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HomeMy WebLinkAboutMDC C2-3 STANDARD UTILITY DETAILSz' ¢ SANITARY SEWER MATERIAL SPECIFICATIONS Gmvdy Sa�wrs Pipe ard Fitings 15' Dia. or Less uheixc arc 9eEx 4hmunsIXt9.11or0epreleeeTniz NYIYIIIl113IX330 KKdFtll R 1S V gB9bf. CfM Yry IK 1Bp11BII11IA0IpqqfiBNA .lo„[8y�m: Baavrk��A..zl.tl]�YPctldlb�Ealimniu[trieatlltlb¢. 4i�ioshMmr�ers^ Yeovaeb�faoetln9hix ro puammemme vmmyamei eea�we. Graviry Se»�a�s Pye antl FilGngs 18' Oia. or LarOer a� m���.� m�.a�m�,��,p���, sae,�qmo�.. 6eMce Letarels 91LB: P P9. Rlfillllal �INPIIY: PYC ae� unmunsoasorc.oeW'sieeemenir u n m un soa ae i« a �vn u ir w geemr Jont6}n^i' Baetrencaiaiel�bl�IPeMY�O�ueanelaoannecl:neabmriga. wo9�camm�vavmun9cdiaioca� m�vdeva�a. omngnn Forca Main Pipe and Fiti�s 2" Oia or Leas NNwW: MVHIX£ GRtlF RMII1VI11'AiSINWWIgFlBBGI�I�{B 2M9�ekrt[ �mmmr�mnwaruecraadryp.a�reeu.ea�rmmedeeemnnip. No[aiCa� N�al IlJhpe.fae@nen acomadpse�9l C�9a�eLL no y�m mrccsnc vmrvp siux m aaow�. Forca M9n Pipe end Fitings IsgarThan 2' Dia. reR�ap�._ auaemq�ma�q SANITARY SEWER MATERIAL SPECIFICATIONS Force IAain Tracer NSre ua[e�: wieae�oeemmumaixqeadampper�awnnB�A�Wa�cireureon !]IN�91Brt1 WKIBRMM4919BRIB�i1P].9�N'B�91M'YB[BI�M9AWHG�4�OfB]plBL aemN rnw��amm�mumnaiweaxtuxeioene�abo.winre�w�amire�wu wee ennoe nmane xm mative hWs¢ llntuaMlBm�e56pdnIs101CeW�daB�aHPNhialkce550tx,PiAvsOeV�al. �:� w�.seoi m peme�o �uo�eooica�n.re r aa win=aeimo�. SANITARY SEWER QUALITY ASSURANCE Line and Grade Requiremerits 1111�e CaMnclorYell GeINx pTa Wltl. m�eua�e�Y aN1etl W e ntledeULeitl d��Valxm PmMelon9 BilhexaoM�Mq tKl I�e�WA aererMe Wmcm�mW btl»J�mmbel �eP�eFleNs m W�m m IleqOmna eovtrietlmd�.�FW. W '1�M vinritln9 mal m pvMnm uYItR 4Yoap Gam Iiqio�ticao etllK Perfarmance Testing 1� lIM fAMlCb! 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T iacx wre carlm�ry Teellig RELEASEU FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel Y,:,�,��',�;,��ti�! � DATE: O1 �Z 1 �ZO SANITARY SEWER QUALITY ASSURANCE Air Test for Leakage �� me e�, m� �o- ie.��.0 e. �seo a,.ii eamir �� rw. ���.zz wne�ww �dea. �)Mpeawre VvwiceSpaigreelerllienlneGacMOresaureolbzgmunEwetxmoretleppe a� *re zxro� on�p cem� v�eu ce peasunzm ena eoonca io equeiue. me nme aurenm ceme�esi w ee s m�xnn ene.aq�renm. a) tre i.si.enb�.�au pes run pr.esure �oe: i. i pei or �ess Manhole Vacuum Testing i) n.x.��m �� w�a ce peno�eo o� en rew�y'�aaiko me�noih or e.9erg ma�noies �na up rmom�. pmNreee ro � m zl irremN vwi ce owawm aneraii mamoie rmwrema rave oaen assamaiea. era q0e O�eeeewn ne.a oam mme. ]) A vatuum ol t0l 1w3IX Hg Yall Ca drawn aM Te vecuum Wmp lumaa M. iM Ilme Aretm d Me b9mll U9 t mYMe. a�,ra������e���,��e.aa�m�oss��, ��,o��a� In Place Deflection Test +1 me m p,�em�.+a� i�+4ai ne rRno�ea w, an vawy �, ppe: ���z ane�wse �dea 2) T�c ksl sliyl � m�E Wel afler �M1elnal bacF�ll hes h n In �lxe lor a m n�mum W �11 brys a)me�es�s�ieeraaurae � aa�eawmeeme�reinannaaeame�ereauaiioss�o�meio.m�neviceee�re�eaea <)npm.gn�w,mraaayae�nr ia�deanv �s��eueeaovaeerorracnr�w�emusee 5)Tliemmtrelslel� uLryplleQVirvwc�plpesecb.nOrngles�e�wMONNeuseotam/nMavdCeNws. 6) RzScsW n��g Rs' U YWI pays Il�l�e marqiH wn Ce WIIeJ wnlnwuslytlnu Ne ppe. Ciry of Carmel Utilities QUALIN SlandardDetails ASSURANCE SANITARY SEWER qUALITY ASSURANCE Hydrostatic Testing 1fQrtetiv�paf M1�ir�ahprme4•JiigmYlrcwl�lmlalletll¢�na '{rT� P2ae •JJ tr 10f1 P& v 150%�fie vnel PVe�rtln9 Rmue.MCe�eria 6�r. 3� lle tlumm of IFe �b¢tJi�e( m! kclea tivn Y M1an 6� Icdo¢ 9�d1 nd � 9�'n �PR' d�e. �^�ktlPP�in2l M. Sewer Televising 1)Tek�a�g �IeI ��(enn� m f �exll idMetl orrqni�9rmt�xncl'�v9' dmelvntllvgr mmiYv� Irc eml�im d tf!l�9dlpM fNil�P1114B9!! BM IW91qM QMMOB�HB zl.vireoonn0ane� ne irtuwe.ormeM�mm�mea v�e irnwNrMamoercdorroeinPeam. s�ma caxucwaro� no-mm enoup�vraircone ppemma� oaxear ep� nneine. Tne wemreren oe p�mu aor me ne nm eeendeaea. drtPm o munxi9. iwwx�gwniedeemd aiainxoe Pamroea. y r�'a,q �ma r�rc���.ae�.a �a'�� e��xe� wn s pa..q.�.a e.�x �roae s�m� c��,.�,a 9ypyeucuu'y�e �ya u�,namm sow e a�,a�, mae �p��a�on. 61 �ffi� 1at Ne�l Ee IryN{aMlq d ary Imrtepe�Mn11o1M ewluelqn U Ve asllw. Tracer Wire Gontinuity Testing �ltrmauorsMlP��eca�YYlksminrYYl�ImbaoerW�u�V enPd&°ra9nreM a�eammicqwcmmum II Rtl/i9tic1 [acmd�ITwn i naalY 1im61 aecp6t alThe �:mm a�a �if n� �s����itld�rsa� rntiR aun. NO SCa E � e• irew� or larsa� crs ocucec�o PAKY]!i SECIIIX/ VARIES ��,/��[ �5j, �ix�ir c� A.ec�,mE � - . � . . 4NYUY C01fR SHALL {Mll '. . . .. . BE MR H01E J B0.tlIFlLL ' B� .1B'JlIM IFLEN� & = wisio� aeMr�R � 0 = INSLE �IAMEiEA a - ocan� cv e�oowc MA1E7tlP1 KLOW PPE - - WRINCIIE HIIUNCHING �&/6) + ` DFP11F OF BFIpING uame,ti ee�aw nvc emwNc " o d wH � v..`�� � sa• s viuiri+ �' NORS: Bc 66' k laRp[P 6� I. 9fLC11NG NO NAUHCHING FOfi I11 R� NSTN1TlIIXli SHhLL BE /d STCNE IEEIING 111E YP1EIdPL 1�OIIIREAFNIS CF iHE woaT. emowc si�LL eE aucm iw n� maw eom� s�a n�n.1 nrm+ n{c nvc is iNsnuco m cannc tixo UNE TMEFE REMNNS A 4' M1MUY �EPiH OF MAiEPIAL BELOYI hf PIPE BPARFI nN0 A YINIM.M Oi 3' EE�O�I THE EELL fpFl RF[ 42ES 66' NO U�RfER, fH uiwnuu �EPM M uni[Pou �LOw InE RPE 8/Jffl 4u.Ll BE 6'. BEDprY 9wA g[ P�AqO rO � M�OpM �5 Op54Blf. BU1 JuyL 6E LCOSfl1' NLACFO �NO:WOAC�EO �FIE��L VUCER IH( Mpp�E 1MR0 CF 1ME PWE FPIpR TO RACE�EHI Cf i1C PG[, 6 tNE UNp[R�MNC Y.IlS 0� 1HC Ii;NCN 901ipI IF[ SpfT Qt YIEI➢ING, 71E SqL SNALL BE UNDCRCUt t0 9.J01 A �EP7N MFt MHEW A�NR@ MiH (1 SIPlC 17 WLL FRO�IIQ � URF6AI PHD Sil&E FWXUAllp1 ALONG iHE EHiRE LE1KlM OF 7XE %PL MM.NQIN(' AND INIT,IIL BACI(i1LL 91I,LL BC COAN0.CiE� IN 6' IA0.?]MM 11F75 70 NOT 1E55 iHAN 90L Si�N�FR� PkOCTOR �F119iY FIX7 7!E EHII� �EP1H Cf iXE MFiFAIAL PIACm. iHE B�CKFLL 91k1 PE BROJLHT UP E4ENLY ON 607N 9CE5 OF 7HE %PE FOft lME NLL LEHGIH CF hE PIPE HAl1NCHIHG SHALL EIREND TO THE SfRIN41NE Cf h1E RPE. I/INYUY 7FENCH WO7H SHPLL � hlE OIIi516E dIJ.E7ER OF hf PIPf F�uS IB'. Z FlNAL 9ACNFlLL FCR ML FCP NSTNL4P0�+5 NEAE 1� IS 5' OR LESS SNPLL BE B-@O�AON FOl+ SIRUCNPE 9ACY3AL IEf11NG iHE M�'EPoAL ^•EW��N75 OF RIE WOi AN� SNALL BE CWPAC7ED IH 6' Y.VfIYIIM 11F15 70 H�7lES5 iHAN 95X SiAN�AR� PROCIIXt �ENSItt FIX2 llf ENiIRE CEP7H OF iHE YR7ERI.LL M��. 71E BACNFlLL FOR ME if)P 6� OF fY( E%CAYAf10N 9(�OM II� �NII � 9J�RI.pE SH+LL �%u 5�9�1E �EEPMG 1K MAi[Rlµ R[WIREIAENiS 6'HE INDOf MO SH111 ff CQN4CffD 10 NOt LE55 1N�w 95Z Si4A.�A� PROC70R xrvs�n. nnr� eaanu ru+ �u nry wsruum+s xr+� '�' is mu� TM.H s' s'uL eE aF+w nu WIERIhL FAEF Ci ROfXS IMCEA THAN 8' N OIAYAIEF, FROffN WIPS 6 SOL, NOOD OR OhEA dWANE0115 W7ERIh4 �PAC7E� IN 11' YAJfIY11M IJFTS TO HOT LE55 MAN 90% SiFND1F� FA0."TOR CEN97Y fOR THE FNTFE OEP1H Df THE EkCAVAiION. �NIRAC70R �N1 PfiONUE A Yd 7MlY 1ES7MG Af£NCY i0 PROVICE COMVAC�CN �ES➢NG �5 N CESSFRY. E lf A � M A i� Y ■ 1 OR MSi LLAOOH Of SiORM M IN ARRM SMI �Mt MAINS �RA YRNtt IA�LRALS PNO YNI MY � � SfF'ACE U7ERAl5 I1N�ER qtt SiREEi� RELFR)If55 0� hE JURISOICiIpI OF iHE U7ILITY. T1E WMUY crnw r�aw n�E rov a� n�E as,eum a+��wT at r�+u cRwNo ocvana� ro nc raP o� n� insTnum �vE SHALL BE NO IESS 1HAN 2S FEET OL C01£F AONG ANY PMii OF AIE RPE If 7HE STA'OPA� PFACACE Ci 7HE UIUTY iHAi HAS JJPo�ICTCN 04Qi 1HE NSTOLLAT(7N HAS A MqiE S7PoNGIX� L01ER kEWNEUPIT, 1HE YqiE SIPoMGENT REWIRELQIT 91ALL GOl9W. 1. F E%ISIING 41BGflA�E NAS ffBl WE STI�LIRO, 60.4IFlLL YIiN B-B(IRR�W fi BOTTdI 6 bJS7NG StI�;RAIIE AN� FlLL T6 hlE Wli CF ExI51N1G 5AClU�E MiH WMPAC7E➢ AOCftEG47E XO S7. S 7XESE STANDA905 914LL APPLY FOII STOR11 SEMQiS INSiALLE➢ IMiXM Ep511NC PNU PIiCPO5E0 qtt F/W AHO FOR SiCflM Y'KRS iHAT Sk11L BE MA4'7AINm BYIFE qi7, REGNi�LE55 Cf STCPM SEYEA �IftISpCPON. fi. NL STiNM PIPE MI71NN EI6571NC Ofl PROPOSEO qtt R/M SHnLL BE PEMfORtiO CONCREIE PIFE RECAPIM.E55 OF ,UFi5qC11CH a4ER SiqCl PIPES STANDAR6 C/TY OF CARMEL STANDARDS UIC%iYl'llYl� 10-31 1RENCH DETAIL FOR CITY STORM SEWERS ���� 3 �w� �� � ��� ��I ee�aa�nai eeneu � WIEPRIX]SIOEEf-0'W` MN M �Fll_ TO 9ELL d'iWTRL �lID c�1 CE awaEnir n �u ro 6W.ot61NAtGN6 MAH 9EYF}11lE � ��� Y� MN �:n• aR ee- � ..�i�iu� ����� � t AL� Flnwb GNLL 6G SRt a. � ra� s onxffmo+eeumu�eu1ux � mr.NLu�nA�9� nw�ne.nrHsimaewemrum � mn,weainnisE j ceE r�cE s au u�0'L ffwrN ewu 9E xars �+ur� � uowaeEv �a+. � 1�ldl�lV {HNE41NLL64"e4ePafl.hrl-.1LaF � �� nuu�exue. i ML ICaJ' 11181FMlT@I CBfN ME M i r lWLst YI� � FOLLCIb Y-N 8DR-9F k� �1 r��P� �� �-� � � � �a aveR ro� xnc�»a � a eew,wroeens<raaw�nnrrom ro FXYM1I LGIPACAa16Y6MEI6CM�I�IGIL 4OH1011 JOMtt RD FI111Ya6 F PFVFER CRPMKIJ[fllClf ff HifiYID.ilel r RNE d MMJ'Cf 6' 6 YGO i&116DdT + CRRR6IYE 41fhlY+Rl LYAIR' IE pU' lL � FP:IBLE7 LAAVE � iK PA�f MxdF W 6IMllGIIGK �M � � Bu�FW H. hNNM C CMiE1E CM 4'd�FG�1�kF id Fiif�]lEYOIn Rf�T PFE JOMf lF N'E nP�1l1IA�9G4lf- H� IFu'!En]C�P,IF]J�E[uPu R���b� i racur�aTero�osasrcn nK 9Y➢YIdT11CA1fNfA. iMPF1WpATCPfF�l6SE61l�CTI ��� ���� AYGR�6' � LucrLFRa:� G�I � L.MN6&!FNli(IEO.ERTE(LXQE¢ � GMTEG WE N1M1llE PLI�O?PodlTP \ I /Fr `LL DdnY' W1Ya' / � ���..L �. MMIF�ILiYffD� iY41ENiGM G1P FGF �� �/ � dMnL! I'4nT PC Mtli CGNNC441kM R�I. YL L61Hl4LN � . .� 1 2€NEEN 5' �IP 46' lA{mt WR! fM. iLL Lhtl.RM.B> 6-'�I � 4,hk��A E: rv�tN*Musie[[aoM fr51 JOI W SEPI JWNEiR6t OR ME INSI�E ;oPenwe CityotCarmelUflfes I' NEWCORE StandartlDetals DETAIL PL":':i�'.�� -� f-�d:s:r.i--�.�' ��:I.Y:iI. • 1..1 �R� tirnl[ �ICLLYM d1 ��� �„ NOTES'. i. rau use ou�r ix uuosc�o SWLMES K9HN TMREE FEFi CF 6UILDING. z. �u sua u+ocxnw� svncc CONIECTiIXiS W Si BE A MINI0.IOM OF 3' eE�ow mE raarEa nvo Exir inE a�i�oirvc Pi li1E FqWT IX TME STRUCTURE TO amv�oe me snoAlesl. rtnosr owect aou� Faw mE e�umNc ra inc Exisrw� ui� sne. �ouNonnav IEMPOMPYGLVEOCM FWTER �y;�.°o�C�vo. d'MIN � �C - ....... I . . , a's� �, • esau�ranr sev.�A rnervcnirvo. eEooirv�aw anciaiLLOEra� <'%fi' RIGI� RE�IICER o c- - n . . , - \\/ \/ � ;� o� oFa F � ad,7 w ���� �\�\ / / G� �� � "'v= 9e CHEDVLE NOTES'. coNcaErE snu� eE n cn Ena�vnE�o encwecaocEmsEmecancrzereAoeounre�v GIPE IS LE55 iHAN I FEET. PER ENGMEER'S LONSiRUCiION PIANS o eo ary me Ciryof Garmel U�ilities ' CONCRETE Standard De�ails ENCASEMENT DETAIL ` , � %: . $ � f i .... . � � �' � l �4 ., ,,._. / �� �'�� ,: . ,wR ��� ,EA�:; , C1Y 0- � .-e�^a�.. .. Pe� �enimaie�lena � cnB'�ya �� vwo�nw�� I � � 4� �i i MW vNmsn e� , RY'blMl��� `.� � � � � .. � .. 1Rencescneou�e � ��i:... _:��� ��i : :i� l Y t_p z._� TRENCH�ETHILFORSEWERMAINS ,-.� r-r �W 6EFrw�mun Wln lrsnigp p� Tav'er���nni9arvivmz^yrNNireampup[e s wc cw aa^r�av 1'-0'IYPILAL � - aav �•vi�/��/�\`���\��\ �l� i %�YTiT..l.t�/, k N fi'SEN/ERLPTERAL B' PVL CM FINALGRADE 6' PVC PIFE MINIMIIM S�R 35 TMGEF WIRE �6'%0'%6�iE6WYE xnm sev.EaRw9cau oa reu^�w�en��iva m�iwi i wne W e.u�nw�m �e,.� pw m .�,�o� rvo�a.om� �:n.�miim«,e.<r� bg�anNs Au lo cenlemne o� � mmmgwmry radee � o�� �v�.� 9,a��ro,.�� � ins'uyasmpicecemcnine CityoiCarmelWilifies I'" TrenchDetail& I Sfendard Details Trench Schedule ora.+e: cwa aaae 3� MIN. T GFAFJYVCE fRqA iOP OG � v roeonan��rEasnxc ..' ... i�!ii<�l: i��i �i �ti %i%���:%�� T ��\��n °�.<'�''i�'��iL mnwamree •- ':w-1'�%� ---��P��Y; ���.:.e: ._�\�� � -- c-wcnvE �`^'�-�' �"�j� MINIMVMSqiJ5 i. �ii: i`>% �%v� - Ic>aMcl�.wvE .'.L'IJ;.'.':.C6°.`:i%\ �,..dv � e•::v s sa..Ew wreau n.....��.n� �--•- ws.orveee�owcorvcr+e� ::: :•. ': sEnu �e�oE�wvrro •'•'•'�/nYNA:J. NOTES: . rw�sEmmrwrenswe suaFwcEswvouiornsa � a PW w�EYGNDi1REE z coucv��aourNo GSiING S WL� INSiPllEO SOiH4TiMEY W 'MT uisaucAv.w nuare U � z �; H W ° ° a� � � � � � z � � .� � I� 3 a v z c� � � °� �J � � � 'f+ O H O Z ry 7 � U W �o�o 0 �' � Q V � n • ( �n fo m 3 m�r 3 T � O_ 3 Z � � Y_ J f0 � W �.�..� '6 � Q L a Q�gZ J G = � � w O � L.1^1 � `� c� Y I � N � � N � CONSTRUCTION DOCUMENTS PQQROVC NS �v��pN N�� F�R z 0 d s N 0 Q � m � Z \ � V o 06vyW'. �� DO W Q�.Q_ z f 6 O: p_ � w �?e,��, � d' a �u� �4� c ��� NQ..,.,.Q�p `��. \ � CARMEL STANDARD UTILITY DETAILS $[/{�E: AS NOTED DATE: 19 Au�usr zai9 PROJECT #: 19� Ps cze DRAWN: Nsv COORD: Nav APPROVED: Nsv C2-3 N07E& 1a aE �n � �ia ostreEmm FiR{AIXi PoPE OW'E1ER l0 9lIEptlRPFE