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HomeMy WebLinkAboutSWA000178_Plansheet - Misc. Detail_20221217CONCRETE RING 14 GAUGE STRANDED BLUE COATEP UPPER TRACER " WATER MAIN UNION COi1fdT .P: C. .ORKS DEPAR0 k! iCT -11tA 3t1W1 lEYEt 0 t so- :r- s� +� •., y, TERMINATE T BELOW 4ROUN.D . V EE " COUPLING VALVE BOX " GALVANIZED ❑ F IPE ' LONG VC PIP E. 0WOM DfKK .......... ... . ............... . .... SM )twLqc JOT! CONCR-TE BLOCKING 6�kI r�rFs: 1a DETER RUx 10 TO t vE AMP LRlAlOR IALuANCE Ea11�J_ FOR 5aW ffil, STkIlLARD UID W 6OW ERT� D Rl1LD€RAPIRWE9TY 0 WM R 19FN�TALL WPLEL VALVE kM VALVE WX UFF E HETFR WtL BE SIT. MFT k AND ERT RY U"N CGUNTY 6 PRE VAtWj RATE S., FLECTROW R_AL'xlb TR ANWTTEII Al- i aDX ICY 1 1.41`bERl WOM CWWER € it*SU�FIJIS J 1 I L UE f,,AIEDCWI EA } 'rI1aLF1 �r I F 54�1 4Gf41YlFL.I< AtvF WITH L9CK WINO E�##SIQw)J 1 E � I ilONr��L1'�I� I � tin, AM pE1€g 1 1 I I AVA ZrtuK VALVf `�—VAIIVE �Y RALDERNROPERT-f ElE#J�#C�LL I � OWNER TMAN 5i CCNN ECTOR 11311A� NFFL1 BY fill xR&R0EkTy OWNER UNION CCUNT I PUBLIC WORKS DEVARTHEN7 7gNDARD DETAIL121 UNION COUNTY, N.C. MFTER MT J L L T M F O AMR E T F DATE: — _ — — T — — 1 F-t- 1r KNIMUM COVER 1S 36" T" Pvc SUS 21 (200 PSI) 6"-8" PVC SDR 18 12" OR LARGER DIP: NO STONES LAKER THAN # 67 STONE ,'�IAILL:a� USLU,l SELECT BACKFILL WON COUNT�PUBCIC WORKS DEPARTMENT omolq COIIIqT * N-C. �EFULt'1'`MP ACTED .ECT BACK Fl_L 1 FT. DVE TOP O.F PLPE JD TAMP EARS`$'. WATER4TREN[H -1 �L DATE: -14-10 TASLF SIZE OF PIPE LENGTH OF r:- 6" 4v a" 40, 12" AND LAUEft BY ENGINEER LO#9CRETE RING C4#aCRETE RMGROUND UV , r IMPMOATE OR 2" GALYANIZE€1 IPLItIG°--' PF1 21 -0',G VAI VF ROX VALVE BOX 2' BRASS NIPPLE 14 GAUGE STRANDED IRWE COATED COPPER TRACER WIPE 5" ='','C PWE RESTING ON BRICK *� °5" PVC PIPE RESTING ON BRICK -- r TER MAIN Islzi VARIES) ':: STUB ! EIGrH VARIE51 2' GALVANIZED PIPE I5EE TAOLE7 ISEE TABLU Y LON6 2' - 900 B RD MATE VALVE - 2" GATE VAI-vt MECHAMCAI,;OMT Lu J51 E VARIES UPONMEtKANICAL J '- tidATERi�AIN SIZE) CONCRETE BLOCKING J.�.�I k' f #J 11ITY PUBLIC WORKS aEPfi.RrMENT UNION COU -y- -�,-MAINLINE 04.15" SENSES RECESS TOP VIEW 14 GAUGE STRANDED BLUE COATED COPPER TRACER -?S7ANW.gTAIL , 1I1�1i1]11 .TY PUBL. > RK5 0EPA Z SCALE: v. ON IiAllnm A -..� - „� ?: A MLL-L SIDE WIDTH VIEW 0 0 UNION COUNTY PUBLIC WORKS DEPARTMENT UNION COUNTY, N-C. BO'TTCH vIDd r5rnnr5 tirir+ � METER BOX LID FOR'r AND 1'' METERS M SIDE VIEW PRIVATE SERVICE LINE �I 4' METER E1 FITTINGS~ NOTES, 1. METERS WILL NOT BE SET IF WATER METER BOXES, SEWED CLEAlN-OATS, VALVE BOXES OR THEIR AP-PURTENANCES ARE DAMAGED O1 IMPROPERLY -POSITIONED. I 2. WATER METERS ARE TD BE INSTALLED PERPENDICULAR TO THE ROAD A14D WITHIN THE TOAD Rll3HT-OF-WAY OR WITHIN THIL 3/4' CLIPPER LIMITS nr A Pf flPn rb UTTLITY rA rMr-NT, SERVICE TO M AITEE2 . IF THE IR IGATION LINE T TO BE UTILIZED �EI VICE T❑ AND A METER SET,THE APPROPII.4TE WfECMAIN REDUCED PRESSURE ASSEMBLE' SHALL BE INSTALLED BY THE CONTRACTOR PER UCPW DETAIi- 24A. I 4. THE PLUMBER BUILDER IS RESPONSIBLE FOR LAELINC IRRIGATION AND D0ME TTC METERS AT TIME UF- THEIR CONNECTION. 'ALE: AE: 6A' 06/20 fl RIVATE ERVICE LINE Ia* DETER 4EC O PI ESSI❑N 30� L:% CONCRYEt PAD =f iLIL11. 14 GAUGE STRANDED BLUE COATED (OPPEI TRACER WIRE COPPER SERVICC,.. TO APPROVED SERVIL"C 2"PVC MIJFU =R H-1342' i SAE UPTO 8" SEE NOTE =C. I `v' I YGK H-5020 1 312 ANGLE W44 'v I.Viw - �27''o-l_ CHECK VALVE H,-1424-7-A HH 91 -3 3 CONNECTORS COclPtR STYLE 11a GRIP JOINT EXPANSION COiyNi-CJ110N EC 23 DOTE= ROMAC 101N SHALL RL LACE MUELLER FOR -PIPE DIAMETER LIP TO 8" SM17H BLAIR 317, FORD F( 202 REPLACE MUELLE;R FOR PIPE 01A, 12N AND UP ST"AR �lF.'AI _ -- _ "`: Hl- UA .............. .....----...... FPIPE I€�I C+4i i ROiJARCw ADAPTOR e ` P:Vf WATERMAIN� " (54 LF DIP RESTRAINTI Z-2.' 0 `.4M-%N1PPL 6X2 M! PI_UI UNION COUNTY PU W.=S- TKNT ......... l T ��},''.f;Ll DETAIL CE LNi5-`N C0-N7Y, N. :I1 R L -0 U WATER MAIN GRASSING ',-.:NI#ER STORM DRAIN DETAIL ONLY APPLICAIBLE IF MAXIMUM DEPTH EE BURY F EIR WATER MAIN IS LESS THAN 6' AT CROSSING. P,R,+��,, Ofµµ',, CO�LL S ECG �iF�AUL 54' RESTRAINT JIJINT 17IP RESTRAIN ,JOINT DiP UNION COUNTY PUBLIC WORKS DEPARTMENT UNIGNCOUNT Y, N.C- _, 111—�- -6,0` DEPTH (MAX.) STORK DRAIN 45 DECREE 45 DEGREE BENDS BENDS 12' CMIN.> 1 VAM MAIN 20' RES-FRA(NT ,TINT DIP 3.0' COVER (MlW 54' RESTRAINT JOINT DIP �-RESTRAI N T JOINT DIP WATER MAIN UNDER STORM DRAIN CROSSINC .ALE: I.T-- -31-16 CIVIL ENCINEERINC I LAND SOLUTIONS J. "FROM CONCEPTION TO COMPLETION" Z 0M OLn N N 00 N I N U Z Wo w Q w o Z U g� M LJJ' ) Q Z > Of U O cn H O rn? O 3 3 3 **V]:'1'1.ltllN - OWN131)** Engineerones CivilDesign. com FI11�,�l�" GN EA% I _ 3493 � 1:5 4., � Mq T T H0.�`� FOR �46N& lftlON N CgR °°C ff1, °°°°°°Oo°° -.0 aa JONES CIVILoC°°°DESIGN P.. C-385a , 9 , o = oQ-;0a°°°° °°< 0000°yPO ,: W Q O Z cn W Z N O N m m 0 � U r m 0 �Oy F-1 N N O M u m N I W N W o� M m w a z o z w u O SHEET C5.1