERGROUND ABATER MAINS SHALL BE' LAID TO PROdIDE n HORIZONTAL FROM THE TOP VA„'YTS ;HALL HAVE RESILIENT SEATS, DISTA.NI,E OF AT LEAST TEN FEET BET:'-EEN THE ::'UTSIC'E +','.F THE i?TER MA!ll ,,NO ALL. FFR75 OF ANY EXISTING OR PROPOSED 'ON-SITE IN 14. �,,,.r rrl , r Mrc cT' ( ^hl` I N `OST, TIC AND Lf .KA.i T£ TIN:, PG I U, E. CN F THE ATER L.!N_ IN "LLL) , rL_ BE ^r^ SE ,AGE TREATMENT AND DISPOSAL 3YSTEI4 AS DEFINED, Ptr?r(,RF!ED IPJ „{,RCwrL:L :I N r 7 NC: -.F ; PNC F +, ,H PIER S2-.555 kEF6FSEIJTAT! C OF 7H€ SE'_:1CONV381 0065 , F •, AND RUSE 34E--c,",'r2. F A...: P CITY 0^' .ATLAN Y" PL, fdH MU;T BE PRESENT DURING THE HYDROSTATIC AND LEAKAGE rE=:1, THE TE', IS TO (2; CERT CAL SEPARATION 8ET=,SEEN UINDER;,R U1JC :�+ FR Pd: INE A,,IND SANITARY JR STORI.- SE"vERS, BE CERTIFIED BY r R€FRF FN A IPJE OF THE DESIGN ENGINEER. ASTE-,:ATER OR STORMVV5TER FORCE MAINS : ND RECI_1JYEf :^'ATER PIPELINES: 15. FLUSHING AND CI INFFCTIHra OF ER MAINS TO 6E .C;!0RDINATEC :1TH C11Y OF ATI NFir f`EA.:H PUBLIC NET. OR RELOCATED, UNDERGROUND Vv-ATER VAINS CR IN, MAY E STiN OR UTILITIES DEPART"1EN7, c n Fk ,I R A v SANITARY >' f T ><Pt..�EC ,, 7 v .1UF TYPE , , T F E. STORM FR E C 1 LL BE SSSS -r T . t ,'R '%:R ^r n � f, r"7 F u C� IL r F R 1 H vJ B Tc'tY N. F% T : F FS.1EL B IEC L R r� DE P I, T T PREFERABLY I. .. L+" OUTSIDE ,E MAIN' I r THE F- H AT k l INCHES, Y lu '�.. IHE C..7 ID E ER 1 I 7 L IX IY,_H .h R I C CF tEP E, z INCHES; ac^R OR .T LEAST 12 INCHES BkL •INE 06TSI[ .- TtE ?TNER IFcLNE. ., i^. I JJ ,.E , F .! F r, -T R N Ns B GI hl L ,. ICV.. E fbTtR. AND ARRANGED E* .�PTt -r. T„k. „�_:CINCTE LL "..TH „Ifi INSPECTOR. HCI;,. VERL IT IS PREFERABLE TO LAY THE V,,YTER MPH R-0,1 THE OTHER PIPELINE. 17 N' NNS 'fI NT) EXI�(IV POTABLE !a F� ,`VATER SYSTEM "HALL Lt E ..LLQ...fiC UNTILi_L_ i,eOL.. rR - r I t -, I r` `: ++^R . TEL i r 5' NE*. v REL C E 'Nuck PO ND k i IN L E I R -Tru N EXISTING TIJU .R Sr r n r . "I r r Fa I T F F w T PJ E� 4N0 ,I__ TEL R ,C E E k .t. E f EG CI FE LINE", hi. t BEEN I E D. e r - ” c. A ku ,.ESS E E VI E. f E `•: TCI k! F F, -,R ? Pt' S TYPE R k Z R "T F 'E •-r r r - � r. ;; F.1AIN, TAR PIPELINE -,LL ., e c T u r c L r F;.ST ...IV.�1'RU�f<N ELE.I,I_PI IJ�PE., N =.tvD 5°%: GEFLE.:TICN fE_T ,N L DE PE::UIRE.L N =LL RGI"Y CCININ, lN., RECL.AIMED ,:ATER SH: BE t.,°dG SO THP_ 0 iSIDE :F THE r ` (;:• ^,F n TER MAIN 12 INCHES THE 0THER ^ . r :- n CONDITION n n E DATA, SUCH , _ SE `:Cti r• FULL f2EFi7!':7 ''.f10 TAPE OR �G AS 7., ...,�,JGITIt,fJ .,E THE PIPE >'ITH PERTINENT Da....,.,vH .' IS AT LEAST ABC4f .R BELOW THE OUTSIDE „F OUTSIDE r f^, r SERVICES. " =u;:J T ' 7r THE ENGINEER AN DISTANCE BE'.EEN MANHCLEa LOCATION OF LTC, SHALL BE SUBMITTED EL O E ENu EEk D P P ! O A A n PIPELINE. H ;:t,£„ T PREFERABLE 7 LAY THE sr:+TEfi H E :!: THE OTHER CITY C, T! , LI T-. v F ATL'N !L':H, "N DEFECTS ENCO N EREC SHALL BE REPLACED R.. RE°AIRED PRIOR TO AWL PIPELINE - PRIOR ^r 11 [ , -4 I,A A a I 'F T' t' 'F REINSPECTED CTED R, J [F h.,E ,-. F T t R SECT V. ST Et E E G F Hu_. ALL REPAIRED .D !, (t) tT THE UTILITY CRC:SINICS DESCRIBED IN PARAGRAPHS RAPH � PD'F�BVO,NcE FULLFNH G 14, SHOP 0R_AVAIkGS -IE I?EO_UIRE�D AND MUST BE APPROVED BY THE CITY BEFORE CONSTRUCTION ATER FiAIN PIPE SHALL BE CENTERED A BELTHE OTHER PIPELINE SO THE &TE4 !i�IN ITI4' JOINTS ILL BE AS n5 SSIBLE FROM THE OTHER rIpFEINE LTERN Y :T SU"N aINL_, 2D �N1'E„n ; �NDTEcT.SHALL BE COORDINATED INEJ7H THE rl7" HEPIPES SMALL 8E nRR-NGEC,. IHNI ALL -T R d IN JOIN'S �RE T LEAST THREE FEET FROIA JOINTS IN VACUUM TYPE SANITARY SE::ERS STORi aTOR•:.,TER FORCE h,=Na OR PIPELINES i .1SAGS, IV Ea,C 'HE CONTRACTOR ;H!LL SECURE iLt. hC,E,�tRt PERi.i d TO ,, a NuRILH7 F, ,,ALL CC'N='E'YIhJG RECLAIMED ViATER REGULATED !UNDER FART III Of +,HAPTEF 62-o1 r A C„ ;'TVD AT LEAST SIX FEET FROM ALL IN PRESSURE TYPE ,r• � A'.,!- 1I�FURBC 'REAS HALL BE SODDED AND MULCHED, OR SEEDED AS DIRECTED, AND AT ; MINIMUM aOINTS GRAVITY OR SANITARY SE%ERS EnSTEATER FORCE RESTORED TO PRECJNSTRU^TI:N CONDITION. `:PAINS. OR PIPELINES CCNlEYING RECLAIMED INNATER NOT RECULATED UNDER P RT ill Or CHAPTER 6L -A10. F.A.C. 23. EXISTING ASPHALT SHA.L-L BE SA'?? -CUT IN STRAIGHT LINES FCR ALL TRENCHES. ANY DAMAGE TO CISTREET TY PAVEMENT, CURB, OR OTHER MATERIAL SHALL BE REPAIRED A> DIRECTED 441),AFFPOVED BY THE DIRECTOR OF PUBLIC WORKS DENSITY TESTING MUST BE C' CRDDIN,iTED :"dTH THE PUBLIC T;CPKS INSPECTOR 24, THE C_')JTRACTOR SHALL FURNISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE PIPES AROUND OTHER PIPES OP OBSTRUCTIONS AS REQUIRED, 25. ALL EXISTING UTILITIES HA'vF BEEN SHOVIN CN THE PLANS FROM THE REST rt'.'AIL,ABLE INFOIrM.ATICIN. THE O'?IIEk SHALL NOT BE HELD RESPONSIBLE FOR IN. CCURAC!ES OR OMISSIONS IN THE LOCATIONS OR ' RAoi OF W'LI11ES OF THIS TYPE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR LCCJiON OF ALL U11ITIES IN CONSTRUCTION AREA. LOCATION SHALL. BE MADE IN ADVANCE OF CONSTRUCTION IN ORDER THAT CONFLICT'S MAY BE RESOL'`eEG. c r •:: . C F ",P Y 26. ALL PIPING :AP,RAPJGEF,dENL AND LQ,,:+I+UNI, AND LOCATIONS JF PIPING fv,1 ,HJw:N, SHALL B__ PRC ERL REFERENCED AND R'ECO'RDED ON THE RECORD 'AS -BUILT" DRa^PINGS. -, SPECIAL FAY LIMIT FOR ALL URI`,E`'+AAS. REF-JO':;r AND REPLACE GRI`1£ AY ANT, GUTTER TO EDGE -:,,F ASPHALT P.A".0iENT. REPLACE MIAhJl CURB AND GUTTER IN KIND. '3RADE TO DRAIN, ALL !'JE':J SANITARY SE'II-ER PIPE SCHEDULED TO REPLACE FxirJ!NG C<RA:ITY SANITARY SE ER SHALL BE ^,.^I " SLOPE INSTALLED AT EXISTING N NHOLE INVERT ELEVATION, AND AI III 04ORM „LOPE CR .Rr.DE BET:EEN IN`'tRTS GRACE ShC?1V ON PLANS MIAY BE ADJUSTED -'S AFPRO:'ED BY ENGINEER. ^PREP RE CUT SHEETS 9'ITH IIV`iERTS .NG LUI-K,cDGR-DE PER SPECS. 20 ;-!1 EXISTING '.::TER PIPE !NCII'DIN;3 SEFi'10ES SCHEDULED TO BE AB,Ni1.7NED SH 't BE .LiEH..':aD IF r'•.'IrNlly TRENCH OF NEW MAIN. OR +,ITHiN FRENCH Or NE:-KR,ICF, UNLESS .THERT'•ISE UIRE:'TED. IF ;AER 15 NEEDED FOR CONSTRUCTION .. ._AC„IIvITY, A. IN TRU CTI iP' !AETER .AND_ EFFdENTER W;�L FC OBTAINED , �A,;4,CITY r' L dTl+^ �trrH PUBLIC CLAe „,rN 3,. A'.LL FIRE H RANTS T) BE PAINTED YELLCA. OPEN LEFT- INST:A.LL BLUE HYCRUNT I-JARcER IN ADJACENT P ia': EMEN T, 32 I. `:R TER AND :t ER EF`.9rt NL 11AL LOCATIONS SHALL BE A*T`FQrRIAIELY MARKED ,"c FnLLJ . , . 1 .. , =ATER aER':ICE CN TOP OF •C IRB ,6 FROM EDGE OF PAVEMFNT IF NO CURB ,UTTER) SE'.FR SrK.IIt. N I,p . F CURB. FROM EGC•C _F P. ttIJEN' F NC, LR_ ,. m.TTER) A.t.E ON rP OF CURN 8040 EDGE CSP PrrEI-AENT IF NO CURB & GUTTER` 13, II I ti ! P„ '+t P F'iT R I Ea 5 I H. !E T n - '1! 4L F t PGL ,EP I:E E i. ED ALL L [R E 5.WILL BE EL .E E Fv, E TfP r�Pf SADDLES LE ITC rtiP STOPS r`1 SEi, MAIN. Ta. AATER METES BURLS fa BE DOIJIB.E r:=LL PLASTIC WITH TOUCH -READ LID AS AVAILABLE FROM .:LN STATE 1E1U,R & SUPPLY, !•:iF:NNvLe _`ERS f} Er Ps.jri pEX-HiNGEF, COVERS A,: ILA.Bi_E THROUt'-H FORTER SOCIATkO, 3b1 -5$u "IHSS,. 0- rR s,_R <LD MUST H? C NDIVIDU!_L CLEAPJCUT$ !;T THE FhOFER`Y LINE 3� MAIFJTFNANCE CF T R A FH r I As TO Fe sUBi-PTTEO T'"! CIT' ENCIIVLEh O GAYS PRI%R TT STA,R1 OF CON,3TRU,TION ^00RONA'.TE IN FHLD kITH CITY IIVSPECTCR. ALL fEk f YcR CiJNCTRIUCTIS•N BJU'`:T BE FERFORME!. 81 A FLORIDA LIuGNSCD ONOERGfV6rJl'JD UTILITY ' "SOTTO kIN -- LOC -I' TE -:JR N W L BE INSTALLED ON -LL PVC. LI A[,L' I I tP Al't,1IPI NG OL,eLR I.Ee _�kb THAN 7 ., I,HFC, AND L .HrLLkC r". TF O R .L , _kEC t .. I<II.. r.z r . !. F k r �, ,, F r - a ATLANTIC n F ' e ,7 t;I IY.. 1 1 I EXPENSE F I E I tLf I T e! H 1 f I R F l.. EIL T. JC I E tl E L I L f u C I L H f C C ON ( - I ! T T ( rc'. �Pl N - I 1 J k P N iNl FILES I T JI 4a>Id J MYLAR OR IN IJ d RLtJLIRcC E I rLl, E E T C t � C L h F M H .1Y,L 20,04 OR LE?t'rk Ucih ^6 , Irt,, ST. -.IE PLAN FLORIDA t-,Sf FF.. C901i 'VP. ) LRII L ALL L E E V i . a8 F N Ut1"TJ E cITvS7F HJ!r�L DES CHERrI IFrHrl AN trrR .r D Lc,Tu( f . I TE ii I l fp I T I ` f 7 1 J_ L�7vN. . T L IN x011 fi AHI a B 41 CC'NTRACTCR SH•LL IL,NDUCT TESTH+, TG DETERMINE IF P LYE1'HY EIDE RA.PPN OF CUCILE !ROH FITIIPJ .: 15 REQUIRED A; SPECIFIED IN n'? :r t:r, :PPA RESULTS, vilH CONTr'A;TCIR REv.4dHEND TILINS, ;;II I P[ PRO DED TO r ILIC T UTU I TIE, C -KC! R PRIOR TO BECI NNING CONSTRU.TON. I- 42 HSRIZ'1NT,�.L GIRECT!Oh CR LU4, ,HP,L', CPEFaT NS SHds4 BE IN COMPLIANCE _:I F{ 1, ;;.+TER AND a_ Cw sTANu. ADS 1. ANHAL "SECTION Y7C N �4N M I FOR ALL OTHER PROJECT NOTES, WEE PLAN :I•!EET_ :;R ;PE,IFI,,,,IIv"NS IF +'„hrLI.:TS , E IF.L.ili ♦GSFr�SPECIFICATIONS, SF.Nc C�r c •�•ii JOHN E. ]FILE NO ] N N N Ua N m O p ti to N U Q e N 7 0 a h a v c 1 J U - ^ LTL W !d. P •s• e SW U W r DATE AUGUST20" SCALE AS SHOWN DRAWNSY STS DESIGNEDBY GGA SHEET G-4 4 OF 48 SHEETS N N L� NN I•�U •GN c ami �LL W �y (�L� _d UQ� 7 � a J U Q LL w <, 0 w` Q J U w DATE AUGUST2013 SCALE AS SHOWN DRAWN BY ETS CESIGNED BY GAA SHEET G5 5 Of 48 SHEETS NO N M .cUa� M cJ o m M S � V � /L J U Q W 0 W Q J U W ry DATE AUSUST2013 SCALE AS SHOWN DRAWN BY FTS DESIGNED BY GAA SHEET C-1 6 OF 46 SHEETS NO N N c ayi�� W m�v U OXY 1 J U Q W H Q L) W< G Q J U W ry ATE AUGUST2013 )OM.E ASBHOWN )RAWN BY ETS )ESWNED BY GAA WEET GZ 7 OF 48 SHEETS NOTES: 1. MAINTAIN 42" MINIMUM COVER OVER NEW 12" RECLAIMED WATER PIPE 14 AT ALL PLACES IN FRANCIS STREET. 20 1 G 20 44 2. TRENCH WIDTH PAVING REPLACEMENT SHALL BE CASE X. AFTER TRENCH REPAIR IS COMPLETE, PERFORM FULL WIDTH MILL AND RESURFACE 'C'` t 1" MILL WITH 1 12" RESURFACE. (SEE DETAIL SHEET C-6) 3. PROVIDE LOCATE WIRE PER STANDARD DETAIL SHEET C -S. ri —1 r I ' R dE ✓I SIA. 30+85.24 ! `y 'I z I I 4.TP.T. C=RE:ir SM1rNEaxr uuYro E uuEr -"�I 1 STA. 30+96.91 w_..w II".; P>*e.0FOT STF•0+00.0 !n...a u iT5 l,T'\DF0T �A�1085 1�; vLUT.f. p'kwR FhiCR%JiU- NC "E:E ` ".. RP UNE vtt[ ' 6"'RnrER EINE. 'a- -" aCGM.RE*[PS �I tv` 182,644.4835 \''• �_�,`• +nn E,:ar " rr _ __ I _____� of ii,.<v-J+a'O.�_n� __ _ - .5 xsLr _' _ _ _ _ _ _ _ �_ aP9 _ _----- _ _ --- "A' _ T,4 ^ .tint ___..__ _ _ ___ _ __ j IE: s_a.e>?sss I E. 525.�57.-r004 i'SA'2iaE", 1� i r' "I-- _ +. __'__ -- __'__--a=ulitico ry-�'_,.:.0 - _- - .` i" (• -I \� � R - C_ �- ��- &,cP., - � �_- � . _ _---�_ _ �rtM1) - �, b5"GEEn BE,E MQNaMEhi _ _ _.,@ _zr 'rte- 9a6fNAtt� ,E, 1 5_ ; _ _ _ rTi AyP,1,x" g 1—__�-!�}�'Y 5Y•N'11Li _ __ _ _ _____ __ a" ---e- -- - -- r --_ '' _- fig- -_-y-�.Mw�_ '}.'a `-NEW re Tt'' NElA(-12°mN _ _ --�-- ";/-- - 3' MIN. SEPARATION ecnL»r z` Parreu xE I / s " r --3' MiN. SWARA'fION 9 P c °:.3 s _ FEe"pie,`s id (IYP.) oruY xniEa V _ -`'# Inu '-.-. STA. 15+35.5,1.70' RT.—/ -STA. 1D+85,19, 7.59' RT. —. �"'"_ - _. -.? g INSTALL ' coMiRCL cµi - ca INSTALL--` INSTALL INSTALL C:iN,r .w' "LF :" _ �+ (2) • 12" 45" BENDS . e PEE.. c:•P r„-- - �,,' Py'.. Esuc': s73LF•32" PVC Rw (1}12"x12" TEE 6 (1)•12"GV WI BOX 'n- OFFSET PIPE VIA ' rerxasa f '� �' =zaPsa.+r. (2) • GV W/ BOX & COVER &COVER E,;g, ys JOINT DEFLECTION L.. - 20LFi2" PVC PIPE +Lir]i crvraf c_ (1)•I2"CAP nr-aa r -f. Tx I r'`I `s-3'MIN, SEPARATION (TYP,) MATrCHLINE - STA. 30+00.00 - 20' ALLEY - -_ I tt xv I SC.ALF: t" I I I I I 1 �I t I / INSTALL (1) • 12 45BEND I i� -.- INSTALL� 'P GT �T 1 -+ ti R 414LF•12"PVC RW" z xa m su� E i �T`�"`T_' Al: G 4s1 1 1 �� ///111 ] M� � � •,.".""v. rt :.f a_�Y<.St,..1... _ �__._.� ~ _ � �� I ul`„`. - STA. 34+34,91 STA. 34+53.28 STA 33+4 i P r 4.33' R7. 22.31' RT ___�___-__,� ,� - _ _ V. '1'rMf v,rE � 1"R �, B-"t`"u'""-..•.•;'e_ -r ]? i"�'_'_�-_�_�__._ __ ____ .•5'S--^--. _•..-.. ..__._..3F .�.-..._ `t6i'+ti�- '=1.•-h' x ...C'e_� '"`"°' �.k fy�^./` '"� L.:x"• ...�"TIu:EM..,,_5°fxtu, ., / ,i_ '- -7, _" - - z.e..a`.® _ r,;•-�`, , �.a ../.._. �'IRi> FaEN oxtr N� CO/ CNE µ!•ms` -'.r 1 --INSTAL. INSTALL----"'-'- �_. /, v} Hrx tt, �!\`\ .••••..•.••`�/�1A (4) • 12” 45• BENDS (2) • 12" S. BENDS %1 ✓b \v C E ,Y A I V TO PASS MEATH EXIST. ""�• ,>J� �1 S •� v i` e`q>r 4E B" SAN, SEWER + `+; L �€ No _ _ _ ._ ...- _ _ _ _ _ _ - - WWIP FENCE LINE � � '~:4++xE = � • _ SEE M•3 NEW YARD PIPING PLAN FOR '- - - -E•'� -" " - 5'" Y CONTINUATION OF NEW 12• RECLAIMED WATER PBPE— - yl..-.._k]c — _ tDI,,RIBLTION JOHRECLAIMED WATER PIPE SHEET 1 2 eJ STA. 31+39.14 OFFSET PIPE VIAS' STA, 31+7.97 LT.`s OEJOIN DEFLECTION u "' 11364 STA 32+1591 NSW 12" NEW W aaxL"_ 0 ER tN- lj C F !S t �v (Iii^ 22.5" BENDS MALI */ • 12" 22,5° BEND 7 : I (1) 4tl� IFILE NO I cli n cli Civ ? N M C J �NyO o rn C • LL 111 Ry c m co �{ � coN QN 47 J U Q UN 0. uj Q II 1 WS 1 Q J u W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY OAA SHEET CA 8 OF 48 SHEETS 26 I V� �4 SC y.LE: r„ STA. 18+730D, 3.11'LT. INSTALL (1) -12" GV wl BOX J.I & COVER MAINTAIN A Y HORR. CLEARANCE INSTALL BETWEEN DXIST. 6" PDT. WATER & I INSTALL INSTALL r INSTALL------�; ,(4)-22'45- BENDS n (2) -12" 45° BENDS NEW 12" PVC RW (4) - Ir 45° BENDS x ,eT w r (4) -12" 45' BENDS t\ �� TO PASS BENEATH EXIST.` TO PASS BENEATH TO PASS BENEATH FXIST. '•. \ ``\ 'l 6" POT. WATER �, r SAN. SEWER -c 1. 6" POT. WATER ,,...em PxE. Y EXIST. 15' HDPE STORM - (DEPTH r a y 1 UNKNOWN) :Y"Y. JL P:,LE t rval`u 4hC 6RE 1 .V wnx L:NV °�a •„M .:ur `'• {S t' 1 , 6'4aiER LMC L6 LILY>:�:a EF ttE •J PEa °rdicc r \ • �•. , PEa Purls �„ ° _ 'xl Y. 'vt , ,cF a L xs'� _--'47 p �. ��.. 7 i 'r____--•-,,. �'� _.�- _ \ ,` S _ �} C°} -- ''j.--r--1}.�Y�i— \\`�� °•cxc4E -1— _--4�- /"� .> �x _._.._.-. 's4Y��s:.�..�..�.._'s....'_.._ �A ''-, —T. — _—,•- _'�._ —1 -�^ _- n.a_ .°.._om__ _—._' _-_'— ' P.=rt .Y_w..LE_,hw':.aE,E s-ttTanJSLF 1�,.r'. .E_n.'� g'y _—_-.l-.0_...�.____...e'rr.,E� c �'A1 Cil s - -.r,T .. _ :..^�_ ^_--._a^-'i'3'4%..��.-_ _ _ f��Ii -"�� .=- F'2MY�f /9`_{'�.�l,�l�1•`,,- V cx',{+ I ..s. et :SiTvw-Ae1.'.11_18Iy-I."+._7`-1.:_7_1—'_ __-L_}'a, .Y_ ._.-y.-\"Yr-.`xY' L''/—`�r;.c...n.a_.f�E rirsrn_r:n__�iii.v-,r� '•D. a°::� F�E3�R•s_P, t.'vxs•�- _e, E 1/�V j NEW _NEW �_1.2-.'r"R-•£'W c _. ' �.•-`-_�� i o,jl ai---. --" L_L " • _ _\ 16 S—_. NEW r57 12 "R y 1TE fwu_ _._ ,T <en E a,L.nL" c7' = 3' MIN SEPARATION_�-- ..,x.yV r ) "F c ' . _.._ _ ..... .L._.u�+y m'ornEVE" _.I .ti - _ - - ._ > f 'I _a -_ _..L_ oa ,f-.ar�� _ _ -. --+- - I --"--Fi-f-�� .� .-____—moi `a, / P•r .. � n _ a '� _ G— u b / xVacL PaxV c' :nHcsu : vxEcco i' z Is.. c uE . 65.54 STASB+ R° —T!- M a ca,racVE ;oEr.LK ?" iY:, s,. Y A h5 P E _ S.S4' RT. , F . EL.i� :•, i I. IW ) ;• STOR. DRAINL - (4) - Ir 45° BENDS DEPTH UNKNOWN) I TO PASS BENEATH EXIST. ( I j 15" STORM SEWER I _, i6" STORM SEWER •a a & V POT. WATER : t , _. 7p 01 Y i SNA. 24+47,53, 1,95 IT, (1) • 12' CRASS MAINTAIN A S' HORIZ. CLEARANCE INSTALL -..-._,.,..0.T-- L- �r`.s- ,.4-+-`ZL � ' /I (2) -12" GY W/ BOX &COVER BETWEEN EXIST. 6" POT. WATER & (4) -12" 45' BENDS TO'��'\ \` ' V �` (1)-14LF-12" PVC PIPE (W) _ T - \ 1 4LF12"PJC PIPE (N) NEW 12 PVC RW PASS BENEATH (3) EXIST. r, % () - r r,r .fi7.� \ i 2 12"CAPSTA 2d+_ J r SAN, SEWER LINES f 1 O - Ear�v z b s n (1) - 12" PLUG_ N' 2 1 4 C 3 3197 I i' a e j•v..{ y VE L. s a.w¢fr 1 12"X ISOxACOVER .........-,!'a... ..,..L.... ..E E(I) -r 45 SEND + ,,� - v .;4- . a" a E -a- -N- _. r .�- ,,,�/.+,- _ (1) • 17LF-8' PVC PIPE () j 4� W INSTALL 5.00, 3.41'LT.- (='.Al.'x"'""'='e, (i1))-T12"GV WI BOX ,VG &COVER c s.saeccs",svx L:.wV m L z eL, n.I I� (REUSE IUJM) \ `. IC PF• .. h. a i1 n I (FILE NO CD M t � J U J �Esv (n Q .' C Qi Z z AT ALL PLACES IN FRANCIS STREET, Lu 1T3 d s y s OQ�i� N LL `W 3. PROVIDE LOCATE WIRE PER STANDARD DETAILSHEET C -S. eta � tai c 4. PRIOR TO FINAL PAVING FOR REUSE PIPE, COORDINATE WITH GOLF LOUSE CONTRACTOR THAT ALL NEW UTILITIES WITHIN FRANCIS ROAD OR DUTTON ISLAND ROAD ARE INSTALLED. L) J U �Esv Q 1. MAINTAIN 42" MINIMUM COVER OVER NEW 12" RECLAIMED WATER PIPE o 40 LL AT ALL PLACES IN FRANCIS STREET, 2, TRENCH WIDTH PAVING REPLACEMENT SHALL BE CASE X, AFTER TRENCH "ALE: V _ y A/ REPAIR IS COMPLETE, PERFORM FULL WIDTH MILL AND RESURFACE 1" MILL WITH 1 Z," RESURFACE. (SEE DETAIL SHEET C-6) LL `W 3. PROVIDE LOCATE WIRE PER STANDARD DETAILSHEET C -S. 4. PRIOR TO FINAL PAVING FOR REUSE PIPE, COORDINATE WITH GOLF LOUSE CONTRACTOR THAT ALL NEW UTILITIES WITHIN FRANCIS ROAD OR DUTTON ISLAND ROAD ARE INSTALLED. L) n cou z�k �i . No.40085 W • • 1 L • 7C • :L Q, DATE AUGUST2013 SCALE A8 SHOWN • • �[-Va0 • V♦�♦ DRAWN BY ETS ••.••.• r DESIGNED BY GAA RECLAIMED DISTRIBUTION PIPE SHMT C4 SHEET 2 OF 2 s OF 48 SHEETS c^ PVC PIPE RESTRAINT JOINT SCHEDULE r --111171 NOMINAU HORIZONTAL SENDS VERTICALOFFSETS VALVES REDUCERS j TEES NOTE 511 PIPE 90` 45' 225 11.25 45' BENDS OR SIZE BENDS BENGS BENDS BENDS (SEE NOTE 4) DEAD -ENDS SIZE I_ RUN BRANCH L (IN.) LiFT.I L.';FT„ L!FT.j L(FT LU(FT,) b(FT„ (FT. T SIZE SIZE I�II �F�. 4 -1 20 --- 8a 20 3 50 £X.4 35 -4.4.. 846 35 eX4 '05 6' 6" 4'< LESS 101 6 28 1G _ 5 2E4 70yyy 8 36 141 B 3 36 5 90 10X8 35 8" 6' 6"< LESS IF -0. tU 4) 18 4 45 10 70X6 65 12X10 35 10" 10° 49 8 120 12 9.0 20 9 4 52 .2X9 65 �" LESS 14 F O. 14 56 23 — ,D =. £C -- S 40 1eX12 65 �o'< 1£03 2E ii 6 67 '.0 1660 16X0 95 x'12 12• 65 2DX18 35 0' 8s < = 15 o. 18 6a J ze 12 a is 12 190 2OX16 65 20X12 120 v 32 it 7 8u 13 105 16" 16 100i 4 'C''< 76 33 15 7 61 14 200 24X20 65 — 12• LESS 4.i F.0 — 201.19 95 30 B 36 18 a 97 16 235 �D' E. t30 87 36 100 , 40 ( 20 1 10 110 0 270 24X16 120 ---- 30X24 80 4; 115 49 23 11 125 24 300 31;X20 ISO I2"< LES" F,0 ?8 725 52 25 12 140 SO 340 I 36X30 90 24" za" 20" 130 EO 36X.24 150 1 42X3£ ars 42X36 1eo1�� _„ 1„< LEss 40 F.:,I PVC PIPE RESTR!'.INT NOTES 49X42 — 3u 30” aa� 49X3£ 150 2°` 80 I) THIS SCHEDULE SHALL BE UTILIZED ON ALL TER, SELNER FORCE 2C" 5U I MAIN OF RECLAIMED 'KATFR SYSTEMS.ALL FIT7NGS SHA L BF 6' < LESS F.O. RESTRAINED T. LENGHT9 NEIL TED , THE .b,+•C SCH DOLE, AT A Ni NIFaLM, _ 2) ASSUMPTIONS: PVC PIPE, SAFE\• FACTOR. 1,5, TEST PRESSURE -I EOPSI. 30° 12ir SOIi-I,P ON SIA, TRU-ICH TYPE 3, DEPTH OF COVER -30 INCHES FOR 2CI` 24" 50 NO SMALLER PIPE SIZE, OR 36 INCHES FOR 24 AND LARGER PIPE SIZE R•0 <LE;= F �. : POND- AND VALVES EHAIL FE RESTRAIN G WEA .H filrE OF FIT*ING. lz 42• n I??� 41 VERTICAL 4FSET5' ARE APJ'R` X, 3 FELT COVER CI'J TOP AND ANPF�7X. d r T 0 R ON C TT w PER THE ET'IL LU 15 THE RESTRAINED LEN- N FOR THE UPPEP T P LE.EL L 1 TWE RESTRAIIVEO LEN IH 4 <�E?S 9a , ' F 3 FOR 'HE L.'..ER FDECPERI L 'EL. a5.,_ME 45 DEGREE SENDS. 4t' 43 L iApl 5) t ES TCT L El H BET TEN FIRST ,+CENTS OR RESTRAINED LE J TH ON 0• 3' EITHERSIFE F EE :RUN 5HALL BE A TOTAL DISTANCE OF z' FEET (LIN). SEC SCHEDULE ABOVE FOR ESTRt. NT LENGTH ON TEE BRANCH LINE, HOPE TO PVC TRANSITIONS THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT RAIN), 7) THE INSIALL=-ION OF BELL HARNESS RESTRAINTS AT PVC JOINTS 'DR -15 s.;25 PIRG SHALL BE COMPLETEDPER THE MANUFACTURERS RECOfAhiENOATION RHICK !N:LLIDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS. THERE NUTS SHULILD ONLY BE SNUG TIGHT. THE HONE HARKS ON THE "IPF $11OULD -0,AY5 sx lv S*LE ONLY THE REST FAINT IS INSTALLED. OVERHOAII140 THE :1001NT MAY CGUSE A FAILURE ;A1' THE BELL RESULTING IN A SERVICE OUTAGE, N ----------------- M* , HORIZONTAL BEND o ANGLE OF a CHANGE i EAD END MT CC. v17"rs SECTION ONTYPICAL PROFILE 1 TrwP►L rlcvrlN� ,�w', �� .2 ;.: <,, me ,N l a r+ ENR ry , �iivs :�,�..;✓.?%. TLE Y Ya v1� x EVE iuec tr l Fes ui tev UPPER BEND ANGLE ^F 4v9 ,6.,L MECHANICAL JOINT SLEEVES D RECTION —� N\ -EEUF M N RUN `� �u^04 N\ —J cn N Flo * \. LOWER BEND� REDUCER N' .VEI RF „E F•_o. RE' ' FEl ay�i J Rocs m a J _ ;;"=�'" H=6Foos y °� o r,ir r vacs 1 ._1a" u s Rens W v CLL, ANGLE OF 45? L!•-, nx`-as'1d3'n - ,c aoce 6 DIPS CT!CIJ E_._. 0 C N °N""`E VERTICAL OFFSET PROFILE 0 to TEE_-.._-_� !�_ _.1,. ____�._ SSSS—_ L.. __.� .� �'•,�:� °F _E 1 DEAD END THRUST COLLAR ANCHOR 5 PER Y t.l 6LoC1' JE`.IL SxEET R_S SUNt.EF-t t"WEU VALVE IRE:T "'ort NPi tl. R•_uEP.'aR:E. rela',Ty,� 1TOTAL LENGTH RETS'=LEN FI^nS7 JOINTS 4R RESTRAINED LENGTH ON EITHER GIDE OF TEF. {RUN; SHELL BE A T',tiTAt DI§7ANCE OF 30 FEET ;kIIN.;. i. PAY I7EIA DEV `TES a RESTRAINT ":MICH IS PA 10 FOR ON A PER EACH BASIC, _ F'Ar ITEM ".• DENQIES A RESTRAINT-;+1HICH IS INCLUDED IN THE UNIT PRICE (NIL) FOR FITTIN„ OR \JAL'I'E, L c rE IRE BOX` ! L�T�LL <1 '1eT�en uTLIZIN GD L r"ER PETER �y- iNN LCT .'IRES 1 L TIN- E CC N Ail r IN I ITHER THE NF .0 E E"J -.h CL 1 P ,1'I N N AL1L V CTILE R T._E'HBR >'ITM Itl P PVCLPkE$SVR,E MAN "fE IAF -HALL AL'O :E INST<IrI, ON ALL (MCPEI POLY MAIN Rc NUT 1 'SEE NOTE " cIP IN t r Tr ti F yl rJ Ip u 1 IRLL} s5) SM RL.AHNC- IPE TO PVC 14 D F, AICD MAIN €' UOF APh AP IP T: PE PLASTIC TIE TRAP- -.F FD AT MAXIM M N .TAN E CH 1 AND T EA H ICE OF Cr LL .ANT OR rITTINO,I!� -3. THE ENTIRE Ura hTIN Iwr SHALL OL 2JE'J T D -n Tf fINC i,'= LF EPf,11 vE IT [lid$IbJTY EM€NTE fN T Li EF LND171? MICUIENT AKVi,TIHTIN4 H .4. HE 4.(IM. 1E PRITl HF Fla FIC IT 6F ?0'.IENU, -_ ,tea'" x UNLG 5 aFFR.'•JFL Hh R..rE POWINER.. A" 6 LAF•wEi- 1 ) A 1fTEFt A;:% ( IF FIRANCH FORE MAIN A Ld ATIN(, .IRE SHALL TF Ff 11NA NHIN �N Af TPE VALVE '�N -.1 TH & J L -- F NO VALVE ) AT 47® NTERi.AL> ,IRE LONNPCTI aJ:s C'FL� ' R3UND OI)T..ICE OF a FOX) HA SEE PLATE 5;- 49 AVOIDED, i LOCATE I I NCA UTILIZING 'i S LC ATIF �;IRk' SHALL BE 'v GAUGE, XINGL -T AND, ,F RATE_ 'DPI T EUFIAL) .,PEEP •;IRE it H 0 YALE ,,,,X ../s .,E SCE PLATE `N,,," ��'/// LOL rirtl. Iry"s4L YI rd 'dhnH �E 7HFP :RITE H tE L. = L FUS H ; INSTaL�ATIO •J5, THE L�,�,arE �.;!FE S_agp P 9' SHLL E •P ER GED STM AS FE=II IJ SFE-. -C + . ■ c, G. Pul `.A1ES 'NAT THE ' !P kRC CNNECTf.E TUGF,TMER, D'_CTAPF. OR ZIPPER 7� IJ.'I•�AT( A .IP,:E PT:. I- (2' LONG) TYPE PI 'T.0 NES-__ i ,i;N L' u? SHAI.I E` CPR�ED IN THE CONCRETE CURB -,ND PAINTER AT I+ICL LOCATE ='.IRE BC%ES. LOCATE IRE ROX UTILIZING '•/AC+E .jATER MAIN BOX ,,,.LVE —. S.E PLATE 5-490 LOCATE WiRE CONSTRUCTION FOR PIPELINES LOCATE °;IRE SHALL TERNAINATEIN LOCATE '.',IRE BOX -- DEAD END PLUC:•CED "•--"� U U- ��. T G tWEF IT I ! w "`�' S A ES8 -SEE' NtlTC 'I} LLF-Tal^AL IrF N_*. PrOlvicit G PIO, TAIL LL r J`T T,'.PC OR LI. R h 11 r-" " f E E1aIiJ 1 F'c PL. TC F TP,'F'B,/ LOCATE WIRE BOX UTILWNO VALVE SOX Q INSTILL C^.-PDLYMEF .EER BOX, 'ITH Llr')" CSTI IRON LID (PAINT TOP F .. ` LID; "POSITION BOX F F LLFL �J•7H"Frr+�tV7 W PPOVICE 3 THICK--/ ITN Cac'[RSAL mpi Not. :,Rt,EL BOTTOM i FR If•F 1s" LONG , CCAIL P, -C BSER PIPE-- n _LOCATING RE , 1111rINy� rleT TAP' QR ZIPPER j IN FIVE) ��1� �O� TYPE PL.P.STIC TIE STP, PS7 // i,--FCRCF• M' (� '�p J LOCATE WIRE BOX UTILIZZVG MET Bpm ui —rr: X085 140.165: 1. LOCATE tidIRF SHALL ENTER THE VALVE BOF7,*A"•.�J a, "`r • 1 _ __IT IN THE C PVC RISER PIPE • 7C • ,�•• ; DATE AUGUST 2013 :� • • �• SEALS AS BROWN ��iy `• © �•� `�` DRAWN BY ETB JOHN E. COLL �� ```�O DESIGNED BY OAA 1/IIIIMII SHEET C-5 PIPE DETAILS 10 Of 43 SHEETS i PAINT COVER AND INSIDE OF BOX FUR COMPACTED EARTH (TYF, NAME BOX & COVER (TYR) —� PROVIDE PURPLE PAINT TO THE INSIDE OF THE TOP SECTION OF THE BOX (NOTE 5) c" PVC RISER PIPE ---_.-'—\ ;LENGTH .AS REOUIRED) PROVIDE "V' CUT IN TOP OF o' RISER PIPE FOR LOCATE "+IRE ACCESS INTO VALE BOX. APPLY GROUT TO FILL ANNULAR SPACE BETWEEN VAUF BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE P!:D 4` THICK (SEE SPEC) 5i:T ON COMIPACTED EARTH, (SEE NOTE 6) ..'vE BOX ADJUSTMENT ;SEE NOTE 5. FINISHED GRADE PLASTIC DE6RIS SHIELD REQUIRED ON I j -'CaTE-V6,LVE k/ 2" OPERATING ALL VALVES 12AND SN1 LEI.. Ni (114,07C 4) ;NOTE u) PPF `," LOCATING :IRE RESTR-INED HECH.;N!G,L JOINT 'I 'P) _NGISTUR6E'v E:RTH r? C -F p -7 .. -.TONE ,REOVIRc.D "4'R VALVES ZU' 'hr LARGER. 107E NOTES: i. FOR UNrA`ED CATIONS. A PRECAST CONC''RETE `SALVE PAD SHALL BE FROVIDED AIJO INSTALLED FLUSH S,0TH CRAOF, C-ONGRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE NOADW4Y, UNLESS SHO' ,'N OR NOT`C: C'THCR';N'I E. 2, LOCATING TIRE IS REC'UIRED ON ALL PRESSURE PIPING 3. 9 V CUT SHALL BE CARVED IN THE_ CURBClJ-.CCTJ -JA ENT T AIL BELO <rE 4 L ES THE -. L!T IF f0, EE P INTEDPURPLE. i IH -A Er AREINSTALL VALVE AT a DEPTH TV LLO A 12" WIN. C!'.TANCE BETWEEN THE AIVE :ER PLATE +.IID THE TOP OF THE VALVE 0Jf ATING JIIT. OUTSIDE OF P, .EC AREA „R. -SS,• INSTALL VALVE AT DEPTH TO ALUDV A c MINIUUMI MINIMUMDISTANCE EET:.EEN THE VALE COVER AND THE 1 -OP OF THE VALVE KERATIN+" NUT .)RFK IILJG flU7 TPki EXTENSION SHALL B FPCa!DED ( HERE nFPI ICp.BI.E, SO THAT THE OFERATM NUT 'IL I_ UR NO MO4E THAI 24 INCHES KLCi FINISHED ._RADE FOR. CC.NSTRI_CTI„N, THE VAPYE L.DX ,HALL BE ADJUSTED TO IAIGPANCE TO AL.LJ•: F.^R FUTU11W 8ON', ADJUNTM€:NTS, ROU I'E LOCATE• AIRES TH?.I! A CUT IN THE TOP OF 1HE c FVC RISER tP!FE rOR LOCATE :VIRE .AC,E IN 0 VALVE BUY. THF LICA -TE I-VITH A 12" LCIIG P,y'.TA II, AT 1pF To SHALL BE COI 1EC"TC. T t- HEP 10H n IFF NI f. q BRAS', IDMIFICATION f4 INC! TIN `eV -.Eq'. NINE SIZE, CIGE+TIJN AN6`.' TJRAI� TO (1R4N RQ110C .A a HOLE IN BRASS TAG AND ATTACH TAC ,T,: IS' ..IRE ,xRnUHU TAG) T.J THE ENC OF THI, L _A'FF ''IRE T rE ARE NIOT RFUIRFD qN 12141,VES itMA.LLED ON I IeE H C-R NT FR !Ski LINES, W L FtJ OF PK -CAST COtICRETE PAr. A E" H ,1. X ,3" (RCUI,40 QR '. Q RE DOURM R'APJ / x4 1 EP N At LTD PERIMMR MAY 5E IIs ED FA E, H LI PL PROVIDED UNI E7 ALL VALVF r^ ! I VR UER IHC MINIMUM kR' ISA LM11 OF , EA L I 12" 'JNDFP IHE VALVE I P TO ti THE i E ALL HEIGHT OF THE VALV_ n. rDR /AO. EE. 12 IPJCH AND SM41,I.FR YP.)VIDE A 'H!TF OR rL A. K ISL ti:: )FERIS SMLLD :HI h IN fi.LLS BFLt.•:. THE „FERATINC fdUT, THIS SHIELD $H LL CENTER FI RK>EP HIVE ?0Y ..gY+ THF CJPFP. T:Nc IJV! /Ni: ;!tl hd lG IhPIi TRATI';N. `-:WELD !'HALL BE Br A -- F' XI A OR A.PFn I FI €QLAI 4 PAINT IN^ICE -- 'SEE N•')TE USE 771 SECTION VIEW (23 L95. APPROX.) _,.._JF--_ 7/3 (2; J DIA. PICKHOLES k I ,II /r J) PAINT TOP OF THE COVER: '. Irw ENAYEL RAINt (GREEN CaLOR'-). 1,j'-�- _ ��, BOTTOM SECTION VIEW (26 LBS. APFROY,') HEAVY DUTY RATING 1) PAINT THE INSIDE C'I' THE TOP SECTION OF THE BOX GREEN COLOR, 2) HEAVY DUTY RATING ,TOTAL '>iEI;Hi A.PPROX 50 LES.; VALVE BOX DETAIL 1" C.40V','kl COLD MIX �} F1�i2G''lf-,EA'sG C 0 11�=��;Ili�� i—;,SSSS.... ;..,.. ::•.•:•:.: �� Vii_ I�� '.''..:.'.. '.: ':.'. --III-` .. CASE X - TEMPORARY TYPE II REPAIR (NON-FDOT ROW ONLY} NOTE; NOF TO SCALE AFTER REPAIR IS CONIPLETE, MILL & RESURFACE. (REVOE 1" ASPHALT AND REPLACE :+/ MiN. 1 1.�" ASPHALT JOHN E. N _ N N 1, U M N Ib u tip O h N 7 ¢ ai 1_ U ,,I�I 1. — Y� W Q 1 Q WS G_ Q J U W 0 DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY OAA SHEET 11 OF 48 SHEETS t £`/'.. SEDIMENT & EROSION CONTROL NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF TRA,7OR IS RESPONSIBLE FOR FOLLOG THE BEST EROSION ,.e. THE CON=WIN NOT REUIS=.BLE CN -SITE AND ASSURING PLAID ALIGNMENT AND GRADE I11 AND SEDIMENT CONTROL PRACTICES AS OUTLIIJEC IN THE PLANS AND ALL DITCHES AND SAALCS AT COMPLETION OF COiNSTRUCTIA16 SPECIFICATIONS AND THE ST, JOHNS RIVER ':TATER MANA0EIAENT DISTRICT RULE= AND PEC ULA.'TIONS, 2. THE SITE CONTRACTOR. IS RESPONSIBLE FOR REMOVING THE TEMPOR aRY EROSION AND SEDIMENT COFNTRQL DEVICES AFTF.r COMPLETION OF _.. EROS!CN AND SECIRENT CONTROL BARRIERS SHALL BE PLACED ADJACENT CONSTRUCTION AND ONLY 4aHEN AREAS HAVE BEEN STABIIIZED TO ,LL "-ETLAND AREAS AND PRESERVATION EASEMENTS 'r:HEFE THERE IS PCTENTI.AL FOR AA7ER OUALITY DEGRADATION. 3. ADDITIONAL PROTECTION - ON-SITE PROTECTIOPi IN ADDITION TO THE ABOVE MUST BE PROVIDED THAI WILL NOT PERMIT SILT TO LEA.''VE THE 34. THE COIN RACTO"r. SHALL BE RESPONSIBLE FOR EST4BLISHINO A PROJECT CONFINES DUE TO UNSEEN CC•NC;TPiNS OR ACCIDENTS. PERMANENT STAND OF SOD AND/OR GRASS PER THE CONTRACT DOCJJMENTS THE ST. JOHNS RFER Tei -TER MANAGEMENT DISTRICT AND DU`iAL COUNTY A. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES. FREE,STAN DAR DS AND heEETIN•J THE NPOES FINAL STABILIZATION REQUIREMENTS ETC, ARE CLEANEC OUT AND IORKING PROPERLY .AT TIME OF ACCEPTANCE. 35, THESE PLAINS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE 5. MITRE MESH ;MALL BE LAID OVER THE DROP INLET 50 THAT THE ?tiR£ THE MINIMUM EROSION & SEDIMENT CONTROL -MEASURES REQUIRED FOR EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SICE OF THE NIETTHIS PROJECT, FOR ADDITIONAL INFORMATION ON SEDIMENT AND STRUCTURE, HARD'itARE C! CTH OR COMPARABLE FIRE MESH-:`:IIH 1/2- EROSION CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL - A INCH OPENINGS SHALL BE USED. IF MORE THAM ONE STRIP OF MESH GUIDE Tv SOUND LAND AND ':`LATER >.IANa CEMEHi" FRO6f THE STATE OF IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D. E. F.) CHAPTER c CONTRACTOR 514ALL PRO\1DE EROSION PROTECTION AND FOOT NO. I COARSE AGGREGATESHALL BE PLACED OVER THE -"!RE MESH TURBIDITY CONTROL AS REQUIRED TO INSURE CC•NFORM--Nz- TO STATE AS INDICATED ON SEDIMENT FILTER DETAIL (SEE DETAIL THIS SHEET) AND FEDERAL. oA.TER DUALITY STANDARDS AND MAY NEED 10 INSTALL THE DEPTH OF STONE SHALL BEAT LEAST 12 INCHES OVER THE ENTIRE AGUITIONAL CONTA.OLS TO CONFORM TO AGENCIES REOUIRDAENTS. IF INLET OPENING, THE STONE SHALL EXTEND BEYOND THE INLET OPENING A'.ATER QUALITY-AOLA'IION CJCC!URS, THE CONTRACTOR SHALL BE AT LEAST 18 INCHES ON ALL SIDES. 'iHCLEY F.ES'Pi,�F}aIBLE FOR .ALL DAMAGE AND ALL �'- 7S :;;RICH h1AY FE LLT INCL) 'It LEGAL FEES CONSULTANT FEES, CONSTRUCTiON 7. IF THE 'TONE FILTER BECOMES CLOGGED �T H SEDIMENT SO THAT IT COSTS, SAND MINES. NO LONGER i:CECUATELY PCRFOPHS ITS FUNCTION, THE STONES MUST BE PILLED A01AI FROM THE INLET CLEANED AND REPLACED 6 48 HOURS FRI k TO CQMMENCEMCHT OF CONSIRUOTION, IHR ONTRACTOR +ILL SUBMIT A NOTICE OF INTENT" TO THE EPA 9` ACCORDANCE ITH B. PALES SHALL BE EITHER A. -IRE -BOUND OR SIRING -TED AITH THE BINDINGS NA11ONAL POLLUTANT GIS HAPOE ELIMINATION SYSTEM RULES AND ORIENTED AROUND THE SIDES RATHER THAN O+.CER AIDC UNDER THE HALES. REGULATIONS. !FOR ANY CONSTRUCTION NOT CO`�'ERED BY THE CATER'S "NOTICE OF INTENT" PERMIT! 9. BALES SHALL BE PLACED LENGTIMv.YSE IN .A SWkE ROW SURPOUND!NG THE INLET, 'ri`iTH THE ENDS Or ADJACENT BALES PRESSED TOOFTIIFF.. 1C. THE FILTER BARRIER SMALL BE ENTRENCHED AND BACKFILLED. .A TRENCH SMALL BE E: CAVATED TO A MINIMUM DEPTH OF 4 INCHES, AFTER THE BALES ARE STAKED, THE EXCAVATED S4�11- SHALL BE BA.CKF;LLED AND COMPACTED AGAINST THE FILTER BARRIER, 11. EACH BALE',HALL BE SE,"ILRELY ANCHORED AND HELD IN PLACE k'r AT LEAST Toj� STAKES OR REB -PS DRIVEN TMFCUf>i THE BAL-11 12, LOOSE TRAW SHOULD BE AEDCED BET..EEN SYALEG TO PREVENT FRC -11 ENTERING BET"TEEJ HALES. 13. :TRAMe BALE FARRIERS SHALL HE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND .'-.T LEAST DAILY CURING PROLONCEI} RAINFALE. 14, CLOSE ATTEINTION SHALL BE GIVEN TO TIRE REPAIR ^GF CAMAGE9 BALE , END RUNS AND UNCERCUTTIND BENEATH DALES, 15. NECES=ARY REPAIRS TO BARRIERS OR REPLACEMENT C'F BALES SHALL-. BE �.SvMPLI>HEO PR6,IPTL'T, 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL, IT MUST BE RFLIO0'ED Y,HENTHE LEVEL OF DEPOSITION REACHES APPROi;!MATELY ONE-HALF IyIE HEIGHT Cf THE HARRIER, 17. .ANY SED!IIENT DEPOSITS REMAINING IN PLAICE, AFTER THE STRAY; PALE OR FILTER BARRIERS, P;ND OR SILiT FENCE" ARE NO LONGER RECURRED, SHALL BE DRESSED TO CONFORM TO THE EX STING GRACE, PREPARED AND SEEDED. 18. SILT FENCES AND FILTER BARRIERS SHALL QP INSPECTED It:HMEDI.ATELr AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLON^OED R=JNFALL, ANY RECOUPED REPAIRS SHALL BE MACE IMMEDIATELY I?. SHOULD THE FABRIC ON A GILT FENCE OR FILTER HARRIER DE'v"MFGSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE HARRIER STILL BE NECESSARY. THE FABRIC SHALL BE PEPUACED IMMEDIATELY. T F`T'-r A TFR N NO G 'f I'^ SEDIMENT/HYDROCARBON ABSORBENT BARRIER. INSTALL COMPLETELY AROUND PERIPHERY OF INLET GRATE. ACF ENVIRONMENTAL "GUTTERSUDDY" OR EQUAL G� EXIST. PAVEMENT STORM INLET SPECIFIC APPLICATION THIS METHOD APPLICABLE TO ALL INLETS LOCATED WITHIN PAVED AREAS. INLET FILTER FABRIC SEDIMENT FILTER NOT TO SCALE 1. `;ET POSTS ';NG EXCAVATE A 4" X, n" TREK H UPSLOPE ALONG THE LINE F POSTS. INSTALL FILTER FABRIC BETWEEN GRATING AND FRAME IN ALL INLETS WITHIN LIMITS OF WORK STORM INLET GRATING (TYP) 2•.,, H R.1.,H E SH A.LL EE IN 5E _A, 10 F _ CA_1I RAI ..J...EI ,I xa MADE LC - 'S N€ELF D. ::?1. SEDIMEINT :;HALL BE REMOVED AND THE TRAP RElTORED TO ITS CrJ INA.L C!MENrIC9rS •^THEN THE ' EGIMEFI7 HAS ACCUMULATED TO 112 THE CE';ICN LEN H rr THE -RAF, REMG- Fn SEDIMENT SHALL M CE O'STEG 1N A UIPaE!,_e AHIrA AND IN ,reH A MANNER THAM IT TILL MCT ERaGFATTACH i HE "1,L FABIRIC TO THE `!IRE ,_,, BACKFILL AND COMPACT THE EXC,AVA.IECI SC•IL :22. THF CONTRAITOR IS RESP IJ'CI.E F ,L 1`0I1,Q_1N6 THE BEET EF 51ADN FENCE IE (� EXTEND I I� r`1T1._.' THE TRENCH. IDL arCIM`Ef:'T CONTRAIL PR .:TICS,, A e! TLINED IN THE PLANS, AAd .I PF rI A'I,-N3 AND Sr.HN- F.E< TCR YANAGEMIFNT F Fl.TrI�.i e n r PI'ATI. N N4 F!TEC+I Il i 11 { f1 I 2y, FO H -t ITir, INT RIA Al CY J {GLI NT A' FH N C JTi' E "! £ � I RFTER 10 'THE II RDa 1F II.PM£NT R. J L - A C11 E TO LANG AN {TEP F ANA T F,OH 1 STATE OF FLORIDA OCP-f`PF,D[FThRkH OF EN- P: lA MCI-47LUTA NE 1J A h 24. CIJ 111 AND -EDWENT (,CN R .6 BARRIER' OHALLPOTENTIAL CE PLACED, . ,aS,.aCENT 7 ALL .T SLA JO AREASERE THERE .A I`OTE4T! L F R D tR ypf--A AT!Er AUUECR..GA I_!1 oF.£ GST. -FLS 1TH15 _FE@71 PC 7rVI:r..L 25. ECMALL er PLACE,) IN AREAS .:HCH MA', REXRE IMMEDIATE C,f _'tl FRUT�CI CH TO ENSURE .TATER *UALI TY 3'1 ANDARO5 ARL MAIN r - IN: 0 ,/ .-�' EXTENSION OF F,C1BRIC. 25. ANY C•ISCHAR'JE FROM, DF.. TERING ACTMTY SHALL BE FILTERED q40r Tn T TF Eh•1"H CC•N'dEYED TO THE OUTFALL. IN A MANNER }M!CH PPEVENTS 6RGS*N ANO - TRANSP:SRTA'I`LN OF SIJEPENDLC SOLIDS TO THE RECCIVING OUTFhLL, %7. DE TFRIN vJMRS SFA1L N..T ICER THE '.APA(I 'F THAT -111_H REGVfik' A ONSUMFTI E U E PERMIT FROm THE ST, HNS RI.EI' ERMANAGEMENT C GTR T 2&. ALL DI. TJPCEf REAS SHAIL B GRASSED, FF11TILIZE AND MUL H L, UNTIL A PERMANENT `VEGETATIVE COVER 1 €;:TABLI HEC CONTRACTOR SHALL USE ADDITIONAL MEASURES TO STAELIZE 91.TRURES AREAS THROUr:`H COMPACTION, SILT SCREENS, HAY HALES, AND •GRASSINd. ALL F"11.6 SLOPES 3:1 OR SfEE'ER TO RECEIVE STAKED SOLID SOC.'. 29. All Dt' :�AT[f?IMG, EROSION. AND SEDIMENT CQNTROL SMALL REFRAIN IN PLACE UNTIL AFTER COMFLETION OF CONSTRUCTION, AND REMG"V€.D ViLY '*,HEN AREA`_: HAVEBEEF) STAEiILIZEG. THIS PLAN INDICATES THE MINIt,IUM EROSION AND `SCOMENT MEA<_IJRFS REQUIRED FOR 1'HIS PROJECT. THE CONTRACTOR I RESPCrNS;$LE FOR MEETING ALL APPLICABLE R=ALES, REOULATIONN AND 'LATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS. 71. THE CONTRACTOR SHALL BE REOUI.RED TO RE'POND, TO ATL•,.''%CATER MANA V,IENT DISTRICT INQUIRIES. RELATIVE TO C'OMPLIANC'E OF SJR'AVO FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL BE PART CSF THE CONTRACT HE d�, 1'.?'•11:11 I. I R CONSTRUCTION OF SILT FENCE N.T.S. IFILE NO I CNI r .�JaM W LL ca co Z L' o N s coco o- a J U Q L N 0� W 1 L"' o �I W J U NW lei DATE AUGUST2013 SCALE ASSHOWN DRAWN BY ETS DESIGNED BY GAA SHEET C-7 12 DP 48 SHEETS N_ M �U N Cavi°S cod= y y � 7 � N 4 c J C; /L 1_ J U Q LL W F- ` ` WC Q J U LU LATE AUGUST2013 VLE AS SHOWN >RAWNBY ETS DESIGNED BY GAA `NEEr M-1 13 OR 46 SHEETS 4" R. CONTROL VALVE (SEE SPECS) 1'-6" — - 4'-0" ELECTRICAL PANEL 12" DIA, SDR35 (SEE ELEC.) 18„ PVC STILLING WELL (BY GOLF COURSE) T-6" PART B OFFSITE CONTROL VALVE N.T.S. PLAN x x x x _ _x_. TOS TOST0. O - —TOB TOB TOB -.--- TOB Toa TGR -- INSTALL -- (1)-12"X4" TEE W4" PLUG (4" PLUG TO BE REMOVED DURING PHASE (1)42" X 6" MI REDUCER (1)-6" GV W/ABOVE GRADE OPER. NEW 12" RECLAIMED—\ WATER PIPE \\ REMOVEAPPROX. 38LF EXIST 6" FM PIPE NEW 6" TEMPORARY RECLAIMED WATER CONNECTION INSTALL (1)-12" X 6" TEE (l) -W FL 90° ELL (1)-6" GV x INSTALL TOB TOB ---___.._._(1)-12" GV NEPSAM TOB TOB BY G.C. (1)-12" PLUG roe (12" PLUG TO BE REMOVED DURING PHASE 2) ANALYZER TERMINATE 6" ABOVE — RELOCATE EXIST. CONDUIT ANALYZER CABINET AS REQUIRED —NEW 4" SCH 80 EXIST. TERMINAL PRESSURE SENSING LINE, Box SECURE TO SIDE OF CCC, �12" SEE ELECTRICAL PLANS — — E!. 21,80 G1 NEW TEMPORARY RECLAIMED WATER PUMP EXISTING NEW 1" SCH 60 PVC LINED EFFLUENT EXIST, 16" EFFLUENT FM— TURBIDITY SAMPLE LINE HOLDING POND SECURE TO WALL OF CCC /�\\�/\��\�/\\� /\in /\///\/"\\//\/\\\ \ dTEMPORAR\��-- RNEW g ECLAWTEMPORAR IMED WATERY EXIST. DRAIN PIPING n i� MAIN NEW CL2 RESIDUAL NEW 2" PVC DRAIN ANALYZER CONNECT TO EXIST. SECTION A -A 2" DRAIN _ N.T.S. DECHLORINATION NEW TURBIDITY CHAMBER NEW CL RESIDUAL ANALYZER o ANALYZER �. —MOIST. CHLORINE CONTACT CHAMBER O INSTALL (1) - 6" "NO PHASE I INCLUDES MODIFICATIONS EXIST. CL RESIDUA! NEW 1" SCH 80 PVC AT E)aSITNG CHEMICAL FEED/STORAGE FACILITY ANALYZERTURBIDITY SAMPLE LINE TO THE SOUTH OF THE PROPERTY EXIST. PH METER J / f SECURE TO WALL OF CCC (SEE SHEET G-5 & M-7 I" TAP FOR ;j" SCH 60 NEW TEMPORARY OFPSITE PRESSURE SENSING LINE W/ CORP. STOP RECLAIMED WATER n PUMP U PARTIAL PLAN A EXISTING CHLORINE CONTACT CHAMBER A M-2 N.T.S. Mn REVISic z I in PROJEC w Zo RILE NO 10 0 5 10 20 tST.,6' SCALE: 1" 10' x x x I i i RE EXIST. 30'✓90° I2" LONG nrervrrncc� REDUCER 6 IN ALL (1) 0" TEE WJ 0" PLUG TO B / 3CAI.E AS SHOWN q N J (30 NG cr OF 2) I CTYP. OF 4) WATER SERVICE SEE NOTE 2 NEW 1" SCM. 80 PVC METER BOX / TAP TOP 30" =►�12" I 4" FL. SPOOL, 12" LONG 1" SCH. 60 PVC SAMPLE TO NEW ELEC, BUILDING j U_NU c N NEW 1"SCH PVC CLARIFIER Nq No. I (NORTH) •— 4,,D„ U Q N NOTES: (TYP. OF 2) NE CORNER "MPNC" SERIES, 120V/1 PHASE WITHOUT PRESSURE SWITCH. PROVIDE 10' LONG 3 -PRONG POWER CORD AND PLUG. El ¢j (PART OF PHASE 2) \ j 2. NEW 30" TEE MUST BE INSTALLED AS PART OF PHASE 1. 18" — — — ----- m o — FIN. GRADE BY G.C. SETTOP OF SLAB 3" ABOVE FIN. GRADE PIPE SUPPORT I • �C I � (TYP. OF 2) i o — — — — — — — — — — OFFSITE CONTROL VALVE — — — — — — M.T.S. 12^ DIA. SDR35 SECTION EXISTING CLARIFIER PVC STILLING WELL — .— — —. -- -- — —_ — — EXIST. PH METER EXIST CL RESIDUAL No. 2 (SOUTH) — NEW TURBIDITY ANALYZER yyII ANALYZER TERMINATE 6" ABOVE — RELOCATE EXIST. CONDUIT ANALYZER CABINET AS REQUIRED —NEW 4" SCH 80 EXIST. TERMINAL PRESSURE SENSING LINE, Box SECURE TO SIDE OF CCC, �12" SEE ELECTRICAL PLANS — — E!. 21,80 G1 NEW TEMPORARY RECLAIMED WATER PUMP EXISTING NEW 1" SCH 60 PVC LINED EFFLUENT EXIST, 16" EFFLUENT FM— TURBIDITY SAMPLE LINE HOLDING POND SECURE TO WALL OF CCC /�\\�/\��\�/\\� /\in /\///\/"\\//\/\\\ \ dTEMPORAR\��-- RNEW g ECLAWTEMPORAR IMED WATERY EXIST. DRAIN PIPING n i� MAIN NEW CL2 RESIDUAL NEW 2" PVC DRAIN ANALYZER CONNECT TO EXIST. SECTION A -A 2" DRAIN _ N.T.S. DECHLORINATION NEW TURBIDITY CHAMBER NEW CL RESIDUAL ANALYZER o ANALYZER �. —MOIST. CHLORINE CONTACT CHAMBER O INSTALL (1) - 6" "NO PHASE I INCLUDES MODIFICATIONS EXIST. CL RESIDUA! NEW 1" SCH 80 PVC AT E)aSITNG CHEMICAL FEED/STORAGE FACILITY ANALYZERTURBIDITY SAMPLE LINE TO THE SOUTH OF THE PROPERTY EXIST. PH METER J / f SECURE TO WALL OF CCC (SEE SHEET G-5 & M-7 I" TAP FOR ;j" SCH 60 NEW TEMPORARY OFPSITE PRESSURE SENSING LINE W/ CORP. STOP RECLAIMED WATER n PUMP U PARTIAL PLAN A EXISTING CHLORINE CONTACT CHAMBER A M-2 N.T.S. Mn REVISic z I in PROJEC w Zo RILE NO 10 0 5 10 20 tST.,6' SCALE: 1" 10' x x x I i i RE EXIST. 30'✓90° :: r 6 IN ALL (1) 0" TEE WJ 0" PLUG TO B / 3CAI.E AS SHOWN q N J (30 NG SHEET M-2 ICb WATER SERVICE SEE NOTE 2 NEW 1" SCM. 80 PVC METER BOX / TAP TOP 30" 1" BALL l . Q) > U= & PROVID 0 . STOPEXISTING j U_NU c N NEW 1"SCH PVC CLARIFIER Nq No. I (NORTH) U Q N NOTES: > ^j / F 1. NEW TURBIDITY SAMPLE PUMP (MOUNT ON NW CORNER F3 I OF EXIST. FILTER SLAB). SAMPLE PUMP SHALL BE MYERS "MPNC" SERIES, 120V/1 PHASE WITHOUT PRESSURE SWITCH. PROVIDE 10' LONG 3 -PRONG POWER CORD AND PLUG. El ¢j \ \ j 2. NEW 30" TEE MUST BE INSTALLED AS PART OF PHASE 1. N \� J LL ry W 03s W ie :: 8.40085 0c� D`—D--p—"'p'-S— "�—C ° •t,� —» ..—w—�-•i ` . �J[�� • v y ' �� \\\ \� �� //// �. ��''i��v/C.`._ • ffnn.,�,,•,'...• `,�1"� ` JOHN E. COLLINS�'fd$ , #4G4BbA1- N.�° U - W DATE AUGUST 2013 3CAI.E AS SHOWN PROVIDE TEMPORARY 30 PLUG AS REQUIRED, < SHEET M-2 I" TEE W/ (2) NEW 1" SCM. 80 PVC 14 OF 48 SHEETS 1" BALL SAMPLE LINE j El N o LSE /U!�d' Iq�I�p 5555 I • �C I � i o SECURE TO SIDE OF CCC AS REQUIRED, MIN. SPACING All6'-0" EXISTING CHLORINATION/ DECHLORINATION EXISTING CLARIFIER CONTACT CHAMBER No. 2 (SOUTH) yyII �I § I CAINCLUDES t� \ OLwL�/ MODI�v" u^,i..sTIONS (SOUTH SECTION) x �.�� .• �NS •'•° �� 4 i — o� --D_.p--p— p--p--p�— ��.y� Ep_,�.—.,---..—o.—..---..--- LY OFFSITE � I )]"�.1.&._.tl?L-TFIiP __—__--r S s $ i _�--p--p—.p--p--p. I i 8.40085 0c� D`—D--p—"'p'-S— "�—C ° •t,� —» ..—w—�-•i ` . �J[�� • v y ' �� \\\ \� �� //// �. ��''i��v/C.`._ • ffnn.,�,,•,'...• `,�1"� ` JOHN E. COLLINS�'fd$ , #4G4BbA1- N.�° U - W DATE AUGUST 2013 3CAI.E AS SHOWN DRAWN BY ETB DESIGNED BY Gm SHEET M-2 PHASE 1 — OVERALL PLAN 14 OF 48 SHEETS �I § I CAINCLUDES t� \ OLwL�/ MODI�v" u^,i..sTIONS (SOUTH SECTION) x �.�� .• �NS •'•° �� 4 i — o� --D_.p--p— p--p--p�— ��.y� Ep_,�.—.,---..—o.—..---..--- LY OFFSITE � I )]"�.1.&._.tl?L-TFIiP __—__--r S s $ i _�--p--p—.p--p--p. I i 8.40085 0c� D`—D--p—"'p'-S— "�—C ° •t,� —» ..—w—�-•i ` . �J[�� • v y ' �� \\\ \� �� //// �. ��''i��v/C.`._ • ffnn.,�,,•,'...• `,�1"� ` JOHN E. COLLINS�'fd$ , #4G4BbA1- N.�° U - W DATE AUGUST 2013 3CAI.E AS SHOWN DRAWN BY ETB DESIGNED BY Gm SHEET M-2 PHASE 1 — OVERALL PLAN 14 OF 48 SHEETS SEE C-3 FOR CONTINUATION OF NEW 12" RECLAIMED WATER PIPE PART $ x x x xx NEW 12' RECLAIMED y WATER PIPE NEW MOVE APPROX.143LF HYDROPNEUMATIC PART A EXIST 6" FM PIPE TANK NEW 42" PVC TEE. (TEND VERTICAL �FION-URlMARD TO EL. 17.00 _.. _ TOS Ir Tnc CONTRACTOR TO INSTALL 1" SCH80 PVC WATER LINE FOR NEW EYE WASH (SEE SHEET M-8) TO FENCE LINE CITY OF ATLANTIC BEACH TO PROVIDE CONNECTION TO WATER SYSTEM REMOVE EXIST. 4" PLUG'—' (INSTALLED DURING PHASE 1) IN VERTICAL OUTLET OF 12"X4" TEE & CONNECT NEW 4" PUMP DISCHARGE NEW RELOCATED 16" EFFLUENT FM PIPE NEW 16" 90° ELL PRESSURE TRANSMITTER-00NNECTtON TAP PIPE W/ ODRP. STOP &VALVE BOX LLLL��- CLZRESIDUAL SAMPLE PUMP (SEE NOTE 1) x x X x _ kx .� — FM — FM — FM — FM - CAP - FM -FTA. — FM — FM — FM — FM — FM -- REQUIRED 5V 42" PVC T2E (2) 90° ELL T06 .___.__. TOB -.. _, -TOB--___TOB —T0B (IA -TOB TOB -•TOB TOB NEIN 200' (MIN) LF 42' PVC PIPE UNDERGROUND CHLORINE CONTACr PIPE 51 ORE 0 0A01% IN DIRECTION OF FLOW 24" DIAM VC PIPE OR 4" THK CONC. COLLAR 6" PVC (LENGTH AS READ) 6" WIDE ALL SIDES (TYP.) CHECKERPL ALUM � W/ 1/4" ATE TOP 90° ELL 1" SCH 80 PVC TO ELECTRICAL BUILDING 1" S.S. RISER FULL PORT PIPE BRASS CORPORATION STOP PRESSURE TRANSMITTER DETAIL N.T.S. NOTES: 1. CORE OR PRECAST 1 %" OPENING IN EACH CONCRETE WET WELL AND INSTALL SAMPLE PUMP. SAMPLE PUMPS SHALL BE MEYERS "MPNC" SERIES, 120V i PHASE WITHOUT PRESSURE SWITCH. PROVIDE 10' LONG POWER CORD WITH PLUG. SECURE PUMPS TO WET WELLS WITH STAINLESS STEEL CONCRETE INSERTS. 2. PHASE 2 WORK INCLUDES: A. RELOCATION OF CHLORINE GAS INDUCTOR BACK INTO DECHLORINATION CHAMBER (SOUTH), B. CONVERT 2" VACUUM PIPING BACK TO SO SERVICE. C. AT EXISTING CHEMICAL FEED BUILDING, POSITION VALVES INSTALLED UNDER PHASE 1 TO FEED CHLORINE GAS VICE SO . 3. REMOVE PHASE I PUMP & 6" TEMPORARY RECLAIMED WATER PIPE, 2 CLOSE SUCTION VALVE, REMOVE PUMP, MOTOR & ELECTRICAL WORK. DELIVER PUMP TO OWNER, wlm�E NEW 42" 221/2° BENDS \ TURBIDITY SAMPLE P (SEE NOTE 1} 1" SC4 80 PVC (TYP. PRESSURE TRANSMITTER, CCL�, S�AMPLE & TURBIDITY SAMPLE LINES — — — REMOVE APPROX. 18LF EXIST B" PIPE o RELOCATED EXIST. B" PIPE CAP REMOVE APPR - 95U P EXIST 16" PIPE NEW 14" PIPE CAP — — —REMOVE APPROX. 48LF EXIST 14" PIPE REMOVE D( T. 16" 45° ELL RELOCATED PIPING (1)-14" 900 ELL o (1}-20"X14" REDUCER NEW 20" DIP (1)-14" DIP (LENGTH AS REQUIRED) REMOVE (2) EXIST. 20" 90° ELLS & 23LF EXIST. 20" DIP EXISTING LINED EFFLUENT EXIST. 16" EFFLUENT FM-' HOLDING POND m 9 NEW ASPHALT PAVEMENT p o 5 0 20 (APPROX.784SF) i I r'YI�—�—tl_�---i��`.--_11 36' ELEC° SCALE: 1" 10' NEW 2'X 2' CONC. PAD CLUING FENCE 3ATE FOR GATE OPER. CENTER ON BLD .OPF,R,ING REMOVE EX . FENCE ASRE-QUIRED,,, INSTALL NE IPARTS AS REQUIRED TO ACCOMODA E NEW ROLLING GATE �/ x x _NEW 16Y'450 ELL � LAI ED WM / i i I NEW SOD POCH CRIT I DING I'M / FM 1,100 GAL. DBL. WALL STORAGE TANKS NEWRECLAIMEDWATER- POCHLORITE FEED SKID (SEE SPECS) C PUMP STATION WATER WET WE I f - EXISTING 12.. �i f CLARIFIER No, 1(NORTH) NEW 1 [ UG VALYE I, 1 I W/ GRA4E D I REMOVE 30" PLUG (INSTALLED UNDER PHASE 1) & INSTALL NEW 30" DI PIPE TOR , (LENGTH AS REQUIRED) 18" 45° BEND INSTALL NEW 30"x18" REDUCER TURBIDITY SAMPLE TAP, PUMP &LINE (INSTALLED AS PART OF PHASE 1) k d4, INSTALL 1 2" PIPING & FITTINGS ATTACHED TO SAMPLE �. _ WALL -CONNECT TO DRAINS FROM CL INSTALL & TURBIDITY ANALYZER & CONTINUE (1)-3-90- E(1 R DRAIN 2" PIPE & FITTINGS THROUGH BUILDING 40LF3"PVC Tb• RAIN % WALL PENETRATION TO EXTERIOR D E ISJALL (1) - 2" 90° ELL AT DRAIN (1) -CAP (CUT '2" PVC UILDING DRAT i r g0 NEW 4' CONC. n �REPl,N� (1�} "X3 ", ED CER —s SIDEWALK _ N INSTALL (2)-3`45° NDS- i " (N TO SEBLdCATED) EXIST. 16" 8i CONNECT 0 EXIST. RAIN (3r 14" G S (N TO BE EL D)\ g EFFLUENT FMSS � % ��•� �� S, �! ILII j \ EXISTING p k \ CHLORINATION( EXISTING DECHLORINATION �µMµµ� ER j // CONTACT CHAMBER �� r / • c SEE NOTE 2 "'' g i � � � • -y I, •� III1 r 1 _ SEENOTE 3 5 i "Y'V) : ,I i • JOHN E. COLLINS, JR PE#40085 I E .I PHASE 2 - OVERALL PLAN IFILE NO M `! J b M a .1.. r.T G rl U Kc N 7 J_ V Q U- ry U. 1 SW Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ET® DESIGNED BY OAA SHEET M-3 16 OF 48 SHEETS PHASE 1 SECTION A -A 3/8".1'-0" EL. 17.4 +/- v EL 17.0 EXIST. POND LINER CL EL RIFY)f0 15�T1DVEFFLUENT MAIN��W` _ 6" TEMPORARY RECLAIMED WATER (ABOVE GROUND) i J EL. 9.47 (VERiF 7 ULS EXIST, 20" D.I.P. INFLUENT \_ NOTE: FROM EQUALIZATION POND THIS OF PHAIS SEELL 2 PART OF PHASE 2 EXIST. 20" D.I.P. TOP EL, 21,80 PHASE I TO BE REMOVED (PHASE 2) EL. 17.5 SECTION B -B 3/8"-1'-0" I EL 17.5 EL 17.4 +/- ` O EXIST. POND LINER NEW 6" TEMPORARY T EL. 14.0 RECLAIMED WATER (ABOVE GROUND) RELOCATED 16" D.L. EFFLUENT MAIN (PHASE 2) FLOW INV. EL 7.83 21\j " NEW 42" PJC DR 325 �� , 1 1 CHLORINE CONTACT PIPE. SLOPE UPWARD IN DIRECTION\\ OF FLOW 0 S -0.0013u1 (PART OF PHASE 2) PHASE I SECTION C -C 3IT-V-0" JOHN E. STEPS 8 NEW 6' DIA. WET WELL I FILE NO I N L' N N M C4 W ��m coN 7 J V LL W U. 0 1 W J V WN ry DATE AUGUST 2013 SCALE ASSHOWN DRAWN BY ETS DESIGNED SY OAA SHEET M4 16 OF 48 SHEETS SECTION KEY PAN F4 co 'I �c�c ID co�c p y w N 7 'Q L.L. W Q gL i WS r� V W ry DATE AUGUST 2013 SCAE AS SHOWN DRAWN BY ETS DESIGNED BY G.AA SHEET M� 17 OF 48 SHEETS NEW FINISHED GRADE 0 5'x5' ALUM. HATCH (PHASE 2) CL NEW 42" ■ EL. 16.26 ==� /— (BILCO )D-4AL) r+.DMT i6" FM ■ EL. 16.00 NEW 6" TEMPORARY NEW V'90* ELL TOP EL 21.80 NEW 6" GV (PHASE 1) o ///��NEW RECLAIMED WATER PUMPS (3) NEW FINISHED GRADE 0 6" MIN. ® (PHASE 2) NEW 12"x6" TEE y MAX W.S. EL 19.98 CL RELOCATED 16" ■ EL. 14.00 (SAME AS CCC) RELOCATED 16" D.I. fL EL. 12.75 0 EFFLUENT MAIN I EL 17.! TOP ELEV ■ 13.00 FIN. GRADE EL 17.5 12'-4" NEW 6" TEMPORARY RECLAIMED WATER EL. 14.00 EL. 9.92 NEW 8' DIA. WET WELL (PHASE 1) O EXIST 6" NEW 12" BOTTOM OF (PORTION TO BE REMOVED) (PORTION WHICH REPLACES OLD 6") NEW 42" PVC CLEL.11.65+/• EL 11.40 SUCTION BELL SECTION E -E EL. 11.50 RELOCATED i6" D.I. EFFLUENT MAIN FLOW _ INV. EL 8.18 8' INSIDE DIA, BOTTOM EL 7.00 NEW 42" PVC DR 325 CHLORINE CONTACT PIPE. SLOPE UPWARD IN DIRECTION OF FLOW 0 5=0.00131/1 \ \ \ (PHASE 2) SECTION D -D 3/8" -V -0 - F4 co 'I �c�c ID co�c p y w N 7 'Q L.L. W Q gL i WS r� V W ry DATE AUGUST 2013 SCAE AS SHOWN DRAWN BY ETS DESIGNED BY G.AA SHEET M� 17 OF 48 SHEETS NEW FINISHED GRADE 0 CL NEW 42" ■ EL. 16.26 NEW FINISHED GRADE 0 r+.DMT i6" FM ■ EL. 16.00 NEW 6" TEMPORARY NEW V'90* ELL RECLAIMED WATER NEW 6" GV (PHASE 1) NEW FINISHED GRADE 0 6" MIN. CL NEW 12" ■ EL 14.90 NEW 12"x6" TEE NEW FINISHED GRADE 0 CL RELOCATED 16" ■ EL. 14.00 EXIST16" FM RELOCATED 16" D.I. fL EL. 12.75 NEW 16" 90° ELL (ROTATED 45% EFFLUENT MAIN I TOP ELEV ■ 13.00 RELOCATED 16" EFF FM EL. 9.92 I qEL 10.33 EXIST 6" NEW 12" (PORTION TO BE REMOVED) (PORTION WHICH REPLACES OLD 6") NEW 42" PVC CLEL.11.65+/• EL 11.40 CHLORINS CONTACT PIPE SECTION E -E F4 co 'I �c�c ID co�c p y w N 7 'Q L.L. W Q gL i WS r� V W ry DATE AUGUST 2013 SCAE AS SHOWN DRAWN BY ETS DESIGNED BY G.AA SHEET M� 17 OF 48 SHEETS 4�.--- 10 �b ..� 8" FL GATE VALVE EL 21,80 8"x5" ECCENTRIC REDUCER V-0" MIN. {. (FLAT SIDE UP) 10'-0" QDISCHARGE EL 19.69 "SUCTION fL8" SUCTION L. 18.28 -'" EL. 18.40 EL 17.40 FIN. GRADE EL 16.9 \ 8 12" DIA. CORE DRILLED NEW PHASE 1 TEMPORARY OFFSITE PIPING 6"x5" FL CONCENTRIC HOLE W/ LINK SEAL RECLAIMED WATER PUMP 6" LS -400-C EL 12.80 8" FL FLARE SECTION A -A REDUCER 3/8"-1'-0" N J M C +o Cc uj o c 03 � m y-Uy� 20 r t U m J U LL ''t�t IL W U- 1 3 0 W VrJ� W x RE AUGUST2013 :ALE AS SHOWN LAWN BY ETS SIGNED BY OFA EET M,b. 8 OF 48 SHEETS 15'2" 10'-0" 6" FL CHECK VALVE(VE 8 SUCTION PIPING 6"x5" FL CONCENTRIC //�� 6" FL. GATE VALVE REDUCER 6" FL. 45° BEND a S" R. 90° ELL DISCHARGE EL 19.69 TS' SUCTION EL 18.40 1740zi B FIN, GRADE EL M-6 B 6 ;j" PER MFR. M-0 6" D.I, TEMPORARY ADJUSTABLE RECLAIMED WATER PIPE SUPPORTS INSTALL (2) - W RI 45° BENDS 6" RJ 45° BEND INSTALL (2) - 6" RJ 45° BENDS SECTION B -B d NEW PHASE RECLAIMED 1 TEMPORARY OFFSITE WATER PUMP 6" D.I. TEMPORARY RECLAIMED WATER PLAN - EXISTING CHLORINE CONTACT CHAMBER IMPROVEMENTS 3/8"-1'-0" N J M C +o Cc uj o c 03 � m y-Uy� 20 r t U m J U LL ''t�t IL W U- 1 3 0 W VrJ� W x RE AUGUST2013 :ALE AS SHOWN LAWN BY ETS SIGNED BY OFA EET M,b. 8 OF 48 SHEETS EXISTING CHEMICAL FEED/STORAGE FACILITY -PLAN vtp N c D -j cn 0) co C J�u Lc ca ��a LL w LLI < LL O Lu U uj 0� DATE AUGUST 2013 SCALE ASSHOWN DRAWN BY ETS DMONED BY GAA SHEET M-7 19 OF 48 SHEETS NOTES: 1.) ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN PHASE 1. 1) CONTRACTOR SHALL MAKE ALL CHLORINE GAS PIPING CONNECTIONS AS REQUIRED. F=i--- F- E INSTALL CHLORINATOR BY C"L2 S02 SC A, -E- (PROVIDED - SC ILI NEW 2" PVC Cl 2CHLO_RMA GAS PIPING I QQM "i/-' -EXISTING CI ILORmaTORs EXISTING— SULFOINATORS -TT - EXISTING .CHLORINATOR CL2 SC31LE ------- CONTROLLER v 0 SO2 CYLINDER-, SCALE CIALS CHLORINE— CYLINDER DIALS (EXISTING) S0-2-EAK-, DETECTOR NEW 2" PVC (12 GAS PIPING EXISIING CHLORINATORS J SO2 SCAL -7- -- T ----- 7 VACUURM PEGULATOTYPI 2) S02 VACUUMd/ RFGUIATOR 'TrP (EXISTING) INSTALL NEW 2" PVC BALL VALVE INTO (EXISTING) 2" C12 VACUUM EXIST. LINE (EXISmIG) 2" S02 VACUUM-, REMOVE EXIST. 2" 900 ---j (EXISTNC-) PVC ELL & REPLACE W/ 2" S02 VACUUM-, 11 NEW 2" PVC TEE, INSTALL y I Sl I tl G) NEW 2" PVC BALL VALVE Jf CONVERT E)aST.I" 2" S02 TO Cl 2 CPVC S0 2 (EXVTSTING)M- EXISTING CHEMICAL FEED/STORAGE FACILITY -PLAN vtp N c D -j cn 0) co C J�u Lc ca ��a LL w LLI < LL O Lu U uj 0� DATE AUGUST 2013 SCALE ASSHOWN DRAWN BY ETS DMONED BY GAA SHEET M-7 19 OF 48 SHEETS i I" SCH 80 PVC POU (FOR CONT. SEE YA I" BALL VALVE WATERLINE CORE DRILL WALL A; FILL ANULAR SPACE (TYP.) CORE DRILL WALL A: FILL ANULAR SPACE (TYP.) PREFABRICATED COI? W1 COVER, CONCAST RATED, 10"INSIDE V DEPTH W/ SOLID W I" SCM 80 PVC FEED (FOR CONT. SEE M-1 c ALUMINUM OVERHANG 11) AR BUILDING (SEE STRUCT.) `,%, " , 1/2"-f-0" ` !A 1SOLATION BALL VALVE SUCTION LINE 9y IEMICAL FEED UNIT STAND SHALL BE CONSTRUCTED OM COMPOSITE WOOD/PVC MATERIAL. PROVIDE BASE INSTRUCTED OF 2 x 1'S WITH 1 x 6 DECKING. EMIT SHOP DRAWINGS. `,,,��'�p�` ��GENSF•sv % • No. 40085 FLOOR EL,15.00 i • F %A • �Qi= !Nf 1 JOHN E. COLLI0086 F____PHASE 2 - SODIUM HYPOCHLORITE BUILDING PLAN & SECTION REVISION$ PROJECT FILE NO h v M N uz Q) iz y C1 y S O to +c ci Q N 7 � N 4 � J U U11Q' - ry W Q L 1 n W J U NW ry DATE AUGUST 2072 SCALE ASSHOWN DRAWN BY ETS DESIGNEDBY am SHEET M-8 20 OF 48 SHEETS LIST OF MATERIALS IDENTIFIER DESCRIPTION :, 2" CAM & GROOVE ADAPTER W/ DUST CAP (PT COUPLING CO. "TANTALINE" SERIES) ITEM NUMBERS 3500620 & 3501120 (� 2" PVC TRUE UNION BALL VALVE (PLAST-O-MATIC MBV-200-EP-S-PV-3-MGV-VENT) 2" INLET/OUTLET BAG FILTER -1 MICRON (HAYWARD FLT SERIES, PVC, DOUBLE LENGTH W/ TRUE -UNION SOCKET FLGS, EPDM SEALS) \J UNI -STRUT FIBERGLASS ANCHORING SYSTEM (SERIES V OR PU ONLY) (� 8" PVC PIPE W/ MOUNTING FLANGES FOR MOUNTING ITEM C. SECURE TO FLOOR W/ 316 SS ANCHORS, 4 PER BAG FILTER ( 1,100 GALLON DOUBLE WALL HDPE NSOCL STORAGE TANK (SNYDER 5450/5470) W/ BURP LID, MANWAY, 2' FXTENAL DOWNPIPE ASSEMBLY W/ FRP GROUND SUPPORT, 2" TOP INLET, 4" TOP VENT, 2" DRAIN W/ INTERNAL SIPHON LEG, 2" PRODUCT OUTLET, 2' PVC SIGHTGLASS ASSEMBLY, SEISMIC RESTRAINTS) G) 2" TANK DRAIN W/ INTERNAL SIPHON LEG (N) NaOCL FEED PUMPS ASSEMBLY 2" SIGHT GAGE (SEE F) W/ 2" ISOLATION VALVE AT BOTTOM FITTING (7) EYEWASH STATION - HAWS 7361-7461 WITH FOOT TREADLE AND BOWL PROTECTIVE LID FIN. FLOOR EL i SECTION C -C 1/2".1'-0" CORE DRILL WALL AS--� REQUIRED, FILL ANNULAR \ 4" VENT 4" VENT o SPACE W/ SILICONE (TYP' OF 2) \ 2" PVC FILL PIPE \ —1' PVC SUCTION LINE 1" PVC SUCTION LINE �--1"x2"ADAPTER IW ADAPTER V o 0YP.) `j t"PVC � PVC FILL PIP Q / � J U / U r NOZZLE FOR ULTRASONIC LEVEL TRANSDUCER, SIZE a AS REQUIRED (TYP. OF 2) eta, 0 1 TANK #f TANK #2CF f CDIX1;1 CH a`u- !" 2" PVC TO TK #1 (UPPER) 2" PVC TO TK #2 (LOWER) PARTIAL PLAN - BLEACH PIPING N RNAL DOWNPIPE ILY W/ FRP GROUND 4" PVC VENT LINE 4 PVC VENT LINE \ (SEE SPECS,) TO BE DETERMINED IN FIELD I TO BE DETERMINED IN FiELO __ _ _ Y C SUCTION LINE ADAPTER I{TANK #1 ItTANK #2 ,NNN�NN•IIIMlU.M//N �U NS 6„ 2" PVC FILL PIPE j 2" PVC FILL PIPE – ( ; i" PVC SUCTION LINE�G©.-•`..... .. . r-1"xl" TEE .�: • f�N swE •�•.. �'� / • RADE FIN. GRADE �0 I A$ ;�'61L VARIES EL VARIES �- 1$" • LL! Z, 00 so*$ SECTION B -B �°''9�F�SSlo�� . JOHN E. COLLINS, REVISIONS PROJECT FILE NO G N .�U vs C -4 ,N cn .L (0 o N V Q " N 7 � N 4 N I U u. LCL W/ 1 W Q J U WN LL DATE AUGUST2013 SCALE ASSHOWN DRAWNSY ETS DESIGNED BY GAA SHEET M-9 21 OF 48 SHEETS LIST OF MATERIALS IDENTIFIER DESCRIPTION OA 2" CAM & GROOVE ADAPTER W/ DUST CAP (PT COUPLING CO. "TANTAIINE" SERIES) ITEM NUMBERS 3500620 & 3501120 © PVC TRUE UNION BALL VALVE SODIUM HYPOCHLORITE 2" Pn FEED PUMPS CONTROL PANEL (PLASf-O-MATIC MBV-200-EP-S-PV-3-MGV-VETT)b TI PULSATION PRESSURE © 2" INLET/OUTLET BAG FILTER -1 MICRON DAMPENERSWITCH 6"� (HAYWARD FLT SERIES, PVG DOUBLE LENGTH W/ TRUE -UNION SOCKET FUSS, EPDM SEALS) OD UNI -STRUT FIBERGLASS ANCHORING SYSTEM (SERIES V OR PU ONLY) PUMP PUMP CONTROL CONTROL 12" HIGH CURB 8" PVC PIPE W/ MOUNTING FLANGES FOR MOUNTING BOK BOX PRESSURE ITEM C. SECURE TO FLOOR W/ 316 SS ANCHORS, 4 PER GAUGE BAG FILTER Ell OF 1,100 GALLON DOUBLE WALL HDPE NaOCL STORAGE TANK = CO BRNTTON (SNYDER 5450/5470) W/ BURP LID, MANWAY, 2" EXTERNAL HOSE MONITOR A DOWNPIPE ASSEMBLY W/ FRP GROUND SUPPORT, 2" TOP (TYP OF 2) INLET, 4" TOP VENT, 2" DRAIN W/ INTERNAL SIPHON LEG, = TRUE UNION BALL 2" PRODUCT OUTLET, 2" PVC SIGHTGLASS ASSEMBLY, PRESSURE VALVE (TV.) SEISMIC RESTRAINTS) RELIEF VALVE PSV -4+2-1&20 2" TANK DRAIN W/ INTERNAL SIPHON LEG 2 ,RMIPSTAI.TIC PERISTALTIC MP OH NaOCL FEED PUMPS ASSEMBLY •� SKID DRAIN �I 2" SIGHT GAGE (SEE F) W/ 2" ISOLATION VALIR AT BOTTOM h —3" 3 - FITTING (TYP.) TO6fi (NP ) OJ EYEWASH STATION - HAWS 7361-7461 WITH OT TREADLE N FRONT AND BOWL PROTECTIVE LID SECTION D -D N.T.S. PREFABRICATED CO W/ COVER, CONGAS RATED, 10"INSIDE ' DEPTH W/ SOLID CC CORE DRILL WALL P FILL ANULAR SPACE (TYP.) (FO N.T.S. TANK FILL #' TANK FILL #S URB 2" LOCKING BALL VALVE 0 NE CORNER OF BUILDING FOR PUMPOUT (SEE PLAN) TO TANK #1 (UPPER) TO TANK #2 (LOWER) BLOW BELOW NOTE: ALL PIPING SHALL BE SCH 80 PVC. ALL JOINTS TO BE SOLVENT WELDED. MINIMIZE USE OF THREADED JOINTS. PARTIAL PLAN - BLEACH PIPING SECTION A -A 1/2--1'-0" ::�J�.CQttjMS �Y N. c ^ .n) •: � H 161 J� i JOHN E. CCiE��IQP:Q08.t�1G��`�P��• (FILE NO I M7g c%l v M C)co to da V Q t N N 7 nU m U Q u- ry w Q U. , w J U Lu x DATE AUGUST2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY GAA SHEET M -1O 22 OF 48 SHEETS 5'x5' ALUMINUM HATCH (BILCO JD-4AL) SEE DETAIL FOR NaOCI FEED TUBE PIPE CLAMPS AS REQUIRED (4' O.C. MAX.) 4'x4' ALUMINUM HATCH (BILCO 3D-2AL) 4" HOLE CAST IN WETWELL TOP, CENTER HOLE OVER 36" PIPE 1" SCH 80 PVC PIPE (LENGTH AS REQUTA CORE DRILL WALL AS REQUIRED KOR-N-SEAL PIPE TO MH ADAPTER (TYP.) LES, 3" DIA. - SEE DETAIL FOR ACL•CY SPACED FLOW HOLE SIZE/SPACING INV. EL. 7.83 NEW 42" PVC PIPE - 4"DIA. PVC PIPE SECTIOR W/ 4" FL. BOLT TO MH B6 W/ 316 SS ANCHORS (3 M DETAIL - HOLE SIZE/SPACING DETAIL - NaOCI FEED TUBE JOHN E. PHASE 2 PLAI FILL ANULAR SPACE W/ SILICONE 1° SCH 80 PVC FROM NaOCI PUMPS 1" PVC TRUE UNION TOP EL. 21.80 I" SCH 80 PVC NaOCI FEED LINE EL. 17.5 +/- IN CONCRETE TRENCH PRECAST CONCRETE TRENCH, 10"W (INSIDE)x12"D (INSIDE) CONCAST FIBERCRETE H-10 RATED W/ LIGHTWEIGHT COVER (CONCAST FIBERCRETE LTF). PROVIDE END PLATES AS REQUIRED. SET TOP OF COVER 1" ABOVE FIN. GRADE NaOCI FEED LINE PLAN ill" -1'•0" INSTALL ALUMINUM STEPS & HANDRAILS 4" HOLE IN WALL EL. 17.5 NEW 6' DIA. WET WELL •L- NNj, cow IL 7 U 0�1 F" J U LL L.L W U. 0 1 u W Q J U W ry DATE AUGUST 2013 SCALE ASSHOWN DRAWN BY ETy DESIGNED SY GAA SHEET M-11 23 OF 48 SHEETS 10'-6" EXIST, `jar RECLAIMED WAFER FM EXIST , 12"x6" FL. CONCENTRIC � 12" REDUCER NOTE: SEE SHEET C-1 FOR LOCATIONS EXIST, I2"x6" FL, CONCENTRIC OF ALL STRUCTURES PUMP 1 PUMP 2 I PUMP 3 REDUCER NEW 4"x4" TEE — \ r NEW 4" 900 ELL\\ 12" �c 12� NEW 4" FL. GATE \ \ I `D VALVE (TYP. OF 3) \ NEW 4" 900 ELL ,' 36" (MIN.) �\ p i EXIST, 12"A" TLE — O /' �! ' ` •j L _T_ 7A A M-10 f PIPE SUPPORT- % �. M-12 4" FL. FLOW METER (TYP.) /Z 1 j NEW 6"X3" FL. ECCENTRIC - i - NEW 6" FL. GATE VALVE NEW 4" 90° ELL -'� REDUCER (FLAT SIDE DOWN) \4 %�._ �' (TYP. OF 3)° NEW 6 FL. 45 BEND c - t ` (TYP. OF 2) EX151 LT'RECLAIMED RECLAIMED WATER PUMP STATION \' _ �` ,� `'� , i � , � � � ; ____ NEW 6" FL, 900 ELL � �� A�"ER F. E j I PLAN wmw` � � .i _, •, `, v (TYP. OF 3) NI CORE DRILL OR PRECAST OPENING FOR SUCTION PIPING (3 PLACES) /-----NEW 4" FL. FLOW METER SEAL ANNULAR SPACE W/ LINK SEAL NEW 6 NEW 4" FL. GATE VALVE - ;r "x4" TEE ` NEW 6"x4" TEE /—NEW 6"x4" FL. CONCENTRIC NEW VW" FL. CONCENTRIC 6" D.I. -,, REDUCER NEW 4" 900 ELL t REDUCER f NEW 4" 900 ELL NEW 4" FL. GATE ---;- NEW 11J" FL. FILLER NEW 4"x4" TEE -- i VALVE (TYP.) NEW 4" FL. GATE VALVE J NEW 4" FL. CHECK NEW 4"x4" TEE —� VALVE (TYP.) 63 a" PIPE SUPPORT NEW 4"x2" CONC. - �- (TYP-) REDUCER (TYP.) hf� moo+ 0 0 0 0 0 00000 0 `iNilit/HiNlttilyy�,M E. Cott S,, PUMP 1 6" - " PUMP 2 PUMP 3 o a ol °O�� •�....... �A./s a�+s EL , 8.00 - •••� \GENSF ' FIN. GRD. 11.5*+/: L C 12"18" 24" 18" 24" 18" = G5 ' l NEW 12"x4" TEE -- •: T�' 7E )3 ` 30" MIN. _ 10'-6" _ - •► = �0 �•c� •: Q r NEW 12" RECLAIMED - �� I SECTION A -A o ,y�,�Fs • CR I D P WATER FM �.� 1"=1'-0" (LOOKING EAST) JOHN E. l� PHASE 2 - RECLAlWFVW0NRt PUMP STATION PLAN & SECTION M T �� ymycc� LLi�vj6 C 0 e Vo, co V Q r > N 'i f" J U Q LL W J U W w DATE AUGUST2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY OAA SHEET M-12 24 OF 48 SHEETS 2.8--g- 2,V-O" 6--0„ 24 0" NEW 5,000 GALLON HYDROPNEUMATIC TANK SELF CONTAINED AIR VOLUME CONTROLLER & COMPRESSOR NEW 12" RECLAIMED WATER � - HYDROPNEUMATICPLAN 112"•1'-0" \ L"I NEW 12" RECW�•�� .,,,�"�. nv. a MARAiAiCfl NEW CONC. SLAB CONNECT TO N0ZZLE OFHYDROTANK NEW 6" GV WI ABOVE GRADE OPEN NEW 6" M190" ELL (ABOVE) NEW 6" M7 90" ELL (BELOW) NEW 12"x6" TEE SECTION A -A .^ EL. KO +/- JOHN E. N (Ny m L U a N N J M �b G O e Y �n a � ` U /L 1 J U Q W �- j SW 1 Q J U W DATE AUGUST 2013 SCALE ASSHOWN DRAWN BY ETB DESIGNED BY Gm SHEET M-13 25 OF 48 SHEETS COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES +15.6 +13.3 +12.3 1 -38.3 -35.1 -35.1 2 -64.3 -48.4 -41,6 3 -96.8 -58.2 -41.6 16 & 26 -55,2 -53.0 -52.0 30 -91.0 -45.6 -26.0 WALLS ZONE 10 SF 100 SF 500 SF 4 +35.1 +29.9 +28,3 -38.0 -32.8 -29.2 5 +35.1 +29.9 +25.3 -48.8 -36.5 -29,2 NOTES, 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT SF TRIBUTARY AREA SHOWN, FOR OTHER UTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR LOCATION R ZONES. G_5'-0" STRUCTURAL ABBREVIATIONS A NUMBER OR POUND EXT EXTERIOR R OR RAD RADIUS 1 ROUND R DIAMETER EW EACHWAY RD ROUND REFERENCE o SQUARE PB FLAT BAR REF REINFORCEMENT) & AND FD FLOOR DRAM REINF REQUIRE REQUIRED 0 AT FDN FOUNDATION' REQ RETAINING ALUM ALUMINUM FF FINISH FLOOR READ REVISION AR ANCHOR ROD FLR FLOOR RET ARCH ARCHITECTURE FTG FOOTDNO REV ABBY ASSEMBLY FS PAR SIDE SCHED SCHEDULE B. BOTTOM OF GA GAGE SECT SECTION BETWN BETWEEN GALV GALVANIZED SIM SIMILAR BOT BOTTOM GC GENERAL CONTRACTOR SPEC SPECIFICATION BM BEAM SQ SQUARE BLDG BUILDING HOT HEIGHT STO STANDARD BPL BASEPLATE HORIZ HORIZONTAL STIFF STIFFENER BRO BEARINO HSA 14FADED STUD ANCHOR STL STEEL C TOC CENTER TO CENTER HT MONT STIR STRAIGHT CANT CANTILEVER IF INSIDE FACE STRUCT STRUCTURAL CJ CONSTRUCTION JOINT INT INTERIOR SYM SYMMETRICAL Q R CL CENTER LINE JT JOINT T&B TR AND BOTTOM CLR CLEAR LB POUND T/ TOP OF CMU CONCRETE MASONRY UNIT LO LONG T/U PANEL TILT -UP PANEL COL COLUMN LLH LONG LEG HORIZONTAL TE THICKENED EDGE CONC CONCRETE LLV LONG LEG VERTICAL THX THICK CONN CONNECTION LSH LONGSIDE HORIZONTAL THRD THREADED CONST CONSTRUCTION LSV LONG SIDE VERTICAL TR.ANSV TRANSVERSE CONT CONTINUOUS TS THICKENED SLAB CONTR CONTRACTION MANUF MANUFACTURER TYP TYPICAL CTR CENTER MAIL MATERIAL CTRD CENTERED MAX MAXIMUM UON UNLESS OTHERWISE NOTED MECH MECHANICAL VER VERIFY DBA DEFORMED BAR ANCHOR MIN IIGNMUM VERT VERTICAL DEFL DEFLECTION DET DETAIL MISC MISCELLANEOUS W/ WITH DIAD DIAGONAL NLC NOT IN CONTRACT W/0 WITHOUT - DIA DIAMETER NO NUMBER WS WATER STOP DIFF DIFFERENT NTS NOT TO SCALE WWF WELDED WIRE FABRIC DIM DIMENSION GENERAL SYMBOLS DO DITTO NS NEAR NIDE DWO DRAWING OC ON CENTER OD OUTSIDE DIAMETER PLAN, SECTION R DETAIL NO. EA EACH! "SHEET NUMBER EF EACH FACE OF OUTSIDE FACE IU EXPANSION JOINT 0/0 OUT TO OUT & NORTH ARROW TTI, ELEVATION OPNO OPENING h' EL.EC ELECTRICAL RP OPPOSITE ELBV ELEVATOR PERP PERPENDICULAR O� KEYED NOTE TO PLAN BNOR ENGINEER R R PL PLATE ECJ EQUAL PNL PANEL G FOUNDATION TYPE EQTBP EQUIPMENT PREFAB PREFABRICATED REVISION NUMBER VMST EXISTING PSF POUNDS PER SQUARE FOOT�, I= IDEPANSION PSI POUNDS PER SQUARE INCH QTY QUANTITY FOOTING STEP COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES +15.6 +13.3 +12.3 1 -38.3 -35.1 -35.1 2 -64.3 -48.4 -41,6 3 -96.8 -58.2 -41.6 16 & 26 -55,2 -53.0 -52.0 30 -91.0 -45.6 -26.0 WALLS ZONE 10 SF 100 SF 500 SF 4 +35.1 +29.9 +28,3 -38.0 -32.8 -29.2 5 +35.1 +29.9 +25.3 -48.8 -36.5 -29,2 NOTES, 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT SF TRIBUTARY AREA SHOWN, FOR OTHER UTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR LOCATION R ZONES. G_5'-0" WIND PRESSURE DIAGRAMS SCALE: NTS DESIGN CRITERIA DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. CONCRETE (DESIGN PER CURRENT EDITION ACI 318) ALLCONCRETE........... ........................................ .................................. ..... F'C- 4000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60, REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SMALL BE ASTM A706. ALL WELDED WIRE FABRIC ASTM A185 UNLESS OTHERWISE NOTED (UON) ON THE DRAMNO& MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS................................................................................................................ 3' MATS AND WALLS {EXPOSED TO EARTH. LKN1W OR WEATHER) ............................. 2' SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID R WEATHER) ..................... ALL REINFORONO SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WTIH CRSI MANUAL OF STANDARD PRACTICE AND AO 315 DURING THE PLACING OF THE CONCRETE ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK UNLESS OTHERWISE NOTED. DOWELS FROM FOUNDATIONS R SLABS TO WALLS SHALL MATCH WALL RDNFRCIN% UNLESS OTHERWISE NOTED. NOTOCI.FIDOWELS C LS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT PROVIDE NP CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. ALL CONCRETE MIXES SHALL BE PROPORTIONED BY THE FIELD EXPERIENCE METHOD R THE LABORATORY TRIAL METHOD IN ACCORDANCE NIR ACI 31& MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. . IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, R UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A ARE OF (1) VERTICAL TO TWO (2) HORIZONTAL. FASTENERS EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2 R APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE R SOLID ROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILT[ HIT -MY 200 CARTRIDGE SYSTEM, SIMPSON STRONG -TIE AT -XP R APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON, HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY FUNCTIONAL ING OUT AP (EXCEPT WHEREBRUSH PERNTTED WHED BLOWN N USING AAIR HILTIUSING SAFE SET HTEZSANCHOR WITH A ROD OR HILTI HOLLOW DRILL BIT W/ VACUUM). INSTALLATION SHALL BE IN ACCORDANCE NTH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER, ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR APPROVED EQUAL, UO . EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1' R A VERTICAL MORTAR JOINT, CLEAN HOLE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. SCREW ANCHORS SHALL BE HILTI KINK HUS -EZ, SIMPSON STRONG -TIE TITEN HD R APPROVED - EQUAL, UON. EMBEDMENT N CONCRETE R SOLID ROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157' DIAMETER HILTI X -U, SIMPSON STRONG -TIE PDPA R EQUAL, UON. EMBED MIN 1-1/4' INTO CONCRETE AND CMU, DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. HANDRAILS AND STAIR RAILS SHALL BE DESIGNED TO WITHSTAND A 200/ CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY PONT ON THE TR RAIL, HANDRAILS AND STAIR RAILS SHALL ALSO BE DESIGNED TO WTHSTAND A LOAD OF 5D//FT APPLIED HORIZONTALLY TO THE TR RAIL THE 200# HANDRAILSLOAD WILL NOT BE SHALL BE DESIGNED TO WITHSTAND A LORAD OF ED SIMULTANEOUSLY lOOf/FT APPLIED VERTICALLY THE 6D#/FT UOAO- IN THE DOWNWARD TO THE TOP RAIL AND SIMULTANEOUSLY NTH THE SON/FT HORIZONTAL LOAD, THE 10011/FI VERTICAL LOAD DOES NOT APPLY TO STAIR RAILS. STAIRS SHALL BE DESIGNED TO WITHSTAND THE LOADS DEFINED IN THE DESIGN CRITERIA. THE MANUFACTURER SHALL SUBMIT SIGNED AND SEALED CALCULATIONS AND SHR DRAWINGS TO ME ENGINEER FOR APPROVAL POST SPACING SHALL BE A MAXIMUM OF W-0', POSTS AND RAIUNOS SHALL BE A MINIMUM OF 1A' SCHEDULE 40 ALUMINUM PIPE ALLOY 5105-T5, ASTM -2-429 R ASTM -9-221, THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTING& COMPONENTS THAT ARE PR -RIVETED R CLUED AT THE JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY FASTENED MTH STAINLESS STEEL HARDWARE. HANDRAIL AND COMPONENTS SHALL BE AS MANUFACTURED BY THOMPSON FABRICATING COMPANY (BIRMINGHAM, ALABAMA) OR APPROVED EQUAL POSTS SHALL NOT INTERRUPT THE CONTINUATION R THE TOP RAIL AT ANY POINT ALONG THE RARINSHALL BE SMOOTH AND SINCLUDING SHHALL AND D TERMINATIONS. THE TOP NOT BEINTERRUPTED BY PROJECTEDRFACE FITTNGS THE TOP RAILING THE MIDRAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 2001 SAS S<NE7IMWUPROVIDE LOOSENIND. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION FOR THE PHYSICAL TESTS FROM A LABORATORY TO CONFIRM COMPLIANCE TOE PLATE SHALL BE A MINIMUM OF 4' HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO ME POSTS MIN CLAMPS WHICH WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN POSTS, TOE PLA11S SHALL BE SET (' ABOVE THE WALKING SURFACE. FINISH SHALL BE ALUMINUM ASSOCIATION 1410-022-A41 215-R7). THE PIPE SHALL BE PLASTIC -WRAPPED, THE PLASTIC WRAP IS TO BE REMO AFTER ERECTION, ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT R DISSIMILAR METALS WILL BE PROTECTED WITH A CAT OF BITUMINOUS PAINT, MW ISOLATORS R OTHER APPROVED MATERIAL a1 LEMENTARV Mm EXCESSIVE STRESSES D NE HOLD STRUCTURAL ELEMENTS IN PLACE DURINGG CONSTRUCTION. ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANSTTHEYOID STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE MTN THE CONTRACT DOCUMENTS. MCVEIGH & MAN" ENGINEERING, INC OR ANY OF NYS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS, TECHNIQUES, PROCEDURES OR SEOUENCES FOR FFOOR THE FAAIE ACTS ILLURE OFANY OF THEOF THE M TO CARRY OUTOR ANY OTHER THE WORN IN ACCORDANCSONS ER`MING THE WORK, TH THE CONTRACT DOCUMENTS, VERIFY ALL DIMENSIONS WITH MECHANICAL DRAWING& SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAMNO& ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL. ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED NTH EQUIPMENT PURCHASED BEFORE PROCEEDING MTN STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK WORE PROCEEDING WITH FABRICATION AND CONSTRUCTION, ANENGINEER ANY ENGINEERING DESIGN RED IN STATE OF THE PROVIDED BY OTHERS AND PROSUT.I� FOR RENEW SHALL BEAR THE SEAL OF GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHR DRAWINGS PRIOR TO SUBMITTAL TO ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHR DRAWING STAMP R HAVE BEEN MERELY 'RUBBER STAMPED' SHALL BE RETURNED WITHOUT RE`AEW. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLDUDED R SIR RAVINGS R REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOW EDGED BY THE ENGINEER. SHR DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENT& spr .CI!`I-....,.�ATiRg CONCRETE WORK IIHALL TO THE REQUIREMENTS OF ACI 301- STRUCTURAL CONCRETE FOR B)ILDINGS'. (LATEST EDITION), EXCEPT AS MODIFIED ByTTHEFR VI REQUIREMENTS OF THE CONTRACT DOCUMENT& (D O O O O O 20 O O O TYP. (NOTE##) O O O WIND PRESSURE DIAGRAMS SCALE: NTS DESIGN CRITERIA DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. CONCRETE (DESIGN PER CURRENT EDITION ACI 318) ALLCONCRETE........... ........................................ .................................. ..... F'C- 4000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60, REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SMALL BE ASTM A706. ALL WELDED WIRE FABRIC ASTM A185 UNLESS OTHERWISE NOTED (UON) ON THE DRAMNO& MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS................................................................................................................ 3' MATS AND WALLS {EXPOSED TO EARTH. LKN1W OR WEATHER) ............................. 2' SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID R WEATHER) ..................... ALL REINFORONO SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WTIH CRSI MANUAL OF STANDARD PRACTICE AND AO 315 DURING THE PLACING OF THE CONCRETE ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK UNLESS OTHERWISE NOTED. DOWELS FROM FOUNDATIONS R SLABS TO WALLS SHALL MATCH WALL RDNFRCIN% UNLESS OTHERWISE NOTED. NOTOCI.FIDOWELS C LS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT PROVIDE NP CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. ALL CONCRETE MIXES SHALL BE PROPORTIONED BY THE FIELD EXPERIENCE METHOD R THE LABORATORY TRIAL METHOD IN ACCORDANCE NIR ACI 31& MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45. . IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, R UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A ARE OF (1) VERTICAL TO TWO (2) HORIZONTAL. FASTENERS EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2 R APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE R SOLID ROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILT[ HIT -MY 200 CARTRIDGE SYSTEM, SIMPSON STRONG -TIE AT -XP R APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON, HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY FUNCTIONAL ING OUT AP (EXCEPT WHEREBRUSH PERNTTED WHED BLOWN N USING AAIR HILTIUSING SAFE SET HTEZSANCHOR WITH A ROD OR HILTI HOLLOW DRILL BIT W/ VACUUM). INSTALLATION SHALL BE IN ACCORDANCE NTH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER, ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR APPROVED EQUAL, UO . EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1' R A VERTICAL MORTAR JOINT, CLEAN HOLE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. SCREW ANCHORS SHALL BE HILTI KINK HUS -EZ, SIMPSON STRONG -TIE TITEN HD R APPROVED - EQUAL, UON. EMBEDMENT N CONCRETE R SOLID ROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157' DIAMETER HILTI X -U, SIMPSON STRONG -TIE PDPA R EQUAL, UON. EMBED MIN 1-1/4' INTO CONCRETE AND CMU, DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. HANDRAILS AND STAIR RAILS SHALL BE DESIGNED TO WITHSTAND A 200/ CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY PONT ON THE TR RAIL, HANDRAILS AND STAIR RAILS SHALL ALSO BE DESIGNED TO WTHSTAND A LOAD OF 5D//FT APPLIED HORIZONTALLY TO THE TR RAIL THE 200# HANDRAILSLOAD WILL NOT BE SHALL BE DESIGNED TO WITHSTAND A LORAD OF ED SIMULTANEOUSLY lOOf/FT APPLIED VERTICALLY THE 6D#/FT UOAO- IN THE DOWNWARD TO THE TOP RAIL AND SIMULTANEOUSLY NTH THE SON/FT HORIZONTAL LOAD, THE 10011/FI VERTICAL LOAD DOES NOT APPLY TO STAIR RAILS. STAIRS SHALL BE DESIGNED TO WITHSTAND THE LOADS DEFINED IN THE DESIGN CRITERIA. THE MANUFACTURER SHALL SUBMIT SIGNED AND SEALED CALCULATIONS AND SHR DRAWINGS TO ME ENGINEER FOR APPROVAL POST SPACING SHALL BE A MAXIMUM OF W-0', POSTS AND RAIUNOS SHALL BE A MINIMUM OF 1A' SCHEDULE 40 ALUMINUM PIPE ALLOY 5105-T5, ASTM -2-429 R ASTM -9-221, THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTING& COMPONENTS THAT ARE PR -RIVETED R CLUED AT THE JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY FASTENED MTH STAINLESS STEEL HARDWARE. HANDRAIL AND COMPONENTS SHALL BE AS MANUFACTURED BY THOMPSON FABRICATING COMPANY (BIRMINGHAM, ALABAMA) OR APPROVED EQUAL POSTS SHALL NOT INTERRUPT THE CONTINUATION R THE TOP RAIL AT ANY POINT ALONG THE RARINSHALL BE SMOOTH AND SINCLUDING SHHALL AND D TERMINATIONS. THE TOP NOT BEINTERRUPTED BY PROJECTEDRFACE FITTNGS THE TOP RAILING THE MIDRAIL AT A CORNER RETURN SHALL BE ABLE TO WITHSTAND A 2001 SAS S<NE7IMWUPROVIDE LOOSENIND. THE MANUFACTURER IS TO DETERMINE THIS DIMENSION FOR THE PHYSICAL TESTS FROM A LABORATORY TO CONFIRM COMPLIANCE TOE PLATE SHALL BE A MINIMUM OF 4' HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO ME POSTS MIN CLAMPS WHICH WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN POSTS, TOE PLA11S SHALL BE SET (' ABOVE THE WALKING SURFACE. FINISH SHALL BE ALUMINUM ASSOCIATION 1410-022-A41 215-R7). THE PIPE SHALL BE PLASTIC -WRAPPED, THE PLASTIC WRAP IS TO BE REMO AFTER ERECTION, ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT R DISSIMILAR METALS WILL BE PROTECTED WITH A CAT OF BITUMINOUS PAINT, MW ISOLATORS R OTHER APPROVED MATERIAL a1 LEMENTARV Mm EXCESSIVE STRESSES D NE HOLD STRUCTURAL ELEMENTS IN PLACE DURINGG CONSTRUCTION. ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANSTTHEYOID STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE MTN THE CONTRACT DOCUMENTS. MCVEIGH & MAN" ENGINEERING, INC OR ANY OF NYS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS, TECHNIQUES, PROCEDURES OR SEOUENCES FOR FFOOR THE FAAIE ACTS ILLURE OFANY OF THEOF THE M TO CARRY OUTOR ANY OTHER THE WORN IN ACCORDANCSONS ER`MING THE WORK, TH THE CONTRACT DOCUMENTS, VERIFY ALL DIMENSIONS WITH MECHANICAL DRAWING& SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAMNO& ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL. ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED NTH EQUIPMENT PURCHASED BEFORE PROCEEDING MTN STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK WORE PROCEEDING WITH FABRICATION AND CONSTRUCTION, ANENGINEER ANY ENGINEERING DESIGN RED IN STATE OF THE PROVIDED BY OTHERS AND PROSUT.I� FOR RENEW SHALL BEAR THE SEAL OF GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHR DRAWINGS PRIOR TO SUBMITTAL TO ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHR DRAWING STAMP R HAVE BEEN MERELY 'RUBBER STAMPED' SHALL BE RETURNED WITHOUT RE`AEW. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLDUDED R SIR RAVINGS R REQUESTED IN WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOW EDGED BY THE ENGINEER. SHR DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENT& spr .CI!`I-....,.�ATiRg CONCRETE WORK IIHALL TO THE REQUIREMENTS OF ACI 301- STRUCTURAL CONCRETE FOR B)ILDINGS'. (LATEST EDITION), EXCEPT AS MODIFIED ByTTHEFR VI REQUIREMENTS OF THE CONTRACT DOCUMENT& SS BET SCREWS, SIDE SUPPORT 0 TOP SUPPORT CONIC, WALL CONC, WALL DETAIL S0.1 SCALE, NTS McVEIGH & MANGUM S N G I N B E. It I N G. I NC GENERAL NOTES & SPECIFICATIONS 13M REVISIONS NO N N_ Rn V N ry N 4 G) J GO o C y� u C 0 ( G N O N N N 7 rn U - J_ UQ- I..i. `W I Q 0 1 0 SW J U W ry ATE AUG 15, 2013 CALE AS SHOWN RAWN BY AGO ESIGNED BY TWO MEET SO.1 26 OF 48 SHEETS - _-- - 1XJ"i ALUM PIPE RAIUNO 1}4'0 ALUM TYP. (NOTE##) PIPE RAIUNO TYP. (NOTE/1) _ %'0 ALUM POST TYP,� 174TH ALUM POST TYP, -`- --- (NOTE/2) ALUM TOEBOARD CLAMP/STRAP W/ ALUM. PLYM°x4' 2- )4"P BOLTS TOEBOARD ON INSIDE 8" ALUM BABE FLANGE FACERAIL BY RAIL (F MFG, SS BOLTS BY ALUM SIDE MOUNT v 'OSS 'O RAIL MFG. BRACKET W/ BOLTS ALUM. SIDE MOUNT & 2 SS SET SCREWS BY RAIL BRACKETS, TYP, MFG. SS BET SCREWS, SIDE SUPPORT 0 TOP SUPPORT CONIC, WALL CONC, WALL DETAIL S0.1 SCALE, NTS McVEIGH & MANGUM S N G I N B E. It I N G. I NC GENERAL NOTES & SPECIFICATIONS 13M REVISIONS NO N N_ Rn V N ry N 4 G) J GO o C y� u C 0 ( G N O N N N 7 rn U - J_ UQ- I..i. `W I Q 0 1 0 SW J U W ry ATE AUG 15, 2013 CALE AS SHOWN RAWN BY AGO ESIGNED BY TWO MEET SO.1 26 OF 48 SHEETS FOUNDATION PLAN 1`18,., SCALE: 7/6" - i'-0" PLAN NOTES: 1) SEE CIVIL DINGS FOR ELEVATIONS, 2) SEE DETAIL 3/S2.1 FOR THICKENED SLAB TYP UON. 3) SEE SHEET SO.1 FOR DESIGN CRITERIA AND GENERAL NOTES. 4) SEE 1/SO.1 FOR HANDRAIL/GUARDRAIL DETAILS, FILE NO I N c N N JN LD f+) J pp77 o C G) GGA CC W c>Y 6 0 t N N � O I _J U Q LL W Q o1 a W Q J U W ry DATE AUG 15, 2013 SCALE AS SHOWN DRAWN BY AGO DESIGNED BY TWO SHEET Si.' 27 OF 48 SHEETS i, i SEE DETAIL I 2.1 FOR HYDROPNEUMATIC TANK SUPPORT STRUCTURE I NEW HYDROPNEUMATIC TANK I r - I - - - TD E SLA 12' CONCRETE SLAB ON GRADE ' PRE-ENGINEERED RE CAT SODIUM I I I I i - GRADE RE %�14 REINFORCEDW/#5 B HYPOCHLORITE 1 I 1 BARS O 12" OC EA WAY OO & BOTTOM EACH WAV / BUIt01NG, ABOVE COMPACTED FP L,. ;: ABOVE COMPACTED FILL i ir ---------1 `---------------------------------- 1 IlJ I - B iI S2.1 3 I` I L-----------� IL 4:-j .. ... SEE 'M" SHEETS FOR 3 I SEE "M' SHEET - MINIMUM DIMENSION S2.1 , -0F PAD RECLAIMED WATER ' --PUMP STATION PAD, i I RIBBON i. FOUNDATION j UNDER PRE CAST SEE 'M" SHEET 'I I I I� I I I FOUNDATION PLAN 1`18,., SCALE: 7/6" - i'-0" PLAN NOTES: 1) SEE CIVIL DINGS FOR ELEVATIONS, 2) SEE DETAIL 3/S2.1 FOR THICKENED SLAB TYP UON. 3) SEE SHEET SO.1 FOR DESIGN CRITERIA AND GENERAL NOTES. 4) SEE 1/SO.1 FOR HANDRAIL/GUARDRAIL DETAILS, FILE NO I N c N N JN LD f+) J pp77 o C G) GGA CC W c>Y 6 0 t N N � O I _J U Q LL W Q o1 a W Q J U W ry DATE AUG 15, 2013 SCALE AS SHOWN DRAWN BY AGO DESIGNED BY TWO SHEET Si.' 27 OF 48 SHEETS plri Nee I TANTANK K SUPPORT SUPPORT 18'-0" VERIFY W/MFG _ 6" 8' 4 52.1 HYDROPNEUMATIC TANK SUPPORT PADS 52.1 SCALE: NTS DETAIL ^" cCALE: NTS ///--- 6' SLAB ON GRADE / REINFORCE W/ US / W2.1zW2.7 WWF ABOVE COMPACTED FILL. _TA IKSUPPOR I I )J' EJ MATERIAL NO IL Y�I50,2" ` /� / 1-D• O fn 1[I ( N (N ( I_-_-_____-_— --- I I -"---__.—_—__I--- I I ( I - I ----I 15012" EA FACE B/TANK (SEE •- SHEETS) n 0 C N iO4 `- N J 2 DETAIL52., 4 52.1 HYDROPNEUMATIC TANK SUPPORT PADS 52.1 SCALE: NTS DETAIL ^" cCALE: NTS ///--- 6' SLAB ON GRADE / REINFORCE W/ US / W2.1zW2.7 WWF ABOVE COMPACTED FILL. _TA IKSUPPOR I I )J' EJ MATERIAL NO '. IL Y�I50,2" ` /� / 1-D• O fn 1[I N N (N I TOP&BOT 3-14 CONT W/ 15012" EA FACE B/TANK (SEE •- SHEETS) n 0 C N iO4 `- N Qt' 2 DETAIL52., U - TANK, SEE 'M" SHEETS SCALE: NTSN ID V 2 J N SCALEI HIS I v flNISH GRADE __, ^� T/WALL. G) D3 3II g y • CONC SLAB, I SEE PLAN N01 s 04 uOlTyp \ SEE PLAN W< 'Oo C OJ LL. UJ Tp m 6j TANK CONNECTION BY MFG / CONIC SLAB, SEE 3/52, y +.'_^ y •V D) '. IL Y�I50,2" ` /� / 1-D• O fn 1[I N (IR 4'-D' EA WAV ._O, (MIN) J_ TOP&BOT 3-14 CONT W/ n 0 DETAIL 13036" TRANSV Qt' 2 DETAIL52., U - TANK, SEE 'M" SHEETS SCALE: NTSN ry SCALEI HIS v n T/WALL. SEE 'M' SHEETS �E:AIL NTS 52.7 SCALE: NTS � IL 1 J_ Qt' PRE -CAST WALL, BEE SPECS. U - TANK, SEE 'M" SHEETS ry W �I Q 04 W< TANK CONNECTION BY MFG / CONIC SLAB, SEE PLAN SEE MEI -11 yid://?\�`uj :405 BARS 14 BARS W/1 0 2A' OC, 2'-0" DATE AUG 15, 2013 McVEIGH & MANGUM SCALE AS SHOWN ENGINEERING -INC DRAWN BY 6 DETAIL 9"3 A,ckzavville, FleHda 32256 AGO $2., SCALE: HIS )03.5.Skme (90063y Ph: (904)463.7]00 Pa•+ (904)63&6770 CA 6]30 evmiL �wllf�MMeighMongum.o f Nu.: 32737 DESIGNED BY rw 'nG Eno. ofRaoN: Tim N.Owm Li<eme SHEET S2.1 SECTIONS & DETAILS 28 of 48 SHEETS --•„P101 ELECTRICAL FEEDER CONDUIT "P101" (SEE CONDUIT LEGEND MCP �1 CIRCUIT BREAKER (FRAME SIZE/TRIP RATING - LOAD CALCULATIONS AND CABLE SCHEDULE) 100 "MCP" MOTOR CIRCUIT PROTECTOR) AMPS CONDUIT RUNS CONCEALED FVNR MAGNETIC TYPE COMBINATION MOTOR STARTER, 156 AMPS PLANT BLOWER 2 NEMA SIZE AS INDICATED ("FV" FULL VOLTAGE, -------- CONDUIT RUNS EXPOSED AMPS "RV" REDUCED VOLTAGE, "SS" SOLID STATE, AERATION PUMP 2 10 HP 14 SIZE 3 "NR" NON -REVERSING, "R" REVERSING, "2S" TWO 125 CONDUIT RUNS IN DUCT BANKS OR BELOW 156 SPEED, "IW' ONE WINDING, "2W" TWO WINDING) PLANT BLOWER 4 GRADE HP 156 0 CONDUIT TURNING UP VFD VARIABLE FREQUENCY DRIVE - CONDUIT TURNING DOWN 'y �t MOTOR (NUMERAL INDICATES HORSEPOWER - 156 AMPS 15j/ "H" SPACE HEATER, "T" WINDING THERMOSTAT, HP CHANGE IN CONDUIT ELEVATIONS USING AMPS "M" MOISTURE DETECTOR) TOTAL MOTOR LOAD CONDUIT OUTLET BODIES. AMPS EFFLUENT PUMP 1 60 CONDUIT TERMINATED WITH WATERTIGHT CABLE CONNECTOR rr POTENTIAL TRANSFORMER; CURRENT TRANSFORMER MAIN LIFT STATION PUMP 2 BRANCH CIRCUIT HOMERUN (ARROWS DENOTE .R PILOT LIGHT ("A" AMBER, "B" BLUE, "C" CLEAR, "G" GREEN, "R" RED, "W" WHITE) �t-�--� PANEL CIRCUITS, STROKES DENOTE CONDUCTORS. MOTOR DEMAND FACTOR 100 f NO STROKES INDICATES 3/4" CONDUIT WITH TWO NO.12 CONDUCTORS & ONE NO.12 GND.) OA ALARM SIGNAL OR ANNUNCIATOR POINT 77 MANHOLE, HANDHOLE, OR PULL BOX AS O ELECTRICAL INTERLOCK ---— INDICATED ("P" POWER, "C" CONTROL, AMPS DISTRIBUTION CONVEYOR 2 "T" TELEPHONE, "E" EXISTING) O KIRK KEY MECHANICAL INTERLOCK ®W TYPICAL WIRING DEVICE NOTATIONS ("W" WEATHERPROOF OR "X" EXPLOSION PROOF ® ASSOCIATED DEVICE "REMOTE" FROM MOTOR 5 DEVICE CONNECTED TO CIRCUIT "5". HP CONTROL CENTER OR CONTROL PANEL AMPS ENCLOSING SQUARE DENOTES FLOORBOX) F 0 R FORWARD/OFF/REVERSE SELECTOR SWITCH ® RECEPTACLE 30 CONTROL STATION © SPECIAL PURPOSE OUTLET H L 0 A HIGH/LOW/OFF/AUTO SELECTOR HP 27 AMPS SWITCH CONTROL STATION !�J JUNCTION BOX H0 A HAND/OFF/AUTOMATIC SELECTOR SWITCH 40 SINGLE POLE SWITCH CONTROLS FIXTURES "b" 52 CONTROL STATION FILTER 1 BACKWASH PUMP MARKED ("2" 2 POLE, "3" 3 WAY, "T" TIMESTOPjSTART SWITCH, "M" MANUAL MOTOR STARTER) PB PBL MOMENTARY TYPE PUSHBUTTON AMPS 2 VALVE V-2-2 1 HP CONTROL STATION ("L" LOCKING DEVICE) ® A(LANE VOLCH TAGE ON-OFF-AUTOTHERMOSTATTYPE NOTED). PBM STOP/START MAINTAIN TYPE PUSHBUTTON 40 AMPS FILTER 1 DRIVE CONTROL STATION HP SAFETY DISCONNECT SWITCH (AMPERAGE RATING/POLES/FUSE RATING - "NF" SO SAFE OFF MOMENTARY PUSHBUTTON TOTAL CONNECTED LOAD NON-FUSED, "DT" DOUBLE -THROW) AMPS CONTROL STATION WITH LOCKING DEVICE 30 HP t�A A5 AMMETER AND AMMETER SWITCH a INTERCOM OUTLET ( ETM HOURS OF OPERATION; ELAPSED TIME METER N TELEPHONE OUTLET pF POWER FACTOR METER ^-^+^ TELEPHONE BACKBOARD O VS VOLTMETER AND VOLTMETER SWITCH _1111111L LOW VOLTAGE PANELSOARD FILTER 2 DRIVE 1.5 HP 3 O WATTMETER ymn HIGH VOLTAGE PANELSOARD AA AUTOMATIC ALTERNATOR E TYPICAL LIGHTING FIXTURE NOTATIONS (TYPE "E" 5 AMPS OFFSITE RECLAIMED PUMP CONNECTED TO CIRCUIT "2" AND SWITCH "b". CM CONTROL MODULE �—� SHADING DENOTES EMERGENCY UNIT. BRACKET DENOTES WALL MOUNTING) CR CONTROL RELAY 246 FLUORESCENT FIXTURE GF GROUND FAULT PROTECTION SYSTEM ❑ F0 H.I.D. FIXTURE LA LIGHTNING ARRESTOR O b INCANDESCENT FIXTURE PM POWER MONITOR LS LEVEL SWITCH SP STEPPING PROGRAMMER ZS LIMIT SWITCH TD TIME DELAY RELAY PS PRESSURE SWITCH LC LEVEL CONTROLLER SV SOLENOID VALVE OL OVERLOAD DEVICE TS TEMPERATURE SWITCH PC PRESSURE CONTROLLER FLS FLOW SWITCH SC SPEED CONTROLLER 100 ALARM HORN4 1 HP TIME CLOCK (CYCLE TIME/TYPE/MIN. SETTING - TC "AC" ADJUSTABLE CYCLE, "M" MOMENTARY, "P" "RC" REFERENCE TO NOTE "�I" 1 PULSE, REPEAT CYCLE) EXISTING MCC1 CONNECTED LOAD CALCULATIONS EXISTING MCC2 CONNECTED LOAD CALCULATIONS EXISTING MCC3 CONNECTED LOAD CALCULATIONS POND AERATION PUMP 1 10 HP 14 AMPS PLANT BLOWER 1 125 HP 156 AMPS PLANT BLOWER 2 125 HP 158 AMPS POND AERATION PUMP 2 10 HP 14 AMPS PLANT BLOWER 3 125 HP 156 AMPS PLANT BLOWER 4 125 HP 156 AMPS 27 AMPS AER TANK 1 MIXER M-1-4 PLANT BLOWER 5 125 HP 156 AMPS MAIN LIFT STATION PUMP 1 30 HP 40 AMPS MCC1 TOTAL MOTOR LOAD 28 AMPS EFFLUENT PUMP 1 60 HP 77 AMPS MAIN LIFT STATION PUMP 2 30 HP 40 AMPS MCC1 MOTOR DEMAND FACTOR 100 f EFFLUENT PUMP 2 60 HP 77 AMPS MAIN LIFT STATION PUMP 3 30 HP 40 AMPS DISTRIBUTION CONVEYOR 2 HP 4 EFFLUENT PUMP 3 60 HP 77 AMPS REUSE PUMP 1 20 HP 27 AMPS MCC1 MOTOR PEAK DEMAND 28 AMPS RAS PUMP 1 30 HP 40 AMPS REUSE PUMP 2 20 HP 27 AMPS LIGHTING PANEL A 15 KVA 18 AMPS RAS PUMP 2 40 HP 52 AMPS FILTER 1 BACKWASH PUMP 15 HP 21 AMPS 2 VALVE V-2-2 1 HP 2 AMPS GRINDER 1 WAS PUMP 1 30 HP 40 AMPS FILTER 1 DRIVE 1.5 HP 3 AMPS MCC1 TOTAL CONNECTED LOAD 46 AMPS WAS PUMP 2 30 HP 40 AMPS FILTER 2 BACKWASH PUMP 15 HP 21 AMPS 1 H 2 AMPS MCC5 TOTAL MOTOR LOAD CL2 INDUCTOR 3 HP 5 AMPS FILTER 2 DRIVE 1.5 HP 3 AMPS x AER TANK 3 MIXER M-3-4 1 HP S02 INDUCTOR 1 3 HP 5 AMPS OFFSITE RECLAIMED PUMP 50 HP 65 AMPS MCC5 MOTOR PEAK DEMAND 246 S02 INDUCTOR 2 3 HP 5 AMPS LIGHTING PANEL L5 30 KVA 36 AMPS AER TANK 4 PUMP P-4-1 5 HP 8 AMPS SECONDARY CLARIFIER 1 0,75 HP 2 AMPS MCC3 TOTAL MOTOR LOAD 2 HP 4 AMPS 599 AMPS 282 AMPS AER TANK 4 MIXER M-4-2 SECONDARY CLARIFIER 1 0.75 HP 2 AMPS MCC3 MOTOR DEMAND FACTOR 100 °d 1 HP 2 AMPS MCC2 TOTAL MOTOR LOAD 890 AMPS MCC3 MOTOR PEAK DEMAND 2 AMPS 599 AMPS AER TANK 4 VALVE V-4-1 MCC2 MOTOR DEMAND FACTOR 2 AMPS 100 % MAIN LIFT STATION CPT 10 KVA 21 AMPS 4 VALVE V-4-2 1 HP 2 AMPS MCC2 MOTOR PEAK DEMAND 890 AMPS MCC3 TOTAL CONNECTED LOAD 5 AMPS 620 AMPS MCC2 TOTAL CONNECTED LOAD 907 AMPS EXISTING MCC4 CONNECTED LOAD CALCULATIONS EXISTING MCC5 CONNECTED LOAD CALCULATIONS AER TANK 1 PUMP P-1-1 5 HP 8 AMPS CENTRIFUGE FEED PUMP 1 15 HP 21 AMPS AER TANK 1 MIXER M-1-1 2 HP 4 AMPS CENTRIFUGE FEED PUMP 2 15 HP 21 AMPS AER TANK 1 MIXER M-1-2 1 HP 2 AMPS CENTRIFUGE 1 MAIN DRIVE 40 HP 52 AMPS AER TANK 1 MIXER M-1-3 1 HP 2 AMPS CENTRIFUGE 1 BACK DRIVE 20 HP 27 AMPS AER TANK 1 MIXER M-1-4 1 HP 2 AMPS CENTRIFUGE 1 CONVEYOR 2 HP 4 AMPS AER TANK 1 VALVE V-1-1 1 HP 2 AMPS CENTRIFUGE 2 MAIN DRIVE 40 HP 52 AMPS AER TANK 1 VALVE V-1-2 1 HP 2 AMPS CENTRIFUGE 2 BACK DRIVE 20 HP 27 AMPS AER TANK 2 PUMP P-2-1 5 HP 8 AMPS CENTRIFUGE 2 CONVEYOR 2 HP 4 AMPS AER TANK 2 MIXER M-2-1 2 HP 4 AMPS DISTRIBUTION CONVEYOR 2 HP 4 AMPS AER TANK 2 MIXER M-2-2 i HP 2 AMPS DISTRIBUTION GATE 1 HP 2 AMPS AER TANK 2 MXER M-2-3 1HP 2 AMPS ODOR CONTROL SYSTEM 5 HP B AMPS AER TANK 2 MIXER M-2-4 1 HP 2 AMPS VENTILATION FAN 1 5 HP 8 AMPS AER TANK 2 VALVE V-2-1 1 HP 2 AMPS VENTILATION FAN 2 5 HP 8 AMPS AER TANK 2 VALVE V-2-2 1 HP 2 AMPS GRINDER 1 2 HP 4 AMPS AER TANK 3 PUMP P-3-1 5 HP 8 AMPS GRINDER 2 2 HP 4 AMPS AER TANK 3 MIXER M-3-1 2 HP 4 AMPS AER TANK 3 MIXER M-3-2 1 H 2 AMPS MCC5 TOTAL MOTOR LOAD 246 AMPS AER TANK 3 MXER M-3-3 I HP 2 AMPS MCC5 MOTOR DEMAND FACTOR 100 x AER TANK 3 MIXER M-3-4 1 HP 2 AMPS AER TANK 3 VALVE V-3-1 1HP 2 AMPS MCC5 MOTOR PEAK DEMAND 246 AMPS AER TANK 3 VALVE V-3-2 1 HP 2 AMPS LIGHTING PANEL L5 30 KVA 36 AMPS AER TANK 4 PUMP P-4-1 5 HP 8 AMPS AER TANK 4 MIXER M-4-1 2 HP 4 AMPS MCC5 TOTAL CONNECTED LOAD 282 AMPS AER TANK 4 MIXER M-4-2 1 HP 2 AMPS AER TANK 4 MIXER M-4-3 1 HP 2 AMPS AER TANK 4 MIXER M-4-4 1 HP 2 AMPS AER TANK 4 VALVE V-4-1 1 HP 2 AMPS AER TANK 4 VALVE V-4-2 1 HP 2 AMPS TWAS TRANSFER PUMP 1 3 HP 5 AMPS TWAS TRANSFER PUMP 2 3 HP 5 AMPS DIGESTER 1 MIXER DM -1-1 4 HP 7 AMPS DIGESTER 1 MIXER DM -1-2 4 HP 7 AMPS DIGESTER 1 MIXER DM -1-3 4 HP 7 AMPS NON -COINCIDENTAL LOAD CALCULATIONS DIGESTER 1 MIXER DM -1-4 4 HP 7 AMPS DIGESTER 1 MIXER DM -1-5 4 HP 7 AMPS PLANT BLOWER 125 HP 156 AMPS DIGESTER 2 MIXER DM -2-1 4 HP 7 AMPS PLANT BLOWER 125 HP 156 AMPS DIGESTER 2 MIXER DM -2-2 4 HP 7 AMPS EFFLUENT PUMP 60 HP 77 AMPS DIGESTER 2 MIXER DM -2-3 4 HP 7 AMPS MAIN LIFT STATION PUMP 30 HP 40 AMPS DIGESTER 2 MIXER DM -2-4 4 HP 7 AMPS RAS PUMP 30 HP 40 AMPS DIGESTER 2 MIXER DM -2-5 4 HP 7 AMPS WAS PUMP 30 HP 40 AMPS DIGESTER 1 AIR VALVE 1 HP 2 AMPS REUSE PUMP 20 HP 27 AMPS DIGESTER 2 AIR VALVE 1 HP 2 AMPS POND AERATION PUMP 10 HP 14 AMPS THICKENER AIR VALVE 1 HP 2 AMPS FILTER BACKWASH PUMP 15 HP 21 AMPS TWAS STORAGE AIR VALVE 1HP 2 AMPS TWAS TRANSFER PUMP 3 HP 5 AMPS DIGESTER MIXERS 20 HP 35 AMPS MCC4 TOTAL MOTOR LOAD 176 AMPS CENTRIFUGE SYSTEM 79 HP 108 AMPS MCC4 MOTOR DEMAND FACTOR 1DO X OFFSITE REUSE PUMP 20 HP 27 AMPS MCC4 MOTOR PEAK DEMAND 176 AMPS NON -COINCIDENTAL MOTOR LOAD 746 AMPS LIGHTING PANEL IAA 15 KVA 18 AMPS MOTOR DEMAND FACTOR 100 % MCC4 TOTAL CONNECTED LOAD 194 AMPS NON -COINCIDENTAL PEAK DEMAND 746 AMPS NEW MCC6 CONNECTED LOAD CALCULATIONS RECLAIMED WATER PUMP 1 20 HP 27 AMPS RECLAIMED WATER PUMP 2 20 HP 27 AMPS RECLAIMED WATER PUMP 3 20 HP 27 AMPS MCC6 TOTAL MOTOR LOAD 81 AMPS MCC6 MOTOR DEMAND FACTOR 100 % MCC8 MOTOR PEAK DEMAND 81 AMPS LIGHTING PANEL L8 30 KVA 38 AMPS MCC8 TOTAL CONNECTED LOAD 117 AMPS ELECTRICAL SERVICE LOAD CALCULATIONS MCC1 TOTAL CONNECTED LOAD 46 AMPS MCC2 TOTAL CONNECTED LOAD 907 AMPS MCC3 TOTAL CONNECTED LOAD 620 AMPS MCC4 TOTAL CONNECTED LOAD 194 AMPS MCC5 TOTAL CONNECTED LOAD 282 AMPS MCC8 TOTAL CONNECTED LOAD 117 AMPS LIGHTING PANEL L4 45 KVA 54 AMPS TOTAL CONNECTED LOAD 2220 AMPS NON -COINCIDENTAL LOAD 746 AMPS PEAK DEMAND LOAD 1474 AMPS PEAK DEMAND KVA 1225 KVA 0.25 X LARGEST MOTOR 39 AMPS MIN SERVICE AMPACITY 1513 AMPS EXISTING MAIN SWITCHBOARD ELECTRICAL SERVICE: 3000 AMP, 480 VOLT, 3 PHASE EXISTING ELECTRICAL SERVICE TRANSFORMER SERVICE TRANSFORMER 1,500 KVA TRANSFORMER IMPEDANCE 5.75 % JEA FAULT CURRENT LETTER 31,414 AIC W. DAVID LASSETTER PE#37971 NO M�y � el> cq m �7 p) CO o LLI p ai w C .O 1? C N U Nin N ca5 m _J U Li. ry Q U. 1 Za 5W J U W ^ L,L DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-1 29 OF 48 SHEETS NO N N CA N c O c C LL W D3 c6 C> tr7 'V � •� i G C N UQr U � 1 J_ V Q ry W I- n W< Q J V W tv DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-2 30 OF 48 SHEETS JEA UG PRIMARY ' JEA PAD MOUNTED SERVICE TRANSFORMER: 1500 KVA, 5.7576, 480/277V, 3 PH SERb10E. MAXIMUM AIC: 31,414 AMPS OSERVICE METERING 8-4"C, 4EA #500 i2-4'C, SPARE iEXISTING MAIN SWITCHBOARD (CUTLER—HAMMER POW—R—LINE C) 3000 AMP, 480/277 VOLT, 3 PHASE, 4 WIRE, 100,000 AIC) NORMAL DISTRIBUTION BUS (3000 AMP, 460 VOLTS, 3 PHASE, 3 WIRE, 100,000 A.I.C.) 20 ) 80 8500 1) � 1) 4400 1) yS SPD] i 3000 ') 300kA 2000 4P � � � 4P SWITCHBOARD SWITCHBOARD SURGE MAIN BREAKER METERING PROTECTION DELAYED TRANSITION AUTOMATIC TRANSFER SWITCH L AUTOMATIC TRANSFER SWITCH ala-- 5-4"0, 4EA #500 k 1EA #4/00 700 KW 1200 1 � ,II STANDBY GENERATOR #3 EMERGENCY DISTRIBUTION BUS (3000 AMP, 480 VOLTS, 3 PHASE, 3 WIRE, 100,000 A.I.C.) i � i I � PeOD II E 1) 4 t) 70 ) I MCC1 NEW NEW SPACE MCC6 DELAYED TRANSITION AUTOMATIC TRANSFER SWITCH L AUTOMATIC TRANSFER SWITCH ala-- 5-4"0, 4EA #500 k 1EA #4/00 700 KW 1200 1 � ,II STANDBY GENERATOR #3 EMERGENCY DISTRIBUTION BUS (3000 AMP, 480 VOLTS, 3 PHASE, 3 WIRE, 100,000 A.I.C.) ) � 1) E 1) 4 t) 70 ) Y3 FSPD 45 KVA DRY TYPE y 300kA I i I i I i TRANSFORMER . 480-240/120V KW 3 PHASE, 4 WIRE A I TVSS AS I PANEL L4 MCC2 MCC3 MCC4 LIGHTING PANEL NOTES: 1. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF EATON ELECTRICAL SERVICES k SYSTEMS (STEVEN P. EDWARDS, EESS, 904-292-5351) TO PROVIDE THE FOLLOWING UL MODIFICATIONS TO THE EXISTING MAIN SWITCHBOARD; A. PROVIDE AND INSTALL NEW MCC"F17il BREAKER. fe ,,� �••��.•••••• �•��NN'•�-�c E NSF No 379 10 10 ONAL ,�� is ''••.....•• C?; W. DAVID LASSETTER PE#37971 FILE NO t. � CNV N •� J j N N m a J y C d 0 wmcoo,; C 0 N Q con N ca1 J U Q N� W LL I Q Q W Q �J V W DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-3 31 OF 48 SHEETS T �s— FROM MAIN SWITCHBOARD 2-4"C, 3EA /500, IEA !4/OG 100 20 • MCC3 MAIN LUGS EXISTING CUTLER HAMMER FREEDOM 2100 MOTOR CONTROL CENTER "MCC3" (800 AMP, 480 VOLT, 3 PH, 3W, 65,000 AIC) 100 , 250 htC2 ►dCP /) 4�p ) 100 80 ) 250 • > 400 40 400 / 100 TVSS RVAT SSRV SSRV R SIZE 5 R R SIZE 3 G SIZE 5 G A H 0 A CONTROR PANEL CON 0 PANEL CONTROL PANEL i I PS50 TS SO i 125 LGP 125 1,5 15 1.5 15 20 20 50 PUMP CASING iDRIVE BACKWASH DRIVE BACKWASH Nol No.2 OVERTEMP SWITCH HOFFMAN BLOWER No.2 TURBO BLOWER No.4 MOTOR PUMP MOTOR PUMP POWER SURGE REUSE PUMP STATION OFFSITE RECLAIMED WATER PUMP METERING PROTECTION PLANT AERATION BLOWERS EFFLUENT FILTERS i i i P-- 2"C, 3 W4/0, 1 #40 250 225 MAIN BREAKER MASTER LIFT STATION POWER DISTRIBUTION AND CONTROL PANEL (480 VOLT, 3 PHASE) 100 2S2W R SIZE 4 IR HL0A IN I' I lil I;I I I 1 1 J TS) rl III lil ISI y �Q 1,,40 No.4 FUTURE EFFLUENT PUMP NOTES: 1, PROVIDE COMPLETE NEW SOLID STATE REDUCED VOLTAGE MOTOR STARTER UNIT WITHIN THE EXISTING MOTOR CONTROL CENTER, ADJUST EXISTING BUCKET LOCATIONS AND PROVIDE NEW SPACE UNITS AS REQUIRED, 2. PROVIDE COMPLETE NEW TWO SPEED MOTOR STARTER UNIT WITHIN THE EXISTING MOTOR CONTROL CENTER. ADJUST EXISTING BUCKET LOCATIONS AND PROVIDE NEW SPACE UNITS AS REQUIRED, 80 80 8o 15 1 40 1 VFD VFO VFO R R G O G H 0 A i H 0 A i H 0 A 30 30 30 No,1 No,2 No.3 AIR HANDLING UNIT CONDENSING UNIT MASTER LIFT STATION PUMPS AIR CONDITIONING SYSTEM 30 j) 41 10 KVA DRY TYPE TRANSFORMER 480-120V, 1 PH LOAD CENTER PUMP CONIROL3 ,` tstill!!!lll,,f �,,� Q�►VIQ, �qss,�� !�` ••' IE N v 3 ; No 3� •. �cd �• TE � � uj�' • • t •: rr\ �j11IF11�1'�• W, DAVID LASSETTER PE#37971 FILE NO f ,L � M o � _j in to N 0 `o Lud+ tL W 2Q�g C .O cw? CDD N � r N UQ U U Q u - w W U. i o� W Q U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-4 32 OF 43 SHEETS T P600 1 NEW MOTOR CONTROL CENTER "MCC6" (600 AMP, 480 VOLT, 3 PH, 3W, 42,000 AIC) 110 AMP MCB PANEL L6 NEMA 1 MCC MOUNTED 120/208 VOLTS/ 3 PH/ 4 W CKT LOAD DESCRIPTION POLE TRIP KVA CKT LOAD DESCRIPTION POLE TRIP I KVA 1 INTERIOR LIGHTS 1 20 0.2 2 HYPO AREA LIGHTS 1 20 0.6 3 INTERIOR RCPTS 30 KVA DRY TYPE 20 0.4 4 HYPO AREA RCPTS 1 20 0.4 5 EXTERIOR LIGHTS 1 20 0.4 VS SPD 1 20 1.0 7 TRANSFORMER 480-120/240 VOLTS R VFD 04 R VFD 1 20 R yFp MCC6 HEATERS 1 20 V 300kA SAMPLE PUMP NTU 1 20 1.2 3 PHASE, 4 WIRE 0 1 20 G 12 SAMPLE PUMP CL2 G L2 13 4QQ 1 20 — 14 1 HYDRO TANK AIR COMP A 0.5 15 SPARE A 20 --- A ISPARE 1 26 400 17 SPARE KW 20 — 18 SPD 1 20 --- 19 SPARE 1 2020 — SPARE 1 20 --- 21 SPARE 1 20 — 22 SPARE 1 20 --- 23 SPARE 1 20 — — 24 SPARE 1 20 --- APANEL SPARE 1 20 - t00kA 26 SPARE 1 20 --- 27 HVAC UNIT 2 20 3.4 28 SPARE 1 20 --- 29 HVAC UNIT L6 -- 30 GATE OPERATOR 1 30 1.6 SPD 100kA AS 1 ELECTRONIC METERING WITH TCP/IP ' P620 P630 ETHERNET PORT FOR SCADA NETWORK P610 C620 C630 CONNECTION AND DRY CONTACT FOR POWER FAIL ALARM ® C510 ® ® y ,� ,� ,,� SO 20 SO 20 50 20 No.1 No.2 No.3 MCC6 POWER SURGE: ELECTRICAL BLDG MAIN BREAKER METERING PROTECTION LIGHTING PANEL RECLAIMED WATER PUMPS 110 AMP MCB PANEL L6 NEMA 1 MCC MOUNTED 120/208 VOLTS/ 3 PH/ 4 W CKT LOAD DESCRIPTION POLE TRIP KVA CKT LOAD DESCRIPTION POLE TRIP I KVA 1 INTERIOR LIGHTS 1 20 0.2 2 HYPO AREA LIGHTS 1 20 0.6 3 INTERIOR RCPTS 1 20 0.4 4 HYPO AREA RCPTS 1 20 0.4 5 EXTERIOR LIGHTS 1 20 0.4 6 HYPO PUMP PANEL 1 20 1.0 7 EXTERIOR RCPTS 1 20 04 8 HYPO TANK LEVEL PNL 1 20 0.2 9 MCC6 HEATERS 1 20 1.5 10 SAMPLE PUMP NTU 1 20 1.2 11 1CP8 1 20 1.0 12 SAMPLE PUMP CL2 1 20 L2 13 SPARE 1 20 — 14 1 HYDRO TANK AIR COMP 1 20 0.5 15 SPARE 1 20 --- 18 ISPARE 1 26 --- 17 SPARE 1 20 — 18 ISPARE 1 20 --- 19 SPARE 1 2020 — SPARE 1 20 --- 21 SPARE 1 20 — 22 SPARE 1 20 --- 23 SPARE 1 20 — — 24 SPARE 1 20 --- 25 SPARE 1 20 --• 26 SPARE 1 20 --- 27 HVAC UNIT 2 20 3.4 28 SPARE 1 20 --- 29 HVAC UNIT — -- 30 GATE OPERATOR 1 30 1.6 SPD 100kA ........ 3 *: Ho 37971uj • p ._ :9 . •. S TE • �O. s OR � W. DAVID LASSETTER PEj137971 REVISIONS PROJECT FILE NO cocn V N N m CN Lu Iai 1: 0 C? C N () N N � rn U Q u— W U. 0 1 O� 3 W< C Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-5 33 OF 46 SHEETS T 240/120 VOLT, 3 PHASE SERVICE 225 I 60 1 1200 > I 3P 3 p350 350 ' PER PHASE I PER PHASE PANEL PANEL i LP -i lP-2 I g1 BLOWER jji BLOWER i BUILDING BUILDING MAIN AUTOMATIC BREAKER TRANSFER SWITCH LIGHTING PANELS STANDBY GENERATOR EXISTING SCADA SYSTEM 1/0 SIGNALS PRESENTLY CONNECTED TO PLC1 IN THE BLOWER BUILDING MAIN INSTRUMENTATION PANEL. DISCONNECT FROM PLC1 AND RECONNECT TO NEW PLC7, EXISTING CUTLER HAMMER FREEDOM 2100 MOTOR CONTROL CENTER "240V MCC" (1200 AMP, 240/120 VOLT, 3 PH, 4W, 42,000 AIC) 1� +) ]i.Q *� igld �\ dCMP •) im50 -) f _) 1d5S.OY -� u 80 �) 50 IJ 50 tJ J RVNR RVNR FVNR FVNR FVNR PANEL PANEL SRE 5 SIZE 5 SIZE 4 SIZE 2 SIZE 2 LP -3 LP -4 MCC MCC Ii I I CONTROL PANEL CONTROL PANEL � No.t No.2 No.t No.2 No.t No.2 POLYMER LIGHTING PANELS SPARE STARTERS WELL NO.2 YARD/DRAIN PUMPS OLD CLARIFIER PIT PUMPS THICKENER PUMPS BUILDING NOTES: 1. INSTRUMENTATION CONTROL PANEL "ICP7'; PROVIDE NEW NEMA 12 WALL MOUNTED CONTROL PANEL WITH NEW PLC7. THE NEW ICP7 SHALL BE MOUNTED ON THE NORTH WALL OF THE LAB BUILDING ELECTRICAL ROOM. PROVIDE 120V POWER TO ICP7 FROM THE EXISTING LIGHTING PANEL LOCATED IN MCC7. 2, ICP7 SHALL BE EQUIPPED WITH FUSED TERMINAL BLOCKS FOR EACH DIGITAL INPUT SIGNAL, INCLUDING SPARES (ALLEN -BRADLEY 1492-H4, BUSSMANN AGCI). 3, ICP7 SHALL BE EQUIPPED WITH INTERPOSING OUTPUT RELAYS FOR EACH NEW DIGITAL OUTPUT SIGNAL, INCLUDING SPARES (FINDER 38.51.0,125.0060). 4. ICP7 SHALL BE EQUIPPED WITH SIGNAL UNE SURGE PROTECTION FOR EACH NEW ANALOG INPUT AND OUTPUT SIGNAL, INCLUDING SPARES (CITEL DLA -24D3). 5. YARD/DRAIN PUMP MOTOR STARTERS: MODIFY EACH EXISTING MOTOR STARTER TO PROVIDE NEW SCADA SYSTEM 1/0 AS FOLLOWS: ADD "AUTO MODE" SELECTOR SWITCH CONTACT; ADD 'RUN STATUS" AUX CONTACT; ADD OVERLOAD "FAIL" CONTACT. 8. OLD CLARIFIER PIT PUMP CONTROL PANEL: MODIFY THE EXISTING PUMP CONTROL PANEL TO PROVIDE NEW SCADA SYSTEM 1/0 SIGNALS FOR EACH PUMP AS FOLLOWS: ADD "AUTO MODE" SELECTOR SWITCH CONTACT; ADD 'RUN STATUS" AUX CONTACT; ADD OVERLOAD "FAIL" CONTACT. 5. MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACIUTIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC, TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. 120V -r N _r I I EDCO MSP1218TI I Cal SURGE SUPPRESSOR SOLA SDU500 UPS SOOYA CB2 --�--- PLC POWER SUPPLY -- 083 1/0 POWER SUPPLY - - C54 ---- SPARE ---'�—� ICP7 POWER DISTRIBUTION DIAGRAM EXISTING SCADA SYSTEM 1/0 SIGNAL PRESENTLY CONNECTED TO PLC1 IN THE BLOWER BUILDING MAIN INSTRUMENTATION PANEL. DISCONNECT FROM PLCI AND RECONNECT TO NEW PLC7. THE CONFIGURATION OF EACH PLC SHALL INCORPORATE THE FOLLOWING CITY OF ATLANTIC BEACH STANDARDIZED ALLEN -BRADLEY MODULAR COMPACTLOGIX PLC COMPONENTS: • 1769-L32E ETHERNET CPU, 750K • 1769-PA4 POWER SUPPLY • 1789-IA16 DIGITAL INPUT MODULES, 16 POINT + 1769-OA16 DIGITAL OUTPUT MODULES, 18 POINT • 1769 -IFS ANALOG INPUT MODULES, B POINT • 1769-OF4 ANALOG OUTPUT MODULES, 4 POINT II,LAS$E 41 %••��pQa`j1 s E '• TjF•q' Q� v 31 �J• • 'w. fifissio �• � �� Qi r!• s ♦ W. DAVID LASSETTER PE137971 I FILE NO I i� � M N N m C O) o LLJ .. c C V C N O O U) n w c) U � 1 J V L i'Q LN W Q U. 0 0 SW J U NW 0. DATE AUGUST 2013 SCALE AS SHOWN DRAWN 8Y ETS DESIGNED BY WDL SHEET E-6 34 OF 48 SHEETS FUSE FUSE CPT CPT 120V N 120VAC TS -r 120VAC EDCO HSP1211371 i PUMP CASING HIGH TEMP CB EXISTING MAIN INSTRUMENTATION PANEL TS PM300 LLJ103 CR40 yyCR PUMP CASING HIGH TEMP A OTR LOW LEVEL FORCE OFF PRESSURE SUSTAINING LOW OFF VALVE PILOT SOLENOID CLOSED (ENERGIZE TO OPEN) ME SAFE OFF T—STAT HIGH AUTO H OFF ME SAFE OFF T -STAT HAND AUTO X00 ' 0X00 X00 TO MOTOR 1 TO MOTOR PLC WINDING 1 START WINDING --� �-- CR39 I I GOLFTCOURSE POND STILLING WELL TO COX I I OPEN THE PILOT SOLENOID VALVE ON FORCE LOW I LSL I "FILL" LEVEL. AND CLOSE THE PILOT ICR211 SR4 CR38 OR OOOX RESET RUN LOW FORCE HIGH .1. CR38 FORCE HIGH NOTES: �SR�4 CR39 HIGH FORCE LOW I 1. PROVIDE NEW OFFSITE CONTROL VALVE CONTROL PANEL INSTALLED AT THE H H OLs MIP PLC INPUT AUTO MODE" { STOP G I h-4-------------------- sH-------------------------------J 4-- 1-4 � --� { -4 PLC INPUT PLC INPUT PLC INPUT "RUNNING LOW" "RUNNING HIGH" "PUMP FAIL" EFFLUENT PUMP 4 CONTROL WIRING DIAGRAM �+1►/Iltftttttl �.•aav�o mss% =Lo cU:do I • O • • `` ♦1 A� \ L �7 O N AFF'pr"1, 11 fie W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO i� � � q J m M N J mm c N C 01 C 0) 0 t0 ., c Lu co rn m C 0 C N � � q 7 �1 V Q ry W Q LL O� W J U W DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-7 35 OF 48 SHEETS FUSE CPT 120V N 11,1111,111 0 111 -r 120VAC EDCO HSP1211371 i CB TS PUMP CASING HIGH TEMP OTR D-1809 ADJ TDE PRESSURE SUSTAINING VALVE PILOT SOLENOID CLOSED (ENERGIZE TO OPEN) OP UTO -------- —__---- OFF ME SAFE OFF T -STAT HAND AUTO X00 ' X00 1 TO MOTOR PLC WINDING 1 START OOX T I 1 SWITCH MOUNTED IN THE NEW --� �-- OR I I GOLFTCOURSE POND STILLING WELL TO COX I I OPEN THE PILOT SOLENOID VALVE ON I LSL I "FILL" LEVEL. AND CLOSE THE PILOT L _ _... _ _ J SOLENOID ON "FULL" LEVEL. OR RESET OFFSITE PRESSURE SUSTAINING VALVE CONTROL PANEL .1. tFAULT NOTES: 1. PROVIDE NEW OFFSITE CONTROL VALVE CONTROL PANEL INSTALLED AT THE FLT NEW OFFSITE CONTROL VALVE (SEE M-2). 2. THE CONTROL PANEL ENCLOSURE SHALL BE NEMA 12/3R ALUMINUM M DOOR—IN—DOOR CONSTRUCTION WITH PAD LOCKING HANDLE. VALVE OPEN—CLOSED—AUTO SELECTOR SWITCH SHALL BE MOUNTED ON THE INNER DOOR. 3• PROVIDE CITY OF ATLANTIC BEACH STANDARD FLOAT SWITCH MOUNTED IN FLT FAULT THE GOLF COURSE POND STILLING WELL TO AUTOMATICALLY CONTROL THE q NEW PRESSURE SUSTAINING VALVE PILOT SOLENOID. PROVIDE 3/4" PVC CONDUIT FLOAT SWITCH CABLE SUPPORT SLEEVE, WITH COUPLING AT THE BOTTOM AND CORD CONNECTOR AT THE TOP, MOUNTED TO THE INSIDE - RUN WALL OF THE STILLING WELL.' M R M STOP G M XXX WATTS -- - - - - - - - - -- - ---- I ----- - - ---� COX PLC INPUT PLO INPUT PLC INPUT PLC INPUT "AUTO MODE" "RUNNING" "PUMP FAIL" OFFSITE RECLAIMED WATER PUMP CONTROL "SSRV FAULT" WIRING DIAGRAM �+1►/Iltftttttl �.•aav�o mss% =Lo cU:do I • O • • `` ♦1 A� \ L �7 O N AFF'pr"1, 11 fie W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO i� � � q J m M N J mm c N C 01 C 0) 0 t0 ., c Lu co rn m C 0 C N � � q 7 �1 V Q ry W Q LL O� W J U W DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-7 35 OF 48 SHEETS 120V ..r I CB7 EDCO HSP12IBTl n _ SURGE SUPPRESSOR SODIUM HYPOCHLORITE TANK 1 ULTRASONIC LEVEL TRANSMITTER CB2 I IELS-1H �-- --- CR7 CRi TANK LEVEL _ - SIGNAL TO PLC (4-20mA) SURGE PROTECTION SODIUM HYPOCHLORITE TANK 2 ULTRASONIC LEVEL TRANSMITTER :B3 I LSH �--- -- CR2 CR2 F— A 1 Z /�TANK LEVEL -/ e _ SIGNAL TO PLC (4-2OmA) SURGE PROTECTION TANK i HIGH LEVEL TANK 2 HIGH LEVEL SONALERT AUDIBLE ALARM C.R2 L4R_-1 SR SILENCE RELAY SODIUM HYPOCHLORITE TANK LEVEL CONTROL PANEL WIRING DIAGRAM NOTES: 1. PROVIDE NEW SODIUM HYPOCHLORITE TANK LEVEL CONTROL PANEL WITH VISUAL AND AUDIBLE TANK OVERFILL ALARMS. 2. THE TANK LEVEL CONTROL PANEL SHALL ALSO PROVIDE POWER DISTRIBUTION AND SURGE PROTECTION FOR EACH TANK LEVEL TRANSMITTER. 3. THE CONTROL PANEL ENCLOSURE SHALL BE NEMA 4X NON-METALLIC CONSTRUCTION WITH DOOR MOUNTED LED PILOT LIGHTS. SODIUM HYPOCHLORITE PART 31 (160OV) VFD WITH ~i 39 INPUT LINE _-'0 1 PUMP CONTROL PANEL REACTOR AND OUTPUT FILTER —_-„- HAND N 4BOV VFD CABLE SPEED OUTPUTCONTROL CPT II SPEED - X00 SODIUM HYPOCHLORITE PUMP 1 �- PLC START M7 (120V. 1PH) F 0 I VFD N COX - CR OC RUN FAULT SODIUM HYPOCHLORITE PUMP 2 M2 (120V. IPH) SCADA SYSTEM ICPS PLCB ------ PUMP 1 AUTO ------ PUMP 1 RUNNING ------ PUMP 1 ------ FAIL PUMP 1 ------ START/STOP _ - _ _ - _ PUMP 1 SPEED _ _ - - CONTROL PUMP 1 SPEED - - - _ REPLY ------ PUMP 2 TO ------ PUMP 2 _-___- RUNNING ------ PUMP 2 --__-- FAIL PUMP 2 ------ START/STOP - _. - _ - _ PUMP 2 SPEED CONTROL PUMP 2 SPEED - - _ - REPLY •� u ■ �� ■ �i � u' •\ i• �► � i� tai \ � � ►+:u INVERTER DUTY MOTOR NEMA MG1 SECTION IV ts MCP OC PART 31 (160OV) VFD WITH ~i 39 INPUT LINE _-'0 1 MTR REACTOR AND OUTPUT FILTER —_-„- HAND i 4BOV VFD CABLE SPEED OUTPUTCONTROL CPT II SPEED - X00 120V INPUT �UN �- —� MANUAL OFF SAFE OFF T--oS�TuA-T HAND UTO POT SPEED OUTPUTCONTROL SPEED - X00 MOTOR WINDING INPUT PLC START 4-20mA 0 x IF— I VFD RUN COX - CR OC RUN FLT MANUAL SPEED RUN POT SPEED OUTPUTCONTROL SPEED - SIGNAL ' _ w INPUT 4-20mA - - 4-20mA SIGNAL ISOLATOR RUN - RUN FAULT /\ FLT di RUN RUN RUN w ----------- m ---------- RU ---------R HOA FLT PLC INPUT PLC INPUT PLC INPUT "RUNNING" "AUTO MODE" "VFD FAULT" Q: v 3�9� . .. -0 ; • No • cc oo W — • •Wdo .. do W. DAVID LASSETTER PE#37971 I FILE NO I M C -U ma m o c LL w c LU03 N ai C 0 T C N U N N U � J U U_ 0d W LL 1 `Q` d W5 J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIONED BY WDL SHEET E-8 36 OF Q SHEETS J EXISTING TURBO BLOWER PANELS - BLOWER BUILDING EXISTING MAIN INSTRUMENT PANEL - BLOWER BUILDINGEXISTING LAB BUILDING —.---------------'� ----------------------- _ NEW LCP1 PLC21 I I EXPAND AND RECONFIGURE THE EXISTING SCADA SYSTEM SLC 5/05 I I CITY OF ATLANTIC BEACH PLCs PLC, INCLUDING NEW PROGRAMMING AND NEW I/O MODULES, I I i PROJECT _NETWORK SLC 5/05 AS REQUIRED TO INCORPORATE THE NEW FACILITIES I I I i 3COM 420OG ETHERNET SWITCH FILE NO FUTURE LCP2 PLC22 SLC 5/05 I I INTERNET` ACCESS ETHERNET PORT I I - NEWLCP3 PLC23 I I FIBER FIBER CATS CATS SLC 5/05 I a I I I I U I 00 3COM 420OG ETHERNET SWITCH I I I I ( - NEW LCP4 PLC24 I I I I SLC 5/05 I I m M I CATS CATS FIBER I II I II NEW I I LCP5/PLC25 I II ::� �UBNIT SCADA 505 SUBNET CISCO 1921 ROUTER R 10.10.12 I NEW PLC2 I ( CATS SLC 5/05 I I SCADA 1 WORKSTATION I I I I CISCO 3560 ETHERNET SWITCH I ETHERNET SWITCH HOPERATOR INTERFACE I I I I N I PANEL I I I EXPAND AND RECONFIGURE THE EXISTING SCADA SYSTEM FIBER I I AS REQUIRED TOCOMPUTER INCORPOTION RATE THEANW FACIDA HMI LITIES. I I � J m co d L------------� i I I I I �� I I I I rnrn a I - I CATS I I I C u LL I I wlo�m FIBER OPTIC CABLE PATCH PANEL I y 'Lj U) LL _ - - —— - - I - I I FIBER OPTIC CABLE PATCH PANEL ( I O N _T- I I i I I I I I o L) co L— — — — — — -- --I—-------I--I--------I----� I " FIBER NEW CATS ETHERNET CABLE I EXISTING MAIN SWITCHBOARD - BLOWER BUILDING I I I I I L I (----- ------I , I i i — — — — — + — J I I UTILITY POWER EMERGENCY I NEW PLC7 MONITOR POWER MONITOR I I I ! ! I COMPACTLOCIX 1769 L32 ETHERNET PORT ETHERNET PORT I ( I ( I I L — — — — — — — — — — — — — — — — — — — J / I I L—_— I I I I CATS - I I I I I U I L___ _._._— _ _ _ _ - I I I I — — — —.— _._..—.—.—.—,—.—•——•—,—,—,._.—.—._,_._._ Q L._..,._.s.—.—._..._..—._....—.—._.—.—._....—.._._._._._._.—._.. � I � I I I W EXiSTINC INSTRUMENTATION CONTROL PANEL LCP4 -BLOWER BLDG NEW INSTRUMENTATION CONTROL PANEL 1CP6 -ELECTRICAL BLDG I EXISTING INSTRUMENTATION CONTROL PANEL ICPS - DEWATERING EXISTING MASTER LIFT STATION CONTROL PANEL — - ---------__ — �————————————— ———————— — — — — —� �________ — _ i I I `Q oyyj� I I I I I PLC3 OPERATOR C NEW PLCS NEW OPERATOR �NNIJI NEW PLC4 NEW OPERATOR I NEW PLC6NEW OPERATOR I i I SLC 5/05 INTERFACE I I SLC 5/05 INTERFACE I I I V I SLC 5/05 INTERFACE I i COMPACTLOGIX INTERFACE I I I I I I I ETHERNET PORT I i ETHERNET PORT ETHERNET PORT I ETHERNET PORT I I I Q I � I I I I CATS I ! GATE I I I CATS I I W I I I i t NEW CISCO 300 SERIES ETHERNET SWITCH I I E]rCA S ETHERNET SNATCH CISCO 300 SERIES ETHERNET SWITCH CATS -_ FIBER :l F FIBER FIBER I I I i I I I NEW FIBER OPTIC I ! ( I NEW FIBER OPTIC FIBER OPTIC CABLE PATCH PANEL I I I CABLE PATCH PANEL I I CABLE PATCH P N��1 {+j lif 11�, I J EXPAND AND RECONFIGURE THE EXISTING SCADA NEW /SYSTEM I I I �� P► IDI C of I I r 1 AS RPLC4EQUIRED INCLUDING TO NCORPORATE THE N NEW FACILITIES MODULES, — — — — — — — — — — — — ., •ASSF�,,�� L _ .— _ _ T _ _ ._ _ _ _ J I I v uj •• p I FIBER e�a--- NEW FIBER OPTIC i =' : No 3 � •�� o � I I �1 ETHERNET CABLE S • (F860) • I • CENTRIFUGE * : (r �: I J DATE AUGUST 2013 CONTROL PANEL I • —f -. }. iR�LJ — — —._. _._._._._._ SCALE L. -.—.—,J AS SHOWN p •,, • DRAWN BY ETS '♦ �' •• \ •' • ` �4% DESIGNED IT % W. DAVID LASSETTER PE#37971 WDL t 11ONAL�.� SCADA SYSTEM BLOCK DIAGRAM SHEET E-9 1141 1 37 OF 48 SHEETS WALL MOUNTED PANEL RECLAIMED WATER BACKBOARD TERMINAL BOX Nmol RECLNMED WATER TURBIDITY ANALYZER PANDUIT MiREWAY Nf602 °j AE RECLAIMED WATER CHLORIN R RESIDUAL S R AL TURA III III ill III JI I—! IG U_u> I DRAIN I TURBIDITY SAMPLE CL2 RESIDUAL � DRAIN EXTERIOR OF BUILDING LE POWER k SIGNAL CONDUITS i u t L_E ► i u �1� :��[t t NOT TO SCALE PLANT SCADA SYSTEM MODIFICATIONS 1. THE INSTRUMENTATION CONTRACTOR MUST BE PREQUALIFIED BY THE TRIHEDRAL SOFTWARE COMPANY AS AN ADVANCED CERTIFIED VTSCADA SOFTWARE INTEGRATOR. 2. THE INSTRUMENTATION CONTRACTOR SHALL MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACILITIES, AND SHALL UPDATE THE EXISTING SCADA SYSTEM D&M MANUALS INCLUDING NEW FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. PROGRAMMABLE LOGIC CONTROLLERS 1. THE CONFIGURATION OF EACH PLC SHALL INCORPORATE THE FOLLOWING CITY OF ATLANTIC BEACH STANDARDIZED ALLEN—BRADLEY MODULAR COMPACTLOGIX PLC COMPONENTS • 1769—L32E ETHERNET CPU, 75OX • 1769—PA4 POWER SUPPLY • 1769—IA16 DIGITAL INPUT MODULES, 16 POINT • 1769—OA16 DIGITAL OUTPUT MODULES, 16 POINT • 1769—IFS ANALOG INPUT MODULES, 8 POINT • 1769—OF4 ANALOG OUTPUT MODULES, 4 POINT 2, FOR THE PHASE 2 PROJECT THE INSTRUMENTATION CONTRACTOR SHALL PROVIDE ONE COPY OF THE STANDARD EDITION RSLOGIC 5000 PLC PROGRAMMING SOFTWARE (9324—RLD300DENF) LICENSED TO THE CITY OF ATLANTIC BEACH. OFFSITE RECLAIMED WATER PUMP: 1. THE SCADA SYSTEM SHALL PROVIDE AUTOMATIC CONSTANT SPEED OPERATION OF THE NEW OFFSITE RECLAIMED WATER PUMP TO MAINTAIN THE OPERATOR ADJUSTABLE OFFSITE RECLAIMED WATER MAIN PRESSURE. 2. THE SCADA SYSTEM SHALL MONITOR OFFSITE RECLAIMED WATER MAIN PRESSURE. THE OPERATOR SHALL SELECT 'PUMP START" AND 'PUMP STOP" PRESSURE CONTROL SETPOINTS. 3. THE SCADA SYSTEM SHALL MONITOR OFFSITE RECLAIMED WATER TURBIDITY. THE OPERATOR SHALL SELECT A TURBIDITY "COMPLIANCE' SETPOINT, ANYTIME THE OFFSITE +RECLAIMED WATER TURBIDITY IS OUT OF COMPLIANCE, THE OFFSITE RECLAIMED WATER PUMPS SHALL BE INHIBITED FROM OPERATION. 4. THE SCADA SYSTEM SHALL OFFSITE MONITOR RECLAIMED WATER CHLORINE RESIDUAL. THE OPERATOR SHALL SELECT A CHLORINE RESIDUAL 'COMPLIANCE' SETPOINT ANYTIME THE OFFSITE RECLAIMED WATER CHLORINE RESIDUAL IS OUT OF COMPLIANCE, THE OFFSITE RECLAIMED WATER PUMP SHALL BE INHIBITED FROM OPERATION. RECLAIMED WATER PUMPS: 1. THE SCADA SYSTEM SHALL PROVIDE AUTOMATIC VARIABLE SPEED OPERATION OF THE NEW RECLAIMED WATER PUMPS TO MAINTAIN THE OPERATOR ADJUSTABLE RECLAIMED WATER MAIN PRESSURE 2. THE SCADA SYSTEM SHALL MONITOR RECLAIMED WATER MAIN PRESSURE, THE OPERATOR SHALL SELECT A 'NORMAL' PRESSURE CONTROL SETPOINT AND A 'REDUCED" PRESSURE CONTROL SETPOINT. 3. THE SCADA SYSTEM SHALL MONITOR THE RECLAIMED WATER PUMP STATION WET WELL LEVEL. THE OPERATOR SHALL SELECT A 'NORMAL" LEVEL SETPOINT. 4. AT THE HMI THE OPERATOR SHALL SELECT NORMAL, REDUCED OR AUTOMATIC RECLAIMED WATER PUMP PRESSURE CONTROL. IN NORMAL MODE THE RECLAIMED WATER PUMPS SHALL OPERATE TO MAINTAIN THE NORMAL PRESSURE SETTING. IN REDUCED MODE THE RECLAIMED WATER PUMPS SHALL OPERATE TO MAINTAIN THE REDUCED PRESSURE SETTING. 5. IN AUTO MODE, WHEN THE RECLAIMED WATER WET WELL LEVEL IS ABOVE THE NORMAL LEVEL SETPOINT, THE RECLAIMED WATER PUMPS SHALL OPERATE TO MAINTAIN THE NORMAL PRESSURE SETTING, WHEN THE RECLAIMED WATER WET WELL LEVEL IS BELOW THE NORMAL LEVEL SETPOINT, THE RECLAIMED WATER PUMPS SHALL OPERATE TO MAINTAIN THE REDUCED PRESSURE SETTING. 6. THE SCADA SYSTEM SHALL MONITOR RECLAIMED WATER TURBIDITY, THE OPERATOR SHALL SELECT A TURBIDITY 'COMPLIANCE" SETPOINT. ANYTIME THE RECLAIMED WATER TURBIDITY IS OUT OF COMPLIANCE, THE RECLAIMED WATER PUMPS SHALL BE INHIBITED FROM OPERATION. 7. THE SCADA SYSTEM SHALL MONITOR RECLAIMED WATER CHLORINE RESIDUAL. THE OPERATOR SHALL SELECT A CHLORINE RESIDUAL 'COMPLIANCE' SETPOINT ANY71WE THE RECLAIMED WATER CHLORINE RESIDUAL IS OUT OF COMPLIANCE, THE RECLAIMED WATER PUMPS SHALL BE INHIBITED FROM OPERATION. SODIUM HYPOCHLORITE FEED SYSTEM: 1. THE SCADA SYSTEM SHALL PROVIDE COMPOUND LOOP CONTROL OF THE NEW SODIUM HYPOCHLORITE METERING PUMPS. 2. THE SODIUM HYPOCHLORITE CONTROL SIGNAL SHALL BE A CALCULATED COMPOUND LOOP SIGNAL USING THE RECLAIMED WATER FLOW SIGNAL AS THE PRIMARY CONTROL VARIABLE, AND THE RECLAIMED WATER CHLORINE RESIDUAL AS THE SECONDARY VARIABLE. 3, COMPOUND LOOP CONTROL, FLOW CONTROL, CHLORINE RESIDUAL CONTROL AND MANUAL CONTROL MODE OF OPERATION SHALL BE OPERATOR SELECTABLE AT THE HMI, 4. THE TOTAL CHLORINE RESIDUAL TARGET SETPOINT, CHLORINE RESIDUAL SIGNAL RATIO SETPOINT, FLOW SIGNAL RATIO SETPOINT, AND MANUAL RATE SETPOINT SHALL BE OPERATOR INPUT AT THE HMI, 5. THE COMPOUND LOOP SIGNAL CALCULATION SHALL PROVIDE AUTOMATIC VARIABLE LAG TIME COMPENSATION. ,11111+11110'1 %��`'0111111111110 Oks CD to 4.00 Pio 2 W. DAVID LASSETTER PE#37971 PREVISIONS NO LNli N J N N m M 0) w 0 to Lu O3 a 0> C Q G N UU)M1� N Q r ' N U LL I'� ry W 1 Q LL I Ol <W J U W r/ DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E_10 38 OF 48 SHEETS NOTES: 1. MODIFY THE EXISTING MAIN INSTRUMENTATION 'MIP" SCADA SYSTEM 1/0 TO INCORPORATE THE NEW 1/0 SIGNALS. 2, THE EXISTING LAS BUILDING 1/0 SIGNALS PRESENTLY CONNECTED TO PLCs SHALL BE TRANSFERRED TO THE NEW PLC7 (SEE E—B). 3. PROVIDE NEW FUSED TERMINAL BLOCKS FOR EACH NEW DIGITAL INPUT SIGNAL (ALLEN—BRADLEY 1492—H4, BUSSMANN AG01). 4, PROVIDE NEW INTERPOSING OUTPUT RELAYS FOR EACH NEW DIGITAL OUTPUT SIGNAL (FINDER 36,51.0,125.0060), 5, PROVIDE SIGNAL UNE SURGE PROTECTION FOR EACH NEW ANALOG INPUT SIGNAL (CITEL DLA -2403). 6. FIELD VERIFY THE EXISTING MIP PANEL WIRING AND PRODUCE COMPLETE NEW AUTOCAD DRAWINGS REPRESENTING THE AS BUILT CONDITIONS WITH PROPOSED MODIFICATIONS. Z MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. 1, tttillifflill A Nl` •• G E N ••. • .`��v • ti's ••• No 379 Lij J-4 0 rr :41 A P• �I0 � ,p•••:4 0 R `O i tO, `PlP,,,S/ON PIN •'. W. DAVID LASSETTER PE137971 REVISIONS PROJECT FILE NO C N JN m J 0-0 0 rn U) 0 0 C w—'u. Lu c�0 9 as C .O q C N t' m Y L) US N Q 0 N U � J U Li W Q LL 01W U NW I..f� DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-11 39 OF 48 SHEETS MAIN INSTRUMENTATION PANEL PLC1 1/0 SCHEDULE RACK 0 SLOT 1 (1) RACK 0 SLOT 2 (2) RACK 0 SLOT 3 (3) RACK 0 SLOT 4 (4) RACK 0 SLOT 0 CPU ANALOG INPUTS ANALOG INPUTS DIGITAL INPUTS DIGITAL INPUTS 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION RUN Al 0 EFFLUENT FLOW Al 0 CARBON FEED PUMP 1 SPEED DI 0 ATS IN NORMAL DI 0 SECONDARY CLARIFIER 1 Al 1 EFFLUENT PRESSURE Al 1 CARBON FEED PUMP 2 SPEED Df 1 ATS IN EMERGENCY SOURCE AVAILABLE DI 1 DI 2 SPARE SECONDARY CLARIFIER 2 RUN Al 2 EFFLUENT CL2 RESIDUAL AI 2 CARBON FEED PUMP 3 SPEED CARBON FEED PUMP 4 SPEED DI 2 DI 3 EMERGENCY EFFLUENT PUMP 4 AUTO DI 3 HIGH MAST LIGHTING 1 ON Al 3 EFFLUENT H AI 3 Ai 4 RAS FLOW DI 4 EFFLUENT PUMP 4 RUN LOW DI 4 HIGH MAST LIGHTING 2 ON Al 4 EFFLUENT NO3—N 5 SPARE DI 5 EFFLUENT PUMP 4 RUN HIGH DI 5 RAS PUMP 1 AUTO Al 5 EFFLUENT WET WELL LEVEL Al I Al 6 SPARE DI 6 EFFLUENT PUMP 4 FAIL DI 6 RAS PUMP 1 RUN AI 6 SPARE DI 7 SPARE DI 7 RAS PUMP 2 AUTO Al 7 SPARE AI 7 SPARE RACK 0 SLOT 5 (5) RACK 0 SLOT 6 (6) RACK 0 SLOT 7 (7) RACK 0 SLOT 8 (8) RACK 0 SLOT 9 (9) DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION I/O SIGNAL DESCRIPTION I/O DI 0 SIGNAL DESCRIPTION BLOWER 2 RUN DI 0 RAS PUMP 2 RUN DI 0 EFFLUENT PUMP 2 AUTO DI 0 SPARE DI 0 DI 1 FILTER 1 RUN FILTER 1 HIGH LEVEL DI 1 ONSITE REUSE LOW PRESSURE Of 1 WAS PUMP 1 AUTO DI 1 EFFLUENT PUMP 2 RUN LOW DI 1 CL2 INDUCTOR AUTO DI 2 FILTER 1 BACKWASH DI 2 ONSITE REUSE HIGH PRESSURE DI 2 WAS PUMP 1 RUN DI 2 EFFLUENT PUMP 2 RUN HIGH DI 2 CL2 INDUCTOR RUN DI 3 FILTER 2 AUTO DI 3 ONSITE REUSE POWER FAIL DI 3 WAS PUMP 2 AUTO DI 3 EFFLUENT PUMP 3 AUTO DI 3 SO2 INDUCTOR 1 AUTO DI 4 FILTER 2 RUN DI 4 ONSITE REUSE PUMP 1 RUN DI 4 WAS PUMP 2 RUN DI 4 EFFLUENT PUMP 3 RUN LOW DI 4 S02 INDUCTOR 1 RUN DI 5 FILTER 2 HIGH LEVEL DI 5 ONSITE REUSE PUMP 2 RUN DI 5 EFFLUENT PUMP 1 AUTO 01 5 EFFLUENT PUMP 3 RUN HIGH Of 5 S02 INDUCTOR 2 AUTO DI 6 FILTER 2 BACKWASH DI 6 HIGH MAST LIGHTING PHOTO CELL ON DI 6 EFFLUENT PUMP 1 RUN LOW DI 6 HIGH MAST LIGHTING 1 AUTO DI 6 S02 INDUCTOR 2 RUN DI 7 BLOWER 2 AUTO DI 7 ATS NORMAL SOURCE AVAILABLE DI 7 EFFLUENT PUMP 1 RUN HIGH DI 7 HIGH M"AST LIGHTING 2 AUTO DI 7 FILTER 1 AUTO RACK 1 SLOT 0 (10) RACK 1 SLOT 1 (11) RACK 1 SLOT 2 (12) RACK 1 SLOT 3 (13) RACK i SLOT 4 (14) DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL INPUTS 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION I/O SIGNAL DESCRIPTION 1/0 DI 0 SIGNAL DESCRIPTION SPARE Of 0 PLANT POWER ON DI 0 EFFLUENT WET WELL HIGH LEVEL DI 0 CARBON FEED PUMP 1 AUTO DI 0 EFFLUENT PUMP 1 FAIL DI 1 SPARE DI 1 PLANT GENERATOR FAIL DI 1 SPARE DI 1 CARBON FEED PUMP 1 RUN DI 1 EFFLUENT PUMP 2 FAIL DI 2 SPARE DI 2 SPARE DI 2 CHLORINE LEAK ALARM DI 2 CARBON FEED PUMP 1 FAIL DI 2 EFFLUENT PUMP 3 FAIL DI 3 SPARE Of 3 SECONDARY CLARIFIER 1 HI TORQUE DI 3 CHLORINE SUPPLY LOW DI 3 CARBON FEED PUMP 2 AUTO R 2 FAIL DI 4 SPARE DI 4 SECONDARY CLARIFIER 2 HI TORQUE DI 4 SULFUR DIOXIDE LEAK ALARM DI 4 CARBON FEED PUMP 2 RUN 2 BACKWASH DI 5 SPARE DI 5 SPARE DI 5 SULFUR DIOXIDE SUPPLY LOW DI 5 CARBON FEED PUMP 2 FAIL =5FILTER 2 HIGH LEVEL DI 6 SPARE 6RAS WASWET WELL HIGH LEVEL DI 6 SPARE DI 5 SPARE DI 7 SPARE DI 7 RAS WAS WET WELL lOW LEVEL DI 7 SPARE DI 7 SPAR RACK 1 SLOT 5 (15) RACK 1 SLOT 6 (16) RACK 1 SLOT 7 (17) RACK 1 SLOT 8 (18) RACK 1 SLOT 9 (19) DIGITAL INPUTS DIGITAL OUTPUTS DIGITAL OUTPUTS DIGITAL OUTPUTS ANALOG OUTPUTS I 0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION I/O SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION FEED PUMP 4 START STOP 1/0 AO 0 SIGNAL DESCRIPTION CARBON FEED PUMP 1 PACING DI 0 CARBON FEED PUMP 3 AUTO DO 0 EFFLUENT PUMP GO TO HIGH SPEED DO 0 EFFLUENT PUMP 3 FORCE HIGH DO 0 70 —1 CARBON WAS PUMP 1 START STOP AO 1 CARBON FEED PUMP 2 PACING DI 1 CARBON FEED PUMP 3 RUN DO 1 EFFLUENT FORCE MAIN LOW PRESS DO 1 EFFLUENT PUMP 3 FORCE LOW 2 WAS PUMP 2 START STOP AO 2 CARBON FEED PUMP 3 PACING DI 2 CARBON FEED PUMP 3 FAIL DO 2 EFFLUENT PUMP 1 FORCE HIGH DO 2 EFFLUENT PUMP 3 FORCE OFF DO 3 RAS PUMP 1 START STOP AO 3 CARBON FEED PUMP 4 PACING DI 3 CARBON FEED PUMP 4 AUTO DO 3 EFFLUENT PUMP 1 FORCE LOW DO 3 HIGH MAST LIGHTING 1 ON OFF HIGH MAST LIGHTING 2 ON OFF DO DO 4 RAS PUMP 2 START STOP AO 4 SPARE DI 4 CARBON FEED PUMP 4 RUN DO 4 EFFLUENT PUMP 1 FORCE OFF DO 4 DO 5 CARBON FEED PUMP 1 START S70P DO 5 EFFLUENT PUMP 4 FORCE HIGH AO 5 SPARE DI 5 CARBON FEED PUMP 4 FAIL 00 5 EFFLUENT PUMP 2 FORCE HIGH DOB CARBON FEED PUMP 2 START STOP DO 6 EFFLUENT PUMP 4 FORCE LOW AO 6 SPARE DI 6 SPARE DO 6 EFFLUENT PUMP 2 FORCE LOW DO 7 CARBON FEED PUMP 3 START STOP DO 7 EFFLUENT PUMP 4 FORCE OFF AO 7 SPARE DI 7 SPARE QO 7 EFFLUENT PUMP 2 FORCE OFF NOTES: 1. MODIFY THE EXISTING MAIN INSTRUMENTATION 'MIP" SCADA SYSTEM 1/0 TO INCORPORATE THE NEW 1/0 SIGNALS. 2, THE EXISTING LAS BUILDING 1/0 SIGNALS PRESENTLY CONNECTED TO PLCs SHALL BE TRANSFERRED TO THE NEW PLC7 (SEE E—B). 3. PROVIDE NEW FUSED TERMINAL BLOCKS FOR EACH NEW DIGITAL INPUT SIGNAL (ALLEN—BRADLEY 1492—H4, BUSSMANN AG01). 4, PROVIDE NEW INTERPOSING OUTPUT RELAYS FOR EACH NEW DIGITAL OUTPUT SIGNAL (FINDER 36,51.0,125.0060), 5, PROVIDE SIGNAL UNE SURGE PROTECTION FOR EACH NEW ANALOG INPUT SIGNAL (CITEL DLA -2403). 6. FIELD VERIFY THE EXISTING MIP PANEL WIRING AND PRODUCE COMPLETE NEW AUTOCAD DRAWINGS REPRESENTING THE AS BUILT CONDITIONS WITH PROPOSED MODIFICATIONS. Z MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. 1, tttillifflill A Nl` •• G E N ••. • .`��v • ti's ••• No 379 Lij J-4 0 rr :41 A P• �I0 � ,p•••:4 0 R `O i tO, `PlP,,,S/ON PIN •'. W. DAVID LASSETTER PE137971 REVISIONS PROJECT FILE NO C N JN m J 0-0 0 rn U) 0 0 C w—'u. Lu c�0 9 as C .O q C N t' m Y L) US N Q 0 N U � J U Li W Q LL 01W U NW I..f� DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-11 39 OF 48 SHEETS ,,•�' as �, '�•, 1% 7 71 ��. NO •:* i llk• i�� Lu • r • • r •�. 000 j , pP . i��lPttelt��, W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO C N N Jm C J w a 2 c W OS N ai C .O 2 C N .O in l[9 N m oma r U LL 0. W Q LL I O 3 W cJ� V W w DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-1 2 40 OF 48 SHEETS PLC4 1/0 SCHEDULE (SLUDGE PROJECT) ANALOG INPUTS ANALOG OUTPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL OUTPUTS 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION I/O SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION A101 THICKENER AIR VALVE POSITION A001 THICKENER AIR VALVE CONTROL D101 DECANT VALVE REMOTE D133 DIGESTER MIXER DM -2-1 AUTO D001 D002 DECANT VALVE OPEN DIGESTER 1 AIR VALVE OPEN A102 TWAS STORAGE AIR VALVE POSITION A002 TWAS STORAGE AIR VALVE CONTROL D102 DECANT VALVE OPEN D134 DIGESTER MIXER DM -2-1 RUN D003 DIGESTER 2 AIR VALVE OPEN A103 SLUDGE THICKENER LEVEL A003 SPARE D103 DIGESTER 1 AIR VALVE REMOTE D135 DIGESTER MIXER DM -2-1 FAIL D036 AER TK 1 MIXER 4 START STOP A104 TWAS STORAGE TANK LEVEL A004 SPARE D104 DIGESTER 1 AIR VALVE OPEN D136 DIGESTER MIXER DM -2-2 AUTO D004 THICKENER AIR VALVE OPEN A105 SPARE A005 SPARE D105 DIGESTER 2 AIR VALVE REMOTE D137 DIGESTER MIXER DM -2-2 RUN DDOS TWAS STORAGE AIR VALVE OPEN A106 SPARE A006 SPARE D106 DIGESTER 2 AIR VALVE OPEN D138 DIGESTER MIXER DM -2-2 FAIL 5006 TWAS TRANSFER PUMP 1 START A107 SPARE A007 SPARE D107 THICKENER AIR VALVE REMOTE D139 DIGESTER MIXER OM -2-3 AUTO D007 TWAS TRANSFER PUMP 2 START A108 BNR NITRATE I A008 I SPARE D108 THICKENER AIR VALVE OPEN D140 DIGESTER MIXER DM -2-3 RUN D008 DIGESTER MIXER DM -1-1 START D109 TWAS STORAGE AIR VALVE REMOTE DI41 DIGESTER MIXER DM -2-3 FAIL D009 DIGESTER MIXER DM -1-2 START DI10 TWAS STORAGE AIR VALVE OPEN DI42 DIGESTER MIXER DM -2-4 AUTO D010 DIGESTER MIXER DM -1-3 START DIll TWAS TRANSFER PUMP 1 AUTO D143 DIGESTER MIXER DM -2-4 RUN DOtl DIGESTER MIXER DM -1-4 START D112 TWAS TRANSFER PUMP 1 RUN D144 DIGESTER MIXER DM -2-4 FAIL D012 DIGESTER MIXER DM -1-5 START DI13 TWAS TRANSFER PUMP 1 FAIL D145 DIGESTER MIXER DM -2-5 AUTO D013 DIGESTER MIXER DM -2-1 START NOTES: D114 TWAS TRANSFER PUMP 2 AUTO D146 DIGESTER MIXER DM -2-5 RUN D014 DIGESTER MIXER DM -2-2 START t. MODIFY THE EXISTING INSTRUMENTATION PANEL "ICP4" SCADA SYSTEM I/O DI15 TWAS TRANSFER PUMP 2 RUN D147 DIGESTER MIXER DM -2-5 FAIL D015 DIGESTER MIXER DM -2-3 START TO INCORPORATE THE NEW 1/0 SIGNALS. D116 TWAS TRANSFER PUMP 2 FAIL 5148 SPARE D016 DIGESTER MIXER DM -2-4 START 2. PROVICE NEW FUSED TERMINAL BLOCKS FOR EACH NEW DIGITAL INPUT DI17 DIGESTER MIXER DM -1-1 AUTO D149 SPARE D017 DIGESTER MIXER DM -2-5 START SIGNAL (ALLEN—BRADLEY 1492—H4, BUSSMANN AGCI). DI18 DIGESTER MIXER DM -1-1 RUN DISO SPARE DO18 SPARE 3. PROVIDE NEW INTERPOSING OUTPUT RELAYS FOR EACH NEW DIGITAL OUTPUT D11 DIGESTER MIXER DM -1-1 FAIL DI51 SPARE D019 SPARE SIGNAL (FINDER 38.51.0.125.0060). D120 DIGESTER MIXER DM -1-2 AUTO DI52 SPARE D020 SPARE C PROVIDE SIGNAL LINE SURGE PROTECTION FOR EACH NEW ANALOG INPUT D121 DIGESTER MIXER OM -1-2 RUN D153 SPARE D021 SPARE SIGNAL (CITEL DLA -2403). D122 DIGESTER MIXER DM -1-2 FAIL 6I54 SPARE D022 SPARE 5. FIELD VERIFY THE EXISTING ICP4 PANEL WIRING AND PRODUCE COMPLETE D123 DIGESTER MIXER DM -1-3 AUTO D155 SPARE D023 SPARE NEW AUTOCAD DRAWINGS REPRESENTING THE AS BUILT CONDITIONS WITH D124 DIGESTER MIXER DM -1-3 RUN DI56 SPARE D024 SPARE PROPOSED MODIFICATIONS. D125 DIGESTER MIXER DM -1-3 FAIL D157 SPARE D025 SPARE 5. MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE D126 DIGESTER MIXER DM -1-4 AUTO DI58 SPARE D026 SPARE THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS D127 DIGESTER MIXER DM -1-4 RUN D159 SPARE D027 SPARE INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEWDI92 0128 DIGESTER MIXER DM -1-4 FAIL 5I60 SPARE D028 SPARE CONFIGURATION, D129 DIGESTER MIXER DM -1-5 AUTO DI61 SPARE D029 SPARE D130 DIGESTER MIXER DM -1-5 RUN D162 SPARE D030 SPARE D131 DIGESTER MIXER DM -1-5 FAIL DI63 SPARE D031 SPARE 11— T\ -rkiGA uiru i cvciI DIR4 SPARE D032 SPARE__ ,,•�' as �, '�•, 1% 7 71 ��. NO •:* i llk• i�� Lu • r • • r •�. 000 j , pP . i��lPttelt��, W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO C N N Jm C J w a 2 c W OS N ai C .O 2 C N .O in l[9 N m oma r U LL 0. W Q LL I O 3 W cJ� V W w DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-1 2 40 OF 48 SHEETS PLC4 1/0 SCHEDULE (TMDL PROJECT) ANALOG INPUTS ANALOG OUTPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL OUTPUTS 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION I 0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION AIDS RECIRCULATION PUMP 1 SPEED A009 RECIRCULATION PUMP 1 SPD CNTRL DI65 AER TK 1 MIXER 1 AUTO D197 AER TK 3 MIXER 3 FAIL D033 AER TK 1 MIXER 1 START STOP TK 1 MIXER 2 START STOP A110 RECIRCULATION PUMP 2 SPEED A010 RECIRCULATION PUMP 2 SPD CNTRL 0166 AER TK 1 MIXER 1 RUN D198 AER TK 3 MIXER 4 AUTO D034 DO35 AER AER TK 1 MIXER 3 START STOP AI11 RECIRCULATION PUMP 3 SPEED A011 RECIRCULATION PUMP 3 SPD CNTRL D167 AER TK 1 MIXER 1 FAIL DI99 AER TK 3 MIXER 4 RUN D036 AER TK 1 MIXER 4 START STOP AI12 RECIRCULATION PUMP 4 SPEED A012 RECIRCULATION PUMP 4 SPD CNTRL DI68 AER TK 1 MIXER 2 AUTO DI100 AER TK 3 MIXER 4 FAIL D037 AER TK 2 MIXER 1 START STOP AI13 SPARE A013 SPARE D169 AER TK 1 MIXER 2 RUN DO 01 AER TK 4 MIXER t AUTO A114 OFFSITE RECLAIMED PRESSURE A014 SPARE D170 AER TK 1 MIXER 2 FAIL DI102 AER TK 4 MIXER i RUN 0038 AER TK 2 MIXER 2 START STOP AI75 OFFSITE RECLAIMED TURBIDITY A015 SPARE 0171 AER TK t MIXER 3 AUTO D1103 AER TK 4 MIXER 1 FAIL D039 AER TK 2 MIXER 3 START STOP AI16 OFFSITE RECLAIMED CL2 RESIDUAL A016 SPARE 0172 AER TK t MIXER 3 RUN 01104 AER TK 4 MIXER 2 AUTO 0040 AER TK 2 MIXER 4 START STOP D173 AER TK 1 MIXER 3 FAIL 01105 AER TK 4 MIXER 2 RUN D041 AER TK 3 MIXER 1--START/STOP D174 AER TK 1 MIXER 4 AUTO D1106 AER TK 4 MIXER 2 FAIL D042 I AER TK 3 MIXER 2 START STOP D175 AER TK 1 MIXER 4 RUN 01107 AER TK 4 MIXER 3 AUTO D043 AER TK 3 MIXER 3 START STOP D176 AER TK 1 MIXER 4 FAIL D1108 AER TK 4 MIXER 3 RUN D044 AER TK 3 MIXER 4 START STOP D177 AER TK 2 MIXER 1 AUTO D1109 AER TK 4 MIXER 3 FAIL D045 AER TK 4 MIXER 1 START STOP NOTES: D178 AER TK 2 MIXER 1 RUN DI110 AER TK 4 MIXER 4 AUTO D046 AER TK 4 MIXER 2 START/ST P t. MODIFY THE EXISTING INSTRUMENTATION PANEL "ICP4" SCADA SYSTEM I/O 0179 AER TK 2 MIXER 1 FAIL DIM AER TK 4 MIXER 4 RUN 0047 AER TK 4 MIXER 3 START STOP TO INCORPORATE THE NEW 1/0 SIGNALS. DI80 AER TK 2 MIXER 2 AUTO 01112 AER TK 4 MIXER 4 FAIL 0048 AER TK 4 MIXER 4 START STOP 2. PROVICE NEW FUSED TERMINAL BLOCKS FOR EACH NEW DIGITAL INPUT DISI AER TK 2 MIXER 2 RUN DI113 RECIRCULATION PUMP 1 AUTO D049 RECIRCULATION PUMP 1 START/STOP SIGNAL (ALLEN—BRADLEY 1492—H4, BUSSMANN AGCI). 0182 AER TK 2 MIXER 2 FAIL 51114 RECIRCULATION PUMP 1 RUN D050 RECIRCULATION PUMP 2 START STOP 3. PROVIDE NEW INTERPOSING OUTPUT RELAYS FOR EACH NEW DIGITAL OUTPUT DI83 AER TK 2 MIXER 3 AUTO D1115 RECIRCULATION PUMP 1 FAIL D051 RECIRCULATION PUMP 3 START STOP SIGNAL (FINDER 38.51.0.125.0060). 0184 AER TK 2 MIXER 3 RUN DI116 RECIRCULATION PUMP 2 AUTO D052 RECIRCULATION PUMP 4 START STOP C PROVIDE SIGNAL LINE SURGE PROTECTION FOR EACH NEW ANALOG INPUT D185 AER TK 2 MIXER 3 FAIL D1117 I RECIRCULATION PUMP 2 RUN D053 SPARE SIGNAL (CITEL DLA -2403). DI86 AER TK 2 MIXER 4 AUTO D1118 RECIRCULATION PUMP 2 FAIL D054 SPARE 5. FIELD VERIFY THE EXISTING ICP4 PANEL WIRING AND PRODUCE COMPLETE D187 AER TK 2 MIXER 4 RUN DI119 RECIRCULATION PUMP 3 AUTO 0055 SPARE NEW AUTOCAD DRAWINGS REPRESENTING THE AS BUILT CONDITIONS WITH DI88 AER TK 2 MIXER 4 FAIL D1120 RECIRCULATION PUMP 3 RUN D056 SPARE PROPOSED MODIFICATIONS. DI89 AER TK 3 MIXER 1 AUTO DI127 RECIRCULATION PUMP 3 FAIL DOST I SPARE 5. MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE D190 AER TK 3 MIXER 1 RUN D1122 RECIRCULATION PUMP 4 AUTO DOSS SPARE THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS DI91 AER TK 3 MIXER 1 FAIL D1123 RECIRCULATION PUMP 4 RUN 0059 SPARE INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEWDI92 AER TK 3 MIXER 2 AUTO 01124 RECIRCULATION PUMP 4 FAIL D060 SPARE CONFIGURATION, 6I93 AER TK 3 MIXER 2 RUN DI725 SPARE DO61 SPAR D194 AER TK 3 MIXER 2 FAIL QI128 OFFSITE RECLAIMED PUMP AUTO I 0082 SPARE 0195 AER TK 3 MIXER 3 AUTO 01127 OFFSITE RECLAIMED PUMP RUN D053 SPARE outi I nH2a I OFFSITE RECLAIMED PUMP FAIL D064 OFFSITE RECLAIM PUMP START STOP ,,•�' as �, '�•, 1% 7 71 ��. NO •:* i llk• i�� Lu • r • • r •�. 000 j , pP . i��lPttelt��, W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO C N N Jm C J w a 2 c W OS N ai C .O 2 C N .O in l[9 N m oma r U LL 0. W Q LL I O 3 W cJ� V W w DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-1 2 40 OF 48 SHEETS 120V N I I I nI O— 48" FLUORESCENT LIGHT SWITCH UTILITY RECEPTACLE C82 SOLA SDUS50 UPB B50VA __ EDCO HSP121ST1 SURGE HS SUPPRESSOR N3 C93 ' PLC PCWER SUPPLY C94 1/0 POWER SUPPLY CBS n LOOP POWER SUPPLY CBS SCADA NETWORK COMPONENTS C97 !SPARE CBS SPARE 126 POWER DISTRIBUTION DIAGRAM .,rue » FurnsuaF 00" HIGH. 20" DEEP. MIN. 72" WIDE NOTES 1. r-------� 1 1 r ----1 I I I I I I FIBER OPTIC CABLE I I PATCH PANEL PLC6 I I as I I I I I I CITY OF ATLANTIC BEACH STANDARDIZED ALLEN -BRADLEY MODULAR L -------J OPERATOR ANALOG OUTPUTS INTERFACE 0 O • 1769-PA4 POWER SUPPLY OPEN BOTTOM DUPLEX 1- RECEPTACLE ENCLOSURE FOR ON OF .1 TOP CONCRETE CURD • 1769-I178 ANALOG INPUT MODULES, B POINT WIREWAY • 1789-OF4 ANALOG OUTPUT MODULES, 4 POINT ---------J NOTES 1. INSTRUMENTATION CONTROL PANEL "ICP6" SHALL BE EQUIPPED WITH CITY OF ATLANTIC BEACH STANDARD SCADA SYSTEM PLC FULLY PROGRAMMED PLC6 1/0 SCHEDULE TO PROVIDE LOCAL AND REMOTE MONITORING AND CONTROL OF THE NEW FACILITIES. 2. THE CONFIGURATION OF EACH PLC SHALL INCORPORATE THE FOLLOWING ANALOG INPUTS: CITY OF ATLANTIC BEACH STANDARDIZED ALLEN -BRADLEY MODULAR ANALOG INPUTS COMPACTLOGIX PLC COMPONENTS ANALOG OUTPUTS • 1769-L32E ETHERNET CPU, 750K DIGITAL INPUTS • 1769-PA4 POWER SUPPLY DIGITAL INPUTS • 1769-IA16 DIGITAL INPUT MODULES, 16 POINT DIGITAL OUTPUTS • 1769-OA16 DIGITAL OUTPUT MODULES, 16 POINT SIGNAL DESCRIPTION • 1769-I178 ANALOG INPUT MODULES, B POINT SIGNAL DESCRIPTION • 1789-OF4 ANALOG OUTPUT MODULES, 4 POINT - CENTER AT 5-6" ABOVE FLOOR 3. ICP6 SHALL BE EQUIPPED WITH FUSED TERMINAL BLOCKS FOR EACH (5'-0" ABOVE CONCRETE CURB) DIGITAL INPUT SIGNAL, INCLUDING SPARES (ALLEN -BRADLEY 1492-H4, SIGNAL DESCRIPTION PUMP 1 AUTO BUSSMANN AGCI). 4. ICP6 SHALL BE EQUIPPED WITH INTERPOSING OUTPUT RELAYS FOR EACH RECLAIMED WATER PRESSURE NEW DIGITAL OUTPUT SIGNAL, INCLUDING SPARES (FINDER 38.51.0.125.0060), S. ICP6 SHALL BE EQUIPPED WITH SIGNAL LINE SURGE PROTECTION FOR EACH RECLAIMED WATER PUMP 1 PACING NEW ANALOG INPUT AND OUTPUT SIGNAL, INCLUDING SPARES (CITEL MCC6 POWER AVAILABLE OLA -24D3). - S. MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION TO INCORPORATE RECLAIMED WATER PUMP 2 CONTROL THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS RECLAIMED WATER FLOW INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC RECLAIMED WATER PUMP 2 SPEED PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW RECLAIMED WATER PUMP 2 PACING CONFIGURATION. F711 1 I INSTRUMENTATION CONTROL PANEL "I26" DETAIL NOT TO SCALE III 4 •.....•.qSs�- �\Q�,.,G ENS '�fi v : ' , . i o 37971 3' *:1,?�. a: :W: • •os.0 O Ft�pP•�\4. 'S , O N W. DAVID LASSETTER PE/37971 REVISIONS PROJECT FILE NO 0) N�� N J D 91 N O J m m N o o r+ C LL W M !n of C 0 C"c N = y�0 `f rn U � ,IQ,I I.L. 6G. W QLL 1 O Q WS Q J U W w DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-13 41 OF 46 SHEETS PLC6 1/0 SCHEDULE ANALOG INPUTS: ANALOG INPUTS ANALOG OUTPUTS DIGITAL INPUTS DIGITAL INPUTS DIGITAL OUTPUTS 10 SIGNAL DESCRIPTION 10 SIGNAL DESCRIPTION 1/0 SIGNAL DESCRIPTION 1 0 SIGNAL DESCRIPTION 1 0 SIGNAL DESCRIPTION PUMP 1 AUTO 1/0 D001 SIGNAL DESCRIPTION RECLAIMED WATER PUMP 1 CONTROL AIDC RECLAIMED WATER PRESSURE A109 RECLAIMED WATER PUMP 1 SPEED A001 RECLAIMED WATER PUMP 1 PACING D101 MCC6 POWER AVAILABLE D117 D118 HYPOCHLORITE HYPOCHLORITE PUMP 1 RUNNING D002 RECLAIMED WATER PUMP 2 CONTROL A102 RECLAIMED WATER FLOW A110 RECLAIMED WATER PUMP 2 SPEED A002 RECLAIMED WATER PUMP 2 PACING D102 RECLAIMED WATER PUMP 1 AUTO HYPOCHLORITE PUMP 1 FAIL D003 RECLAIMED WATER PUMP 3 CONTROL A103 RECLAIMED WATER CHLORINE RESIDUAt AI11 RECLAIMED WATER PUMP 3 SPEED A003 RECLAIMED WATER PUMP 3 PACING D103 RECLAIMED WATER PUMP 1 RUNNING DI19 D120 HYPOCHLORITE PUMP 2 AUTO D004 HYPOCHLORITE PUMP 1 CONTROL A104 RECLAIMED WATER TURBIDITY A112 HYPOCHLORITE PUMP 1 SPEED A0114 HYPOCHLORITE PUMP 1 PACING D104 RECLAIMED WATER PUMP 1 FAIL RECLAIMED WATER PUMP 2 AUTO 0121 HYPOCHLORITE PUMP 2 RUNNING D005 HYPOCHLORITE PUMP 2 CONTROL A105 RECLAIMED PUMP WET WELL LEVEL AI13 HYPOCHLORITE PUMP 2 SPEED A005 HYPOCHLORITE PUMP 2 PACING DI05 D106 RECLAIMED WATER PUMP 2 RUNNING D122 HYPOCHLORITE PUMP 2 FAIL D006 SPARE A106 HYPOCHLORITE TANK 1 LEVEL A114 SPARE A006 SPARE 0107 RECLAIMED WATER PUMP 2 FAIL 0123 SPARE D007 SPARE A107 HYPOCHLORITE TANK 2 LEVEL A115 SPARE A007 SPARE DIOS RECLAIMED WATER PUMP 3 AUTO D124 SPARE 0008 SPARE AIDS SPARE A116 SPARE ADDS SPARE D109 RECLAIMED WATER PUMP 3 RUNNING D125 SPARE D009 SPARE DOG RECLAIMED WATER PUMP 3 FAIL D126 SPARE D010 SPARE 0111 SPARE D127 SPARE D011 SPARE D112 SPARE 0126 SPARE D012 SPARE D113 SPARE D129 SPARE D013 SPARE DI14 SPARE D130 SPARE D014 SPARE D115 SPARE D131 SPARE D015 SPARE n.� Ctl6DC DI32 SPARE D018 _ SPARE III 4 •.....•.qSs�- �\Q�,.,G ENS '�fi v : ' , . i o 37971 3' *:1,?�. a: :W: • •os.0 O Ft�pP•�\4. 'S , O N W. DAVID LASSETTER PE/37971 REVISIONS PROJECT FILE NO 0) N�� N J D 91 N O J m m N o o r+ C LL W M !n of C 0 C"c N = y�0 `f rn U � ,IQ,I I.L. 6G. W QLL 1 O Q WS Q J U W w DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-13 41 OF 46 SHEETS -4— I AERATION TANK I �I AERATION NOTES; 1. THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO BID TO EVALUATE EXISTING CONDITIONS. I STALLATION OF THE NEW FACILITIES WILL REQUIRE FIELD COORDINATION WITH PLANT OPERATIONS TO PERMIT MAINTENANCE OF OPERATION DURING CONSTRUCTION. DURATION OF POWER OUTAGES SHALL BE MINIMUM REQUIRED FOR SAFE INSTALLATION AND SHALL BE SCHEDULED WITH AND APPROVED BY THE OWNER. 2. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID EXISTING UNDERGROUND UTILITIES INCLUDING PROCESS PIPING, WATER LINES, CHEMICAL FEED PIPING, ELECTRICAL CONDUITS, TELEPHONE, ETC. HAND EXCAVATION SHALL BE REQUIRED IN CONGESTED AREAS WHERE THE EXACT LOCATION OF ALL UTILITIES IS UNKNOWN AND SURFACE LOCATION IS NOT PRACTICAL. LOCATIONS SHOWN FOR THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY, NOT ALL OF THE EXISTING UNDERGROUND UTILITIES ARE SHOWN. FIELD ADJUST LOCATIONS OF THE NEW FACILITIES TO ACCOMMODATE THE EXISTING SITE CONDITIONS AND UNDERGROUND UTILITIES. 3. REMOVE THE EXISTING SIDEWALK BETWEEN ELECTRICAL MH2 AND MH3 TO ACCOMMODATE INSTALLATION OF NEW UG CONDUITS REPLACE SIDEWALK UPON COMPLETION OF NEW CONSTRUCTION, 4. UNDER PHASE 1 INSTALL THE PHASE 2 CONDUITS P800 AND FBOO FROM MH2 TO MH3. 5. MODIFY THE EXISTING PLANT VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACILITIES, UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. �— EXISTING OLD CLARIFIER PIT PUMP CONTROL PANEL (0703) MODIFY THE EXISTING CONTROL PANEL AS REQUIRED C TO PROVIDE THE NEW SCADA SYSTEM 1/0 SIGNALS. op NEW INSTRUMENTATION CONTROL PANEL "ICP7' WITH SCADA SYSTEM PL07 MOUNTED IN THE LAB BUILDING ELECTRICAL ROOM (P7DO, 5700, 0701) EXISTING SCADA SYSTEM HMI, MODIFY THE EXISTING VTSCADA SYSTEM CONFIGURATION AS REQUIRED TO MONITOR AND CONTROL THE NEW FACILITIES 0 r� Np r • OF lV` EXISTING 240Y MOTOR CONTROL CENTER: �i �S•••.; O p y O P•• �� MODIFY THE EXISTING MOTOR CONTROL CENTER AS••••••••••�� REQUIRED TO PROVIDE THE NEW SCADA SYSTEM 1/0 ♦ 0NA SIGNALS. 1 F p l, 1 1 1 1 1 SCALE: 1' 30' 31C 0 -- 3J-- e W. DAVID LASSETTER PE,#37971 REVISIONS PROJECT FILE NO ` V V C4Of N 2 M 0] CS) U) y c 0 W '� ca C .O co C N to O U) �' A U 4 W u, 1 0 W J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-14 42 OF 48 SHEETS PROVIDE NEMA 4X MANUAL MOTOR STARTER AND 120V. I PHASE. 20A SIMPLEX RECEPTACLE WITH IN USE COVER ADJACENT TO SAMPLE PUMP. UNDER PHASE 1 PROVIDE POWER FROM THE EXISTING CHLORINE CONTACT TANK NORTH SAMPLE PUMP RECEPTACLE. UNDER PHASE 2 PROVIDE POWER FROM THE NEW LIGHTING PANEL L8, NOTES: 1. PT -350: NEW OFFSITE RECLAIMED WATER PRESSURE TRANSMITTER. PROVIDE 318SS 2 VALVE MANIFOLD FOR PROCESS CONNECTION. PROVIDE NEMA 12/3R FIELD INSTRUMENTATION ENCLOSURE WITH SIGNAL LINE SURGE PROTECTION. 2. AT -351: NEW OFFSITE RECLAIMED WATER TURBIDITY ANALYZER. PROVIDE SAMPLE AND DRAIN LINE PRESSURE REGULATION IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE NEMA 12/3R NON-METALLIC FIELD INSTRUMENTATION ENCLOSURE WITH POWER AND SIGNAL LINE SURGE PROTECTION. NEW ENCLOSURE SHALL MATCH THE EXISTING PLANT EFFLUENT CHLORINE RESIDUAL ANALYZER ENCLOSURE. 3. AT -352: NEW OFFSITE RECLAIMED WATER CHLORINE RESIDUAL ANALYZER, PROVIDE SAMPLE AND DRAIN LINE PRESSURE REGULATION IN ACCORDANCE PATH THE MANUFACTURER'S REQUIREMENTS. PROVIDE NEMA 12/3R NON-METALLIC FIELD INSTRUMENTATION ENCLOSURE WITH POWER AND SIGNAL LINE SURGE PROTECTION. NEW ENCLOSURE: SHALL MATCH THE EXISTING PLANT EFFLUENT CHLORINE RESIDUAL ANALYZER ENCLOSURE. 4. PROVIDE 120V POWER TO EACH NEW INSTRUMENT FROM THE EXISTING PLANT EFFLUENT INSTRUMENTATION CONTROL POWER CIRCUIT. LT -360 EFFLUENT WET WELL LEVEL TRANSDUCER (5360) NEW BLUE RIBBON BIRD CAGE SUBMERSIBLE PRESSURE TYPE EFFLUENT WET WELL LEVEL TRANSDUCER WITH 315SS MOUNTING SYSTEM, PROVIDE NEMA 4X TERMINAL BOX WITH BLUE RIBBON SURGE PROTECTION FOR LIFETIME WARRANTY, EXISTING S02 INDUCTOR TO BE RELOCATED AND CONVERTED TO CL2 INDUCTOR. PROVIDE NEW JUNCTION BOX AS REQUIRED TO RECONNECT THE EXISTING INDUCTOR MOTOR SUBMERSIBLE CABLE. EXTEND NEW MOTOR FEEDER TO THE EXISTING INDUCTOR MOTOR JUNCTION BOX (3/4'C, 4J12). OFFSITE RECLAIMED WATER PUMP (P350) NEMA 4X ALUMINUM TERMINAL BOX STS350 (S350) PT -350 OFFSITE PRESSURE TRANSMITTER (S351) AT -351 OFFSITE TURBIDITY METER (S352) AT -352 OFFSITE TURBIDITY METER (S353) LAS ,tom OT►••N•••• • • ��, yv .v 9�g Z %y0 ' �SLu Q cl PL o �s0. s�DIy�P1Er0;16, - V ��1►JI1141410 5 1' YY �� W. DAVID LASSETTER PE#37971 REVISIONS PROJECT FILE NO N N VC14 (D C 'J d L M c r us LIJ D3 Oi C .O C N •� V7 � N U � J U Q W � `< 0 1 <W Q CJ� V NW Li DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY W D L SHEET E-15 43 OF 48 SHEETS RECLAIMED WATER PUMP STATION - (SEE E-17) HYDROPNEUMATIC TANK AIR COMPRESSOR (P673) PROVIDE NEMA 4X MANUAL MOTOR STARTER FOR LOCAL DISCONNECT. MOTOR CONTROL CENTER "MCC6" (P600) INSTRUMENTATION CONTROL PANEL 'ICP6" (F660) P600, F660 (NOTE 3) SODIUM HYPOCHLORITE BUILDING (SEE E-18) L EXISTING MAIN INSTRUMENTATION PANEL (MIP) O XFMR PS ❑Il ❑ OF a ❑ wioa u^�1nr+F�cun ❑ 0 ao+ AEROBIC a DIGESTER EXISTING SOADA SYSTEM MODIFY EXISTING a'AAO VTSCADA SYSTEMCONFIGURATIONAS REQUIRED M LAB MONITOR AND CONTROL THE NEW FACILITIES, THICKENER BUILDING TANK MAINT SLUDGE Q BLDG ° BEDS �� RNKw SLUDGE c) BEDS °q, �; No 379 ;9 WELL NO.2 `0 PP ccEXISTING 240V MOTOR CONTROL CENTER • S.j, f �� • • 40R •• �'? �''•s`S//O i�I ii�o` 30 _0 W. DAVID LASSETTER PE#37971 PRASE 2 - ELECTRICAL SITE PLAN I FILE NO I i� O7 N O] c0V 0) W ' o W N m C 0 c cu U �f C4 1 Q �N W ><LL 1 AL <W G Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-16 44 OF 4H SHEETS NOTES: 1, THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO BID TO EVALUATE EXISTING CONDITIONS. INSTALLATION OF THE NEW FACILITIES WALL REQUIRE FIELD COORDINATION WITH PLANT OPERATIONS TO PERMIT MAINTENANCE OF OPERATION DURING CONSTRUCTION. DURATION OF POWER OUTAGES SHALL BE MINIMUM REQUIRED FOR SAFE INSTALLATION AND SHALL BE SCHEDULED WITH AND APPROVED BY THE OWNER. 2. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID EXISTING UNDERGROUND UTILITIES INCLUDING PROCESS PIPING, WATER LINES, CHEMICAL FEED PIPING, ELECTRICAL CONDUITS, TELEPHONE, ETC, HAND EXCAVATION SHALL BE REQUIRED IN CONGESTED AREAS WHERE THE EXACT LOCATION OF ALL UTILITIES IS UNKNOWN AND SURFACE LOCATION IS NOT PRACTICAL LOCATIONS SHOWN FOR THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. NOT ALL OF THE EXISTING UNDERGROUND UTILITIES ARE SHOWN. FIELD ADJUST LOCATIONS OF THE NEW FACILITIES TO ACCOMMODATE THE EXISTING SITE CONDITIONS AND UNDERGROUND UTILITIES. 3. REMOVE THE EXISTING SIDEWALK BETWEEN ELECTRICAL MH3 AND MH4' TO ACCOMMODATE INSTALLATION OF NEW UG CONDUITS, REPLACE SIDEWALK UPON COMPLETION OF NEW CONSTRUCTION. 4. MODIFY THE EXISTING PLANT VTSCADA SYSTEM CONFIGURATION TO INCORPORATE THE NEW FACILITIES. UPDATE THE EXISTING SCADA SYSTEM O&M MANUALS INCLUDING FUNCTIONAL DESCRIPTIONS, SCREEN SHOT EXHIBITS, PLC PROGRAMMING LADDER LOGIC, ETC. TO COMPLETELY DOCUMENT THE NEW CONFIGURATION. PP L EXISTING MAIN INSTRUMENTATION PANEL (MIP) O XFMR PS ❑Il ❑ OF a ❑ wioa u^�1nr+F�cun ❑ 0 ao+ AEROBIC a DIGESTER EXISTING SOADA SYSTEM MODIFY EXISTING a'AAO VTSCADA SYSTEMCONFIGURATIONAS REQUIRED M LAB MONITOR AND CONTROL THE NEW FACILITIES, THICKENER BUILDING TANK MAINT SLUDGE Q BLDG ° BEDS �� RNKw SLUDGE c) BEDS °q, �; No 379 ;9 WELL NO.2 `0 PP ccEXISTING 240V MOTOR CONTROL CENTER • S.j, f �� • • 40R •• �'? �''•s`S//O i�I ii�o` 30 _0 W. DAVID LASSETTER PE#37971 PRASE 2 - ELECTRICAL SITE PLAN I FILE NO I i� O7 N O] c0V 0) W ' o W N m C 0 c cu U �f C4 1 Q �N W ><LL 1 AL <W G Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-16 44 OF 4H SHEETS i SODIUM HYPOCHLORITE TANK LEVEL CONTROL PANEL (P650, S650) CITY OF ATLANTIC BEACH STANDARD GATE MOTOR OPERATOR NEMA 4X CARD READER ACCESS CONTROL STATION WITH GOOSE NECK MOUNTING POST (P681, 5681) SODIUM HYPOCHLORITE PUMP CONTROL PANEL (P640, C840, 5640) GATE MOTOR OPERATOR NEMA 4X OPEN/CLOSE P8 STATION WITH GOOSE NECK MOUNTING POST (C682) GATE MOTOR OPERATOR (P680, 0680, 5680) RECLAIMED WATER PUMPS LT -600 RECLAIMED WATER WET WELL LEVEL TRANSDUCER (S863) NEW BLUE RIBBON BIRD CAGE SUBMERSIBLE PRESSURE TYPE WET WELL LEVEL TRANSDUCER WITH 316SS MOUNTING SYSTEM. PROVIDE NEMA 4X TERMINAL BOX WITH BLUE RIBBON SURGE PROTECTION FOR LIFETIME WARRANTY. MOUNT TERMINAL BOX ABOVE WELL WELL. PROVIDE LEVEL SENSOR CABLE CONDUIT SLEEVE FROM THE TERMINAL BOX INTO THE WELL WELL. SEAL CONDUIT SLEEVE OATH DUCT SEAL. PT -600 (S662) PROJECT FILE NO c •a V ti C11 � � m m J � 0C 0 O C r LL W mai m= C 0 C N UUS n N Q r ' N U � J U �N W Q 0 1 WC C Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN'BY ETS DESIGNED BY WDL SHEET E-17 45 OF 48 SHEETS F %% . :3.• Na 37 ANALYZER AND ,. INSTRUMENTATION CONTROL PANEL 'ICPB" = #' ti �)c AT -601 RECLAIMED WATER TURBIDITY AT -602 RECLAIMED WATER CL2 RESIDUAL ANALYZER P660, F680 ?j ( ) .. NOTES; (Peet, 5661) STATE F ' 4/ • 1. PT -800•. NEW RECLAIMED WATER PRESSURE TRANSMITTIER. PROVIDE 316SS 2 VALVE MANIFOLD FOR PROCESS CONNECTION. PROVIDE NEMA 12/3R FIELDMOTOR• INSTRUMENTATION ENCLOSURE WITH SIGNAL LINE SURGE PROTECTION. PROVIDE NON-METALLIC BACKBOARD WITH SAMPLE AND DRAIN PIPING SYSTEMS. RELOCATE AND LYZTAG THE PHASE 1 OFFSITE RECLAIMED WATER ANALYZERS �(/ ," f OOCONTROL CENTER "MCCB" • ��•••�4 O P•• \ , (AT -351, AT -352) TO THE NEW BACKBOARD. R G' 2. PT -350: RECONNECT AND RE -TAG THE PHASE 1 OFFSITE RECLAIMED WATER PRESSURE TRANSMITTER TO MONITOR IN -PLANT REUSE WATER PRESSURE. PIPING SYSTEMS SHALL INCLUDE ,� v��1 •`•••`•y�'_ 4` t �+ tBa'�1' ��` PROVIDE NEW 1/2" TAP AND VALVE ON THE EXISTING REUSE HEADER AND SAMPLE AND DRAIN ALL REQUIRED SAMPLE FLOW AND PRESSURE CONTROL EACH ANALYZER. 10 ONq,,,L�l 5 EXTEND NEW 1/2" SCHEDULE 80 PVC SENSING LINE TO THE PHASE 1 DEVICES FOR PROPER OPERATION OF TRANSMITTER. 3. FT -600: NEW RECLAIMED WATER FLOW METER. PROVIDE NEMA 12/3R ALUMINUM FIELD INSTRUMENTATION ENCLOSURE WITH POWER AND SIGNAL W. DAVID LASSETTER PE/37971 LINE SURGE PROTECTION. PHASE 2 - ELECTRICAL F PROJECT FILE NO c •a V ti C11 � � m m J � 0C 0 O C r LL W mai m= C 0 C N UUS n N Q r ' N U � J U �N W Q 0 1 WC C Q J U W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN'BY ETS DESIGNED BY WDL SHEET E-17 45 OF 48 SHEETS TYPICAL 1" PVC CONDUIT SLEEVE IN EACH FLANGED PVC CABLE GUARD TO PROTECT DUCTLESS SPLIT SYSTEM HVAC (FUJITSU 18RLO) OUTDOOR UNIT TYPICAL /14/0 BARE COPPER COUNTERPOISE LOOP TYPICAL TYPE "W LIGHT FIXTURE (LITHONIA TWH-175M—CR—PER WITH 1-175W MH LAMP AND PE CONTROL) CORNER THROUGH BUILDING FOR LIGHTNING PROTECTION DOWNLEAD CONDUCTORS. PIPING AND ELECTRICAL CONNECTIONS BETWEEN OUTDOOR UNIT AND INDOOR UNIT, (UTHONIA DMS-232-ES-GEB-AL, I f ALUM BODY WITH 2-F32T6 LAMPS) I I I I I ' PAD MOUNTED v COLOR SHALL MATCH BUILDING EXTERIOR. • a WG @ 1.6-4 12"12' SODIUM HYPOCHLORITE TANK LEVEL CONTROL PANEL WITH NEMA 4X NON-METAWC ENCLOSURE, INDOOR UNIT WALL MOUNTED (P650, SOSO). PROVIDE POWER AND SIGNAL LINE SURGE WITH WIRED REMOTE CONTROL / I we I \ SODIUM HYPOCHLORITE PUMP CONTROL PANEL P870�f/ LT LT LE LE TYPICAL AT EACH CORNER: I sn I '------_--- pAVfD �. TYPICAL SNYDER INDUSTRIES APG ULTRASONIC TANK PROVIDE GROUND ROD BONDED �� \: •�� E `Y S •n• 3•` �, LEVEL TRANSMITTER WITH NEMA 4X ENCLOSURE, DIGITAL DISPLAY, AND ADJUSTABLE HIGH LEVEL ALARM CONTACT. It I `�► ��/ : • NO 37971 •• TO BUILDING FOUNDATION STEEL � -- PROVIDE 8" ALUMINUM CHANNEL FROM FLOOR TO ^EILING FOR TRANSMITTER MOUNTING AND CONDUIT SUPPORT. • .� I • �„J ZY%. TYPICAL SNYDER DST ULTRASONIC TANK LEVEL SENSOR (LITHONIA TWH-175M-CR-PER WITH 1-175W MH LAMP AND PE CONTROL) I I TYPICAL CONCRETE CURB WIREWAY��~� r,•: i':•:• I vi I SODIUM HYPOCHLORITE BUILDING — POWER AND LIGHTING PLAN I TYPICAL WITH ALUMINUM CHECKERED PLATE COVER OVER OPEN SPACES ^.;} AT601 i' I,.AT ^ I FLOOR I TURBIDITY f f I I OPENINGS I i �••• , , 1° N i ro ;• I AITCO2 i•AT RECLAIMED WATER INSTRUMENTATION r �.. BACKBOARD I I I I �• w I yy A yy A I I i i C661 5661 J .I I TYPICAL BOND TO POWER DISTRIBUTION EQUIPMENT t° 9" I I " LIGHTING PANEL L6 I ( e m I I f N O � i IXI 1 I iv I MOTOR CONTROL CENTER � I r I I "MCC6" i i TYPICAL TYPE "A" LIGHT FIXTURE v (LITHONIA DMS-232—ES—GEB—AL, ALUM BODY WITH 2—F32T6 LAMPS) toI v I V A I I INSTRUMENTATION CONTROL PANEL "ICPB" I I_ I � L J TYPICAL TYPE "X" LIGHT FIXTURE ---_-_-- _ _ - I I I (LITHONIA IND1235, EMERGENCY LIGHT WITH 2-9W KRYPTON LAMPS) AT TWO DIAGONAL CORNERS: I (TYPICAL) BOND LIGHTNING PROTECTION DOWNLEAD 10'-0" BUILDING EXTERIOR CONDUCTOR TO COUNTERPOISE 10'-6" ROOF LINE PRE—CAST CON1,RETE BUILDING FLOOR PLAN ELECTRICAL BUILDING — EQUIPMENT LAYOUT ELECTRICAL BUILDING — LIGHTING PLAN SCALE: 1/4" - i'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = t'-0" THE ELECTRICAL BOLDING SHALL BE A PRECAST CONCRETE BUILDING AS MANUFACTURED BY OLDCASTE PRECAST, INC. REVr ISIONS [PILE NO c� � N N Jmcu� S J d rn ai N 00 O W M�mgP C 0 C N 0 to n N UQ�' U � J U Q LL W <U. 1 0 WS J U W DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-18 46 OF 48 SHEETS ------------------------------------- ______--------___________________TYPICAL TYPICALTYPE "A" LIGHT FIXTURE I (UTHONIA DMS-232-ES-GEB-AL, I f ALUM BODY WITH 2-F32T6 LAMPS) I I I I I ' v • a WG @ 1.6-4 WG 2 C�® L6-4 SODIUM HYPOCHLORITE TANK LEVEL CONTROL PANEL WITH NEMA 4X NON-METAWC ENCLOSURE, LT -652 LT -651 P652 ® (P650, SOSO). PROVIDE POWER AND SIGNAL LINE SURGE ® S651 S652 5851 11�t"" PROTECTION FOR THE TANK LEVEL TRANSMITTERS. SODIUM HYPOCHLORITE PUMP CONTROL PANEL LT LT LE LE �,1„' +,JIIIII (P640, CM, S640) pAVfD �. TYPICAL SNYDER INDUSTRIES APG ULTRASONIC TANK �� \: •�� E `Y S •n• 3•` �, LEVEL TRANSMITTER WITH NEMA 4X ENCLOSURE, DIGITAL DISPLAY, AND ADJUSTABLE HIGH LEVEL ALARM CONTACT. `�► ��/ : • NO 37971 •• PROVIDE 8" ALUMINUM CHANNEL FROM FLOOR TO ^EILING FOR TRANSMITTER MOUNTING AND CONDUIT SUPPORT. • .� TYPICAL TYPE "W LIGHT FIXTURE • �„J ZY%. TYPICAL SNYDER DST ULTRASONIC TANK LEVEL SENSOR (LITHONIA TWH-175M-CR-PER WITH 1-175W MH LAMP AND PE CONTROL) 0 SODIUM HYPOCHLORITE BUILDING — POWER AND LIGHTING PLAN IIO!Vl1t F 1;'NA E,1/4" - V -O" SCALE: 1/4" = 1'-0" W. DAVID LASSETTER PE#37971 REVr ISIONS [PILE NO c� � N N Jmcu� S J d rn ai N 00 O W M�mgP C 0 C N 0 to n N UQ�' U � J U Q LL W <U. 1 0 WS J U W DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-18 46 OF 48 SHEETS HEAVY DUTY POLYMER CONCRETE COVER WITH "GROUND" LOGO MIN. 18" DEEP x 12" DIAMETER POLYMER CONCRETE HANDHOLE INSTALLED FLUSH WITH GRADE GROUND ROD REMOVABLE GROUND CLAMP COUNTERPOISE CONDUCTOR L 4" THICK GRAVEL BED I TEST/INSf NOT TO SCALE NOTES: 1. PROVIDE A MINIMUM OF ONE GROUND TEST/iNSPECTION STATION FOR EACH BUILDING GROUND OR UGHTNING PROTECTION SYSTEM. GROUND ROD TRIAD SHALL CONSIST OF THREE GROUND RODS BONDED TO 141� A MINIMUM 7' DIAMETER #4/0 CU 0. BONDING RING CONDUCTOR 120"� GROUND RODS SHALL BE ORIENTED -� AT 120' AROUND THE CIRCUMFERENCE OF THE BONDING RING CONDUCTOR TOP ME N1 GROU14D RODS SHALL BE MINIMUM 20' LONG, 3/4' DIAMETER, COPPER -CLAD BONDING RING CONDUCTOR STEEL SECTIONS GROUIJD RODS SHALL BE DRIVEN AT 45' FROM THE CENTER OF THE BONDING �� RING OONOUCTOR 45'45' \ GROUND ROD SECTIONS SHALL BE \\Y GROUND AND DRIVEN TO ESTABLISH A ? � MO XIMUM OHMS FOR RESISTANCE THE TRIAD GROUND OF SIDE VIEW TYPICAL GROUND ROD TRIAD DETAIL 12" WARNING TAPE (I' SCH 40 PVC CONDUITS UNDERGROUND (TYPICAL) 2.5" MIN. SPACING TYPICAL DIRECT BURIED CONDUIT DETAIL NOT TO SCALE NOTES: 1, SEE ELECTRICAL SITE PLAN AND CONDUIT AND CABLE SCHEDULE FOR NUMBER AND SIZE OF CONDUITS. COMPOSOUTE REINFORCED POLYMER CONCRETE SERVICE BOX AND LOCKING COVER WITH MOLDED "ELECTRIC" LOGO; MINIMUM: 36"x 24"x 18" DEEP (POWER) 24"x 18"x 18" DEEP (INSTRUMENTATION) T— 11 1 2'-0' DIRECT BURIED CONDUITS MINIMUM 10' LONG PER THE CONDUIT AND GROUND ROD CABLE SCHEDULE TYPICAL UNDERGROUND PULL BOX DETAIL NOT TO SCALE CON70L STATION AT 4-0" A.F.F. PULL BOX (NEMA 4X ALUM SORE COVER) MINIMUM 6"x 2" x 5/16" ALUMINUM CHANNEL WITH WELDED BASE PLATE f,�) 1— SEALTIGHT FLEXIBLE CONDUIT WITH ALUMINUM CONNECTORS MOTOR POWER AND CONTROL CONDUITS PER SCHEDULE TYPICAL MOTOR CONNECTION NOT TO SCALE PROJECT FILE NO � M � L) �0 'co c W mai w' m. 0 � � Y6 N Q r 6 N rn U In0 1 U UN- Lu Q0 O� 0 W 111\J`/{ V W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-19 47 OF 48 SHEETS MIN. 4' RIGID ALUMINUM CONDUIT SUPPORT POST PATH PIPE CAPS. PROVIDE MASTIC SEAL COATING ON ALL U ��- M FRAME ALUMINUM SURFACES BELOW GRADE OR EMBEDDED IN CONCRETE. (CAST PLACE) ELECTRICAL EQUIPMENT ENCLOSURE - I-.--- 12" MIN vv�v MIN 1/2" % 3" ALUM FLAT BAR SUPPORT CHANNEL (TYPICAL) 'o TWO SECTION ALUMINUM T6 rr CONDUIT SUPPORT POSTS (TYPICAL) 4" HECKERED PLATE COVER �H-20 ALUMINUM FLAT BAR SUPPORT LOAD RATING) CHANNEL (TYPICAL) REINFORCED CONCRETE I CONDUIT ENTRANCE OPENING (H-20 LOAD RATING L J 126 W KNOCKOUT WINDOW (TYPICAL EACH WALL) _ _ _ I III 12" MIN. $d I MIN �-.---42" MIN'--� 7 REINFORCED CONCRETE L124' 8" SO. X 5" DEEP SUMP EQUIPMENT PAD 6" ELECTRICAL EQUIPMENT ENCLOSURE 6" PROVIDE 12" DIAMETER CONCRETE FOOTER FOR EACH SUPPORT POST TYPICAL ELECTRICAL MANHOLE DETAIL NOT TO SCALE TYPICAL ELECTRICAL EQUIPMENT MOUNTING DETAIL NOT TO SCALE LAS NOTES: %%_� 9 ••c.••••••• SLS S�••�CCT '+ 1. PROVIDE A MINIMUM OF ONE IV LONG GROUND ROD AT EACH ELECTRICAL MANHOLE. `,vP�-.•`GGN • • 379 • • ••• `�Q,� �� ''FSS/p N P�;� �`• W. DAVID LASSETTER PE137971 ELECTRICAL DETAILS PROJECT FILE NO � M � L) �0 'co c W mai w' m. 0 � � Y6 N Q r 6 N rn U In0 1 U UN- Lu Q0 O� 0 W 111\J`/{ V W ry DATE AUGUST 2013 SCALE AS SHOWN DRAWN BY ETS DESIGNED BY WDL SHEET E-19 47 OF 48 SHEETS MINIMUM 8" EPDXY ANCHORS INSTRUMENTATION WITH 318SS STUDS AND NUTS 1 NYLON CORD CONNECTOR TRANSMITTER INPUTS 00 AS REQUIRED PULL HANDLE �• I 1.5" 318SS ANGLE 6" r ---I �--- 1/8" 31OSS ANGLE WELD 3/B" SS ROD TO PIPE IN TWO LOCATIONS TO ALLOW 1/2" 318SS PIPE PIPE TO BE LIFTED UP FROM m 0 + BRACKET NEMA 4X ENCLOSURE ------ SIDE VIEW FRONT VIEW _TYPICAL SUBMERSIBLE PRESSURE TRANSDUCER MOUNTING DETAIL FIELD INSTRUMENT SENSOR CABLE CONDUIT DIRECTLY INTO FIELD INSTRUMENT r1r----- I 1 I ( HELD INSTRUMENT CONNECTION BOX (FICB) I I 1 I SHALL BE EOCO TYPE SLAC WITH LIGHTNING I I I I AND SURGE SUPPRESSION FOR AC POWER I I I I INSTRUMENT SIGNAL CIRCUITS, AND CIRCUIT L J L... _ _ J BREAKER, WITHIN NEMA 0 FIBERGLASS HINGED COVER ENCLOSURE THE FICB ENCLOSURE COVER HINGES SHALL BE AT THE BOTTOM OF THE ENCLOSURE PROVIDE SUPPLEMENTAL GROUNDING GRID AT FIELD MOUNTED INSTRUMENTATION WITH MINIMUM #6 COPPER BONDING JUMPER TO a THE FICB SURGE SUPPRESSORS FIELD INSTRUMENT AC POWER AND SIGNAL CIRCUIT CONDUITS INTO FICB ENCLOSURE TYPICAL FIELD INSTRUMENT CONNECTION BOX (FICB) NOT TO SCALE FIELD INSTRUMENT WEATHER PROTECTION ENCLOSURE 1/0 PANEL INSTRUMENTATION 1 -t TRANSMITTER INPUTS CONNECTION BOX I 6" r ---I FIELD INSTRUMENT WITH � ± m 0 + NEMA 4X ENCLOSURE ------ - I I 0- �< L N G TYPICAL FIELD INSTRUMENTATION I I 2#12 & #lOG ® 0- WEATHER PROTECTION ENCLOSURE: L_ J ® U 0 NEMA 12/3R ALUMINUM, HINGED rn -T DOOR WITH LATCHING HANDLE, AND I POWER FIELD INSTRUMENT n r-- i o U VENTILATION LOUVERS IN TOP AND I I I CONNECTION BOX (FICB) III III I I B BOTTOM OF EACH SIDE I L J ul_ .1 VENTILATION LOUVER - S. -4 —j- 3" SIDE VIEW FRONT VIEW TYPICAL OUTDOOR FIELD INSTRUMENT NOT TO SCALE MOUNTING DETAIL FIELD INSTRUMENT WEATHER PROTECTION ENCLOSURE 1/0 PANEL �11/llfly�� A Las ♦ .. .� C' �. 4K •.. %40 cc 'w- 00'.� 0 F L %1%. ssi /i.111ETTER PE#37971 ELECTRICAL DETAILS REVISIONS PROJECT FILE NO N N _ n j rn o _C 'Cj) to O LLI cmai v) 0 _ C •C? C6 N 0 V) La N rn U °f J U LL N L.L. W LL 1 Qol SW Q V W ry DATE AUGUST 2013 'CALF AS SHOWN )RAWN BY ETS )ESIGNED BY WDL MEET E-20 48 OF 48 SHEETS INSTRUMENTATION FIELD INSTRUMENTATION TRANSMITTER INPUTS CONNECTION BOX I TSP#18 � ± m 0 + ------ - 0- �< L N G pqu U 2#12 & #lOG ® 0- ® U 0 120V �11/llfly�� A Las ♦ .. .� C' �. 4K •.. %40 cc 'w- 00'.� 0 F L %1%. ssi /i.111ETTER PE#37971 ELECTRICAL DETAILS REVISIONS PROJECT FILE NO N N _ n j rn o _C 'Cj) to O LLI cmai v) 0 _ C •C? C6 N 0 V) La N rn U °f J U LL N L.L. W LL 1 Qol SW Q V W ry DATE AUGUST 2013 'CALF AS SHOWN )RAWN BY ETS )ESIGNED BY WDL MEET E-20 48 OF 48 SHEETS ANALOG INPUTS TSP#18 TSP#18 m 0 2#12 & #lOG ® 0- ® U 120V POWER o U B 0 �11/llfly�� A Las ♦ .. .� C' �. 4K •.. %40 cc 'w- 00'.� 0 F L %1%. ssi /i.111ETTER PE#37971 ELECTRICAL DETAILS REVISIONS PROJECT FILE NO N N _ n j rn o _C 'Cj) to O LLI cmai v) 0 _ C •C? C6 N 0 V) La N rn U °f J U LL N L.L. W LL 1 Qol SW Q V W ry DATE AUGUST 2013 'CALF AS SHOWN )RAWN BY ETS )ESIGNED BY WDL MEET E-20 48 OF 48 SHEETS