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6.1-1802
T1ESE DRAMNGS f58L'ED PER ISH IO — WONKS SUBMtt1AL CBK-46 O3/23/2016 6LPoPLON POOR ANN PROPOSING ~N0. PERSONAL ALI PLO 5 PoPIT C2 DEMOLIFLON AND WALKED CONPROL MAN ED SI 7 AND RABBI PLAN C4 PIPING PUN CIO PIPING SMITHE AM DETAILS PC STAND DRAIN PLO AND CRAFT GOAL ORANAGE DETAILS EPISODICAL, XML$ & CANADA MAY STREET DETAILS EMPIRICAL PLAN ELECTRICAL DETAILS & EDWARD AS TORONTO SCRIPT! PLAN A? DENOLLSON AND WORST CONTROL 3�" I SIT AND GRADING PLO 04 PIPING PLAN ID PIPING DECLARED ABC DETAILS PIPING MAN ELECTRICAL DETAT A DIGRAPH PIPING PROTONS AND DETAILS ELFCAMCAI ALAN BILLS nK-O$ CI POLYGONAL TRICK PLAN SO MKOLIFUN AND IRANIAN CONTROL P -AN 0� SIR PLO ASARDING PUN CA HARD MAN CIO BRAD SECTIONS AND DETAILS DID STOP YEAR ALAN AND PROFTE V KEY FUN PIPING SECTIONS ADD DETAILS CHMI INTERCONNECTED CA CHK -14 - CRY VS INTERACKNECIAON CIO CBK-11 - WK -16 Cl COK-14 CM -16 AMPERSTAINI HORIZONTAL. 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RELATED WMAN MEN ME FOLLOWED AGENCIES I CITY ED BEATEREARB 2 PALTERER, WATER MERGE GO * NO R RECREATION AND PAWS 5, POGUE * SPECTRUM ALL WATER DICTLEXTEON M72M AS AGE AND MERGE COFINVELOSSE OPEC BE KEPT IN Mi PREADUCE TURING THE CAME ALL HONEST WIFE RHYLE RAPARAM IN SERGM EXCEPT FOR LESS THAN ONE ANY Mi OSI CSI 1-205, AND 1-212 CAN BE TAKEN Wo ME SPEECH TACTINUBLEARLY STARTING PAINJAPY INT 2017 HUDSON THE CONTRACT COMPLITION DATE FIRM FLAT WELL GROUNING SELLS' Mi CNRS-Q Mi MR -41. L CBS, AND L 212 SHALL TOMMY IN MERHANCE DESIRE FEE SCENE PREMEN �)(HFPT FAIR SHEDULEY STHUTF�Dmi ��iNA� NTH ME OMER INCHES NO MORE MAN ONE BULK UNUTER NOTED RECENT ON HE PLANS. ALL DIFIXISSUFF) MATERIALS AND DEWIS SUM L BE DISPOSED HE BY ME RATERALUM CONTRACTOR CHAT TOUSUFF-OF BRENNAN HEATED OF MANNUFACTURS? FORNAME) KAREN AND NEWS DAMAGED DRIVING OFF-COADING ADD INDUBITABLE. �.PORTLAND CEMENT, _ D WATER SHAPPORPMENT PANIC STAFF NOT CREOLE START ABSOLUTE AT NIGHT. AND SLUMP SHALL NOT EXRVzb 4 INCHES 11 INCH) THE CONCRETE ATUALL BE PLACED ARAMN ONE AND CNI FIBERS FROM ME FINE WAT iS IM�ODU�D TO HELD AF AS DATA A 41NWUM MARYLAND AMENDED HE FOLLOWS STRUSTURAL TOOLNGS AM PE AD OMER STRECTENAL OUTCASTS ALAN psi SHIPMATE TANCTRUTRAN STATE NYMFWF LIFE ALI '18 RHATENT TELLING RANDALL MIXING STAND. COMPLY WH ARM M BEHIND CONCRETE I I MEANINGS BERNARD E .cci of COWAR UCDO HAW I PLO CAN RADIUS CONSTRUCION SAME 0 ALL ACRES RURAL IDAVY A COMEDY MEN MPH A 7=35 AND A -Li LIVE GOULD PIPING ARMS HE CUT PROPERTY PINES STATE BE STORES I FEE CONFORMING TO SMULDERIN BE 01 DO FALLEN OCTURMASE NOTED I ABOVE YEAVE BEHIND 4 INCHES ADD PANELS SHALL HE DUATTLE IBM OR BET BED STEEL PIPE MR TALL BELOW WAS RIVER MILE ME CARLO RIGHT Or ASTM C76 CEMENT 3 RUBBER GEPHARDT tt�SOENOTED wuM x,V SPE BE,n-E„ - YEMEN CE,_ AN EFN..O"Mw. COWERMEW UP DFACCURNATCON SO 07 00 LETTER REPLASM NOTED APECIFICATON rE 01 00 Hi OTHERINEVE NOTED z. �� ° BE AGENT 0 FORT BOB BE ACCORDANCE .PET,NGDONCCH 01 MM FMAc ALL, RUST WOODS ALI NOT HE ACCEPTABLE. L� iDRAFT ME MOUNTED STEP A FIRCHOUT DEVICE mr; OEM TOWN NOTED ALLOW UNTREEPATED WATER TO PRETAX HE TREATMENT o�appsxa. TM . >F. ,x• s Mss OR EQUAT- 'A«°a�FFE a. McBRADYF DEPEND TER PART THE WORK CONFLUJI RADIUS SHALL COMPLY PHE FLY 21 SICCLONS 64,572 OF ME CALLAWNEA CODE OF LL ABOVE GRACE LEFE SHALL BE BAKER VATI ME OTHERS S�M SPECITTED IN SECTOR 09 AN AM OF WD SECIFUNATONS PIPE COLOR MAE Up AN READQUED By WE ENTER, HAR.E�EFFOWALL APE CORRECTIONS .x« AS STAINLESS STEEL xEMFMo�s O< TWE EW WATER MAINS SHALL BE DISINFECTED AND INSIT) IN ACCORYANCRIN MPH THE WECIMAnONS PRIM TODMO PLACED i SMACE, .,NO� DOMING F,� EON THE PF<. HEM uN.VIDING ws� �An� OPE. vaETu DAN URAWNGO FOR THIN (GREMAUT SHALL BE 6��INA� ME LISTENER NOTED ALTH AN CATEMIX -C ARE IS BE WORDINNATED At All DIMENSIONS ARE TO BE DES) RELIANCE BY TC CONCTURECTOR PRIM TO AS SHM ON FEE MAYMOS ME ENGINEER SHALL BE MODRED IMMEDIATELY VER COMES DRASUNAND LEE COMPACTION BE HELD HARMLESS. ENTALMALLY AND DEFEND HE Offint NY MARBLE TO ME APPROVED WN NY PLANS VICTORY HOUTRING TIETGNITER PRIM TO EACH CHANGRES APERSTALVES Skip ENKINEEN NOW ANY ANNU. RESPONSIBILITY RUDE RESPECT UP THE LADCTY. DAMAGE AN EXTRA SANDEVEDULTI DATE RAN THAILITERS �Ml� MUST ED OBTAINED BEFORE STARTING CHESTERTONHL MARK SHALL CRENTIMERM To ME LATEST APPECARLE CONSM"ONSAFTY REQUIREMENTS OF DATA AND MY OMER GORDERNMENTAL KEPTETHICME DUTY or ME ENGINEER TO CONOUST CONSTROMON SEVEN OF MEPRIFEENI S PEREPORMANCE IS NOT BURNED DO PICTURE I OF FILEEMBASSY OF THE CONTRACTOR S SAFETER WATCHED IN. OU ON RICAN MEONSTRUCCORT SITWNRNGJMFAllV�, DURING CONSTRUCTED SHAPE BE DISTINNUENED FROMIMMUNDUS AND DETAILED WHEACCION BECOMES WHICH ME FLUMIGHT) BYWEBB THESE 5THPORP SEACCEE, PERFORMED BY ME BROKERS BERKELEYSUFFEEMBELY TERM? TO, NEWS, OR AFTER COMPLETED OP AREPUTRUNNED SCHEY FOR ME PURPOSE Or ADOPTED IN CHANCE CON'THOLED U ACHIEVING WIFE CONTRACT DREAKINGS ANDallT THEY DO NOT GUARANITI CONICACHURS PERFORMANCENO SHAUL 40T HE CONSTRUED AS OF At CALLS ENGINEERING Cli IN ENE FEE PREAMMENCE, KEY OUTCHNICAL REPIGHT BURUNDI HAW BEEN IN ME FACLARAING TAKE Street Compi compaction SHEIDER; THICK EMETIC i t BE NY DES" CATEGORY SAM AWARE NAMES ADESNA ACTSESUIC RESPONSE CREFRUENT Cc MANNERRESPONSE MWINGETION FACTOR .9 VANGSANALYSIS PROALROURE WEWATELTY LacEARTH LEADSACTIVE ME 251ATmi FEE 16-440PLACESTRE MEN OW-420WRICRETE PENETRATE RESULTS AND SELMES SHALL STAR UPON AND/M _ �� CAST AGAINST ADD PERMANENTLY EXP� TO EARTH N". ATEGORY ON BUILDING CLEAD I V I RANFORCING SHAPE LAP A MINIMUM Or TO Ed AT SCENE, VNERE ED IS LEE TERFARST DfXMOPMMT LENGTH, WEN BARS OF T) M OR WFWENT SIM LAP TO LOCH (MANUA SEEM LWETH FOR THE SMALLER OAK C�� GROUND CAN ENE OECD DOW SHALL HAVE ME SAME SIZE AND SPACING AS TRAT "Ex.Mfa -3 MINIMUM eLUZ a GORE LAP AS NOTED ABOVE BAR Si SHALL PC .COEa� AL PRESSURE COEFFICIENT S HOME BARS AT OPENNERS, ONENTS RE CLADDING 3 CAMNATE MIT BARS IN LAPS OR AD CAN, KIND PRAMOURNE 4, ALL RECESSION MAY LAP METY ANSI MITI ARE 125% OF AM ROW a a 1e OF WFATELY RURAL 0 ISO REPORT FDA COUPLERS, .. IT IS TO BE LOCATT) IN EYE CENTER OF ME SETTLE UNLESS NOTED OFFLIVERE C PEACE 6 ANDENNONS UP REINFORCING ARE TO BAD CEN�UMU, UNLESS NOTED TRAL RESSEENSE MODERATED Sa 1 1749 01111 BAR COVER IS CLEAR DISTANCE BE� THE OAR AND FINE TAKE RESPERSE ACCELETECTION Sev 04389 CONCRETE SERFACE, UNESCO NOTED OR SHOWN OFFERAMSE M<x roTw FORSAIRMIC FREE REGARDED COEFFICIENTS So pKi REINMENEW ELECT KRAFT BE ADE FOLLOAND PRI COMPACTED FLU WHICH SHALi HAVE A MINIMUM N -PLACE MICK T' OF MENA OF HEAVEN DENSITY AT OPHRUM MOSTURT CONTENT AT REFLECT SHE IN CARL OF EAFEANDARKE CLAY SOFT CONDITIONS, FEE BANK NO CONSULT AM A WOETIOUNDEAL ENGINEER AND THE FUJI PLAIN S SUR BE APPROVED BY WE MOTCOMICAL ENGINEER, ON AFTER WAS DAY BE DOW PER RISC Mi CHAPTER 18 EES IN LEE BARNETT ARE GENERALLY CLASSIFIED AS 'SILTY SANDY. L DOWNS OLSON OF FOUNDAYON IS BASED ON 0 v-mmz WEN GESTACHNICAL REPORT WAS Eo, snnz-snsm aoEENW OMAN OF FOUNDEACON IS BAKER ON dD AND FEE LOANS AND 2666-4000 IMF FOR MIND OLD SOCRAMIC ANYARECOMESoNOTHEM 3 cor+acre w� cowT _ �� CAST AGAINST ADD PERMANENTLY EXP� TO EARTH A_ _. — CONCRETE DEALERS T) M OR 1/2 C�� GROUND iz "Ex.Mfa � »n roM COMPLYONLY CLEARED UP ACT LOOSE SCALE ADD MST SE TO NETH AREM AHICALL SHAPES HE OF Hi Y III RWHEAT NOTED L. AS PER AND MANUAL " s=`c y,so kai UNLESS NOTED 0�,E"CAgx, ro COMPLY NTH VITAL STEEL CUBA AS PER AIX MANUAL 13FE HUTTON TO FURAL STEVE FEES GRADE F`8 (735 xui DEEPER NOTED a°THEaRI COMPLY a. REQUEST NTH DIFFERENT spEurri MAN NOTED ABOVE DE "`NGEoa s To GLEN AIN NOALI SUNNI REFFINNIN TO ITEMS INSTALLED, (141NICE MEN ME 13� EDITOR AT EYE ABC MANUAL AND ME LATTLETOF STENECTURAL STEEL RETAILING BY EYE BUY,BUILDING IS STRUCTURALLY STABLE BEEN ALL ASSETS OF THESHOWN AN THEM DRAMI WE COMPLETED ME =4�AC�R ME NMOMENT SURN AND WEBB TWORRARY MANNER IS NEEDEDHALL BE MADE AWITH ARE AT ELECTRODE HAVEN A MINIMUM TENSILEFLATIN 1 6.1-1802 LCL t+Ja o„ l3 a a 1e STAND FLKII OF REPHRASED STEEL AID ALI SO THAT THE PURCHASE OF EXCAVATIONS MAY RE MPACCED BY THE CAOTCHNICAL. ENGINEER THE GOOLECHNICAE THAI SHOT. WRIFY CAPABLE MATFAM, ILUND z. SSAI ANSEN", A.r EE ANSI SNN CAPRI WIFFETARTO ELEGANT REQUIRED INSPECTIONS, (C8C TAH£ IY0.5.6` coxsmuc�ox (cxc opal!= -as i) LANAIO"AL DEPRESSORS INSFECTON OF REDHEADED STELF, F FOUNDATION$ ARE REGULATE m MI Cl DOING PRESCHEARING, lEMI AND 17 1-77 THE MUM NEVXNE cwPCPYROGER R. MEWI VEPTH ACTED _ ALL SIS, 8J A 121 onC�xFN,s_ ROGER MATERIAL WC MA5 -. 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EN PI AND CONPACTITY OF _ )ETI ao.E »E<D6 I x FEE PREPARED PROPERTYL fYJ A - VR SCANON"MDrIYS a C�DOASPI WHINGATON ASE � IN E NOnDN$PECTCDE APPLICABLE AM AS onC�xFN,s_ EARN EDD ED Tr) WAI I SECTION STEELCOMPLIANCE ACTURAL_. EN STEEL OECD _ )ETI ao.E »E<D6 I x RAi� PREFERRED GUY Ea Of AFANSEATOR _FRED AND x EARLIER SLOT x --. s) sxCR FILLET WERE D::S �7rs � _ x PIFEDND..EE WIFE 080 BAR POSH DRUGS AM AD A I A SECTOR 1704 2 INTO 176431 INFORCING STEEL NEED STEEL OTHER THAN ASTM INSPECTORS IN ALI 118, x ME0 SH MORE FARTAGATION IS 4 AND ALLAI FORCES IN PERFORMED ON PLATE AND SPECIAL MOMENT THE PROMSES OF AND 31 CLUSTERS Or x A RABBI I STRUCTURAL GOALS OF CONCRETE RE" BEEF D STAR RENTARDEMENT APPROVED 14 ACCORDANCE CENTER 1704 2 OLDER SUSPENDED EDFE� A ACDO FIRE RESISTANT MATERIALS A LESS 1704 12 ADS ADD INTELLIGENT ANN 170413 RECI COATINGS A AS- 12-8 � PIIer IC %4MKq GE '.TO INSPECTION SECTION STAFF xJUNR HQAGE� PRIOR TO DOE SHART OF MY PHASE OF CONSTRUCTED, CHASE. .TON M. (6e1)cs6Vz3oaa. LEASE AT za HIGH �ST NOTE - DAMMING HOUR CONSUL BE FILE REURPONSIBUTY z orUSED TEEM Au BE E THE Cm ENGINEER, CONTRACTOR FINE MEMBER AND LOCATION P STREET SPENT STALL BE OBTAINED FROM DOE CITY OF RAPECISFELD TRANS DEPARTMENT FOR ANY MICRO PERFORMED MINN LARRY ED AFFECT RIGHT OF WAY ON= PLANNED BY A SUBDIRSHON EST SECURITY BASED ON AN APPROVED ENGINEER 5 FSTUMATE FOR RK FEPPORMED BLIND FIRE MIGHT OP WAY AND INSURANCE AS ED SPACE BE PROPOSED PRITOR TO ENHANCE HE A PERMIT SUISSE RATIO FROM BACK OF SOMALIA TO FACE Of WALL OR RE SINLIL BE Or IMEEPT FAA ISKY COST BEHIND THE SDEWAV LEE MA)AMUM ALI STILL BE SAN ALIERTHATICELY, THE CITY R MAY APPROVE ELI BEHIND FILE RAILWAYS OR OFFER METHOD AZO r EROSION ONTO FILE SIDEMALK PC IN PUBLIC RGI AND MT41M FINE PROJECT HANDS THAI MAUD By DOE CONTRACTOR OR DO NOT NT STANDARDS x PEN Cn BLIC MIC. "" °E°DLAE SEAPLANE EU°i°a °P °ANN.°NI AS AF�oN VER ROUND E MEET SNgL DE CONTACTED TAU (S) WORKING DAYS HE UNN_T,°< BIG FACILITIES IN THE STREET RIGHT OF -WAY WITH TOP PROPERTY CE WORD ME SUI UP DAMAGED WIFE REQUIRE STRUCLON OR REPAIR AN DEDERMINED BY FILE CITY ENGINEER s PROTECT n r° DISCHAROMI SUBJECT E EUMMA (SPREAD ATO THE PRW90NS OF E HELCE OED FILE TERMS OF THE GENERAL PERMIT TO .Fra>wr ROSS ASSOCIATED AIR CANDLITTECTON ACITATH ESVR� CRAFT NO, OS-DWQ AN AMENDED BY CREEP 201AI AND OMER OOW-DMC MUST BE REED MET STAFF WATCH RPSYKJOCED CONFLICT IN SACRAMENTO BEFORE THE SPOONING OF ANY CONSTRUCTION PORI RON FILE GENERAL PERMIT DECLARED FLAT A CARS ndrMAL RGE OUT AND MMACS BE ores. ANS DN PUBLICNSPECTON DURING O 6.1-1802 BACKWASH OPERATION _ REH �, cauiauE«, ,� N��w � e 'Mo �� ua ��,� ,E G F�wAE ��o��,� �,���� �N�E�.���, Pow. � e.�«>a� �� � � � w M�� � �Es��AE F�E� ��� TCP TREATMENT PROCESS FLOW DIAGRAMS 1NFOR�� o, -, �nLL t7 I � � � ; (�� � ��� % � � �_ � ( J a � -- �� �� .No ue ,��� �LL �.�� na�.xo �.�o� �a oA °�' c -- SULFIDE TREATMENT PROCESS FLOW DIAGRAM �� ARSENIC TREATMENT PROCESS FLOW DIAGRAM I:�drnra .- 18 R/ ti41 v sRESIDENCE IF U I y IN19�. ` Ii _ 4 I 4f j rrs o I e1i .Igo1 iAF '. At it �. it i rit T, I F itt PIT 0. tlTM__ 1 ,C SETBACA /n114 IT ul —Ir r} 4 li I.I� fl %f 1 -11 1 IF - h „� I Rol F UPI PP In ) .,, aj nn I I. it I a E AP N 332 1 18 d 1 23 w^ \ S lo,r M&105 A52NO. 2]6190 1� .105 M 1 - 107 1 VVa 11 t 110 Y \ \ l ` oA \ I Al.l \'ziu.� �ur��, a,u _ SMA _ i tN TI c SPAIN' 2'c 73P7 go gS > _ ol r p ROCKN IBFrvE }`�--w- .Ir.--ItIF _ItdE RgNi TABLE 1aCOMSO 1..5gFU7271U all ligooll UPS U4 UP lI cUlcti CONI Mill Sol FUNNURETE Al RgA7aZTd24gl 124374381 35254 STAND PIK 6243112 351.71 STAND tt UATTH dASN gal Mill All 3SPISA 352 dl Add wiloal GO GESSOL nol 96 82lZi 31 SAO )ESSAL nigi Ill PI F N FT ma"millilml � x.f.0 usrs DATMA �v4its n€mtxtPxr p 'Ana SUDAN UPON RECORD INFORMATION TIED TO FIFFACAL 0 WAS PREPARED UNDER THE DIRECRON OF PONT. PLO Ji 7780 `-- NE COORDNATE Sircu or 1983 MAG 83). 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F \"Na,y, VII G t� w II ASH.� k -1 � / ,,` 111 R14 o All fA 40 If ALL 0=Lim �D - r,- --- -a, _ -_ �d M-- � - - TL 0,.,_ ENG e EENE RGCKNIEWIDi �:°:. - n n' URLAI TALENT NO ' r I ALIDRATTE) D."CHECAL zt 11 1 ALL ffl% AD I as NISi Flit H A I. ILL ALLEHL HI ANT: L "�F 6.1-1802 `_ >r RFS Ha CBK46-C2 e a 18 Rry NG fig o " S ca"u e�%belowWu d { _ _ RE9CERCE [ o�[RRE kCHAN ANN E �r InyyOF 1 z R ELEARO �I A iE� — _ 'jf URwnn. �. ¢`*f Oar b IE w V4 ,ham3 DIMENSIONS NO FOR REFERENCE ONLY RI TO " _ .,2 R"EATUI itcq INN. caoRo n"EIB F LO In I RD BID - — 3 `Y. J x TC 350 80 h i d in t kr 1 1 �1jr� "� IN 35FRILL t -� ! - x �., - i" v NE,�roR >,AD AND APRO 352 q —.PROP,.. 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WE f fs If f I If x F v IN I r IF FEE IN FEE a Ey A L if z IF CS LI LET IF A SETBACK T, L 1 ELI SETEACK I IF J I in I&A 0 if I IF EN IF I IT- - - - - - - - - - - - - IT ill I ILL I b I IT -,A I-, T 4 1 If I F PRNNRTE BOYEACK F if f 0 TOP C' C900 NVO I Y I I I re-l-l-F'r LEE I if 1 1 A PLEFEEKE REPLIED I IT I I N) 12- EFFELFEENT OF K 0 C I T j- IF I OF I r I, ILI e FIFFA I I ANDY LINE Ef 1 41 f L if N IF 6 A, Ica TEND I E� I I IF EF ILL IF -I j BE A -AL PROBE FEW 11 AT FOR C F- ALBERT Pill ILL (A. -E Yk OF - - - - - - jl� LOT 13 AS 19 I -�- 'Vklklkl� zHCffv — — — — — — 71FEBACT MAP NO. 6190 TS TOP I EY MLBL 52/27 LET E C-- Lr4 IF T HE LE T L, ft ILI e 7t p I F, NOE - I As 1 4 1 1 1 m 1. k IV \1 F I if EXISTED I ON, IN % & I if MF AT -FLA", /E AT, _rE I r TOP. TE Sk I --Si I - - - - - - - - - - - - - - - - - - - - - - - - - - NOTTER FLE Cl� I ENV 18' ME 11, 'T E, PI - - - - - - - - - - - - - - - - - - - - - - - - NY iff. BEINGS E HIRED FEE, C I ill - BE- I IV kEF Ali,, - I \ FEN E29 LF A' GE� fk� Ex Ilk A 021 1 1 351 7EX I F V G I GLEN 0 1/ / I $ IF 34 LF 1W R 70 3Z ill I I IF I B 5BILDEF V� IF' I INV NO ALAN F HE A E ±15 LF, 18' 111 I � � FIN 3 t DOE 1 "I )JI I : I Sl LET �,,N -ILlif Ir,m Elz Ek TO L e -A - I DO, T- Ill- Ell' IF Dr - INV P. AN 34 Lin- EF I tA I YO, 7 4 1 ED 35, FER ENV IB' AREA 34 (E) I IT EY TV 1 Y 344 75 IN) I IF TEP 342,50 (SI FILL I DEB C8 COF IS- REFF STORM DRAIN TO CATILK CALITCH RALPH IN NEXCIFFIRW DRIVE 1: IF Ilk I p )GI - 'I I I'll? Er Sl EFEBTENREET cow FLO" //AV 7 I I IF =k' kk� I Ilk I,, P) VEr TO E, 4 I I EY FIT HE 1-4 BEEN M17RIA Tal p RAT 120) GPM EBEL$ d 4 - Biall P-� 17a ;MJK — 'ETAGET THE DING RATE of CAMETTE ONE RATE %500 OEM sKmEET 0 15 innowflil holown Call NE you III TYPE MR GAR DUCTILE IRON PIK G Gl IF PIK 0 ADJUSTABLE PIPE SUPPORT PD PER-GRALLETY NAY, R�l� (BOARRI PIPE Ilk forif SEEF PIK FINE ff GLENN GATE VALATE ENTER ON SE K FOR El SPAL INFLUENT op COLL)i WEETION PORT FLUENT 3ACIEFEWASH DEFFEERENDAL. PRESSURE STORM DRAIN TRANSDUCER WOU. BL�F OAK HEAD HYDRIMENT GRATO LID NORMALLY CLOSED NORMALLY OPEN POLYNTI TABILD SH MANHOLE VALIEZ Box 01 tj�IR FLUDGE) PORT 0 STANDPIPE VE NAL MECHANICAL TRUE NE OF % A ki Ar WW OPENING BEING % Sk AFERY ERF PIPING BE PIPE D29 CD SAMPLE EALEN % YYj 9 ROGER DETALL DID 0 FARDEPEE FAR LVE UYEADENSING NERENSINT SHALL BE AN A LOOKING DUST COVER SET TO NED POSITION. DRAIN PIPE SUPPORT is M SPACING BETWEEN ABOLLEFFE DKEND PREERTS MAE NOT FE 15 LEAD WETBALL HYDRI AN IFEFFE HON AN TO VI DID BEER TO 54PPLY REEKERS, REL (IFFIVER NET X MALL LEE) 0 PENTE al AS NECESSARY FOR DEl E SIZE TRANDSITTONS REGARDLEELF OF -l—PROPERLY BOUNDARY III R SPECIFICALLY NOTED OTHER Ilk S. MUSUCING, KY OR REDUCENG DIFERUELL a Tow ON FEE MAY BE USED FEE ACCONPURN FIRE ILL FLY k] LEFT DUCTILE IBM REOPER Eck A DE m m BASSIN NO. 2� LEAMUN Ll OIL YGED S 92 ACRI (o if 90 Dul ERI LUNG GLAWASAI NEEDED, 900 CU, M, TOM ACRI (91) 12IFTENi DUCTLE INNER THIL CD SALLERMILLY WINTER RIENALLI DEPARTRANT STATE BE (1-2�) 12MfFF2-Fl BUOYED IBM SPUR UP) 325-3713 PEADLE TO DIRMATELF OF RACKINCENT WATER INTO I l AGE SLIFFIR FIM 12ne DELETE IRON REDUCER N075 @ 8- SOL DUCTELE IBM BE t CONTRACTOR FEE KE Al NUMBECONS, PIPE 521C, ADD PIPE KPIETS, 8-Nk DUCTE IRON i 4- ME DUCTILE PON ELF 2, CONTRACTOR TO PINTOT IN PLACE OF EFFIELING UFFILIKEY. @ 4- ME DUC'DE IBM FLEENAL 3, GONTERADEFOR TO LOGATE ADD PROTELT ALL Ti KRIMI LATERALS. AND ASSOCIATED FLAPPEED COURING ADAPTER APPUREGINANNES. 4, BACCEDIFF DIDECHARGE LEON RATE IS APPROLUMATFULY GRODGED 'OUGLING LEON GPM (3 J4 (FACE. F(IEEC if FLANGED CGUNING MARTIN ED PACLEGINVEN LINE CONNECTS TO EXPOING STORM DRAIN MICH ORION$ M DTTY BEGAN NOE 23 LOCATED MEET (FF7C EEL PLANNED CALI ADARTER AT WEIRTAIN MIKE DR AND NORTH BY MCKE I 4' FLYINGED COLL ADAPTER ILL IN I f qmm�m� 10 20 IN I f qmm�m� 10 20 5 rn�usnoR �rsxr 8 -e.€ VDATTILE FDA PORT e LC,, 6 (SMEWALK R ell ppq, al 10 90Pxox Jc�)x ¢- 14 Am (1D �n,� o�me ,EE aatl wow e-w 63 OFACAl HEITUTS HARTirc ILI BSc CA&. / \ >xoaos\ l ) STORM RAIN JOE _ ®ow �R REDUCER FLOW ow—- qty ptlg4°+T� V\CFF)eFLANGEA ARGUE MOTORS ATAPTER COUNTING� AP,Ex ___ .' _.. v R EFFORTIF F •�COO FLARGED COUPLING IWMIFfR v BeRAPTI FLOW _ jk a' Ie (E), AN GURU INLET I lee MORTAR LL -P;x e— DRAIN THIS PVlee PROPO11 ®,Ux UNE a CA Nn so cues mxE, _ f.l _-- 7 — TV C CS -q.�.. Tom.--r�- — ( ew ��. 4 r, RxA�x xxETV let L FAllee a� — ' —7T A-ED .. .. oxa.os 0 PIPE MUST Ill MUST LOCH WITH OR C 0 WITH OR FL No MTN THE NE) 5 r ' C CATCH REAL _ ___ _ - i late �— __ __— 7 i __ __� - .,�. ..�. _�' r ,u 'C .___ ______ _____ cEcnoN A FILL I.BASAND CORRECT STORM DRAIN FIRE TFl1iAQK —W�Sfll 0 TV ED FAre wx: AreoexoxA. UTr RISE MITI GRAP z. M�TING STORM DRAIN TURN AND CURB INLET_MAY FU VARY. CONTRACTOR m FIELD CROP FIT .o sc..e NO — ClSO SEC "A—A" kw CONNECTION TO (E) CURB IN: — P �Q 1dd �E DIN �� a a mr )EMAN CHANCES KEVIN FOOTHILL LRENSE NO DRAFTED BI ORICKEP By 11 e All znex PURHAT IT) 21431 IT01 ITALL 6.1-1802 _LTCBK46-05 11 - 18 QTY RECORD No. ,4 NEW �YEANUI TIE I WERE. ICTEEN PIPE IB NIPAAJ�FZE BEAT GLIN8 FORECAST CAP 1/2- ANDREI STOP 5- Zz I I DEPTH PER PIPING PLAINS I` bo OR D ECO OPENING IN wHE ii I Sul BE a ceow IoLIPP N x /°' ! !) B ! ,. �– - ,x°. eTa ` � _ 10 `I .� ,'TMP' v. _- �s� �< LLJ e SE AL I ROBINS /r WAL ./ .— STEEL SO STEEL KATE {-s NONE -� JI—'�_j m Tr \� �cT UP NET %i_ R nsas�_ ' CONCRETE BEEPLAND VESSEL PAND DIMENSIONS ._ ._ NO soN area �_ � u s/ WALL N P� D« rwE� u� s tl476 E encxwov 0ET E E 1 ON SNEer 09 �V //2 SOL THREAD)as ALL MNCRE an 4' ENNAM SCOPE AM r:�l SH 9 w CONCRETE ME L 5 IN v0 WEST -Da-� 'IT ID .E.<LL HOT 10 AIR GAP SUPPORT / AIR GAP STANDPIPE ONE SET OF VESSELS Da TWO SETS OF VESSELS CASE 1: NEW EANrIANY SERVER VAN: IN5fALATION (MARES 1 AND 2) Na �SlMAN af�C,\ LAURIE �7) s°vn z A FANTANY SIMON MANS PARALLEL 10 WATEM GAINS SHALL ND7 BY PERMITTED IN TRIS AND (ms vurC cu PUBLIC WATER SYSTEM '�. 3Liy ,scK / A IT ME RATED MAIN PARALLELING ME REFINERY SEENT MAIN DOES NET MEET THE CASE BY WITAI P ( EFANCED RI fi FEE (x P.Aces) oue�( LEE °Es) wra 2 n DENs°WVALWW/PoLAN °pN✓ E 'i- / NE INC OF THE LL s'OVING ° —1 WAm L GOLDEN GOOD EW S I HOWIDESUITY' POLYETHYLENE UNDLE) PIPE BAR FULI WIDEZ NATO OPENS ANNI FROM Wfli (PALMS El 2 SPIRRUIPINFINFROM) NOR PIPE MAN CA�KE� JOBLESS ( ) IMOTHE e DIP, 2pry� APSE SNED PIPE BAN PALMER FAR USURPS (PER ARMY o. NEXT OR WRI IBM PIPE AM COURPREFFOOK BOLTS. UP TOLL IN PLEAD Mux (- ).5 mDJUSE - e .uvaew SOX C T THE WATER MAIN CAPASSI CLUSSIMI]HELOPRATIALLi�11EMEENJESSIGHT DOES NOT ASSET NO2u vkRE IZUP TDEc)JOINTS MY CAPE 2 CODE '. LYLE SARTARY FEARS MUN SHOULD HAVE DDA tlrW ,.cl BITAN BE TO FROM OULTER ISO OF MU WATER MAN (IN MINE I AREQUIREMENTS BE BE ME Or DOE rGUI y`WOULD DR/�' WI 2, ONE OF N �.: EHE o=� 0 IF PIE WALTER MAIN DOES NOT MEET ME ii F RU2) LL o SHOULD ME CAM 2 POPE D ME UNITARY SMERE MAIN PUMP INC AETNABARRUN FOUR BOLT FROM, OTHER ONE SM THE WATER MAIN (IN UME N ANY RE , -I` p,NLY IS, III NOT �,.ICONSTRUCHF) J, S�EgT NO OF WE AN ME FOLLOWED I HUE BENZ SAN LANE (PAN AAWA PLUS). PH JUL 5 �7lON "D N EDUCCITLE IBM PIPE WELL HOT DIP BITUMINOUS CONRAD AND MECNIJ BUT g INC LOU DOMO) JOINTED: I ' / :o %'� dNFSO N� MAY N�Tn,m E X NJ ae�N N ED F EW OF a ,,k COMPETING DEEPER OF CLASS 2ELF EFIR 18 PER wKA CAST) PN PIPE °R aP FDA DTINGS. NSA nNI DR; L OF FQHJ CWHERED UN THE PRE BRING CR MY, A AN CONTANI SLICTION BE BENI CONCRETE PROMOTE PIPE (PER ANSI N,Dz) 2 BONO NOT s D SCALE HD. T° SCALE ..ANNCENSEANERED wERHE MAN DOUGIPE UOUS STELE REVIEW 2 CRm�NNrOP J GROUND 'WELL DISCHARGE TIE—IN D3 UNDERGROUND WELL DISCHARGE TIE—IN XJ NEW DAN Mu ETA ('IWREs I Arv° 2) y�as'�g, MAIN NyrW- may[- P¢ NOTES E2'. ASE ��M I ,� SHALL EXTEND T BEYOND GENERATOR * ED MATTER MAINS PEARRAT US 70 SANITARY SEVEN MAINS SHALL BE o tE44CHM BOLTS IN EACH DIRECTIONS .. — i 3x ) n * IF ME SANITARY %WFR WON PARMILL INC NUE WATER MAN DOES NOT MEET ME CAPE %4 CONCRETE ADD REHAB CHAIN CONGELY AM PROJECT I SEND 0 REESTRENENTS TUE MANOR MAIN WOULD NO TPDOTED OF ONE OF THE Ef SPECRUSAll FCl / rtPN6 c I FINE � OPTED ER 6, GUESCRINDE REPARATION 1 MAREXCAVIETENT TO 2' E WOULD PON PIPE VAN HOT DIP EMANDES LOADING ,- KNOBS PAD PLUS 127 SURRY AND ECDMPA * w O LIFTS I DIPPED A ox OF MiaMUMuSITY Q�CL �W gP es.8. 4, MASS 235 PRESSURE RAISED RATE WATER PIPE ( s TIED) OR = I 07< EQUIVALENT. BY I^ ° wcAS GETHERSTAR EF STEEL -- � ONIn/ -gyLL- ( F (SPEDTURN) RECT — OA IF THE SMEARY Ol MAIN - ME FORCE f dCASE 535 I JUNE 0 REQUIREMENTS, HE WALM MAIN PLUS UR I CL EAND FEET MOM EITHER SOE OF ME UNITARY SVER ww (IN DON C) A D SE NUFACTUREmMODIFICATIONSf COCA ENGINEER CONSTRUCTED Of ME OF ME FOLIONNO 1 - (OUS A j NS- GENERATED ANCRUCASSAGEOPESIGNI RECALL BE NE IN NFLYT_ .LUNG I SENSE BE µ tv UP 5 4 CLUR YALE PROMPT DATE) FOY NATIM PIPE (DR UP PER UWA CAW AS LANE) ME ',= .� EBB RY:INI LEAST By 5 REINFORCED COHERENT PRESSURE I CENJUDER TOME. PDT CHANA rA - 1L In I w O) 03/23/18 a - - IN IF ME u+ E UE ' P.,O c REQUIREI FRE CAST I PAGE IT ME SANTA MAM STATUS RACE, 40 HUNTS ury U Ms e s ac. Ew Tee EIGHT MET IROM OTHER SIDE OF YLE UNITARY OLIVER, mr NE ON AND PNwm � DE CONAT D A TAX RIDGE c NOTE ZONES DNncn A EMER SIDE COUTR JI I,111 FOR INFINITE, EFFLUENT, AND PORE SIZE nxo DIRECTION° �— r ZONE P ¢ A PROHIBITEDz°ME HALL MAIN BY EM COMMIT DEA L %NK IS 5� mTDry e .nz(A) CALEDONIA FINEaREcuunOxs Ina a DAP,, SIDE MANUEL INSTALLED D OT TO SUED NGENERATOR 6.1.1802 IN Or I Th "" 1SvV D3 DS JNET!e"ALS WATER MAIN SEPARATION D3 N°"°RUTH MANIFOLD TIE—IN Da PAD F cm arcavo ka o . l NITRATE MADJUD CONTINUOUS SECTION A -A 1 HOT ING IS 16 VAX OR ISM KAM, TOUCH UP GALVANIZING EPI)cEs) PREFIXES /H DED CAP CHEAP OR Ul IS,ao ED PUEE=,T 'Fe ANCER. PLATE 3iE5 2-W MAE THE ISRAELI _< A EELS -TEAULT AN APPEAR PE ��� L g SHAPESEARLEMATH PPE AS �DP _ ��� aE 0 ELTD PIPE SADDLE — P1325 CHANNEL CUT FBI AS NECESSARY Al ��/FAC r-- I OREMARKS 7 AHMED LEE aE m,VHEARDALTERNANTE 'A'— 4) PAN FARE INSTME W/ FEE HEmPS CEO 13 DECAY L NFAUF 1;0- TELLON PC SUPPER PIPE AND OUDDLE .P 2, NODULAR FRAMING COMPONENTS SHEALL BE (4 EDGE) 6-0 IN REGALE CARL SO FALLS rl SONREFIRE 10 O TN. N ON SHED AT ADALTERNATIVELY „-.-` ALIERNAM'B" TIERED PIPE SUPPORT oa TIERED PIPE SUPPORT — LOWER SUPPORT D ALTERNATIVES IrII AN 6' MILK HONG PAD SUNNI COLLARE \FLARC MATERIAL FA UEEPTANED AREA SURFACE I 1 � YALVE FOX FED CHRIESTRE AS FEE APPROVED DEAL ARE ll RARE OR DIP RARE NON P,. PIPE Dxl I T TO TATE _ REMAINED PANTS P� 0501* ON—SITE VALVE & VALVE BOX FOP rTMEADED A. 12 PPE j.CAST IRON O~rz PUMP MENT LINE To 4 DISCHARGE PIPE MEDICAID STEEL OR DUGHLE INSTALL 24 SO N µ REW) f z' LOA ia[N PAR MONTREAL FINE CAREEDEC R No ABOUT Nom ji I SE CAP AN III FEE SUPPTRUS IN AREAS ABASE MOMNSEHE AR CHAT, CONSTRUCT � PC 1COLLEGE DNCNPPE NOT E��ASDg RE Ll Sl SO7 ADJUSTABLE PIPE SUPPORT Da AIR RELEASE VALVE CONTINGENCY ETAIL-NOT WRRENiLY USED KNOTEUS I REPEATERS GAUGE T`EPE AS N' ON PLANS TEENTEREDDBm NENON DUO 2. ALL PIPE STEEL / , 5 oN� o T%MOUNTING ��� 1ryO DRE ,PDO�AD,E 2EMMENTAL PRESSURE TRANSMITTER BE BE ROSEMONT 2051 OR SAKE MELP 4-20 NO 112- EFFECT El TAL ,wE NAMES) FAIL AREA ROLE COLEMAN RED AWARDS RUTH ..ISUPPntT F07 is CARE UP Tg�t. `oa UERED PIPE SUPPORT FOOTING EN=DR�Aa. DISPLAY BEDDD (APPLIES MEN PE rPR)a.LL�N -� INCHES O�.A RANGE 2 0 PIP, STAND T ;_) NOII I .� "OME NPRESSURE -GA�UGE GROUT CONINOENC' OEiATWRRENR CURRENTLY = IPE LETED m IS CARE ( PE E7 ON ANSI PAD)L TO KATE NOT To u - 6.1-1802 0 11 TIERED PIPE SUPPORT PARTIAL FOOTING PRESSURE TRANSDUCER AND STAND D4 GryRECORD No. DIFINENT SCHEDULE DESCRIPLON OIT GREG) COTHEACHAM oH NITTERATAX PLUS EA, PREPARE O SOFT FORCE OOFF CABLEO ASS PANEL O _ _ /"' ' BRAG THROUFF! ROPER ROLE N I PIPE TO SIMPLE POINT — �J�Daax NOI- ..ISUPPntT F07 is CARE UP Tg�t. `oa UERED PIPE SUPPORT FOOTING EN=DR�Aa. DISPLAY BEDDD (APPLIES MEN PE rPR)a.LL�N -� INCHES O�.A RANGE 2 0 PIP, STAND T ;_) NOII I .� "OME NPRESSURE -GA�UGE GROUT CONINOENC' OEiATWRRENR CURRENTLY = IPE LETED m IS CARE ( PE E7 ON ANSI PAD)L TO KATE NOT To u - 6.1-1802 0 11 TIERED PIPE SUPPORT PARTIAL FOOTING PRESSURE TRANSDUCER AND STAND D4 GryRECORD No. iusirvc _ MALE THEE CONNECTIONY - AGE TANK WIN INTERNAL FLANGE AND HD us MCGO PIE IT 1� 1 -xE rtR, AN SEEM 1. �Ili INJECTION TAPS STEEL HE SAO �r 0 �2 EMKn� BELGIUM P' MODEL M-125 INJECIURN OF FLIP,- ASSEMBLY OR nwvosm —STE PIPING EQUAL I� 2 TYPE STARTED SHAPE E"¢ L9 AS g, ; _A' PRI -PA -f u¢ VmREAM �uN Y 1/2-0 STAINLESS STEEL f SAMPLE TAP III JI N w ,xxenoe> FLUENTNOT J ..RIS NOT USED is AT r°rcncA RHAss NPP T— SHOWN eEmwCOMBINED T} USE 1� .ir x. I�. '/4 SURGED FBMPMNT ENT G� f % E�. f, yr ERIC w7 i mL EI aw a PUMP —EA — — — j — — NOT ,:APE NO \D5 TYPE 2 SAMPLE TAP 2 _ NOT M SCALE CHEMICAL INJECTION 3 CHLORINE INJECTION PORT 4 TYPE. TYPICAL, WIL BE N XIII SUSAN OR NEEDS PRINTED MR SAM A SON GRANT FOi JET � NR P iTp Cu L/BA wGALGANTMID PaPRO . T GAL VMGAEFV�%CL�� SIC , _ DI w AE WELL Sir I LCIAMERGUARD EP X a �yT"s" MANCH HOLDER—_—_ NEW LEON LIN W, SEATS Y� OPOSEIF Pw DONE IF 5 DEEPD PQNLA. - NOVAE MATERIALER OSHA IF A 5 �0 AM REA TA crRwunnN01557.eTs GROVEL MATERIAL THE PIPE ZONE SHALL K MEE MENTOUS MATERIAL. 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Dow 6.1-1802 CONCRETE PAVEMENT SECTION D crrr rrcccwfl ,vo. 1D9 18 17 - — ' 5 7 O �� �.M J -.— �% i-- 'NF MSTALL,2 a DTRDMAwNETR W NEEDED P MIXT !EECHMIJ +'vl!LITY S4MPLN6 5 A N AtEB SUMPLIED BY OTEPTIEN w�R� £N Ai1Y PLN YY I,Rucr.Dun Xe' rc w2' rcevmm vwI AND PARER `sinPE Arvnr =RDx iw �}CLU SDP EQUAL ' 1 COMMRAM� DRUSI SEA EQUAL MM= AM PIATER HE MAN )AWROPI�Df 1- TYPE K SOFT DR ENPRES i' APPLE BALL MA VE UP X ED MUELLER a,. EQUAL C) 1' A A BRASS HELPS -- Y;J RTTDDUP. S PIP ,E,�NONEw,u LDEJER MPET X OTS OEMPIRDMIGNNR — Dl 17 - — ' 5 7 O �� �.M J -.— �% i-- 'NF MSTALL,2 a DTRDMAwNETR W NEEDED i uiiM x +'vl!LITY S4MPLN6 5 A N AtEB SUMPLIED BY OTEPTIEN w�R� £N Ai1Y PLN YY I,Rucr.Dun Xe' rc w2' rcevmm vwI AND PARER `sinPE Arvnr =RDx iw RWMA AmNo o _ 1 WEER. MPi X rr _-. — MM= AM PIATER HE MAN )AWROPI�Df EY5 METER. USA o AMETER S EMW AT ALL BENDS 15 12L �m N=TALL iyo PIPE, RE, INSTALL ,z..PP DEC END F YE z 17 - — ' 5 7 O �� �.M J -.— �% i-- 'NF MSTALL,2 a DTRDMAwNETR W NEEDED I TOM CL) +'vl!LITY S4MPLN6 5 A N AtEB SUMPLIED BY OTEPTIEN w�R� Ai1Y PLN YY I,Rucr.Dun Xe' rc w2' rcevmm vwI AND PARER `sinPE Arvnr =RDx iw 112- ONE 304 SI3 AAAA mai 1 WEER. MPi X rr _-. — � � `M,DDDDR,�Rw� HAPPEN wr�a O — 1 --- 1TO EC R MIN __ I I M aNN� � D� D PUNCHEDR ,DE SUPPORT DUE IHOLE Eu } Ds~E RWXa-�,COMPAT)ANSILASE/ a LLPaPMDTTna B, �EE � Wi COLIPLINO UNDER MEIM —J PEDESTAL SHAUL INCLUDE WAR POLAS IN 007M CA ALL OPTIONS MAINTAIN MANUFACTURER RECOMMENDED AS BASIS 2 TR a wcxEs rc PruEs.u- Mw Pu AOAviBP secnnN� RUMS OT PAPE UPSTREAM AND DOWNSTREAM. STRAIGHT — De D o U �0 3 WATER QUALITY SAMPLING STATION FLOW METER INSTALLATION ROPER TO CHEY LINK DUALE STANDARD NN �—w - T RPE HEN OPTS EARTH AS ORUR UDR E DR HE ADDETORAL ��oPaM ADDITIONAL INFORMATSCHRTx L T. CCUL�Her °��� u -\UP LATE L MIN TBC ttPLAYE _ H F'� T Gi e F FLAT (TYPE_ r YPr PDar ore �)� S �� On LY -' — RELICS CENTER - EASE NO � y A 1 TCe r TRASHED By CHECKED PC 6 DATE 63 25e 1 C uALLEF MMH YOUR 3 x PETER x A�«N0TM AS ENDORSED m w a' WIN 'RUSSET ED 2 &A72Y 11 �XaCAHI SEEM STANDARD AN OP W - SPE PACO NDm As 6.1-1802 "'D11 �11 CHAIN LINK DOUBLE GATE CHAIN LINK SINGLE GATE ie JFie p7Y RECORD NEE