a • a !, • 0 z I � >I" >- ,a -· g Cl ----� ' Q o-1 � � � ....... � :e � '-'I '° � • .o u ., (CS':! .,: 0� <,( >- -w • 9 0 a� l.w � .>.:•0 OU oz ,- oa' u < ::tY o' �� -<a ES NT EDESLECAALSPI NE RG SWPI TEHC IBFRI CI CA TKI IOMNOS R T A R OPEN CUT MM II NN .. 21 '2- 0' - "0 "CSOTUANTTEYHRI GOHA WD A Y GRADE\ z " '" • HALL BE RESTRAINED __J MJ OAIINNTS C3 ' ABSEI NY OG P N I A P D E N D E W A S I C T H H H A I N L E L N T E D H X E T END I ' PAVEMENT OPEN CUT I MIN. 12'-0" STATE HIGHWAY I MIN. 2'-0" COUNTY ROAD z "' • L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED P OT L F W A O O C F E S DP C A A A C S T E I N E R G A S C H (TYPICAL) CASING PIPE TRACER WIRE BE6T'W- E1 E0 'NTYSPPIACCAELRS POLYETHYLENE 2' FROM ENCASEMENT REQ'D BELL END FOR ALL D.I. PIPE NTRYALOCNERCAWBIRLEE,TMIEINS. F2OPRER PIPE STAINLESS STEEL CASING SPACER CARRIER PIPE WITH POLYMER RUNNERS ROADWAY BORING SECTION TYPICAL CASING SPACERS AND END SEALS DETAIL BJOEILNLTRREESSTTRRAAININTTHARNESS RB EE YQO' DNPDEFRI TTTAI NB LGEEI AN CSHP WE CA' SY RF IETST TI NRGA IWN EI TDH TMOEPCIHP AE NBI CY AULSJEOOI NFTA -J O I-N T RESTRAINT I · MIN. PER TABLE • I I MIN PER T�BLE ' I 1�]::i-:::ft,ep0 ��""=lih STONE BED STO�E BED A' A' VERTICAL #B 4E NR TE BA AS R SHOWN #B4ENRTEBAASRSHOWN 1o STONE BED • SEE SPECIFICATIONS BJ OE ILNLTRREESSTTRRAAI NI NTTH A R N E S S RB EE YQO' DNPDEFRI TTTAI NB GL EEI ANCSHP WE CA' YS () HORIZONTAL TYPICAL THRUST BLOCK DETAIL --++- APPROX 7'-0" OR AS DIRECTED BY ENGINEER N VA O L T V E E , BOXES SHALL BE SCREW TYPE, 2C-APSI ETCI RE OONR L3I -DP II ENCAEL LC AS ST TO NI REO, N W I T H ASPHALT OR CONCRETE AREAS VALVE BOX ---\ooEoo/ COVER lL :::if TTROABCEETREWRMIRIENA-TED--I IPNVSCI DCEO2N" 0D U, 2I T' L O N G BAOLUXMTIONUTMOPVALVE >---- 6" PIPE TRACER WIRE --- 1 I I GATEVALVE � MAIN I ~-~-~ TEE ANCHOR COUPLING 2'-0" MIN 6" PIPE >----- FIRE HYDRANT SEE SPECIFICATIONS PS RT OE CN AE SWT ECDOGNEGB ES TL AWBESE ON R OHYFDTRRAENNTCHAND FIRM FACE 6O RC UWBAI CS HF EE EDTSOT OF NWEA#S5H E D G R A V E L HYDRANT SETTING DETAIL 0 >wU J ) xf fa - _- <( >>J- Oow ' � <O O'. � wO "=> UU )) �� zw <( z wf- -0 <( w CJ :::1 J <( J f- <( U) z wJ z�Q zU) zU) -ww Ja, WXf- J "' <( w U X f)- f U - ) w => > ZJ w <( >> J<( �;; xto 0 "' 5 GATE VALVE, IF REQUIRED FAONSCTHEORRACDOAUPPTLEIRNG OR --, RVEASLVTERAWINITEHDMECHANICAL JOINT TO PIPE BY USE OF JOINT RESTRAINT GATE VALVE, IF REQUIRED STONE ,,..___I�- - -MAIN LINE PIPE (TYPICAL) 11----- BELL RESTRAINT HARNESS FJ OOIRN T2 RJ OEISNTTRSABI NETY ORNE QD U I R E D FITTING I VALVE EACH WAY RV EA SL VT ER AWI NI TEHD MT EOCPHI PA EN I BCYA LU JSOE I NOTF JOINT RESTRAINT MIN. OF 40 L.F. CONCRETE THRUST BLOCK -- -� GATE VALVE, IF REQUIRED FAON SCTHEORRACDOAUPPT LEIRN G O R CV AOLVVEER B O X BRANCH CONNECTION FOR DUCTILE, CAST IRON OR PLASTIC PIPE VALVE SIZE MODEL NO STEM DIA GRADE TTOR ABCEETREWR MI RIEN A T E D I INSIDE 2"0, 2' LONG I PVC CONDUIT I AV AL UL VMEI NBUOMX I WELDED I WSTAESEHLEARLIGNMENT TRACER WIRE 6 W " E P L I D P E E D ¾" A T SETAECEHLEPNI ND SPOT WELD I I VALVE V S A I L Z ' V E E BOX i--tr1-I jtl I ½" LESS w THAN � :{1 VALVE 1.0. :r: SSECTREW �i ' SET zwJ '" SCREW U) "' � NI -� VALVE STEM EXTENSION I 81" 0O" OR RL E1 S2 "S 16" AND UP "" OO PP EE NN RL EI GFHT "TO" R INDICATOR OD UP CE RT IALTEI NI RGONNU T V VR R - - D B VR-E S A T -1 E 0 M 18 COLD ROLLED STEEL DUCTILE IRON SOCKET 11..0250"" 1.50" EF IXEI LSDT I TNIGL E NOTE, SA IDDAEPOT EF RF IIENLSDT AT LI LLEE DR EEPAACI RH 2'MIN WATER MAIN EARTH LOAM BACKFILL PAISPECUSTAMFIEELSDIZTEILE 2' MIN U#5N3DSETROPNIEPEBACKFILL FIELD TILE REPAIR DETAIL FE IXEI LSDT I TNIGL E RC EOPNATIRRA( CB TOOT RH PS HR AI OLRL BT OE RA EN QD UAI FRTEEDRTROEPPRAOI RV) I DPER PI OHROTTOO GERA ARPT HH SL OO AF MT HBEA CF IKEFLI DL LT. ITLHE E PC HOON TT OR AGCR TAOP RH SS. HEAALCLHPPRHOOV TI DOEGAR AL AP BHESLHEADL3L- RB EI N PGRBOI NP DE RE RL YCLOANBTEALIENDI NWG I TT HH ET HR EE Q U I R E D PROPER STATIONING, SIZE OF TILE REPAIR, DATE OF REPAIR AND PROPERTY OWNER TS ET EA I NWLI TE HS SS TS AT IENELLE TS AS PSPTI NE EGL FLANGED OUTLET EXISTING MAIN EXISTING MAIN WET TAP CONNECTION TO EXISTING MAIN AC UT A T EP P I "' RI BEFORE DIGGING, � """: C:::.::�--� N � IN THIS AREA RI DHEI NN TOI FTI RC IA- VT II EOWN MWAI TRHK ET RR AFCOERR TWR IARCEEPROWS TI RSE, , - - E EC S N A T G R S I A N O C E N C EI E R T S E A S T P P U P O F R F I O N C V TS E A D T F OW E R Q IT U T H A R T L A W C CO E O R T L E O W R R IR M B E IN L , U A O E L R T W ITH MWAAXT.ESRP MA CA II NN GD, EI NC AFLESN TCOE BL IEN IENSS, TAADLJLAECDEANTT 1T0O0 0 F T VALVES ETC. OT RRARCHEHR SWOI RL IED SCHOAPLPLEBRE WNIoT. H1 24 5A MWIGL UPSOEL-Y2 E, RT HH YWL-E2 N-E � II NN SS TUALLALTEI ODNL OA NNDG IST UU IDT IANBALLEL YF OARL ODNI RGETCHTEBPUI RP EI A L TWRI RE EN CSHH.AALLLLBUENCDOENRNGERCOT UE DN DWSI TPHL ITCHEES UI NS ET ROAFC E R CCOONPPNEERCHTOEARDS.SNAKEBITE WATERPROOF FTlAxPMPJING GATE VALVE NEW MAIN GRADE LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS CUT-IN SLEEVE EXISTING MAIN FGlAxTMEHV A L V E EXISTING MAIN CUT-IN SLEEVE FOR VALVE OR TEE TO EXISTING MAIN TYPICAL WATER APPURTENANCE DETAILS REVISIONS BID SET C 2025 8P/ 1 , 0J. Oi2d.wW! leoessxc et m2B9r5Eo andgwi naeye rSs .! r Ienecl . Loogoo1.:c. lmfou1a 47553 DATE JUNE 2025 DESIGN ROW DRAWN MMC Q.C. CHECK EKP PROJECT NUMBER 2023076-00 1 5 15 OF 16 I Fll.E """"'" 44974 I Do Not Use Plan Previews for Take Off
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