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S A E N E D S A P C E C C E I S FI S C O A R T I I E O S N FOR TYPE RLIEDMWOITTEH SDERNI LSLOERD IONPSETNA LI NLGE D I N HF RI GAHM SE TARNEDN GC OT HV EPRO LSYEPTRFOL PU YS LHE N E WITH GROUND SURFACE 13-3/16" I• 2 0 "2F4O"RF O5 /R)1&" 3M/ 4E" TMEERT SE R S ¾" HOPE, SDR-9 CTS ¾" x 1" INCREASER 13-3/16" I• 2 0 "2F4O"RF O5 /R8 " 1&"3M/ 4E" TMEERT SE R S RDERMILOLETDE OSEPNESNOINRGI.NHSIGTAHLSLTERDEI NNGLTIDHWITH PS OE TL YFPL RU OS HP YWL IETNHEGFRROAUMNED&SCUORVFEARC E Is;;;-----1---�-ANCHOR LUGS ,�- HOPE PIT WITH REINFORCED RIBS WA SI TMHANNOUTFCAHCETSU RF OE DR BSYE R V I C E L I N E F( FRRAANTCCEOS) VCI LOLREPD. R A I N T I L E LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T CWOI TRHP I. NSSTEORPT MSOT DI FEFLE N4 7E0RB T MM cODDOENL A6 L1 D3 3MT FBGY. AC YO . ¾" x 1" INCREASER MAIN-lo "SYT"I FCFOEUNPELRI NSG W I T H I N S E R T 2" HOPE, SOR-9 CTS 3 314, NSAODTED:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS HOLLOW COPPER TUBE DOUBLE METER SETTING r- :1 <" I" � 13 3/16" II II II II II II II II • PTOERINMTINAL TEST ACCESS D_j__ INSERT TRACER WIRE INTO TUBE AND CRIMP "' D "' N ,__ NT Ro .A1C2ECROWP PI REER ANCHOR LUGS - ----+ -- �? 20" FOR 5/8" & 3t METERS )1---="--'-'=�:::::____==-K 24" FOR "METERS LCOOAMMP AF CI L TL EADR CO LUANYD OPRI T FT LEESXT I BALCEC UE ST ISL I PT OY I MN TA RF KOERRTWR AI TCHE TRWWOI RTEE, RCMOI LNOA RL BLUE MODEL 'TUFFCAT' CTFCO7208U WITH HWOI TPHE NP OI TT WC HI TEHS RFEOI NR FSOERRCVEI CDE I BI NSE F (A F R S R A A M N T A C C N E O U S ) F V C A IL O C L T R E U P D R . R EADINBYTILE g ANGLE DUAL CHECK VALVE ME XETTEENRDYTOHKREUWWI LALL L WD UI TAHL¾P U" RCPOOPSPEE R OUTLET CONNECTION MP RE ET SE SRUCROEP RP EE DR USCEI TN TGE VRAWL VI TEH. SAENED SAPCECCEISF ISCOARTIIEOSN S F O R T Y P E EBYREACING ANGLE BALL VALVE 1F"OHRO1P" E& S¾E"RI-N9LCETTSS E-T T-E R-S USNPELECSIFSIEODTHERWISE ¾" x 1" INCREASER SS ECTHT. E8 0R RSIUGPI DP OPRVTC 1P6I P" EL O, BNRGA C E ½ " D I A . CWOI TRHP I. NSSTEORPT MSOT DI FEFLE N4 7E0RB T MM cODDOENL A6L1D3 3MT FBGY. CA YO , MAIN-lo NSAODTDE:LES REQUIRED ON ALL MAINS PER SPECIFICATIONS DB YE CCAALRSS COWN I-T1 E1 2I NATNEDR TNOAFT-I 2O5N8 A0 LA, SP HM. A1N- 8U0F0A- 6C4T8U- 7R9E1 D7 OA TR 1E0N0G0 IFNTE. EMRAAXPI MPURMO VSEPDA CE IQNUGA, LI NT FOEBNEC EI N LSI TEASL, L E D ADJACENT TO FLUSH / FIRE HYDRANTS, ETC. TORRARCHEHR SWOI LRI ED SCHOAPLPLEBRE WNIoT.H1 24 5A MWI GL UPSOEL-Y2 E, RT HH YWL-E2 N E II NN SS TUAL LALTEI ODNL AONNOG ISTUUIDT IANBALLEL YF OARL ODNI RGETCHTEBPUI RP EI A L TWRI RE EN CSHH.AALLLLBUENCDOENRNGERCOT UE DN DWSI TPHL I TCHEES UI NS ET ROAFC E R CCOOPNPNEERCHTEOARDS.SNAKEBITE WATERPROOF 3'-0" 2'-0" UR OS EL L6E" DO EF ANCoH 523" A G G AS DETAILED ON PLANS S2 "UCBRGORWA DNE 2'-0" 3'-0" 1 L:::::::: LI 1 3 1 FINISHED CROSS SECTION ACCESS ROAD NHOOTREIZ:ONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES TO THE C.L. OF TRACKS I • BEYOND RJW LINE • I I • BEYOND R J W LINE I � R.R. I I RNJ 11 2 ' OB EFYSOLNODPTEO E (25' MIN) D3I ' TBCEHY OL NI NDE (25' MIN.) TVYAPLVICEAL GATE C0 A. 1 RRREI ES RT RPAI PI NEETDOJ BOEI N T R.R. �I I R J W SEAL 11 SP ET ERESLPCEACSI FI NI CGA PT II OP EN S GTYAPTIECAVLALVE MAIN RAILROAD CROSSING SECTION GRADE ANCHOR N BAATRTABCHEMENT <( iS T# 4O PB A&RBSOCTOT ON TMI N U O U S rr-::.7- .f::_-,._,--- 6x6 13/io W.W.M. , •· DNRENA INNAAHGTEYGPAETRE- 5 0 5 0 S F EOQRUEANLGINEER APPROVED '""""'"- #4 BARS CONTINUOUS SECTION --j 8" fNCOOTNET:RACTOR SHALL BE REQUIRED TO PROVIDE PHOTOGRAPHS OF THE FIELD TILE RC EOPNATI RRA( CB OT OT RH PS RH IAOLRL TP OR OAVNI DD EA FATLEARB RE LEEPDA I 3R- )R IPNRGI OBRI NTDOE RE ACROTNHT LAOI NAI MN GB AT HC EK FRI LELQ. UT IHREE D PP HR OO TP OE RG RS AT PA HT ISO. NEI ANCGH, SPI HZ EO TOOFGTRI LAEP RH ESPHAAI RL L, DBAETPEROOFP RE ER PL YA I LRAABNE DL EPDR WO PI TEHR TT HY EO W N E R EF EA RCNHCSOI DAEDOAFP TFEI ERL DI NTSITLAEL L E D RAEPPPARIORVOERD EENQGUIANLE E R ------· <rr,---nt---------- _____ .,.,,_--1--U>- --------- EF IXEI LSDT I TNIGL E 2'MIN. WATER MAIN EARTH LOAM BACKFILL PAVSCCPUITPEFISEALDMETISLEIZE ---------□---� TL EXISTING 2' MIN. FIELD TILE U# 5N3DSETROPNVECBPAI CP EK F I L L FIELD TILE REPAIR DETAIL P( ' I)P IEN JCORI ENAT SDEE TF RL EE CN TCIHO ND.EUPSTEH FAI ST TNI NE GC ES SASNAOR YC OT ON CPRREETVEE NA TN CE HX OC ER EBDLI ON CG KRSE ICF OTMR ME NE CN HD E D DEPTH EXCEEDS REASONABLE CONSTRUCTION DEPTHS. GRADE (') MIN. 4'-0" CRUSHED STONE �N2. OTE P : LEAESPTLI CA NP ISPHEESEHTASLALNBDE CERNOCSASS ESDE CWTI ITOHNSSAFNODR. S I Z E A N D T Y P E O F P I P E 3. IF ROCK IS ENCOUNTERED, MIN. 6" SANO BEDDING IS REQUIRED UNDER ALL TYPES OF PIPE. CREEK CROSSING SECTION OPEN CUT OPEN CUT MIN. 12'-0" STATE HIGHWAY I PAVEMENT MIN. 12'-0" STATE HIGHWAY ML I AF TNIHNOGLHE ACNODVL EE RA SN HD APLAL DBLEO ACLKUHMAI NS UP MA SWMI TAH-N U F . EBNY GHIANLELEIDRAAYPPPRROODVEUDCTESQMUOALD.EL No. A48R OR 4C"ODNI AG .. PMRAENCHAOSLTE CLA-VAL MODEL 990 --+- 2V"APL RV EE SASDUJRUES TR RE DA NU GC IEN G . ,._ 28 TO 85 PSI MP EI NR. SP PI PEECCI FOI CVAETRI O N S A2 "SHAOPPPEL ISCOARB-L9EC T S L PP I I E N P N K E E - S ST E L R E A A E L T V I ( O T E Y N W P SI . ) T AH L L RA ES DRUECQEURI R E D CONG. FLOOR .. • 4'-0" METER & BOX SETTING . . 5" ·• . . . , .. . •, INLET AWLAL TJEORI NPTRSOSOHFAWL LI TBHE BITUMINOUS MASTIC PA RL LO OJ OF I NWTI ST HS HB IATLULMBI NE OWUAST E R MASTIC C V O A L V V E E R B O X -------� -SLOPE VA AL UL VMEI NBUOMX _T O_P _ , , F IF N L O L A R E N D T G A S E N E D R D M I E O E S U T T 7 E 0 L R E C W T O , I P # T V H P B E B B R Y 7 P S7 A E -1 S T 5 T S B E , - 4 B R 4 A F - L 7 O L 7 R - V G A 2 " L VE 6" PVC - -- ---1 (GRIP JOINT FOR COPPER) AND #CF31-77 SDR-35 PIPE (C2 ORNETQR' OA C) FT EOMR ASLHE ABLRL OVNE ZREI FMY ETTHEER PF. RL AVN. G E . LAYING LENGTH TO FIT. BWYI T- PHA PS AS DFLUOLCL KP WO RI NTGBSA L L V A L V E 2A"SHADPPPEL ISCDARB-L9EC T S REDUCER AS REQUIRED 2" DRAIN WHEN APPLICABLE LPIINPKE SSELEAEL VOENWITH ALL PENETRATIONS GATE VALVE STONE L0I.N1 EP ISPI EZ E LOCATION MARKER WITH TRACER WIRE TERMINAL TEST POINTS HM AA NN DH LOEL EA NCDO VP AE DR LSOHCAKL LH AB ES PA AL US MMI NA NU UM FW. BI TYH HLAI FL TL II ND GA Y OP RR OEDNUGCI NT ES EMROADPEPLRNOoV. EAD4 8ERQ U A L • 4'-0" .... " ' .. - .,, ,,,·, - ·, .. . ·. . :. . SEE SPECIFICATIONS . - !' �-· FOR METER TYPE AND . :-., ACCESSORIES . .. .:' .. • :. FLANGED COUPLING ADAPTER SIPZIEPEADSAIZPETTEDR METER . . . , . .• CONG. FLOOR "' uw" "' ,i <( 0w:: uw"- 1 z [ " C4 "ODNI GA . PMRAENCHAOSLTE - -------------- VALVE BOX COVER 'ErsLOPE � AV LAUL VMEI NBUOMX T O P >----- S6 "DPRV- 3C5 P I P E �GATEVALVE 1'-6" MIN. 2" DRAIN WHEN APPLICABLE 2" P.R.V_ VALVE & SETTING 1 1/2" AND LARGER WATER METER & BOX SETTING PLAN HEADWALL DETAIL MIN. 2'-0" COUNTY ROAD GRADE \ ,.,. ;e "�' ' HALL BE RESTRAINED _j MJ OAIINNTSP 3C' ABSEI YN OG N I A P D N E D E W A S I C T H H H A I E L N L N T E D H X E T END I z ;e &, � --------------- - --- - --- ----------- L STEEL CASING PIPE PER SPECIFICATIONS TO BE BORED MIN. 2'-0" COUNTY ROAD - ROADWAY BORING SECTION ESNT EDESLECAALSPI NEGR WS PI TEHC IBFRI CI CAKT I O/ MNOS R T A R 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 B E 6T'W- E1 0E' NT YSPPIACCAELR S POLYETHYLENE 2' FROM ENCASEMENT REQ'O BELL ENO FOR ALL 0.1 PIPE NTRYLAOCNERCAWBIRLEE, TMIEINS. F2OPRER PIPE R OS U T R A N E I N N N E L G E R I S N S S E A E S S R T M E A A E P N L P U CR F A O A S V C I E N T D G U R E S Q E P D U A A C B L E Y RC WA SI TCHA DP OE LWY AMTEERR W O R K CARRIER PIPE TYPICAL CASING SPACERS AND END SEALS DETAIL ' • u z VI w 1- _J 1-:::) 0::: w > z 0 I 1z <:( . IV) BID SET 0 z 00 er: V, . u z Iv, TYPICAL WATER DETAILS Designed By: Drawn By: Checked By: ROW CZM EKP Issue Date: Project No.: Scale: 4/9/26 2023027-01 AS SHOWN Drawing No.: 10 Sheet 10 of 10 .... �" Do Not Use Plan Previews for Take Off
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