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Home My WebLink AboutCarmel.IN - VIOC - C9.0[namworeK 1. SCOPE OF IVGRN A Ex�mL The wark requiretl untler Uis secllan mnsisis af all ermvatinq, iilling, rwgM1 groEing a�a ��at<a �t�: �e�e::o�y ta �omviet< me won 'malmted an IM1e Mawings and aescnbetl in Ne specifcotians. The Contmctar sM1all notify in writinq me o.�� aoe me e� �� H ai ��na� e: : ns iwntl an 9M1e plons m In Ne Fleltl � beta e19w«X Is staded ar rewmed. 1. In gmeml, Ihe items of wark ta be pMmmetl untler Ibis sectim sM1oll Inclutle: antl rvbbin owl af trees vntl slumps(wM1ere requ%E), protectiw al Uees to remain stri in and slwa e o( to sail flll compacfian�onL rwgM1 gmding of mlire s�e. z e.�aw�ea maiH�ai mac �s �uanie ma ee used (or flls. All unsuitoble mat�rial and Y aw�� ma�e,o� �o,.e �.ea s��se.< , sM1all be removeE ham the site. The ocaCian af tlum anE Im U of M1aul sM1oll be @e Conlmcta's reqmsibility 3 PmriOe and ploce ony otltlitionol fll motttial ham a�f Me site as may be m to mEure IM1e mEet re Ired. ss y p g qu Fill abtained (mm o(t site sM1all be o( kind ond quvlily as speciFled Por flls hrrein ona Me source a rored b �he Owner. PP Y a me c�o-a�ro� :nou a�oep� me :ae os ne finds II and shall remore vll Uash, rvbbish ontl tlebns ham �M1e site priar to s�arting excaw�ian. B. Wark not indudeE: The folloeing items of remtea won are �n<arred a�a'��a�d<a m om�. �rno�a or maae amr�u�a: � L Excamtion, gmEing anE bockflling iv utility Ilnes z. sio�,� a�amaee sniems 3. Sonitary sere systems ! Streets ond pvdng 5. Watx mpply spt<m 2. BENCH MAAKS Main�ain mreNlly oll bencM1 mmks, manummts ontl oUer oUer refermce poinls; if EisNrbeE ar EestropE, Can�mdn shall contad engineec Replacement sM1all be ot Contmcfais expmse. 3 PEMOVAL OF 1HEE5 A Aemore all irees and stumps bom mea to be ccupied by motl ond sudocetl oreas Aemawl of hres au�side Mese areos sM1oll mly be tlone os notetl an Erawings or oppmvxtl bytM1e Ownx. B. All brvsM1, shmps, wood ond other rehse ham me o-ees snau ee .�o�a m Eispasal areos off at IDe site. Uispasal by buming sM1all not be permitteE unless proper pemits are obtained (where applicoble). The I�al�r-Nt� 4 PROIECPON OG iPEES A Cencal Pmtwtion: The Contmcta sM1all be respmsible �ar �Fe pmlection a� tops, Wnks anE roots of exisPing hees on the praject site Mat are lo remain. E.isling Irees subptl lo mwsWctian damage shdl be boxed, hnced m n�,w�9e a�o��cea eeiae �y w«k ��s smnea; Ea not s�ackpile wiNln broncM1 sprevd Remace intMering brnn<M1es wiUout inpry to bunks anE �o�, �w�:.�m tree vamt. s. nanourvc a toasoi� A Remore all organic material hom IM1e areas to be occupied by buildings, m ds, wdMs and paAing oreos. Pile vnd stme tapsail at a lowCian wAce it will not intertere wi@ conshucfian opxafians. iopsoil �all be reasanably fiee ham :�e:ou, em��:, eee:, ra::, :io�e�, ei�.. B. Afte- completian at site gmtling mia subsudoce Wility instollotioq lap mil sM1all be reploreE in as Eesignaktl m Ue xasian conbol plan in seeding anE/or soE. My remoining topsail shall be used iw finished gmding amuntl strvcWres a�a ��ds�ao�9 a,eas. s. oisaosmoN ov ununes: A Pules antl regula�ians gaveming Ibe respecMx utilifies sFall be abxmE in evttuting oll wM ��en m��: se�no�. B. If oclive utilities are encountered but nat shorm sM1om an @e amwings, @e Enginett sM1dl be aen:ea eerae won �: ��r��ee. c. ma�nrc a�a ana�a�ed mo�ee� m�o��cR�a m owting antl grotling opemtions sholl be rqMeE ta roe Engineec They sM1oll be remorcq pluggetl a cappeE as Elrected by U< Otility comva�y a me e�9men. U. It sM1vll be Ihe asponsibility of eoch cantmctor to cerify vll <visling utillfies ontl mnEitians pntaining lo M1ls pM1att of iM1e work. II sM1dl aiso be the contmclars resyonsibillty lo contact �M1e owners a� the wrious utilities bebre wmk is s�artetl. z sh cRnowc: A Gades: Canhoclar sM1all pxlmm all cutting, flling, canpacting of fills anE rougM1 qaEing r quired to bring entire pmK<< Wea to grode as shown on the dmwings. B. RaugM1 GaEing: Ihe talmantt fm pavxtl m<as sM1all not exceed 0.1a kel plus ar minus abore ihe established wbgmde. All otha areas shall nat exceetl O.ID feel pWs a minus the establisM1etl graae. NI banks and aNer brevks In gmEe sM1oll be rowEeE at top and bottom. G Cwnpaction Requiremmts: 1. NI areos wder building paEs anE povetl areos sM1all be mmpacteE ta 1005 standmE proctw Emsity. P. AIl oUer flll areas sM1oll be cdnpactetl to 90S standmd pmdw dmsity. 3 All meas wFtte at is necnsmy �o meet Ue E<SIIJO SUC-GfOEC INC (CqUIlM IO D< SCIXIIICE IP ipCM1CS emow :�n-q.aee o�a meei me ano�re �ompaoo� �eqw�em.��: RELEASED FOR CONSTRl1CTI0N Su6jec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel `�j sv�� \o�v�AW.� � � DATE: OZ�� 3�ZO 0. ERH1N WORK BALANCE A. The Canimctor shvll confinn all earthwoA quantities pda to s�an oi �o�:w�no�. n a� e.�eu a snmmqe a� emtn Is mcowtceq ue conbmm� sM1all canfrm wi1M1 iM1e Owntt anE Enginett Ue requirements iw slakpiling, removol a impating of evrih. B. Mlnor otlpslmen�s �a �M1e gmtles may be aquireE to mtlM1wark balances w�en mina excess material r shcAages are encwn�erN. It is recognized by the parties hereto thot the cvlculatlans af lhe Me Fnginen in tlelermining eortM1wod quvntities sM1all be accampfisM1eE in acardance wiN Ue Ameimn Societ of Civil En ineers StandarEs fw such calculallms Podheq ihat ihese calculations sub-ect ta ihe inter relotians ol sail bwin s osetAe pM1picol limits of �M1e vmiaus soil �pes,� me anawame ro�mro� m e��:n q�oee a�e �ompa�no� rmiHeE tM1e conbaclor and iM1at dl al tM1exe PQ pmome�e-s moy couse ei�M1c an exww w shadage of ocWol eartM1work mvtenols �a comple�e the pmFct. If sucM1 vn ocWal minor eHcess r sM1ml�e of mo��a�, o«�„ �ne �o��,a«a ,na�� < <o�� ne Enginex to determine i( aEjustmmt <an be made to canat �M1e imbalance al earN. 9. lESPNG 2. Contmctar sholl hire ot Cmtmctws eryence an intlependent sail testing scvice la assua sail campaction wiM scope ot testing ta be oppmvxtl by Engineec Capies of test resWts s�all be submitteC ta @e Enginett. SANIiARY SEMER SYSIEMS I. SCOPE OG M9RK A. The wark untler iM1ls section inclutles vll sonilmy ma�nmes, dea�o�cs a�a «mee �c�s ma�emg wfing anE backflling, necessary to camplete tM1e work sM1own in Me tlmwings, simting fm fret outsiEe the bwlding walls. IDe ends o( sewers sM1all be lighUy plugged ar coppetl ot the terminol poinls, atljocent m nwmmes, Pe�eme me �o��e�n�a or mi s�m r��es ta ihe bwlEing Erain vs spxifieE in Ue plumbing ontl orcM1itecWml Arawings. One set o('appmred' plans sM1all �e m Ne pb site a� all times. 2. AIAIERIALS A. Pdynnyl CM1laride Pipe (PVC) 1. 6'-15' PVC pipe sM1all be S�R 26 anE mnform to ASi4 �3034, wilh a minimum all dassifcotim o( 11454-B a 11454-C Geatc ihan 15' PVC pipe sM1oll conbrm to ASiM F6I9, witM1 v mmimum cell clvssiflcotion of 1P45hC 2 All Attings and joints shall be compressian tpe flexible gasNetetl pinis, anE monufacWaE a e m:muea �� a««ea�a w�m me p�p< monutactures spxif¢ations. No sdmnt cement pints shall be alloxed. B. Uuctile Imn Pipe 1. Dm[ile Imn (�Q pipe must meet BS1M A-]I6 ar AVfNA C151 wi@ extaiar ospM1altic caating per AWNA CI51 anE Inittirc mpM1altic caating meeting AWWA C151 ar polyelM1�lene lining canDlrng with ASiM �-1P48 of nominal 40 mil thidness. Thickness aesign must be In accarOonce with AWNA CI50. P. Joint on 01 pipe must be IM1e integml btll Irye gosketeE pint mreting AN"NA q11 mechvnical pinl (MJ) meetinq RWXA C111, w RNSI 125 Ib. Aonged pinL Recesswies irc mecM1animl and AongeE joints must be dlay steA �T-M1ead bdt antl M1ex nut of Coarre ThrmE Series LYass za (e�i�ap a�a aa:: ze Gm�ap p« ans ei.i. C. 4anholes i. a.e�asc .emta«ea �o��reie ma�nm: se�e�s anE steps anE cancrete oEpstinq rings sM1all conforcn to AS1A1 C-O9 latest reNsion. &terin ai mwM1ale shall be xatmpmofed xith Bismatic ma�ttiol. 2 Castings sholl be ot uni�am quolity, iree hom blow M1oles, porosity, M1arE spats, sM1rinkage Elstwllan ar oMx Eefecls. They ,�a�� be ��h �a .<��-��ea�<a b, �,o�- blasCing or by swne oMe- appmred method. 1M1ey sholl be cootetl wiN aspM1all pain� whicA aM1oll resWt in v smooU cmPmg, tougM1 anE tmacious wM1en colE, nat lacky or britHe. 1Ley shall be gmy iran mee�ing ASiM A-48 Ivtest auision. Manhole corers ta sonitary sewer sholl be NemaM1 iype R-10I]-A w/P-1]12-B-SP Frmne w/Self-Sevlinq applicvtion. 3. ,b'm�s - MmM1de seclians sM1all be pinetl wiN mvl I/2' size butyl rubber rvbber base gasMet matttial, conlorming to AASMiO M-198 a�e veemai sp<o�r�m�� ss-s-zim. dom� cmPorms to ASiM C-/43. 4. Manholu shvll include steps. Manhole sleps shall be polpmp}Iwe covted steel reinPorting ar an aP��o�e ��-�oRas�� rmnemss maie�mi. m< o�pd�e� pdy��opN��e :nou m�ei ue rryuiremmts oi ASW D-4101 ith delameE ]/B' dia. a larger reiMwcing steel con(orming ta ASiM A-615, Gmtle 6D. Steys sM1oll be o m ot 19" fiom top, 21 from boltom ond 1fi ��spacing tetween. 5. Manholu shvll be bedded on o qranular rWmam�. me e,a�ma. rWmac��o� snmi n: wnpactetl wiN vibmtary tmnps. 3. APPLICAlION A. Pmnils and COEes - The Inlmt of iM1ls xction of the syecif atlans Is thvt the contmctais bid on the wark coveretl M1erein sM1all be baud upon the Mawings anE s0ecifcafians bu� �M1a� ILe work sM1all <omply wiU all appllcable codes anE regulations as ammdeE by any wai.m. Contmctor hvll (umish all bands neceswry to get permits Por cuts and connections ta enisting sewers. The Canirvctw shvll be resyansible for obtaining verilNng all pcmils for oll ar portions of Nle pmkot prlor to etorting oanetmctlon. The Can�mctor sM1all mfily Ihe loml ar caunty inspector a utility superinlenEmt 48 Fours prin to cammmcemml al sanitmy constrvclian. B. Lacol StanOords - The term 'locvl stondords os useE M1ttein meons Ue stonEarEs af Eesign anE anslmction of Me respectivz municipal departmenl a utility canpany ' C. Exisling Improrements - Maintain in opemting mnEition oll actlre utilltia, sew rs anE oMx Mainx encaunlneE in tAe sewer�installation. Repair lo lhe satls(adian ai ihe own�r any damage to existing ocPire Impmuxments. o. wonma�:n�p - ro �o�r� m au m�ai, :m�e �a national roErs ond lo be appmred by allloml mid stvte agencies hanng yrisdidion. E. irwching - Lay all pipe In apen irenches. except xhm ihe lowl autM1arit wntten e tar NnnNln o' ckln Yot�l . 0 enPMe�trencM1 suRciently 9MeaEpof ppe-lapng to�reveol any on:o-��r��:. me .mm oi �ne trm�n :nou ne the inside pipe dlameter plus 14 inches far 12 incM1es obore �M1e pipe. SM1ee� and bmce the ne��n os sa�y m v.meoi wo�e� a�e otlpcmt strucWres. NI irencM1ing ta cwnply wi@ Oc<upational Sakty and Heal@ AEminisimtion SlanEarEs. Open 4mc�es sM1all be propely ,ote�tee a�a a� na,.mad�a wne� ien ��otte�aed. o / NeW <<anches fae fmm wotrr while mnsfrvctian Is m r ress. unaer no tlrcumstances snoll P� t be Ivitl In stvndin � Cmetluct�Me tliscM1arge frwn UenM Eexotxinyer. to Emins w naWral dainage cM1annels. F. 5 ecial Su arts - Nfienever In iM1e an ai the v vv ro� Engineer, Me soil at ar belor' Ne pipe gm0e SWIObI¢ �0! 9Y OIIm 9 o0E PP 9 e �eurtenances s ecifeE in Uis secCim sucM1 cial suppnl, m addition to those shown a a e��i�a�e m bo�no�me:ui ne�oapai<e�� m�y G. Bodfllin - for a de IM1 of ot Imsl 14 'mcM1rs abore the lap ai the pipe, backfJl nith 17 0( /8 croshed stone a,/8 hactured ivice oqgregote. Cam act Uis bockfll Ua-au M tokin c nol i 9Y. ga to EISWh IM1e i. Fw �M1e remainin b<nM tle �A backiill wi1M1 eath�a gmnulm materiol9containingv stones w mds not Imger thon 4 IncM1es. Backml wder ontl wilM1ln 5' of walks oM1in m s Mlvexo anE streets sM1all be granulm matervl anly�- UwaugM1ly ompacteE, by opprored merooEs. n. Flow cn��<i: - me aow ma��<i: w�mm ma�nm<: sM1oll be an intryml part of @e premst bose. The tliannels shall be sM1apeE and formeE irc a aea� tro��c� wun v�vR nye,awms to miow the snoolh canrepnce ai �ow thrwgh \he manhole. me ne��e wou seou e< mrm�a m me �.o.� oi me inl<� anE autlet pipa �a �am a'0' sM1apetl cM1annel. The bencM1 wall shall slope back kam iM1e n at 1/Y Inch per (oot to 0e mmihale xall. No brick, rock ar sanE Fllles will be vlloweE. I. Infltmtian - The cmlmctm shall (umish �mnswy equipmen� �a �es� uwe-s far ouo�. mno-ara� �oces snmi �oi <.��e Ue Local Slan4arEs. AIl svnitwy sewx Ilnes upon completion will be requireE to pass a lor preswre vv lest u less othcwise directed by the City Engineec Said test sM1all be �a�e��i�a a«aama m HCPi s�amam uemm, ontl sM1oll be witnessetl by an inspetlar auMorizM by tM1e City Enginev. Inflbation under tut shall not exceed 100 gallans per Inch of 'nsitle dlameter ot sewm pipe pn mile af sewer in 24 Faurs ontl is inclusire of oll oppurtenanres wi@In tAe stttion being IesteE sutli as manholez house connections. etc. Any pmfians nat passing svid lesis (or acceptance shall be repaired w replaced, induding re-excamtian ontl backfll, ot Ihe Can�mctor's e�pense. d FlusM1ing Sewers - FlusM1 all sanitory sewers eKcept builEing sewtts wi1M1 ralv to obtain 6ee Aow thmug� eoc� line. Aemore oll sill and imsh ham appurtenonces Nst pria ta accWtonu of wark. N. Plostic Sewn PiOe Instollotion - Plostic sewtt pipe sAall he InstdleE in vccaEance vi1M1 ASIY D13P1 pw latest retisiaq and no plaslic pipe �nou <.��d a� u cam� mam�ei �<:� eeee�r�a� or sz nu �e.e, mm�. �nau e< iamPee m ue time iM1e mvnbel trst is canEuctM. All mains shvll be tme ta alignmwt wd gmde. L Storm Wa�er Cannecfims - No mof Omins, �ooting Maim anE/ar surfare waM tlrains may be necteE to Ue sonilory sewe system; intluEing tem orm c nnections durin consirvction. G Y o 9 M. WotMlne Crassing - Water ontl sewer line cossings and seDo�o��ons shall be In occorEonce with ien States Standards ond local antl sfafe cades. Walerllnes anE sanitary serers s�all maintain o m t 10 (oot horizontvl sepamtion and a um 18 Inches ai cleomnce befween pipes ot ssngs. OMmise, sonitory sewa wiNin 10 fee� a� raterlines sM1all be mnstmctetl of wotx wnks graEe Ouclile Imn Pipe riM mechaniml pints and tit�ings. One Ieng�A o� sewer pipe aM1oultl b< cmtrr<E at Me wvtetline crossing so that no pint is closa 0an 10 ieet to the wotedine. N. U�ilifies - I� sM1oll be Me asponsibility of <aM cantractrc ta mify oll exisfing uPJities anE mnEitions pertaining to M1is pM1vse of tM1e work, It shall also be Ihe conlmctors respansibility to cantact the o'.mers ot iM1e mos utilities befwe woA is started The tmctw sM1all mtify In writing Ue awners m�tl the mqinett ol ony changes, errors or omissions (ound on lheu plvns m In Ihe field beiwe wmk is stortea ar rewmetl. 0. Seruire laterals - InEivitlud builEing smice Ilnes shvll be 6 Inches In diameter and o( mataial <q�oi ro thot sve=��=d m 2n ot th'�� e�no�. s�a ime� �nou e< <��«t�a to me mom er by a wy� vt loconans generolq sM1own w�iNin Ihese plvns. SeMce lines slvll be evlenEM to a Elstonce of 5 feet be}nnE Me rigM- o(-xay Ilne ond wi�M1'm 5'-B' of �Ae existing ground sudvice. The ends sM1all be plugg<tl and swletl w�m a wate� nent �ac. sewer se�d<e r��es �nao be morkM wiN a YH4" pointM gaen anE eetmding bom the lotcal entl to ]' abare gmGe. P. New Sanitmy Sewn Main Constmcllon - Conbactn shall rtcwd Imgth and dlmensions ot eacM1 sernce e sWb �mm nearesl dawnstream monhole mevsure olong Ne sanitary sewer moin. The lacvtions of mvnM1ola anE srrvire Ilnes along wiU m�y atM1<r mnstmction cM1anges are to be incoqmat<E on the ariginal cans�rvction drawings as �as-buip' ocatians anC submidetl to the Enginerr as wan rce� �ompieo� or �a�sw�no� os possmie, �oc to exceed :AI tiv�s. 0. Giela iesting - All mm�M1des musl be vocuum feslM okm Instvllatim, repair or madifcatlan in acmrdonce with AS1A1 qY44-9J, Stantlord iest Melhad iw Conaete Sewer Mmiholes by Negvtive Air Pressure (Vvcuum) iest. SiORM SEWEA 5151EM5 L SCOPE OF WOAK The xork untler tM1is sectian Inclutles all stwm se ers, starm watx inlets, anE reloteE items, 'mtluEing w amting and badflling, neassary to complete tM1e xoA shown on the dmwings. NI warM and materials shvll m�t m�m �ne�ir�aua�:. 2. MA1fRIALS A. Stmm Sewers i. eemro��e ��<�eie sew�. p�pe �nan �o�ro�m to ASiAI C-J6 lotnt reWsion, wi1M1 pints con(orming to ASW C-49d lolest rensim xM1en stmm pipe is located within public right-ot-xoy 2. Numinizetl t�pe 2 cwrvga�ea s�eel pipe sM1vll be manufacWreE in ocmrtlonre wiU AASHiO M36 iz'�a��ais' d��a�e��iw=�w :in 3%a « 3/4" v J 1/P" carrvgvtions kr 10' diametrr and largn). The pipe ffiall be farmed hwn an aluminizeE strel Ipe 2 cail IM1at conforms to AASHiO IA2)4 The minimum gaqe thidness o( the i e shvll be as bllaws GV Dimmeter Cuse 12' - J6" 16 4Y - 48' I4 54' - 81' 12 ]. NigM1 dmsity pol�ethylme pipe shall pclorm [o AASHiO M251 ana MP91 ipe 5 specifcatians, mtest revisio� ane snau na�re materioi xiFlmtions canformin to ASill 0121B or �P 9 oaaso, iace�c ,ensm�. B. Mmiholes I. Precost rein�oraE concrete manhole sections and strys shall con(orm to ASiM C-Q9 loksl 4. Casfing sM1all be of unifarm quality, hee 6om blor M1ales orasit Fartl ots 4 Y, �P shrinkage distorCion or olher de(ects. They sholl be smao�M1 antl xell clwnetl b shot Y -e�a,�� o, e s e o�n� a,o� me�noa. 9 Y � �� The sM1vll be coal<E wiM as Falt oint wn��n :nau re�,u ��o �oa�n��ooiP , tough and tenaciaus �.�fien cdd, not taay a bri�Ye. They sM1vll be gmy Imn mrefing AS1M A-46 lalesl revisim. 3. Jolnis - Mannd< sections shdl ee pint<a with rvbbm tyye gaskets. The rvbber tpe gaskets sM1oll meet AS1M C-IU lotest '. NTm manM1ale mitl storm pipe ore mnti oously in wotrr. 4. SM1cp �rawings - Conhoclar �a submi� storm sewx shucWre premst Marings to enginen for aqproml priv to installvtion. c weoeuNs I. Pertamtetl plastic pipe subMains sM1all confartn to AS11A FWS, AASHiO IA-252 (4' �0 10" pipe). 3. APPLICAPON A. Permits and Cotles - The 'mtmt of tbis sectim al tM1e specifmfians Is Ihot Ne contrac�ais bIE an Ue work corereE hxein shall be bassE upon Ue Aawings and speciiimCions but ihat ihe nmk shdl comply with oll applicoble codes anG regulvtions vs omendetl by any waire-s. Contmctor sM1dl fumisl all banEs necessary to get permits fa cuts anE ronnections to evsting serers. Cantmctw shall notify ihe local goreming N�isdlction '- m of l2 M1ours priar to IM1e commmcement o� starm sewer mnstmction. B, Local StanEarEs - the tertn'Local StandarEs' as used haein means ihe standartls at design ond onsWction of Me resptttire municipvl aeportmmt a utility canpany. C, Evis(ing Impmvements - Naintain in opemting candition vll acCire utilities, sewers and other dmins mcaunterea in tFe sewer instollvtion. Repvir lo IM1e satisiocfian af Ue awnx any Emnoge to e.isting actire Improremmts. o. waxm�m�p - m<o�ra� m ou i�m, sm�e �a natianal cotles ana �a be oppmretl by alllocd ana stote agencies haNng yrisEiction. E. irenching - Lay all pipe in open 4wches, excWt Men �he Iwol IM1ority gires written permissirn fw Wnneling. Open Me trenM sufFlcimt aM1evtl of pipe la}ing to rereol any obstmcCims. The Idlh o( the trmch shall be the Inside pipe dlametn plus 2/ incM1es ta 1P Inches abare the pipe. SM1ret ontl bmce trenc8 as necessmy �a pmtect wMmen anE vtlpcmt sW<Nres. All trenMing la romply xitM1 Ocapnfianal Sofety anC Nealth Administmtion Standards. Keep 4wches bee hom wota while cansWction is in pmgress. Under no circumstvnces loy pipe w oppuNenm�ces 'n stvnQmg waler. ConEuct Ue EisMmge Gom trench de.atxing to Erains m naluml Crainoqe channds. F. Special Suppmts - Mfienecer in Ne apinion of Me Enginee tM1e soil at w below Ue pipe graEe is nsuitable for supporting sewers and appudenanas specified in iM1is sectioq such special suppad, 'n adaifian ta Ibase sM1oxn w specifieq sM1all be pmWEM as U< Enginxr moy Elrec( ontl Ue <onbact wll be ad'ysteE. C. Bvckflling - far o dep@ ai at least 12 Inches abovx Me tap a� Ne pipe, backFlll wi�M1 mM ar qanular moterial fire ham larqe stana, md fmgmmtS roots or soE. Tamp this backfll thwaughly, toking care nat lo dlslurb the pip<. Far tM1e remvining 4mcM1 tleptM1, baGfJl witM1 emiM1 w gronulor materivl cantaining stann w mds not lar n Ihon 4 In<M1es. 9ackfll unEer anE wiUin 5' 9 ( paved areas shvll be gmnular mataial only and �inou �o�ta�m ro m�m ria�dam: - maa�eniy ��ea�c�a ey avv�o.ea memms. H. Ya�hole ��m�s - �o�s�N�� ma�ha�e flo. cha��d, ol cancrete sewrr pipe ar bricN, smaathty Anished and a� semicirculor stt�ion cmfmming �o �M1e insiEe Eiamet<r of @e cannecfing sewers. Moke changes in sire ar grade gmEually anE cM1onges in dlrechan by tme curns. Pmnde such chonnels for all connecting sewers a� eocM1 manhole. I. SubEmins - AIl subtlmins sM1all be of Ue size shorm on Ine plans anE shall be constmcleE to the y.aae::no.�. ai d.a��: �o�:tN��ea on-:��e a: paN o� Ne wtlet Main will be lacotetl os sM1own. J. Ufili�ies - I� shall be the resprnsibility ol each canhoctw �a verity all exisfing utilities ontl <anEitions pxlaining ta M1is phase of Me work. It sM1all alm be tM1e conbactax responsibility to cantact the awners o( �Fe voriaus u�iliCies be(we work Is stortea. The canimetor shvll notliy in wriCing roe owners ar Me engineer of any cM1anges. ..�: mwa � m�:e pi�. a��o me fdd Cekre warM is staleC or « mmed. SiREE1S AND PANNC 1. SCOPE �F WORK A. The woA rryuirM under this section indudes all crete anE biWminous poNng anE relaleE iMms anLssary to complete ihe xoA indicated on dmwings tlescribed'm the speciFlmtions, inclutling bul nol IimitN to'. AIl slreels, Oa�king areas In contmct limits STEewalks anE concrete slabs, evtttlar skps. z un�Au�s REVISION RECORD i) Prim lo beginninq acavation ond embankmmt apemtions, oll nettssary dearin9� 9Nbbinq, scalpinq and tapsoil slripping e. cancre�e - conmete snvu be reaey�mixee concrete ane wbsequmt bodnr�ng iw removee �mns wimin me siape smke iimits snau be pxtormee �n accomonce wim secr�on REV DATE DESCRIPTION DES BY APP BY anE shall be a mir of proportioneE tine and caarse 201.ad anE POI.M of Me StanEmtl Specifmtions. NI tapsoil, vegetatioq matx, slumps, hlable onE Eeleterious material s�all oggregates xith Padland cemmt and wvter. be canpletely remoceE wiMin Ue fimits of Ue 9ape staMes. Minimum cement conten� sM1all be 6 bogs prr cubic 'iiJ &cawtions ywtl a� cantte�e ontl moqmum woter mnlent eM1all � p��n excowtlan a t all s an ontl 'elEin mvterial Uot Eon not revtlil c vcl sM1all be remavetl 6an wiIDln be 5.5 OS. gallons px m<M ai cemenl, incWEing O pem ims, p gy N g y omp oisture 'm �M1e aggregate. Slump �w normal weigh� �e sla0e stoke limits vna Ne asWting miE sM1all be mfiIIM wilh suitoble motxial anE cwnpacktl In acmrEonre with Section 203 a� Ne Stmitlartl 5 ecifcafians. crete sM1all be a mawimum af 4 incM1es ontl v P mmM�u m or z mmes. me swmv or ma�nme via=e (2) n�y v.�W�=� d�e::m�: w�m�� me sov::take i�mu:.e:mr�a ane� e�<awn� we�ano�::nau be .em�d wun oner le sM1all be na less �M1an 1-1/4 IneM1es nw eWtobla motclal ana ewnpmtetl In aacarJanca wltb Sectlon ZOl of tM1a StvnJmd Sped(mllana. ore iM1an d'mcM1es. StanEarE kst AS1A1 C-143 iii) Embankmmts shall be used to meosure slump. Campressire (�) EmbanXments shall be cansimcted In acmrEance xith Sedian 20l ai the Slandard Specifcatlanz strm th oi cancrete ot PB da shNl be 4500 si.MIN 9 55 P ( ) 2 All s on ond 'eldin materiol thvt does nat revdl com act sM1all be removed ham within ihe sl e stvke Ilmits rio v If roe mmblmt anE soil sub oEe or A re ate Base swface tem emNre com lies wit� Ue re uiremmk of Sectlon All extenw canaete sM1oll M1ove oir enhvinment af O p 9Y P 9 Y P W G� ) 9� 99 9 4 P 9 dR ta J3 by wlume per AS1A1 F2fi0 k C-9fi. Retempering to embankmmt opemtions. qC(i) of IM1Ix paliry beMem April 1 onE Rpril 15, m nete curb sFall be allowetl to be placeE on an vppmretl soil subgraEe Eeli�e'eE cmcrele will not be allored. Concrete sholl (3) Any pronounced dWmssions wilhln U< slope stake limits rtsulting aXer cleming, grvbbing. scvlping and topsoil remowl a Rggregvte Base pmWEM Uat Ue paWng ronhactm pay far tAe sttWas of v full time conshuc0on Inspect« anE wM10 be �om o:ed oh V i sM1all oct as an au@arizetl a ent ot R�e En in ec The En inttr sM1all stlect Ue conshucCian In ecta. shvll be re illed with suitable malerivl and compacled in accwdwce wilh Swtion PO} of the Standard Specifiwtions priw ta g g e g sp 1. Portlana ament - Conforming to AS1A1 C-I50, <mbankmmt apemtions. N) The Fnqinex reserns Ue ngM1t to suspend vll <onvete cuN plo<ement opemtions I[ In N< opinion of Ue Engineer, iyye IA a Tpe IIIA. (4) Priar to Me consWction of any embankmmt, Ue origind grounE swface witF'm Me Ilmits of Me slope stakes sM1all Ee Uvt prewilinq wea@c conEitions ona/or Ne contli0m af Ne Subgmtle ond/a @e Aggregote Base moy result in IevdeE anE the uD4tt 6 inches shall pe compocted In acwrEance riM Setlion POJ oi IM1e StandarE Sp<cifcations. substanEartl mnmete curb ploremmt, curing anE FlnisM1ing. 2. A re vtes�. Cwfwmin lo ASP.1 C-33 5 Embankmmts sM1all be sM1a ed to be well MaineE m�E sM1all be mtecteE to r cent nmim. 99 9 9 ( i P P P e �) Placemmt 6 Laose d@ a� eacM1 embankmmt lif� Mal ca actetl Ee M c actim metAOE onE cam action re uiremmts sM1all he 3. Watn - SM1all be clem anE ha frwn (� � ' mP P'°mP P 4 i) Canerete cuN sM1all be placed In accarGonce xith Sectian 50209, 50212 ond 605.01(c) ond 605.04(d) of tAe Standord t f ails, aciEs, alkalis, � cwEance wiM Sectim 203 af Ue StontlarE Specifcafians Specifcotions. �ap,��°� �'"�°" �� c) s�u s�e9�aaes �p c�n mo�n��es mar be monea m a��ada��e .�m se�e� sos.a(�) �a sos.oKn) or me sm�aam sv��n�an�s uganic mvterials or other ddetaiaus 'i Sub 4 M1 II be ImlolleE on founEations emsWetetl in occordana wi@ Section 4 A E Sectim 2 9 f Mis I prodded thvt the equipment conhrms to the requiamwts of Sectim SOB of the Stondord Specifcallons. s bstances. ) gra es s a O an O o poiry and anl ofler Ne Inslallafian af all Wilities ontl subsurfoce Emins intlico�etl on Ihe o roveE canstrmPian Eocuments �a be r vP ap ro,m.� snau �omvir.�m me,ev��,=m�t� or xrn� sosoQn) or me sca�ao,a sve=�e�oe�s. a. wemee si<ei w�re ran�m - �m�re re wree ro� m<acea �me� me a�<�c a�e <om ie�ee. a�<n no�xnw won m me:e msimiaro�s �nmi ne m a«aea��e w�u ue e�i concrele rein�wcrment s�all cmform to ASW A1B5 CrfiO of Carmel irmcM1 9vckflling yieciMalans. 9 Y i) farms shall be removed in acmrdance with SttCian 5021fi vnd 605.04(b) of iM1e Standard Spttifimtions. E) Joinis ii The sub mde sholl be sM1a ed to the r uired ade mid sectians bre ham oll rvls cwry atlan ar other ine ulorities. c. a,�Wmea ��m r�ue, - snou oe or �o� 7 9 ° m a e s a p domi� �nau �om� m me .ea��,eme�� or se�n� so} a�a sosoa(e) oi me sm�ao.a sv=��rron��. -evtruEin t e meelin AS1A1 0-541 exce t IFat iii) The subgmGe sholl be unifannly prepweC, campacted and appmvetl in vecmdwce with Sectians 40IAP, POI.03 antl ii) Joinls shall be installed al interwls of 10-(eet ar lesr, 5-faot or less vlong mdii. Joinis In Integml curb wd sidexalks 9 ro 9 P 20].04 of the Standord ecifmvLms. premaulEetl pint fJlx useE in cmcrele walk � shall be lomted at ihe same lomtion as the pints in the od'pining siEeMolk. Joints may be sawed or tooled to a minimum constmcCion may be either non-evimEing a iv) Subgmdes shall be Inspeded and appmred by the Engineer beiae vny oggregvte base or canaete curbs are constrvcted. dep0 ai k incM1. resiilent A pmahall shall be contlucted in occmdance with SecCian 20126 ot iM1e Standartl Speciilcafians. Unocceploble oreas shall be iii) PreformeE expansion pints Mall be placeE at intewls of 50-fnt or less, at all mstings, Ue beginning anE md of oll rrected ta ihe saCisivctlan oi lhe En ineer befae the lacement of an A re ate Base or cancrete curbin . o. a�wmmo�s ao�emmi uaienm: - an ma�n�ms a v r aa n . a wm remm:, tne e�d of eo�n dan .on a�d wnere �nwtms e��r��s �o�str�a�o�. i� ada�t�� m mex rea��e�t:, M in IM1e canstmction of biNminous �) A� �he Eiscretion of @e Engineer, SubgmEe ihot hos satistactorily paued a D�ooboll, Cut remains uncovereE (or o period myansian pints in integral cuM anE siEewalks shall be IaatM al ihe same location as ihe e.pansion loints in the P10PO5 of 14 mlendar Eays prim to plocing Aggregate Base or conmete rurbing w Is suhptl to a meosurable min evxnt priry to Q� d Ik parements shall canply with the Indiana UWodment o pining si ewo . placing Agqegate Base or conmek curhinq, sM1all be suhject to addlfianal prmf rolls pri« to placemmt of roe Agqegate ot ironspmlatian epecif alians, pc latest F) Finishing vntl Curing rensian. Bau a conttete curbinq. i) The canca�e curb sM1all be MisM1ed anE cuaE m vccmEance wiU Stttion SW]4, 5a215, 504 anE fi05.01(� af Ue 3) Aggregak Baxs StanEartl Spttiflmtions. E CanpactM �ggregate Subbase S�M1all be ttusM1eE A) Gmnal ii) Cunng cwnpaunE sM1all be applietl to all eHposetl swfoces an slip-formed concate curb. Fm formeE cmcrele wrb, mmlmum o� ��d g vel hall be a i) This wark sM1all cansist of placing a compvcteE Agqegate Bm< on o peporeE soil subgmEe In accarEontt wiM Sectian J sM1all be a I tl to all ex tl surfoces Inclutlin aes after on forms me renovxtl. f 35S crosM1ed malerivl. CheN sM1all be �OS.Od at Ihe Ston4arE SOecifcaPians. uring cwnpaun ppie pase g si y imited la a mmimum a� 0X of Ihe totvl. MOMial ili) The cancrete curb sholl be allawetl to cure fm a minimum ot 5-ao}s priw �o commencing bvckflling apmatians sFall be Iree 6an mi s of Flat, elongateE, IiJ Aggregote Bose materiols sball be In carEonce witM1 Secllan Sf11.04 ot Ne S�anaara Specifmotions. otlpcent to Ne concrete cuNing. thinly Iomina�eE, so(� orMdisintegra�eE pietts; iii) The Rggregate Bose moteriol sM1oll be obtoinetl hwn a Califea Aggrega4 Pmducn in occortlonce wiM Secfian 91J of IM1e GJ Badfllling ntl sholl be hee irwn imgments covted witM1 dld. Stontlma Specificotions. i) The spaces ad'pcent ta the canaete cu�b shall be badAlled in acewdance witM1 Sectiw 60504(g) ot iM1e Standard Compactetl vggregvte sM1all be gm4e0 os bllows: iv) The Rggregate Bose mvteriol sM1oll be hontlled anJ tronsported lo, ontl on, �M1e work sih in a mannm Nat minimixes Specifmtians anly vfte- Ihe cancrele cuhing is Inspeded ond occepled by the Enginem in vcwrdonce with Sedian 5 at s gregolian antl moisWre loss. 9EVE SIZE S PASSING this policy vJ Aggregote Boses sholl be constrvcted on oppmred soil subgrades antl to thidnewes equoi n grevtrr than those indlwfed ii) Back�ling oDaations shdl be completed prior to apening the areo to regular mnsimdim traRc. 1_�/Y 1ao m< approvea wnslrvdlon aocummt:. s) �nsvealms 1' 9�-100 B) iempttvWre and Sevsonvl Lenitvtions p) AIl motniols NmisM1ed ond eacM1 part or Eelnil of tM1e work rill be abpct 1a Inspectim per Sectlon ID5.10 of the d/4' ]�-9� i) The Aggregate Base shall be placed in acmrdw<e with the temperahre Ilmitatlms o( Sectlan ]01.04 0( ihe Standard Standard Spttifiwtions far the puryose of ascataining that ihe wM Is in substantial canformance with @Is pallry and ihe �Y 55-BO Specificvtions. opproreE conslmction docummts. 35-60 ii) Frozm ma�erial shvll na� be placed. B The Canimetw sM1oll mN IM1e En � 40-M1aurx In aEvance of commencin k sub' t ta Me y8 PS-50 ) y gineer a minimum o g miy war pc Xy� �q_yp lii) Aggregote 6ases must be placetl anC pass proof roll priar to Nomnber 3� In ordn to allor paNnq In amorEance wiro stanEards estvbllMeE by tM1is policy /P00 5-ID Section 4C(iv) of iFls poliry. C) The Canimctw sM1oll s<M1etlule proobdls wiU Ue Enginrer a minimum af 98-M1ours In aEmnce ot su<h proofiolls. C Pre amtion ) D �J The Cantractw anE Enginrer will <onEuct an Inspection of Ue new mncrete curbing far any tlmmage, In<IUEing firexing i) The prepmeE soil subgrade sM1all be 6ee Gom ahpctimable m foreign matxials al IM1e time ofplocemenl. mnEom ttacks. The inspection anE oll n<ceamy rryairs sM1all be <ampleteE priu to ba<kfilfing opxallare. 3. APPIICRPON li) The subqaEe sM1all be subjxt to aEEitional praaf ralls In attarEanre wiM SecCim 20d.Pfi of Ue StandmE Specifcotims E) Sampling ontl tesling af materiols, equipmmt w conshucfian wark moy be requiretl ot tM1e expmse af Ne Contmctar ot A. Gmtling - �o any neressary gmEing in oddition to ye� prior to placing Me Rggregote Base m 0¢ subgraEe In aaorEance witF Secllan 2C(v) of Uis pollcy. Wocaptable meas Me dlscrellon of Ne Engineer fm Me purpose of oscertaining Mot Me work Is substontiol contwmance with tAis policy ihat per(ormed In mrdonce .ith Eadhx«X sM1vll be cwreckE to Ue sotisfaction of Ue Enginerr before any Aggregak Bare is plaaE. ontl tM1e appmred constrvcfion Gowments. Sampling ontl testing sM1oll conPorm to Me requiremmis of roe sections ot Ne Section, to bnng subgmdes, ofler final U) yreotling ana FinisM1ing Stantlortl SpttiAcotions opplicable to the partion of tM1e wmk suspectetl to be nan-camplivnt m as dlre�58A�TtMENTOFE for so�r�a� m me ,e �rea ,mes a�e se�ra�s e� m eoNsrnuerioN e ite im�ro mmL 9 9 i) The Aggregote Base sM1all be sprmtl In carEance witF Section 301.45 af Ue StanEarE Specifmfiam. 9<e" P� li) The Aggagote Base sM1oll be ewnpocteticln accaEance wi@ Section 301.�fi a� Ue Ston4arE Specifwfianx F) �M1i��e the Engine� detertnines that is necessary to mnfi�m compllance wi�h stmidards o( qudi�y ar q�jpi50{��9($. � 8. Preparatian ai Subgmde - Remow spongy and lii) Conmek curb sM1oll be ploceE orer Me Aggregvte Base wiUin I4 calentlor aays. Aggregate Boses Nat lay exposetl fw a curb shall be wred antl tested al Ihe eepmse ot ihe Cmtmcfor. The aremge thidnesses al the curt5pµq��ApQUIRE atM1erwise unmiloble moterial ond reploce witM1 periotl of time greoter Man 11 evlenEar tlap w e�Dnience v meaarable min event pria- ta ihe placemmt of cancate curb xceed iM1e minimum presaibed by ihe appmred cansWction docummts. GALLONS PER MCI stoble motcial. No tmfFlc will be ollowed on sM1vll be subject to inspecfian antl vcceptonce bytM1e Engineer. At iM1e tlisnetion of tbe Enginen, otltlitionvl pmat mlls moy CJ SucM1 inspedians sholl nat be cwsWeE to relieve ihe derelopers enginetts a<onhaclors In any �a��{(��EQED A prepmed subgmtle pri« la paring. be required obligaCims mE responsibilitiee unEx tM1eir mntmcts. Spxifimlly, inspecllon by roe Enginen, a by rety�v['-��L�E F 4) Concrete Curb trstinq oqencies, s�all not require tM1em to assume responsiCilities fm tM1e approvetl conshucCim EoamNi�3' G Cwnpaction o( Subqmtle - The first 1P Inches belox 'sinterpretotion of Ue approveE conshuctlan Eoamenis by iM1e canimetms tluring constmetlan, m tor t�e meons ontl A) Gmrral iM1e subgmtle sM1all �e compocted ta ot levst 100& melM1aEs af canstmction, nar far safety on Me pb site. a� tM1e maHimum Er aensi� Eehrminetl b Ne i) This work sM1all cansist of placing mncrete curbing an prepared soil subgrades ar Aggregate Bases in acmrdonce with � q po y w oppmvx ftg Y Y°s Y H Work iEmtifleE m not meet me re uir<mmts of mis Ilc me tl mmimction Eocummts, umc R�(dWbFYJS proNsions of AASNiO T-99. Water sM1all be Section 105.03 oi the Stontlord Specif atims. wp¢�p¢� �pe �¢sWt of poor workmansM1ip, use of Eefectlre motrriols, aomage tM1rougM1 carelessness, or any�ppppyqq¢HEREI prevented (mm standing on Ihe cwnpacted subgrade. ii) Conaete curb shall be constrvcted on prepared wil subgmdes a Aggregale Bvses to the dimwsionol standwds a( the �awE to exist priw ta iM1e finol occeptonce of Me work, sM1all be removeE immetliately ontl reploceE in WEQFAI�Ew1ENT5( avvr�oei< aty or c�ei stama,d o�tmi� o, m a�oaaa�oe w�m m< <�n��s demu� ai me avv�orea ��n��r�a� aoam��tz , a� me com�a�ias e �. Cwn a<tetl A e ote Subbase - Ue IM1lckness shawn W<^�� P 9� 9 lii) Naterials used in the pmduction o( the conaete (w the aking sM1all be in accardance with Section 605.02 0( the AN� LAWS AND' an �M1e tlmwings is the minimum thickness ol the Standmd ecifmtions. HI h emi slmn th admiFhrcs ma be u�plzeE but s�all not be mnSiEereE in eoidn an I) If �he Can�mctm loils to camply farMwi�M1 with any wder mvde un0er �M1e pmvisians o� this subsecliaq the Enginerr will fully compocleO subbose. Compoction 9ioll be m St of Mis olic 9 keeze mte9tlon aEmixWrrs sM1oll not be utilized under on c rosimas. 9 r hwe outhority to cause unvcceptable woA to be remeGietl w removetl mitl aplvicetl; to cause unouthwizetl woM1 to be wnpfisM1eE by mlfing wiM o maaM wM1reletl �equire m p y p Y^ ared; and ta deduct iM1e wsts ham any monies due w ta becwne tlue. Iv) Equipmmt utillmE tn roncrete ahing 'mstallatlan woh, incluEing hut not IlmileE to protlu<Pian, M1ouling/Eelivery, placing, weigM1inq 0 to ID tons. Campact to 95S J) WarM dane canimry to instrvctions pmvid<d by the Engineer sM1all be consitlaetl unvccep�able vnd subK<< <o immediak standmd pmda dwsity (ASiM 0698) Instollatian, pin[ing, mring, MisM1ing and miscellaneaus/ancillmy actiNty sM1vll be in ocarEance ri1F Section SOB of Me owl ond rWlvicemml In acmrdance with the insWcCians pmnded by the Engineer. Nanq cuhs, hevders antl xolls ontl vt vll placed StantlmE Specifmtions. 6) Acceptanc< nat accessible to Me mllrr, the aggregvte v) Canmete pmEuction, miving anE M1ouling/tl<livtty sM1all be In accarEance wiM 5¢tian 5�2.10 ot IM1e StanEard Spttifimtions. q Bdae acc 1 ( the conaek curb, Ihe En shdl detmnine i( the im t substantial ma�erivl sM1oll be tampetl riU meManicol tomptts h� InstallaCian a� Ihe conerete cuhing inEicaleE on Me appravetl constmeCim Eacumen�s sM1vll be ewnplektl In IM1e same � N�ce o ginee- pmremen s are in fANo. a riro approvee M1one tampers. with this volicy (excev� �a any wriances gmnted) and the apWoved constrvctlan documenis, BY _ paWng seoson. B) The Enginee may, ot M1is sole Clurellaq occept rW IFot Is not In confortnonce with rois poliry proAdeC that iM1e f. BiNminous Pavemm� - Hot ospholt cancale 0) P�eOa�otion woA is bmded tar a paiod grea�er than three �ears. The Enginett shall establish the er�mded banding requirement. pavxmen� sM1oll be vs specif<E in Secfian 400-410 iJ The soil subgmde a- Aggregote Bose sM1vll be subject ta otltlitionvl pmat mlls in occartlonce wiM SecCian 10.I16 a� Ne i me mma�a oepa��m�� or r.a�:po�mro� sm�aaa spe��e�ouo�s psi p�m� m pm�me me nun <o��ses m a«aaa��e w�m se�uo� zc(�) �a ao(r�) or m�s pou�y. Specifimtims latest rensions. Panng will not Unocceptable weos sM1all be correctea �a �M1e sotis�ocfian ot �M1e Enginex bdare plocemen� a� any concrete cuNing. be permiHed durinq un�^wm�le weather ar eCm iiJ NI tlisplacement w rv�fing a� Ne sail subgrotle a Aggaga�e 9ase sM1all be apoiaJ prirc la placing wnaete cuNing. I1PIlPES ihe tempemture Is nat pllance with s tion C Weother ond Sevsonvl Limitotions I. WA1[R ♦m.as or me iHoor speo�r an�:. � iJ Canttete curbing shvll wly be placed in accarGance wiM Section 50211 of the Stantlord Specificvtions with the evicep�ian A AIl rater mains sM1all be InstvlleE anE testeE In aaorEance F Otility ShucWres - CFttM Iw mnect elevotion �hot placement apnaCians shall nat begin untii ihe ambient IemperaWre is 5PF ond rising. Plocement apemtians shvll be wi1M1 lacol stontlmds ond re t oi dl manM1ole mvers, wlve bores anE similar dlscantinued when the omblent tempemhre Is descending ond is 50'F or belo�. At the discretlan ai Ihe Engineeq concrete quiremm s. sWctures lamted wilhln arevs to be paved, antl may be ploced vl mnblent tempemtures less Ihan nated vbow pmdded that placemml, pinting, ilnishing and aring 2 GAS make, a M1are maae, vny necessary otlNs�menis In apmations canimm ta Sections 502.11 and ]0211 oi Ihe Standard Specifcations. m<M1 simcWra. li) Na mirWre sFall be plaaE on a hozm suhgraEe a Aqgregote Base. Gas mains sM1own in the plans are (or in(ormvtion anly. The local gas G. Placing Concrete lii) WEer no circumslmias sM1all ro crete curb be placM Cetwren �erembn IS ond YarcM1 30. utillty is responsible in final Eesign vntl InstollaCim of new gas mains. Iv) I� o soil subgraEe w Rggregate Base over wM1icF concrete ah Ix ta plaaq is plattE anE vppmvxtl by IM1e Clty prior to 3. OiHER OPIlPES 1. SM1oll conlarm to tbe City at Cormel curoing palicy Norember :A1, plarement of IM1e cancrele arL vill be alloved up lo �ecembn 15, proviEeE tM1at tM1e ambimt and soil Elecinc iele hone and CAN Ilnes shown in the lans are (or in(mmolian subgmEe or Aggregote Base surfare tempemNre complles wi@ @e requiremmts of Stttion 4C(i) of @Is paliry anE @e p • p H. Connete Curb paWng canUactor pvy Im IM1e servias of a full time <onsimction Inspector anE w�o sM1all act vs on ouUaizeE agmt af Ue only. iM1e I«al utility mmpanies me responsible for Flnal Eesign and Iretollafion att a cnaue� caxweh cuea aoucr �smen. me c�qm<n �nmi �iK� me ��sw�c�o� m:pKco�. ar ue�� re�peou� �eny imes oe��ee� ia, soos i. co�veie wmk: aoe [.�<��o� si�p: 4. IUENPFlCAPON / LOCAPON i) ce�e�m i. siove: - P�o.me iH mrn ve� root �.a:: slope. Make oEystmmts m slcpes al walN FumisM1 anE Instdl 'Itlmfi@a�ion iope' anE 'Locatian Wre" over Me A) The wah subject ta @e requiremmts at IM1Is polry sM1oll 'mtluEe iM1e protlu<tiaq M1ouling/Eelivery, exmvotian Iw, plocing, installation, pinting, 'mtersttfiam as necesmry ta proviEe proper cmtetline of bunetl uIDitles. uring, Mishing, onE otM1er work neaawy to prepare founEotions anE soil subgraEes, install ogqegate bmes anE inslall connete cuking wi@in dminage, property wiUin Ue rorynate limits of IM1e Clty of Carmel anE exisling or prapauE rigM1t-of-way. p. IEmtifmtim Tape 9) Thls pdiry sM1all be Me bosis for acceptmse of Ue wak by iM1e Clly Goilure to ntlM1ere to IM1e requirements of Uls polcy moy resWt in 2 Uimmsians - Wolks antl steps shall be ane � Inxt Pol th <ne wi�h minimum Midness o( 4-mils anE shall have C) - cceptanre of Ue wod or otM1er remeEies au111neE in tM1ls policy ansWction and a� wi4Ns m�d tletails le Y� WwVmonsM1ip, motnials anE quality of iFe wmk completeE sM1all cmform to tM1e 200fi StandmE Specifmtims of tM1e InElana Oepartmmt of .shown an IM1e Emwinqs. a 1-mil Mick melallic foil m e. Tape wiE@ sM1all be o minimum of iransprvtallon (�ereinafler referrtE to as StandarE Specifcallons), evapt w�ne Eeviatlons are olloweE or specifed Ferein, a re qanted. ]-inches and v mveimum o(r6-inches. Imprinted leel shvll be ) y o govemmm g y g conarzen N�is Wrlgryee5s� 3 Finish - Screed cancrele and tmwel xi�h a 'CauPion Cwtian - Otilit BuriM Below' anE sFoulE re t itstlf once o �me,e me mm�m�m �ta�dma� or a� me� �oi a m� na�� t a��n� e.�eea me�e �ta�dma�, me n� ta�dam� �nau si�i nowd m a na,d d<�se s�na�e mte, r ve� °��ly. surtvice wottt bas aisappeoreJ. Apply metlium e�Y ��ee�� far Ihe enNe pipe ImgN. Install approeimately 4 �eet E) If any plan w alher note ar specifimtion on the appmred constmcllm docummis acxds the minimum siwdards a� this poli<y, the higha broom flnisM1 anE scribe emtrd pints at 5 btlar Mol gmEe over emtellne ofpqe. slandartls sM1all apPly fmt spocing. ProuiEe I/7 expansion pinis P. 'Tma iupe' as manulocWred by Reef InEustries, Inc., Hauston, 1%, F) Nothing cantained herein shail be cansWed os pmhibiCing the design antl crosWction of impmvemmts meeting higher standards, nw as where sidenalks Interswt, ond al a maximum or appmvetl equol. discoumging petitions to vppmpriote goveming badles far voriances fw vllemotires which can be suppmted by odvonces in ttthnology and are spocing ot /8 feel beMeen exponsion pin�s. appmveG by other ogencies with cananmt N�sdictim. B. Lomtim Yfire C) AIl wmk shvll comply with the requiremenis of Sectlan 10501 ot iM1e Standord SpeciAcotions. J. Curing Canmete - EHrept m alM1erwise specifieq L LocaPian wire sM1all be v 12 gouge insulotM, mIIE copper wke. e all concrete by one af Ue meUods ErscribM H) Far ihe puryaus ot Ihls poliry, where ihe term Engineer is used in ihls pallry wd Ihe Standard SpecificaCions, it shall mean: � The wia sM1all be cantiguous with no fabrimteq a- felE emstmetetl i The Carmel Cit En � Section SOI.D of ihe Indiona OWm�ment ot nedions inlem t lhe wires cantinuit hom md ta end of ) y ginee5 stv(t a� the Uepadmmt o( Engineering, a�her personnd emploRd by the City of Carmel, n w�M1arized agent(s) Ihat moy imnsportotion Spttiflcotions, lolesl revision. can p ing y pipe. be retvined to represent Ihe City of Carmel. ii) The Hamiltm Cowty Highway Engineec staH of 0e Hmnilton County Highway Depmlmmt, othc prxswnel emplo�ed by Nomiltan Cowty, w N. Finish Pawmml Gmtle - The talrrance in pared mevs o. Lomtim wie sM1oll be installetl no grmter roan fi-inches in M1eigM outM1wizeE agst(s) Mat may be retaineE to repressl Hmniltan Cowty HigM1wng EepenEing on tM1e lomtion al Ue �ark. shall nat exued I/2-Inch 3 ham finished gmde as sM1awn an bove @e toprof the burietl pipe. I) Authority oi the Enginttr over the wad shall pe Der 5<dion 10501 0( the StanEad Specifcotims. iM1e design plan. Ilnder no circumstonces will blyd boths' J) Prim to commencing iM1e wark, iM1e CmUacta pvforminq tM1e wark sM1all contoct IM1e Enginex to sc�edule a prrcansWction meefing to reWew Ue baltling 1/1-incM1 of stwmwater be occepteE by tbe Engineas consWction requirements, staR notifmtion requiremmis, mquireE insptttlons ia ttrtain stages o( IM1e wod and to review Ihe authaily al mginec/ormer ontl canhoctw will be requiaG to me eoqmee� a: �i ��me: m me won. �wao-/�wm�e/.evo� me a�ea a� �o oamu�m <os� m ow��,. K) WEer no circumstm�res sM1all woh subject to Ue stontlarEs es�ablishetl by�M1ls polry mmmmre wiUout obtoining appmreE conshucllan Erawings PER IN�Oi SPEQFlCAPON SECPON P15-'CHEYICAL MO�IFlCAPON OG SOILS": by �e City of Cormel �epmtment af fngineeing. 41fl01 - �ESCRIPPON L) At @e sole Elxrelian a� Ue Enginttr, IM1< portions of IM1is paliry reloteE �a impecfians anE �esfing af wark subjec� �o �M1e requirements a� Nis 1HIS Wq2K SHALL CON9Si OG 1NE IAQUIFlCAPON OF SOILS BV OMGORAILY YI%ING UPV PORRAN� CEMENT, FLV RSH, IIME, OR A CqIBINAPON pollcy outsiEe of Me ngFt-oFway sM1all be tletermineE ot Me pa-conshuctian mee0ng. OF iHE IAAIERIALS 'M1H SOIL TO AI� IN ACHIENNG 1NE NYIRKRBNtt OF SOILS NANNG AN E%CESSIYE YOIS111RE CON1ENi M) �imensionvl and oNer stontlmds fw conwete cuN sholl be In occortlonce xiM Me City ot Cormel Slan4arJ �e�ails. 41fl02 - IAAIERIALS N) Ontln no circumstonces sM1all motmial a@er Nm� Partlontl Cemmt Canaete meetmg tM1e ston4arJs establisM1etl by Nls polcy be utilizetl to P15.03 - lES➢NG AND MI% pESIGN �a�sw�� a�<,e�e ��ms w�u�� me �«pame r�mns ai me c�ry of c�ei. sis.aa - sTORace nNo Hnrvourvc P1S05 - WEAWER LIMIiAPONS 0) Ondrr no cimumstonus shall extrvded ipe curb be Instdletl within the corpaate limits of the Clty ai CarmeL P1S06 - PREPAAAPON OF SOILS 2) Foundatian 215.0] - SPAEA�ING OF CHEMICAL MODIFlERS A) Ceneral P15.OB - MI%INC i) This wak sM1all consist ot ihe crosWctian/prepamtion of the fauntivtion in occwdance witM1 Section 105.O1 ai the Stvndord SpecifmCians P15.09 - COMPACPON ii) The fountlotion shall be prepared In acwrdanu with Section 605.03(0) of the Stantlard Spttifimtions ontl the requiremenis oi this poliry 415.10 - MEBSIIREMENi B) Excawtion and Embankment 415.11 - 9A515 OF PAYMENt i) Pnor to beginning excawtion vnd embankmwt opemtions, oll newwmy clearing, grvbbing, xalping vnd topsoil stripping and subsequen� backfilling SECPON 913 �SOIL 1RERIAIENi MAIERIRLS': (or remorxd items within the slope stake limits shall be perfwmed In acwrdanu �ith Seclion 2010J and 20L04 0( the Standmd Specifiwtions. AIl 91d.01 - WB1ER topsoil, rogelalion. roots, sWmps. (riaDle anE deletaious matttid sholl pe completdy removeE within the limits o� lhe slope stakes. 91d.02 - CALCIOM CHLORI�E 91d.03 - SWIOM CHLORIUE 91d.04 - IIIAE WrF� V � U�'�' l � O I� � 1--i � � � � W F z �1��'1 Z1--1 F51 � � � z F O �y a � /� r� � V ��z W� O �( zow � � � Oh ✓l 1--i � � U Z a 7 0 � � - 1� �m 1_ � I � o � U� � ^ Z N _ N � ��N . � � X �'n o � _� N� > O ._ �Q O ^ /� O h V N � � W� c I Lo_o ^ U N � _ E � N`� o^ � U ^ �3 � ' O � � L U a �,Q��.Q'��sTEq'•F�v3`N � � No - $ � PE109106G] 7 $ ,� 1 STNTEOF ' � : p : � : r� : �� :�'OIPNP: � C � G� i F ' � �I�,,`SS/ONAI iN,`�\\ �II�I1111�\�\ ��,� � �-- �/� UTVOF �1 � � � � � � Q Ux F" N r� � M �1 O � �z� W � � _ � � � � ~ � � /''� � O H �az � � � Q �r_, � � W HH � � Qi N Wz� 7 � � �1 � 1� � ,� x O� i--I � �\ I� � o�i �� V/ �1 O �1 � � U ri-T-i� 1�1 �� W a/� V/ PROTJEC(T'1NUMBER Vl�li.��l C9.0 SHEET130F 16 300