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Home My WebLink About07 c300 site utility plan.pdfUTIUiY CONSTRUCTION NOTES: 1. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THESE SYSTEMS PRIOR TO MSTALL4TION. 2 THE SANITARY SEWER PIPE MATERIAL SHALL BE PVG PIPE SHALL '�-�N� MEET ASTM 3034 WITH THE WALL THICKNESS EQUAL TO SDR 35. THE ,.5-(0� � PIPE SHALL BE JOWED WITH RUBBER RING GASKETS AS SPECIRED IN .ron ASTM 3034 AND SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 2321. ,d�c� y,�ptER FURTHERMORE, THE PIPE MATERIAL CELL CL4SSIFlCATION SHALL BE � izasae ns PER nsrM i�sa. N� -/ ,d„o� E"°� , 3. ALL TRENCHING, PIPE LAYING AND BACKRLLING SHALL BE IN N R�GE�� ACCORDANCE WITH FEDERAL OSHA REGULATIONS. INSTALL (1) NEW 2" 5 �� SHUT-0FF LVE ON 4. CONTh�ACTOR IS RESPONSIBLE FOR REPAIRS OF ANY EXISTING UTILIiY NEW Y' SER ICE LWE �� DAMAGED DURING CONSTRUCTION. �P-(6 5. CONTRACTOR SHALL REFER TO ARCHITECT'S PLANS AND SPECIRCATIONS `�0� FOR ACTUAL LOCATION OF ALL UTILIiY ENTRANCES TO INCWDE �du�t- SANITARY SEWER LATERALS, DOMESTIC AND RRE PROTECTION WATER 6 SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE CONTRACTOk N� INSTALL (1) EW SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER SHUT-0FF ALVE AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS AI2E ACHIEVED NEW 6" ERVICE AS WELL AS COORDINATING WITH THE REGUL4TORY AGENCY AS TO LOCATION ANO SCHEDULING OF TIE-INS�CONNECTIONS TO THEIR SERVICES. 6. ALL VERTICAL BENDS ON WATER MAIN SHALL BE RESTRAINED WITH A MECHANICAL JOINT RTTING SUPPLIED WITH RETAWER GLANDS ANY ee��RESrRain�i orwiR nsR�Ai�ER�c�aNO.sioe oF veRricn� eeNO sHn�� ENLARGED WATER PLAN 7. DIMENSIONS SHOWN ARE TO CERTERLWE OR PIPE OR FlTTING. SCALE NO SCALE 8 ALL VALVES SHALL BE WSTALLED IN A CAST IRON VALVE BOH WITH COVER. 9. THRUST BLOCKS SHALL BE PROVIDED AT ALL HORIZONTAL BENDS, TEES �GEND: AND RRE HYDRANTS. 10 THE MINIMUM COVER ON WATER MAWS SHALL BE 54". � EXISTI 11. GATE VALVES 3�4" THROUGH 3" SHALL BE BRONZE WEDGE TYPE GATE VALVE VALVES SHALL HAVE NON-RISING STEM WITH SOLID TEE HEAD EXISTI OPERATING NUT. 12 PIPE 3" DIAMETER AND SMALLER SHALL BE iYPE-K COPPER RTTINGS __w_ ___w_ EX6TI SHALL BE COPPER OR CAST BRONZE JOINTS SHALL BE SOLDER OR FLARE IYPE EXISTI _ -E----E-- _ 13. THE MINIMUM HORIZONTAL SEPAR4TION BETWEEN THE CLOSEST TWO PoiN1s oF rHE wnrER aNO saNiraRr sEweR uNe is TEN FEET ia' 1HE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF � EXISTI THE WATER AND SEWER LWE IS TWENTY-FOUR MCHES (24"). _______ EXISTI 14. ALL WATER MAWS SHALL BE HYDROSTATICALLY TESTED AND DISMFECT- ED BEFORE ACCEPTANCE, AS PER AWWA STANDARD SPECIFlCATIONS. NEW WATER SERVICE NOTE: NEw 1. ALL WATER LWES INCWDED IN THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAWED. NEW 2 ALL NEWLY WSTALLED WATER LINES SHALL � NEW MEET OR EXCEED THE CIiY STANDARDS FOR PUBLIC UTILITIES AND SHALL BE TESTED PER THE m NEW CITY OF CARMEL TESTING SPECIFlCATIONS. SANITARY SEWER NOTES: - GAS - GAS - GAS - NEW L ALL SANITARY SEWERS WCLUDED IN THIS PROJECT NEW SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. ALL NEWLY INSTALLED SANITARY SEWERS SHALL -- -- -- -- -- -- -- -- - NEW T MEET OR EXCEED THE CITY STANDARDS FOR PUBLIC SEWERS AND SHALL BE TESTED PER THE ��NEW CIN OF CARMEL TESTING SPECIFlCA710NS \ SANffARY SEWER PIPING INSTALLATION `�° ��` °�� c�A� a� 124.0 LF. OF 6"pvc SANITARY SEWER ao� L4TERAL AT L259 SLOPE bros � 67.6 LF. OF 6"pvc SANITARY SEWER �areRn� aT zsa� s�oPe � sire � 18.1 LF. OF 6"pvc SANITARY SEWER �Sw�� L4TERAL AT 1.059 SLOPE (25-0' CONC cur rowrvsxir aECioxn�wasre oismicr SUMMARY OF LATERAL INSTALIATION REQUIREMENTS 1. A1 M1ouses, buildngs, Nc, sM1all cannect to Me QztricCS sendery sewer ryrtem wiMin 90 �Yys of natice pmmding e saxs is wiMin 300 ket far HamiXm Ga�Ry a 1 W(�[ br Boone Comrty o(tFe popaM ��^e as dafinetl MrougM1 Ind'mna Gcde QL 1&ZFSZ). Onty cne W ildng may connadroMa sewx main pa laroral unless oNernisa apprwetl byNa UstriG. 2. NofoundaYOnSUmp,DOnnspwlsaoNersrormwazerdrainssM1allbein[erconnededroDisNd'ssaniarysewerasadtlreaedNrougFOUrlll o�a�a��a izoe oe a�a m aaoy rw�a o� o��w��re � m.w.n�wa.o�. 3. Tha axis4ng sewer lina hwn Me buildng to Na repYC dnk may onty ba usatl if tl is laatatl untla a builang atltlNan, paUa pvcM1 a paaetl Nrve.wy. Nr [eN is re4��o sM1Ow d eccepleble kr rause. The praperty axner shell beer IM1e cost af ell ixtlng. TM1e Uslntl Inspecta must m�:ne rxma a�reeo� orne n.�en. a. me w��a� o� oo,o-ana umi �a� me o��rnn �a m�wen� ne ��snnaa im�m:o nm ma am�a o� m�xa a� ��: eo� m mm�ma N w e a� �o�ra��e.nn me o�m�ns scwe, �se o-a�a�ca. �azera sms snai remm� wppee urei an inspx�aris on v�e Fnm mnnxron sren orvy ee mare �neer wrec� wperns�an m a emwo iMpenor. s�m �oe��atim :nau ne �m za no�s paa m me ��a ro, me Inwanm. �rne Inwaceon him zna e secma In:a�nm I: rwmred or wno-zxor's not on sne mr scM1eanea Insaaceon, or ktl: m cenoel inspec[on, an eddNanel ke of 8100.00 will be due. This muN be peitl pnnta Me tlme afihe kllow up inspectlm. 5. PrapeM �'�� aze M1erety eMisetl Met Me Counry Boartl of HeaI1M1 regulelas t�a operelion end mein�nence af qive[e sewage dspasal (mpic) ryrtxns. The Cwnry Orcinenro provitles in pert tliet, upm connecMOn to e puLlk sewn, e septic bnk "...sM1ell be ebendonetl N��. �pyfR FlT71NG AND (wma� arznl a�a enea mmqgmr wnn �nmm �ergizi o, sme in a wf� ana ssnnan �ennw.° aease cmmn me aaa�a^am counb S1RAPS IMnI RASn BaaN of HeaN h iMar nkrmazon antl to no6fyMe Eepamnent of Ma abantlonmenc ENC0.5E M1H ONE F e. nccepade aipe rtnatenax: WNCREIE IN Pll p PJC PIPE: S�R 35 or S�R 28, ASTM W031, SIX INCH PIPE PJC PRESSURE RATED PIPE: SDR 21, ASTM DY241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL ORILL)'. Yelwnine SDR ]t, RIGD PVC HMCO ASTM DYtCi, SIX INqI PIPE (use mly per apprwel MMe Di4n'cf Engneer) 5ppp� {y� G45KETED JOINTS: ASTM D3212 t 25�%X% qt EWNIANT G45KET5: ASTM FJ]] FITTINGS: SDR RB or beller INO hmm's elloweT �OCTILE IRON MECHANICFL C W PLING WITH PNOPER FITTINGS PRNATE GRIN�ER POMPS ACCEPTABLE PIPE MATEF WC. IF CONNEQING INTO A LOW PRESSURE FORCE MNN- - CTRVJD mu4 be canlactetl tar explenafian Mellorvetle W RPS enE pump re4iremeMS $TANl65 -115" HDGE 00.11 IPS (TVP ) connections ere ro be metle wnM Fqt EACH 90E (Pdypopfene a Stainless Sleep Coiryraszim FiNngs a ElecVOivon ALL PUMP CIXJNECTIONS -PUmps IocelaE mora0an 3' perpenNwlerto or run IangtluE'melly elmg Me build'mg kr maatM1en 3'sM1ell M1ere e clnnout insalled and Me pipe sM1all betrensfioned to 8" SOR 35 pipe kr cmneNan intot�e W mp 9atim. SADqE MUST � AT AN A CLEPNOUTSARETOBELOGATEDNOMORETHlWTHREEFEETFROMTIEFOUNDATIONPNDFOR Of45CfCRFES GRAVITY IATERALS NO MORE THAN 100 FEET PPPRT (pleese me Cleen Ou[ �eteils Type 2 mE Type 3 kr mutlple tlean W inffiIIaWn re4��emmi6). CLEAN OUT CNP REW IRfMf1JT5: 8" WC TM1reatletl Caps ]. Bedtling'. Use NianEerB c�lietl Ro� or NumbttB hslvetlface aggre�le N�nUe�B 5[me Oeckllll mMeMPo Is�o M plaze0 M1om 6IMiw GNOw l013 VwMS aUme tlie pipe Tli! IreMM1 SM1OUItl 0<e minlm�n Ot 181nCM1esw10G (81X IMhes an botli sl0n W tli! pipe) a �� i n�iea-�anea a�,me�zok�r�mw��,wais�m�:c�.cvas va�rP-��eam��esoazi aasrmozzai. My prop etl � ffiIlal qti ing qesure pFe sM1all be reve.vetl antl axept tl by IM1 G Mtl antl Me �striti's gi eer �o in ro �� 8. Wn ha a i etl belw en50R35ppeantlpressuregatle5�R21ppe tlutlil " gasketedmeMencelccupl g M1ellbeumtl. 0\M��u m. �m i niu ��azaffi'3feelofiM1ebu16n8��lextliecwQOansn�emipeb ��NOdueEOOeffiellEenNelletlautsitle �P��A�� M k&ML Idnafau mh Ih. �Q.E�,SrERF� � g SADDLE TEE it. ad� i'�ro�no o'm�ar aa,a a a�fi se�smaynaoea'�me�m a o-�r:wr�0ar:�sc�y�aRnw,:oreooa.m.m _ No -, _ a3ovm.M�+myn ynF�my�.aio�ana a��a�caiomeao�w�w�n:ma�nnpn«Nw.ama.aa. =,0 19300219 _�_ STAIE OF 4i ciyro�:nroaae aiwaaeo�c PO 4i 10]01NwIM1CdI geSUReA '��- �'t'DIPHP V� i a aoi i a aeze� `�'�n� f.N PM1we: 81192f10 Fex'. BC0.9203 n 12. SeqiceMUeniSM1ellmlbepumpatloNimoMeunkarysawerryYem. �%�Q � is. meoizmc�snaiinzoennuiaeras. aieesecaumeasescmmreaceaa.szwunourspnor�oemeor�nspecuon ia. emmaa«ssneniav�aaauaesaiawiremeennreimama�neieierei.ws�e�:�ompia�eao�mpormeiama�.rnao�vnnms�ror �� CLAY TOWNSHIP REGIO wi� vsify pleromeM ofMe wire. ARrf InspeNOn, Letldng isb be pbceE on [ap. 15. A1 wRerias sbudures antl pping are wbjaq ro be tastetl anNa �elevsatl upon Ne DistriGS dureUm. Exa�ryln otstrucW ras iM1a[ irey ba SADDLE TE m��mae�am�naea��mm��qas,wmaw�.e�=e��mercarw�i&=. T��eream�e��zarem��rynmeua�,a��e:are��aeem Schneider endt�azMey canfofmto tlie G9ncts Ill Pallry. 1fi UIIEefaraym6g!IUPPSInaana6H,48M1mrspnorWdggng. psfsl2/06/OB , , , , , ,� N - ,� � , � � ° � i � � � ' �� ' �i � �' �.� � , � i � � � � y�i' i% � i i � �� W E � ��T �Api� � EX�STING �� ,�T� � RRE HYDRANT i � � ro „ � /�� %�� WATER VALUE S �� %/� � i � � / i \ = �� i � � CONCRETE EDGE \ �� /� / ON � � �� i i / % / LWE � "' � /� � � � \� V� , � CQNCRTETE � EX. SAN. MH �3 �� %� � TC=89922 � �� //�� j\� ALL REQUIRED EXCAVATION IN THIS o a NE INV. 8" PVC=879J2 � �� V� / �� V AREA SHALL BE DONE WITH CAUTION N � SE INV. 8" PVC=879J2 � � �� DUE TO AN EXISTING GREASE PIT � °� NE INV. 8" PVC=88022 "' �� AND THE UNKNOWN LOCATION OF � � o � � �� EXISTING SERVICE PIPES. � a' � � \ \\ _ _ /�i i \\ � p � EX. GREASE PIT� � NG SANITARY MANHOLE \ \� �� U TC= 900.88 � �/ (3) 4"pvc ELECTRICAL CONDUITS WITH ° � � �� U INV 8"PVC+ '� � (3) 500 MCM COPPER FEEDERS AND � �� A� �� 1 500 MCM COPPER NEUTRAL M � ATER SERVICE MAWS WATER ( ) NG SANITARY SEWER �� QOM INSTALLED BY SITE CONTRACTOR EACH CONDUIT IF NOT PROVIDED � °�' - � �j� �� BY LOCAL POWER Co. (SEE ARCH_ -a ° NG WATER LWE � /� � 4°�y< CONDUIT FO��NEW (2�� NEW 4° CONDUIT TO NEW TRANSFORMER I �� PLANS FOR TERMINATION POINT� m � 3 � � GA ER�ACE LWE �� gQ��8GR0UND�BOVE GRADE, SWEEP ��M\Z�' �� v a N INSTALL "KNOX BOX" ON ExTERIOR Nc E�ECrRicn� uNE \ �� NE� °'m �oRrz coNNecT�l� �� . � wa�� NExT ro oaoR To NEw (1) N�W 4"pvc TELEPHONE � CON � �� WATER RISER�SPRINKLER ROOM � m Nc aowER Po�ES � � ��Ew�i E HvoRnNr wirH s"�� sERVic� coN�uiT � �� - t�ygei NOTE• I HUT- VALVE � � i � ' NG STORM SEWER �� , NO EARTH DISTURBING ACTIVITY MAY I � 1 SHU FF VALVE NEW GAS� �METER LOCATION � � � 3g � type2 COMMENCE WITHOUT AN APPROVED I �� (METERS �SACKED) ; � g96' brass SANITARY SEWER I 3 � (1) 1' I�k2 ATION METER � �� ° ; '.�� c.o. STORM WATER MANAGEMENT PERMIT � � � � V� e ° j- E � 5) 42walt LED WALL PACKS �� ED CED SSURE PRINCIPLE � �� RV� � � WATER LINE � � � . / SE g3� � SEE ARCHITECTURAL PL4N5 � �A � i��yNS � e�sx�MS) �A // - �v omP t6R a9 �� FoR �ocnrioN aNO HecHr) � � � � W H 9RESSyqy VACUUM VALVE �� - �p5 j"// W 1 ��o�.p M� �� !1 � � \ /_� NE 0 � lJ ' UNDERGROUND ELECTRICAL LINE � IR�21GA�1'(9 CONTRACT9R- ��l-� � :/' �ii 6i � � � � �� / � P GPS V"C�'` � OI'�m� � � V� � � ELECTRICAL CT CABINET ME7ER � � �� ` ��5 , �E t e �2p85�� R �/-� 3\ \ �� ` �' S , OR -�-/ bra a 56p� C�N 01�6 U' � ELECTRICAL JUNCTION BOX � � � �y \\ � � 6P a ' , / c.o. ��r� g9 S-�R\Q ��I � � � �` �/ - � '\ � � 5 � ct �r ��E '�o�'' � P��' OQR E � � �"J \\ \ ,�� -�-'� � 4 a°-�iwP �R �H�s <vPe FtE E� � a GAS LWE �� NE '/(o� �p,N� rass F�N\SN � � �� \\ ! = �� 6 d�°` `M�N� � o , � , J, VERSATII.E GAS METER TAP MAIN WATER SERVICE � � �� MP�N �� 0 NV'R�� NE W�r� A ��wET rAP�� \ %--�, �i �°� o E � � � - CONSTRUCTION � R F � � A i a� E�EPHONE uNE (NEw s° sERwcE uNE> A\ �� PS � oF ��y 3 N e �o_ � � GROUP LLC. �� - �PZ� �ERM�N tYPe2 E� �. w_ � /j � �� g� p6 /� g'�6 �pe � brass �VA � ��R �� s�o ran rro�r eooe, s,�i�s�o STORM SEW � � 8 � r / / `�� a � � j P �� / � ne. wnxam�a. mma�a �cie� p� . / /� PM1�. 31].95899 �aa: 3O.SA.]SBI \ � � � � S _ _ 4i 8 � / ��OP �FNITA�� SEWER � �� - � �� e � t�� 8g -`�6 � VA / � �� ' o house� i LASTIO�SC��v CAP LIDS � �� ,� anel / � � ��usH �ouN��`o "eRass" y \\ � V �w �� oN � - -'' �� GEN�9 � °' � � sc Ew c P �� 2 \�`� oa° GP�Pj° �5 � �� \P� �2 5 S� �� o R �R \\\ � �zP � ' ��- S �' 6� a \ � \ N� � SE RK oE � i i/a"P�� oNOUi wiTH �� RE P F�ooR �� a � Po� u�HnNC:�(2 ��no) � � �REP �t� � (z) a Fe oeRS � �� F�N� � PRE�` � � t R�B LII�HTING WPL��4T78 � i 3� � � �SEE i o.8 NE RAL � -(0� � RETE�asE�4�•a� x �i(�•cou / � "'/ \\\ \ \ \ \\ �'° ' (�� N �o R No ` �y / � � ` � �� w � � �� i� �� , - � G �� \V ', � ��„ �� o � ,� � , �y � � � �� 3 � �� A � �� 1�'� � � � � � � °p�c o ouiT wirH � � � �oN��K � � �.�+ � � A a� � �� A � � �� o EoERS � �� EX� � � � �--i � � A �� ` �� N 10 GRO ND� � ao� o � � � � TAP SANITARY SEWER MAW \\\s \ `\\ \� \\ ` O / � � � LINE WITH A "SADDLE TEE" � �� BACKRLL WITH ENGMEERED ��\ \ `� � \\ � �� RLL TO WITHIN 4'-0" OF \\� � \ w \\ \ �\ RNISH GRADE � � STP1lIE$$ S7FEL C NRM AND �� I\M��' / � � OOT OF MI%m r�cnaxs � �G�� 3 � �� ,� ��aNS� , � - l RUBBFR CA9(ET � ` \ \ \\ \ �� / / � Maix s�xEx u� � \\\ � w (z) a5wa�� EO wa�� ucr+TS '� \\� \\V V A \\ n (a Torn� - z nT EacH eNO> �� ' � \\� \\\ � � V A� �i� �FOR �oRa"�ioN�n o�HEicHrj _i � � S�AP � �� Job No-- Date Stamped: � �� II 13039 9�30�13 ""� 'TMT OF MII�EU CONCREIE " II � �� D� �� Drawn By: Checked By: Scale- � �� / _ _� caw kab 1"= 20.0' \ �\ � \ \ \\ �� j \ CAD FILE \ �� \\ 3 \ a � i�i / \\\ � �� GV13039\c300 slle Wlt�y planAwg � � � V �� \\� � � �� ',�� //i ' Jl� `��A�`8��°� � � �� % � I I / / � � �� EXISTING �� \ �� i�� i j� � �� _*� 197003 9 *= � � � �� FIRE HYDRANT � � �� /�� i sITE lmuiY Pu1N i� � �a�°��'�' DETAIL \ \ � \ \ �w�\- � � `�� / �i scn�E: r= zo.a' �� V� ''�i��iva� FN�� A \\\ � i! �� r� a�� uimim��O \ V A �� i � �� Knarwl�at'sb8loYk� V A � \\ � � �� o �� i �, ��bsforo cERriFiEO ev: � � �� 3 � �� / � II �� THIS DFAWING IS THE PROPERTY OF � � � �� /// ii UTILIiY DISCWMER veRSnn�e coNSrRUCTioN cROUP ��c \ � O �� II AND IS NOT TO BE USED FOR ANY � � \ 11� \ ,� \\ � II EX6TING UNDERGROUND INSTALLATIONS SUCH AS WATER MAINS, GAS pTHER PURPOSE THAN THE PROJECT �� I� MAINS, SEWERS, TELEPHONE LWES, AND BURIED STRUCTURES IN DESCRIBED HEREIN. NAL YYA51'E DISIRICT °� �� c� \ � \ \� /�/ �� -�� THE VICINITY OF THE WORK TO BE DONE HEREUNDER ARE INDICATED '�CTRWD� � II � j� �� / -- ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS sxeer nne� E DETAIL � � �\ EX. SAN. MH /% �� BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN �� \� TC=896.50 j �\\ � �� PREPARING THIS DRAWING. THERE 6 NO GUARAMEE AS TO THE � � NE INV. 8" PVC=878.32 � � �� ACCURACY OR COMPLETENESS OF SUCH WFORMATION, AND ALL �� T`��'�'��-�'� �V� SE INV. 8" PVC=878.32 � /��` RESPONSIBILITY FoR AccuRACr ANO caMPLETENESS THEREaF Is � „ , � - / EXPRESSLY DISCL4IMED.