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CENTENED OVER WE PIPE BEING CRI TA CONTINUOUS BECTON OF REINFORCED CONCEPTS PRESSURE PIPE (PER AMA COOS) NO JONTS IN SAM MAN NOTDE < NOT TNSME W SED ME 1 w TARP WAY CENTERED OVER ME MANIPE AWNEER A E &ANY EM°NUOSS B,_E9E FIGURE 2 - Moss ABOVE GROUND WELL DISCHARGE TIE-IN 3 UNDERGROUND WELL DISCHARGE TIE-IN e BASE MOM CASE 2 NEW WATER TNMI (RIM AND 2) N SE�xRRt NEW Ea N A nAOEMPIRED TO ASEAN csrvERATOR LLEL IU ARY PLANMAINE KNAEEmsINJmW.T AO 9 l wxOR III IN EACH wREcnOrvAWwBFANE. APPEAL APPROVAL MOM ME pAMON Of DrexNnO WATER PARALLELINGA IF THE SANITARY BEAR MAIN ME wATE Sun ec6 NOT MEET THE CASE uREMEx ME wnTEMAIN sTwtO BE wwsmucmc OE ME NE IPF SME e — /� W FOLLOWING: !,IME' RA _\ COMMs PIPE AM FLOOR VERDE n rc JPE k z waB,E& � ..HDPE 3. DVC°tE aan PPE mtx x0i APP B nM�O`RSU.E SERVI G; _ 3 APPLY AND wAPPE w6E FOURm xa �� ED MEL PPE V E GENERATE R 0 � d AWARD 255 PRESSURE HATED PVC WATER PEE (OR 10 PER ANwA 0900 m CE05) OR •i� I EQUIVALENT; OR - COMBINED EFFLUENT _. — - R6UVMs ns OU B, A REINFORCED CONCREM PRESSURE pPE REEL crurvCER PPE PAY AWWA ACOLD B - i AEOU RED, FLAT BOM UP. R ENR OR C302 OR ore) ER BAP R - TO AM SPACES FOR RPEBNPIPING r " =.-: I - e, 6 F ME SANITARY MONEY MAN =RD.BNP ARNNE ms WA,FR M.ry 006 NOT LAW WE p» - , ANCHORAGE ap6R f ) _ K,24 . �€ EASE 1 MILE c REQUIREMENTS, ME WATER MAIN SHOULD HAVE NO JUNTA AFTER YEN -_. ,, - as a - _ �2 FEET FROM VITKIR SIDE OF ME BATTERY MANY NN (N ZONE C) AND BE F TT TREAT ENGINEER CONSTRUCTED Or ONE 7 ME FOULAMNIO 1, HWE PIPE AMw ( 5} I l Ej OF Eml _ � _ 00 s APR fTrP)--{rLICENSE NO ASPEED RAN ARAPPED ONE -FOURTH -MM -THICK RATHER MllPIPE; 3 ACEIT PRO WATER PIPEocR NNos)', m —. // i � POR A Yb 9 OF EAP Tma PPE Bim vuxOER TYPE. PER AREA DAP' (cxDworecn CAME) 9� COMPETE CO R DGENERATOR BOxs As slow APER $Tr AEAr1 ° ° FIGURE 1 PARALLEL CONSiFUOnM NOTES PAD m PAT MET FROM WHER AIDE OF swITARY sD9ER Ma�a� :oma°DIB �'o =� WIC _ _ _ _ _ AN CONSTRUCTED As FDR OEM D. NATE. ,°SEs (MINIMAL ON EM..6 EIDE Of CENTER MES. ,.BAC EFFLUENT BIN AND DIRECT ZONE IS A MEET ALL VARY BY SHE � n- 6.s,2 (a) PN�R DDOE °f REGULATORS. DDE 22 o NUT TO WALE ADAPTED MAY INSTALLER OPPOSTE o NOT T° SCALE Lr, � - d.:,l � vry OR r' D3 e NOT ro WALE WATER MAIN SEPARATIONpSJUSHMS MANIFOAN LDmTIESIDE pTY RECORD Na 13 0 19 of miB�mr aipE wno =T— ���nx„Puy°�°��o%� �� �. .z i -c TIERED ��r t� — �T BECTON A -A /�s'xa�[ I �i (z a c6) �� (/1' ENo Ga � zsv a Md taNC P/� ��' �j///j/� i m uxv�vm nfiEn ouux �� z-t/x' nC rax (e) SuxFACE � axcv[rt un ��� a �Ex�T __ - .... uN P.A ao�a�u�.No PERR Eo oEiA a orv�sxm o � h� � YC PIPE SUPPORT s�� e� L � ro PIPE SADDLE ��..,. E.P , a�, � — I �� I� i ALIwNAIE'B” TIERED PIPE SUPPORT —LOWER SUPPORT ALTERNATIVES N I �� ��,� ,. � ^� TIERED PIPE SUPPORT FOOTING �sP� wxw xYE ��� S� �, vsm P<ol TIERED PIPE SUPPORT PARTIAL FOOTING � e P� �« o�P arsEa c��x >r�P�Pr��"m � � I z �/r „n• . �� �� oz o� �� , �=ms ��_ �� ��� , ���n : �esg war ro x<� L arnauxco �a.n ON—SITE VALVE &VALVE BO% � PE �����, ���s� ADJUSTABLE PIPE SUPPORT xmx ���E ' �,PPoa,. N�:,��,a.�.=o°��o� P� Ii �,�. PPE �.�xo .����-1... �,N., o� rL. PRESSURE TRANSDUCER AND STAND 0 <a� s xmx6 cN P� .s� „E �` �u���P �N ��>E�mx�a,aLL NE9/o. =sn z �/r „n• . �� �� oz o� �� , �=ms ��_ �� ��� , ���n : �esg � ,E�N��� WnE. ,. � s ,. ,�� ,. , ,, - _ _ - __ - is .-_o x, AIR RELEASE VALVE „� ,_. I /.� _ caNnNcwcr o - cuaawnr usEo ,z� �,.� � PE �����, ���s� ADJUSTABLE PIPE SUPPORT xmx ���E ' �,PPoa,. N�:,��,a.�.=o°��o� P� Ii �,�. PPE �.�xo .����-1... �,N., o� rL. PRESSURE TRANSDUCER AND STAND 0 <a� s xmx6 cN P� .s� „E �` �u���P �N ��>E�mx�a,aLL NE9/o. ����=�oxo�rxeFce �gE=aE��,E ,wE , e.LL �a�� . �� �� oz o� �� , �=ms ��_ �� ��� , ���n : �esg � ,E�N��� WnE. as � s - _ _ - __ - is .-_o x, AIR RELEASE VALVE ��>E�mx�a,aLL NE9/o. ����=�oxo�rxeFce �gE=aE��,E ,wE , e.LL �a�� . �� �� oz o� �� , �=ms ��_ �� ��� , ���n : �esg � ,E�N��� WnE. as � s - _ _ - __ - is .-_o x, PAPE PRES�a RE GAUGE _ caNnNcwcr o - cuaawnr usEo 1° i9 cry arrrwo No. newt UK PS MATE TUBE CONNECTOR €$ TAW ROM 6 AND NO TO CD GGAMC NI P.MOU GEM 2 5P�`v.:•p=€_="t° CHEMICAL NI LAND STENCIL1, w.ecnax SHALL BE SI ED MOUNT ER ,zs wxcnax BID '� E2' MBLY UP APPROVED WAL SITE PIPING €MOUNT 2 TYPE CHAPTER SHALL FACE � - _ l IMPISH N5 ESTEEL i / kUL�APSS A w THREADED PIPE NOT USED 45 FROM VERTICAL I �RENEE/ ` woxN snow 3/4- HALF cwPMNc wDto o MERCER wex rc E P D m /r 1-11V EPIC w/ _ I' i yE' CARBIDE TREND FARM MEreRuc OW r HE PUMputICAL d To SDALE 4 NOT THE SCALL TYPE 2 SAMPLE TAP eNOT os CHEMICAL INJECTION CHLORINE INJECTION PORT e � 2 -1/2' ARGUE KATIE WX CAN RATE ALD TYPICA, BILL HE DRON A GO EaMk ZINHIM (PHRADSBYD Ea IF ONLY VI .caza t.BI�D n 5XEET Tg15 GAL "' �n PARALLEL EDGE DED ATIoN ETF BaT Fa P� FIFA z-,INFOR lQqMrw LATIN PROPERTY FINE 'A' 2STOCKROOMS DUANE 3 PIPE ZONE- HATE MATERIAL ® 90%REAT,E COMPACTOR PER A=TM CHOSE, RAMBLE MI WITH FILE PIPE ONE SHALL BE ENDSBE DEOT LETERIOUS U�TAuEDDxY MATURB TO �`"sOR ; W//D4- �� @TMP AS WE ARE ONERIAL THREADED PARrt AIGNMENT OF MADE. EACH JAMES SHALL BE THICROURSHLY COMPACTED BY MECHANICAL DES FILL Ax,x ccxcPE4TH NHARF HIDRANT MANIFOLD CONNECDRV LL MATERIAL SHALL BE PROPERLY COMPACTED To SPRlxI PRIOR TO N 2' GALVANIZED NOE 4 TRENCH ZINC - A EAmrtPo STEEL PnT GO F %S IDLECTFICEA In STRE'NES'LUM ITT BACHFILL MATERIAL IN OF � s — P6FORT EX ING • HE AN R AND SO IN NOT GO 0 aRCAWERC � EXCEEDFOOT (TOLAYERS AND EACH LAYEREATEST SHALL BN E THOROL UGHLY EE ONE c�1 I —BE ED Lj pM3,xF EY FOO N /DL xttx,i A AS REQUIRED ,/, - -o zi HGO PONT SO OR PARED STEEL PPE° �; WHARF HYDRANTBRUNEID CC OR EMOTEDEL PPE REB o 'AY I HE c .AR ARE RETIRE G� a?�Le „�j-; 1 SRI WA LL DRAINaOPE BURNS ON DR,N - , ,�=` i."<a� ISE N REAP ® — - ,S OO (THING.) uMIN S 3iYP.1 NEEP ROLL EEE wo TET' o 0REBXCENT _THIS SHESEE a '; qf�' �ag 0 m ( C-0 INCH 4C GALVANUFF) PIPE EEME. �'.Cl�k�', �Q BSTEEL s LONG `. n € EE _ s.`. x� (]_PC 4 _ oc ON ®xugll 1Ng �h—.a mxwETE CURBSCC €e e a as 1, A DPN n BEFINE N ,,. UE OWN No `"I.. r TRANSPORTATION APPROVED CURRENT M17ION _ '1B5 Z CONCRETE ISRAEL AN CLASS 2 AND KRAFT CONCERN TO LOU REOUPREMENTS STATE STANDARD INFORMATIONS 2-6 PC IF IEPTH � M,Y 3 SEABROOK STALL BE COMPOSED) TO TO A UP 6 T Drs - - I COMPACTED UI DRAM xBIT,E,DPAPPROVAL IS OBTAINEDPoo ,/y ERAUEt Eoa DRAINAGE .. ADOruRY �.aBI JOS NO, Al FROM OFF CITY ENGINEER `EAD OLLOARD eFuw• s 5 CONCRETE START BE (OHM WHIR A WHOM ROCHESTER CORINC ro SECLON 90-7 ON HIRE STANDARD RETAINING WALL - CBK-OS B. CONCEPTS SHALL SE TOASTED SMOOTH AND GAINFF A EINE BRUSH FINISH °°.E. °D E _ ._ _ FRANK 11 FLEE gC,E IH 1-0 A IN I ME MEWED I��AF U ENT US 8 os`� SHEE`D53/47 4) s TRENCH SECTION DETAIL BOLLARD BOLLARD 4 FOOT VALLEY GUTTER 15 G 19 q]Y RECORO No. AM L e9dpw::FVt T, PC Add a75 RACC on* Ne _� I1 . dGwor— TTv � L�— T e L�� �. — r� I 60r5w A. �.E �' �. nww VS5 AAA I FVAN CIA �� Armed,_ rL� r„ wedwit QI dQI 4«w, IN o. a ,n n. o. 60 IN E�� AN) 0,01NAGNMI Asealffilwo DNA se - R�Ibe raw WIN 31-FINT .. 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ANN? :�A�e.,.. ���e BASIN TOP orx 0�: �� KeG BASIN aooa orBpPx N , CB. q,� i� xo,rs. � n.a g — fir— KEAN . .r,�� LATTICE NO AT I NIffiff PANIC A* µ�a IELD YERFA ED DAMETER PRIOR TO 7041F PLACES GOOTEXTHE �° N* AYLVANG 7111 L DRAFTEE Ty I CACHE) By BB.B.TMRPx� ; AEMr CAW.�,w HOT AS wASSEMBLY .MaaWn PLE 1-1p_, �A,�oA M..M,�..>.. numn ONE, GRATED LID --- - STANDARD CONTRAIL ARE AN ,rou•LE CCAJIEFT 7 ( !/ _ BASIN RIP RAP oseFE Clff RECORD No. �� 13 s ,3 aragamor NEW RaANft ASEAN NSA, gN Ng . w�9wrr eA,AN aSOO ANN INIVAL 5 &f ANL i ao m � o v 0 .a. — ai c. a.. � _ _ OR go go ADoor � 3 Asmara A 1 5 iI rou e = °• wpm' �wmnuuAI _ _ PAP H A mare-rr vwrerr ^ ra wr ADT ANA am maar�.. ,, ANNA nNEV W* N, A Lena AN 0 w" maerw („r n SAN NONEIf ANSI III k, h socargme 'a A, %1OPA wnn.�i ...w. ex p....0 I s,.. nv�w NMI P ANNIE I W, pan+ uobv emw _ wa.0 oryrxo-,ew/,...../mi.w rvw.e. are - NOW Er n.m r.., r' "y wee •r RVE umu 0 u r®" A hn'Maf ey nm rom. as ao r.' 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"I IA w 'ei`un.+ 2' Par" ANAMENAD AN al I AN PER SITE PLAN AE ^' m,u tires ANN O� k- aT 7 FOR p� € A.ANNA Am NO, �ISD�No j �� TRIS s�T ON ONLY �� KEVIN GFRR� ILL K 3 F T t 00 OFRADVE 704 5 .. �� OR By, �EPI NY SOILORMALICENSE TYPE�TM .ADRAFLED BARLANE Ra RTO ENB�n f �� rr��/VALE 0 ISIS ` SO NO —+ itNo -- ag US ANN, PHAS' IN ARNOLD Or LqNfRRN ' ANS a,,, D9 6CALLIPPI are OF NAERSPENIA - A logo -AA ON �;,.t,-�1� U9 ANN NT os CONCRETE PAVEMENT SECTION 18 0 19 air RECORD Na HOULE EWIPMENT SCDESCRIPTION D ROSE WELLS BRASS MUM P H-1340 STEPS OR EQUAL F � CORINCRAIN EGGS. T' MUSEUM B25035N ON EQUAL D I- TUE K CRAFT FRANC COPPER TUBE I EQUAL (D Qs P 1 ¢a P-znz ON Q I -BRASS BUBBLE b IT- 0 VAUT & CLASS SURGERY TI ON EQUAL 17 O I/MnMoT IO REDUCER NOT x CTS COMPRESPEN HUNG PIAN -VIEW. ARucacA51 48' x 72' PEL1Nm vAVLT AND covsR sLws AWAY FROM TEP Le IMSTALL 1' DATA CORIDUT CH VEND) FAM DEMOa� vp TTPIPE HORO uic METER VSEL [ ALL PAGES Z'v - 5 'A P2 le -P IS INSTALL Ix s PE, Ps 1 12'0 PPEF PEA PE E' rsu a o A C BADGER insTUL 12- ELECTROMAGNETIC ROW METER NOTINGm ALTERNATE NxO ATION AS FTO -A1ER WALtt BANPMNG STCONSTRI.) F � j TOM 17 IO I DEENFLUTION PIAN -VIEW. ARucacA51 48' x 72' PEL1Nm vAVLT AND covsR sLws AWAY FROM TEP S LA Y GRI A PLY, <- S ssFM s x .. 0 xJB OR E — _- / S .. . 0 /y M1 �. �' nDECRAELQ 0 0� / _ 'I/ -Pi- 'tX l/GI REEJ¢a-In r x LET TER MAIN GO :x G3 DEAL PIPE THROUINT m 'AA oGR-sxRNKEREET El VA ISO xs e s DEAN A o Y — GO NOTRUST CONCRETE BLOCK OR INSTALL PAT ON HAD r N1,8 BRAS FOR SUPPORT COMPOLUED 95% NINE RELATIVE MPACTON HSP •N� METER A¢ Pies Axo nrnucs sxuL az IEAE FREE. rz APPEASED) GRAVE- B �AJ- uelsIr PERITx Flu nsE / Y=a EXCAVATE I' CRUSHED axK COUPFU �3Y ss ANCHOR UNDER _ ld UP 9 PE H Go CCNEAEIE BASE B INCHES OF PEDESTu ATH PEA HE ADAPTER RMANTAIN UNS IN PIPE MANUFACTURER RECCOMMENDEAND OONxsTD A SOUT AD See IQ— CRAv[L. s — GO DEE Ld WATER QUALITY SAMPLING STATION e. FLOW METER INSTALLATION BEER TO CUTS STHREPARD CHAIN GATE MOIN AS GELLER TO CITY STANDARD CHAIN GATE WDFl AS LIPS BURNS ON SHORT AEON�BxnL NFERN.NEx. °` TA >R ¢ - �,IGRu INFBRNA„�ELUNK DI ON SHEET "` SPECIFIED IN °`=�- 3 �NDraL S Y AEE V _ L _ �- -r AURNARBALREDe --T r i —-1 12m En E POST(mml POST cm! .. STAG P 5 r_ Tills SHJ- ON ONL > F L T L.T r INFORMA �a s-. r / U(IFTE Nee, 5 — ERGR RBBSERUM ENGINEU NYAT-D AD CLOUD Be Seb FCHAIN TURN t HALF, 01 /29,1 F A11 BRIC HONEST ASE 2' MESH SEEMED AMOSBGGCT J5e PC I— F7 x LOSNEPAL FRI GATE UTM11 GI 2' MESH OABRIC OF AD 4 SPECIFIED c am AS + oa CHAIN LINK DOUBLE GATE B++ CHAIN LINK SINGLE UNIT "+D11s +s pTY RECORD Na -