|
SECTION 3 - STORM
<br />T►re Lar.v 30' Are or Cie 9urb at M Fix Sm:L EpzaLmors %timid ti X W Itr t* M Ft
<br />5a,r,"he an Firm rad3d IMMi Ur.k*rbed RaLpt* shatl he Supmi4ad r7' CeApIlLna[:w RsxW
<br />grit. T W B&W M S-A ba {� W m Lager Plri m 11111ma24 iu Chm Uw ME
<br />aidWdruam fee theLdnpmaf IN! Ra.r _
<br />Crade
<br />7-
<br />PIPE
<br />� • InSirma JiMM or CrW4 Amdrs7u 5=:W� Seed Mart GmnA ar 11warlil a JJ-&onolyMzWid Ffm a r Ctrbr� C paic Mmd lart Lvgt Sa3re4
<br />r bwrw is 6' iarff4 ; Tarper_r Lo SS•r�acc it So r d �mdnI WAI k Caripaced m 1� Manzlad Frwn[ DumW_
<br />�nI• :n �irrrm Ir iaDw Ar:bw
<br />ir�tt:JJ+e ++cod rf �dE* Mamrf� � or o7 aherMau r I,.+,eftmoc
<br />ay ril 4,groq= i Lmd r�Lram m 1r LPMM F,,w nt 6ahr, ar%wk %mix wW Laragr
<br />Sadfil9-d1te{ampy�5D99%ann�-IRro�r I,
<br />PMErnwon" �Menioiialp T mpedizrm�r�adr1]
<br />fsw W&M 4 Nd 51 6' ZuTgoa asSY%Stiiin4we PrD= 6an2re
<br />ri�ylR F Hrrd RL�dPJ�*5aild w NmJrar� Tared n
<br />i' Fii! P{.e GadIL'i5it Loan ,Lamm la 9LJA4SUr.r bd rY�6dna 6m�LkSU17AELEMrn3QAL
<br />Ramapo Wm oUbin Hiinu a ac R li.WW Fini;Nc a'zJ ilizib f C uird
<br />Re gA4)d a•a Rau ones I u 11 I' its I� Ma 91Yr�TtshW1W `appxmr N
<br />Fo�o1 par kRM 13MJ SEMING DETAIL
<br />NQTES:
<br />1, These trench and bedding detaAs are far pipe stJla[t].Ira1 requlraern ixiy_ The
<br />amtractor is sdely respr,ir A e for safety d npEmbotro. The contractor shall slope ;ranch
<br />walls, pmva-m prI wank biawes� and+or di-xa and broom 21 Exc3i;2bDec as the
<br />contractor debumfrms neoes� far safety of opera onsr and in iDriforinwhm tin 10d1M.
<br />Regulii bw 29 C-FX 192f 4 SwbAart P for Tree Sdety Systems_
<br />2 All Pyre pipe For sainrtary sewws shaM tie filled in aaoordartve with ASTH OML.
<br />3. ThEreshaall be no eDffcsor st mes greater than Z' in any dimenstm Nftm 6' of the pipe
<br />wall or bill_
<br />4- Rgdble iW EiotaE Tverlc matlr,aisfor beching, haundilrtg anro d lnal backfill SJ3a�
<br />milrply with the mquirernents of AMIN D2321, Cla55es I (1NWT irB or 09), I] (INDOT
<br />= U, #73, iff O-Mrmw), or LU and shall be aarnpap i as rooted. keirac rabe ftmade
<br />bacifill shall t* placed for ad araw midi T of paverrw-nt to 12' aabm* plpe cr[7Ltirr_
<br />abyee this Mort, strUd3 re back ill shM be used. Hafer to We rnarkda cis
<br />rEmmmended beading and mbedmient material mass type requlr
<br />5. Ngld Ape= EmoedmErt mater+ak; for bedr M hauncNrrg and o'bal baddA shad ❑orr"
<br />w+th the requirer larom of ASTH 02 (VCP) A, B, Cyr mshed 9= e(LNDOT fB, yy45yi1Ltrlaxtrr.'
<br />1= of l3-Bwrow�) and gall be mmpad�zi d as naRE(nova�ow rfda�hackfdl shag be �}
<br />played Fc.r all areai wrthm 5' of pa&T n nt m 12" above pipe Qwa cL Above this Ilmitr ��''
<br />stTLIMIE vaCell shall be used. *� � �j r
<br />E. Final luckfill share notOantaln debris, orgarwc mateniW, frumen rnawnial, unstable matarial ��
<br />or b>-Wders or stnnes;-greater than r in arty dlmensamL Flawable FIII cptirniaL - N i
<br />?. I he platen-ent and mmI of baaMill scion not caLise dLgAmnrr%Tft of the plpar= �I II
<br />9. Par rn,,rttlple jApes in same bwxh- A
<br />a. Plain bedding to prlrxp Line�F First pyre across antlre tresxh Plitt,
<br />U. Placement 4 next pipe, re-excaaaw tTErCLt as rid. 4w
<br />c Fir aLi�iaan pis anpEzts asareq[L{�}or+r+'�LLp}``
<br />9. Refer bo MT Srarldmil Serits.per w,3don Secim 213 liar fkmahle fd (iEniovablel
<br />requv 1[, '
<br />REF STD SPEC SEC 3-3 �� L WIe
<br />A17MOV DIRMSED BY THE M= ❑F MALii! WII
<br />fFF� DikTE ]We 2 o, 2t716 CITY OF SOUTH BENCH
<br />Iterrl Revd on ADpro vW Date 1
<br />' ST14NJ D14RD5 FOR DE51GN
<br />AND COfIST 1_ TMON
<br />57AWARD
<br />PIPE BEDDING DETAIL 3_10
<br />SECTION 5 - WATER WORKS
<br />_ firhil i-,foGC
<br />Ujaffl• ]n SrIM_T rrl e.a_er. G ran A.ai'_
<br />Sadd! mA oe urS�Ln,f Fr�.e &inau K%ww a S eorrvx Frvl" F•ror al
<br />apt{ orprrc Mzrid rid UPW SmmL
<br />Kumd In b' Lire L S:Jdrr Taman M &htl•rraJ{e od Shea Ease
<br />C
<br />iiad� Shay 1 r+isy'L�++ u ]p0'r $'+f � R i4r®1 iaCrrHtY
<br />b�
<br />ink
<br />SacM • it 4smTm or CM tazm
<br />MKIM Ida d SW to tY Sdkyt %W lee Garcia hew, Mow hi W LaEnv;r
<br />k+ Ffm or 0itimi4 Crgminir Hkrwaa4 mid; Lage3a &
<br />- - - aadao SW Emrpumd m IM era n rr cow C4rar4.
<br />a-"-cia'snI
<br />5dm=,tati2moM;nz a Maddncah
<br />Tmapod io 136% Sb kid tie•= Dyr m
<br />c' Rarvl.•abk Fo time axIM sial is PI®d hr a Aegm
<br />a WMn 5 Ft ar W,anL: x m 1.2' Atom rrrRLramEL Rim
<br />ThaLma SbTur.'OW- 51gantc1szL
<br />atlzr4 MZA-oar
<br />6-= F r Nor Sdm ftm+omd Rm r n i Pu&r n ra l r
<br />e:m T am DW i i 1 95%Siaruoaa Romr ecrsar.
<br />:lrrdnL ft*C E M
<br />D.E OJM
<br />M u rnuri T ard5 4A dbn
<br />3+' gr10s Mn a.0. it RK
<br />NOTES'_
<br />1. Tlese trorii area be6dng details are for piper mnJ=rd requinrrlerds only_ The
<br />oxmB= 7s sdelj' nesponmblle fDr safay dti The imim3ac r SJ•ladl dope
<br />Itrex l wall, pror+de prabacid++B work bid anrViv More and brace all
<br />excaYabari5 as'lie: mrt racwr riafarmws i&u2nsary fDrr safety of operatitarts, and
<br />m curhm%ance to JO "ulatlan 29 LF.It. 192 % Subpart P for Tmnrh Safety
<br />Systems, 4 ttiyyyi I LIJJtrrrrr��
<br />2_ Fcr mule plus In same trench: ,3 1 A
<br />ce 'r}x�
<br />a. Plabedding to WrlQ tyre of �
<br />ss f ftrsz p
<br />aentire trianch width_ k� 4%�
<br />b. Plam meet of nod pipe, re-E•�irale N0, $ y
<br />trawh as mended_ 11*n p3aca beddlrg _ -
<br />as pomd above. s * = PE10809510 _
<br />r- fara,ddrt)awl pipes repeat as required_ STATE OF i
<br />3. Minimum easement viidth lorwatff coarse shah be LS'_ r
<br />4_ Mll7lmum abStfLL�CdS sema regwrernJ�nt from iYdC� inr�l shai tie ;,pk�4h4
<br />Jd3ons. shall Lndude Structure% otlet'J• utilibes, trams and larrdsmptreg_ r{ ;_ ,
<br />{�F�+rra'JaIFMllll45S;��ti�
<br />REF STD SPEC SEC 5-3.2 and 5-3. &Mew. .. P.E_ M:e
<br />rhWRC4 jREVi5ED ai 'tiie BOARD OF IM-TUE WOR#'S
<br />Tr4rE DATE:3dte 2111 1016 A�! Ilt�
<br />} � .' 1T OF SOUTH BEND
<br />Its i visElan iuyed DabE ;
<br />STraf+ DAP.D5 FOR II
<br />AND CON'7TRUL-110N
<br />57D
<br />TRENCH DETAIL FOR WATER MAIN IPA SUITABLE SOIL 5-6
<br />PLAN VIEW
<br />[Rife 1:09WI rd 3151
<br />Fam=:GJ
<br />i �'•0^ di t'g[
<br />} + ISre hiehn ;I
<br />SECTION 3 - STORM
<br />a % Omddj Urtm
<br />1110 WGyUNEf a
<br />Gamuz a_rexen OUrrriLJ[ lTLal he Er
<br />W ua s Jr hcmnar Gay. Fu Lam&
<br />s U*14A Dff"" Be-.w, Gp!n hi4i
<br />Ib+i J)7ELD.dSmAiil o Rae
<br />Adlubnp Wale k• Ehinq Fmffe w {race.
<br />Ulcer m Sb"rd 3.5, LT haL
<br />Coca r- palm- iena Platt moot-k
<br />ape lath KJ' gnde Ell mintanN mM
<br />SAW all lirrs r[t CanzaF ES -IV -
<br />Ran { SE a ApprusW Egmd
<br />Mw al ir+� wrlh ern® M-31.7
<br />�z 1:4x as Apposed
<br />E#ai. Apift Jwll Wrap rti ww
<br />F mAlic cac Rrcidonrna
<br />rnl[VlacdComa Fo•[= HaunieSea=
<br />i4a-.mht1wi IAP{&jwpbbV
<br />Pipe
<br />9- -]'_4r
<br />r�E, eirt
<br />:Y ; , ,_ -yt-. '� •; + ULNorue lir*antiLb*m
<br />`■ i�lde Inert aa8 Fbr�hak>lonaa
<br />� Z • _ p y. _
<br />Pre -=Elsa a Eantr ( anw.adl � �
<br />yyyylrIrlJJJrrf!!��
<br />a
<br />r
<br />NOTES;
<br />= P E10809 510 =tz
<br />L All nuffd es shall Iarnan,cfa�red amInstated rn C1 mp6anim with ASTR C-479_
<br />,C*
<br />STATE CIF.~'{+
<br />Allpipe t7Drine[tlCr6 5hadl he mademade YYGte lrug ral aI4911Lzi5t fitElrlgs aO irq with AST44
<br />-7y{ L1.
<br />� r,r�'r ` ;;�� �Z
<br />J 1 5
<br />+
<br />by
<br />rd
<br />apipe�
<br />� J�yy �'1
<br />EWxt'
<br />�r��flrf+[J
<br />4_ The bedlgn ErquhEEF w be resptDmid forsetthg tEl inuerevatKrs ,m aaooJJntfasr
<br />1
<br />molar lasses two -ugh tha rnanhcp-
<br />� �$
<br />REF SPEC SEC 3- 3-3
<br />P,
<br />APPRCAMl REVISED BY 7HE WARD OF PLIBLIE WORX:
<br />fFFE Fi'.'EMir- hie 115
<br />CITY OF SOUTH BEND
<br />Item
<br />ReAsion
<br />mvel;; Date . ='
<br />' ''s�
<br />STAR 13AII 5 MR DE51GN
<br />AND C-0N5 tRLI_TION
<br />TYPE A MANHOLE - STANDARD PRE -CAST 3-1
<br />SECTION 5 - WATER WORKS
<br />I
<br />1 I I
<br />I I
<br />a-�115•suas 1 I
<br />9111W Trtppir*
<br />SAM
<br />=appm Ahli 1
<br />r1tr m n
<br />pt
<br />fl �
<br />a a
<br />I
<br />I
<br />I
<br />o �
<br />Rimraa n WC. W o ogil: Fa nprd Jo rr
<br />Aaia n W 2=
<br />I i
<br />� i N
<br />Ems, Pb I 1
<br />TAP MACE UNDER PRESSURE DIET TAP)
<br />CONNECTING NEW MAIN TO MSTING MAIN
<br />I Lia1J I [ry!rl��{
<br />�iyya,yyi
<br />I��9 {}Y
<br />a N.D. � i
<br />r
<br />P P080510
<br />1. Tapping waNessI he Cbw, Muikr, ar aprmvimd egwl_
<br />_ The plystcal to ong of I existing watar roam shall bp-paar%trrrled bJ I I ubltt'f
<br />S OF
<br />r r T4TE
<br />STATE
<br />di5tribLthmi tiepartrnent All ext:avaltaan w5d pr pwatim woes 4wd be perbarnTred by
<br />} ;
<br />`{ 5
<br />tale mntrattoc, and dte contractor shall j.SrOA'1CI� all matienals. The utilrbf wA only
<br />•
<br />perform the physraJ tap_ Cmtaa7nr shall ummdmatE with thewatrs Deplartrnerit.
<br />}ff����aIrillRLti3ti��}
<br />REF STD SPEC SEC 5-2,5(e)
<br />BW4 F91.0. P.E. VaU
<br />APPROa1E0fWA5Eb BY 17flE 80AM Of RJEU[E WOOS
<br />Irn� Di4T�]Lf4a%q o-ie
<br />4 '#:.CrTY
<br />OF SOUTH BEND
<br />11132M
<br />Revi&�Dn
<br />Appmved Da4F
<br />STJAbD> S �-OFR OE�aGM
<br />AND MRSTRUCrION
<br />STANtILMD
<br />TAPPING SLEEVE AND VALVE
<br />5_2
<br />SECTION 4 -
<br />SANITARY
<br />MW-Rt[a QUM im
<br />Ew W U e Meow era SeJ .I r LaJz ti
<br />Pile go.S
<br />5e M?n
<br />I
<br />1
<br />U117 hint su rs a TSa @ VAY
<br />T'rT�t
<br />F.t �
<br />P VIE - SERVICE LIME CLEAN -OUTS
<br />��
<br />�
<br />�4 yam+
<br />L.
<br />,•
<br />ct m'Jr Cawti- Pao
<br />EM ]aae; RuI a'
<br />r Jir_ Thrdmc
<br />11
<br />5
<br />SSme sn o SEPAM Lmoal
<br />�, y, _
<br />TSrroo Fah Gr
<br />I��7i
<br />-
<br />+#+'1-
<br />f
<br />Elm 'A' {8 �r_ Piz
<br />��rmY 5Q.ra r im M,Idnp .4■e
<br />dL. coda ria[ it
<br />L' [irx Thaw -ea
<br />Eid IJhav
<br />T11rPiAl ri'1I-IUAI CLEAN -OUT DETAIL
<br />Sam r ELM as 5ei .ts Darts
<br />Jf' -X R m
<br />ror Lrir{
<br />13s Ed abiw
<br />• . Gize.5aaL[t
<br />li saQr &
<br />�=
<br />PLUG4'ay'.
<br />4iyy;yy7ILIJJlrr+f!
<br />TYPICAL END OF LINE CLEAN -OUT DETAIL
<br />NOTE:
<br />UZrt a IrLa WX1 a aMF serurae 113tErW if I IE'ngth aw-e dIS ISO I
<br />2- The mirky em savlcE lateral sere shal be &envies adrarnetm, placed at a milirrnum ski
<br />of n-61%. Larger kzed s?ri" laterals shall bE Installed a>,Cardl rtg to the marLlrrJLJm
<br />4aipes negwred by 317 ME
<br />REF STD SPEC SEC 4-2
<br />A PPRCv1-D?P_E0M'E!D BY -ME EIOWRD OF Fi Mil WORMS
<br />fPF119MVE QAT _ JUDE 24 20 18 ��• rU. �
<br />Ikffm REvidon 1APpxwxJ Date
<br />TYPICAL CLEAN -OUT
<br />L' Type lecoppu Sal "'M
<br />:Peroer�.Jaa r.� kyyaJ
<br />am Tye EWP zvr
<br />[ VG: TUMM x r_' {OPM
<br />a:hrr4rccrm ar Aapmda Eq �+y1
<br />F-w r a rsm�
<br />a Tin'&.W *An as
<br />E.porri 03ftd SadfY
<br />V.Ll I
<br />NOTES:
<br />1 _ SarikestEL■-0fi'tox shall be placed in the puhlx ?i=-cf-/ wj iii grasr.
<br />heramen• curb and sulk
<br />Far a F" eaerwe the mrporah xl stop sFkA he meted at `!If° (level}.
<br />REF STD SPEC SEC 5- 2.1 and 5-2.5 (g )
<br />APPROVEINk irlSED ai "E #l]ARD OF "K5
<br />EWEII HATE_ ]JJree 26, WJJ3
<br />Item RF_vi:s�dn lk=ved I
<br />No. s
<br />STATE OFZZ
<br />J�Lry, J�QN
<br />{f'r�f �J AL LLSi3;%'L
<br />Kara � . -
<br />M OF SMITH BEND
<br />S-CANDAMS �Olk IDRS16N
<br />AND C0115 MLiI
<br />s-17M J]
<br />4-9
<br />SECTION 5 - WATER U OPXS
<br />TYPICAL WATER SERVICE CONNECTION
<br />Cmu Lrm Aoma Cap (V 3 Haila I I
<br />Fn�. CY•sya-
<br />51111proe3tad•43n' a33d rite 14a.:,
<br />rr*lw 95E rh daN-ex.,J Eclat`
<br />Q.nnrEw End
<br />i- Tne •K- 3c.Lu
<br />IX+r to- EClbitfanorc
<br />J- CorapozAn Cab 5:0P
<br />p&a War,a}
<br />kxy L 4 S y 11411 J�Iryyiri/r-'Jyt!{��
<br />ti 41 �
<br />ti y
<br />D.
<br />PE10809510'=
<br />. STATE OF
<br />J
<br />{-"""rr' 11�LiS y k
<br />-I�1 Fa
<br />L401 VA41;&*411 1 I■1 - W,
<br />5rANDA4l2DS �-OFt DESIGN
<br />A NO r_ort57'RuLtl0nl
<br />STANDia M
<br />S-3
<br />SECTION 2 - STREETS AND PATKS
<br />F-- Ilt Map or WIA in henna a" a A W" Patltrmmu Val be PaWwa wrdl
<br />E corRaad r%TTa racrie drrdfr, Mltink m Jt'WA Su:hu" tfi,na mOF
<br />a d : et Pae Trench as In gc&, of HK4 M& Ln trio Lib a Tlidrres of
<br />Ol amyax LaNa.dracy E 7 Pa,ea'le'L ltihlme.tir 13r�r
<br />Lr [YSL1
<br />FF4 S� r+a� 9h�n•v.t Eoi1n9 N11
<br />Ir=----
<br />I_' I TMnal CLi
<br />x _'i WA'Li -h-r IC
<br />Q0. of ,ner•
<br />Soot: s per Trrrdir>y1 &r tr Rnfiq
<br />:9 UR iW 5r6pre P
<br />£Ncrvriim h nWKfrrrp
<br />Sea Swbm 3 V &K"ry
<br />aid 82ddU RcgL%,uricp"%ts:
<br />ASPHALT PAVEMEWF NOTES:
<br />L _ Dap of asphaiFt patdt shall be a ma m uFn of 9' or -me swrle
<br />depth as flriglnal pwoemeint* whldte fr is graauar,
<br />2. A mnomte pab:h an asphalt pawanent may be allowed try the
<br />I Erlglrteer LF than fmd as m:hediged to be rebahalrtab2d In the
<br />TKw future or other like cimjrrw#a DR&
<br />}�� ytiyyyi I MAtrrr!l��fi
<br />cr+ NOl-E'S'
<br />1 �
<br />[_ Teffilmory Pawh:
<br />If d is not pos9ehlef dUE tv YINO er coradthon5r for the conhaetvr I Teplace the N0. �= r
<br />pa,remaiTt wrdTln 24 tta,rs faAolnrtrag badd5111ng of cTJt, a cotiaJ se aggregate bass B'EE* P E 1060 9510 _ *' _
<br />thL& cow a void awhaltrc sJrfam aF4" dell be applied and arnaarrltairmd as a STATE OF
<br />Lemq glary pia rh wvhl penrrianent rlepimra ran be mr� ade. When 1:erripeJre falls below� +�� 4
<br />M"F within Y2 hour rye Tirne. mniiae tG be wed sail be 7 hag wf 2% a•xEleat _ � '+J��'�1� �t� •�� ti;
<br />SuEh ternporaiy pau les shall :fie rah aoed wrth pennanertt repairs rro later Clan May 1
<br />d the Following year. �f�ff++a�J�`aY�i�L4►►����,Z
<br />z All ut11rtFEi nviEr be loci pxiClr t3 making pavaTiE it cut.
<br />REF STD SPEC SEC 2-6 a , P.E_ �a'z
<br />ARMC NED,'R.EOSED EL'y TM SOAJRD OF nNILK W13113L5
<br />E71151 i4E DATE_ Zile 2k Z011.8 ##+ t. CITY OF SOUTH BENCH
<br />Item Revisi or; ed Date j %% :
<br />-STAN1 DADS FOR Dr�1GN
<br />AND CONISTFRUCrION
<br />STAl DARD
<br />PAVEMENT PATCHING AND LMLM CENTS - ASPHALT 2-43
<br />12111211 Varies 121112"
<br />1 z HMA Surface
<br />Asphalt Milling, 3 z HMA Base
<br />1 111
<br />Z Sawcut Sawcut
<br />,--SIN
<br />36" No. 4 Bar
<br />18" o.c. PCCP for
<br />Patching, 7"
<br />•
<br />INDOT Type 4
<br />Removable
<br />Flowable Fill
<br />Exist. Asphalt
<br />Pavement, 5"
<br />Exist. Concrete
<br />Pavement, 7"
<br />PAVEMENT PATCH COLLECTOR S TREE T
<br />(NOT TO SCALE)
<br />c
<br />-a >
<br />�
<br />Wm=C
<br />0
<br />0
<br />0
<br />:
<br />d N N >
<br />O
<br />U
<br />0
<br />4 0
<br />i
<br />Q
<br />Q
<br />M:C C =
<br />C
<br />c
<br />06�I�
<br />�3
<br />0
<br />(D
<br />0)
<br />m U_ V =
<br />LU
<br />Z
<br />O
<br />H
<br />z
<br />2
<br />co
<br />O
<br />U
<br />d
<br />m- O
<br />U
<br />z
<br />�
<br />4<
<br />Z O O
<br />2
<br />12 C)i d r, v �
<br />COOS
<br />N
<br />�
<br />g
<br />ca N N E
<br />_
<br />1
<br />-0
<br />`; 00
<br />Li ,n
<br />M N H iL O
<br />o
<br />U
<br />Vm
<br />J
<br />a
<br />v�00
<br />LLJ
<br />Z
<br />Z
<br />H
<br />W
<br />Q
<br />i
<br />�
<br />~
<br />m
<br />aaCLH
<br />�
<br />Z
<br />H
<br />a
<br />Z
<br />Z
<br />�rrann�
<br />W
<br />V
<br />N
<br />V
<br />LU
<br />O
<br />M;
<br />DRAWN BY:
<br />MSS
<br />DESIGNED BY:
<br />MSS
<br />PM REVIEW:
<br />RTN
<br />QA/QC REVIEW:
<br />DATE:
<br />4/b/2023
<br />SEAL
<br />T ,
<br />0�rr+
<br />.` No. 60016991
<br />3 0 ' STATE DF Q
<br />kI
<br />n►rrrnllti►►►
<br />SIGNATURE::
<br />DATE:
<br />07-01-2024
<br />SCALE:
<br />HORZ: 1"=20'
<br />VERT:
<br />ACI JOB #
<br />24-0068
<br />SHEET NO.
<br />11 of 15
<br />
|