Loading...
HomeMy WebLinkAboutSite PlansSite Development Plans For:0 PJ ALTERATIONS Part of the Northeast Corner of Northeast Quarter Section 25, Township 18 North Range 3 East, Clay Township, Hamilton County, Indiana. EPTEM ER 2021 LAKE PORTER LOCATION MAP LAPORTE ST.JOSEPH ELKHART ILAGRANGE ISTEUBEN MARSHALL STARKE KOSCIUSKO NOBLE I DEKALB WHITLEY ALLEN Boone NEWTON t___TCASS FULTON WABASH HUNTINGTON MIAMI WELLS _TA BENTON CARROL GRANT BLACK- JAY TIPPECANOE HOWARD FORD WARREN CLINTON TIPTON MADISON DE ARE s i t RANDOLPH FOUNTAIN MONTGOMERY BOONE o �PARKE J 2 ( I PUTNAM 1 HENDRICKS VIGO CLAY MORGAN JOHNSON SULLIVAN GREENE OWEN Job No. 21-056 SHEET INDEX No: Sheet C100 Title Sheet C200 Site Plan C201 Site Grading C300 Details C400 Erosion Control C401 Erosion Specifications C500 Landscaping (Not Responsible) C600 Utility C700 Specifications ADDRESS & LEGAL DESCRIPTION Tipton 1 Tipton Property Address: 730 N. Rangeline Rd. Carmel, Indiana 46032 HANCOCK Part of the Northeast Quarter of the Northeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: Begin 20 rods 7-1/2 feet South of the Northeast Corner of aid Quarder RUSH FAYETTE UNION Section; run thence West 185 feet; South 4 rods; East 185 feet; North 4 rods to the place of beginning. In Clay township, Hamilton County, Indiana. SHELBY DECATUR MONROE BROWN BARTHOLOMEW LAWRENCE KNOX MARTIN DAVIESS ORANGE PIKE DUBOIS GIBSON CRAWFORD POSEY WARRICK PERRY VANDER- SPENCER BURGH 0 JACKSON Tipton RIPLEY DEARBORI` JENNINGS OHIO JEFFERSON SWITZERLAND WASHINGTON SCOTT I CLARK HARRISON FLOYD FEMA FLOOD MAP \��� FN S TET , NO. 910326 STATE OF 0'� VICINITY MAP FLOOD HAZARD STATEMENT: No portion of the described tract of land lies within a Flood Hazard Zone as scaled on Community Number 18057, Panel Number 0207 G. Map Number 18057CO207G of the Flood Insurance Rate Maps for Hamilton County, Indiana maps dated November 19, 2014. The accuracy of any flood hazard data shown on this project is subject to the map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Map. AGENT Don Cochran 894 E. Village Drive Carmel, IN 46032 (317) - 810 - 1348 dcochran@insmgt.com Know what's b@IOW. Call before you dig. 1 2 101 5 VA 91 9 10 E F H NW CORNER, Net 19 $E�C'1710ra1 5-T 18t4-F43E BRASS BUG FDLPND EVER TIE'S z L9 ec ee GRAPHIC an 10 20 +10 1" 0, L Rai GAR VVI "HO-B ' 1=013 ALTA ! NSPS LAND TITLE SURVEY 730 N RANG INE ROAD 0.28 ACRES± W SMOKY HOW NORTki TINE, N:E 14 EO'Ti011 205418N-RAE SECTION 2&T1 gTq-FR3E IN TRll+ EW 0100331.17 TAX PARCEL # 1 -09- -08-G -0 .000 11 ST $ ' } EDGE ()F �t,5RHAI-�' 00 N -1 b (i Z 0. ENIF RA ��f ALON-G L I N.E, ITENCE ar�� "� FRAME GARA13E ' 510 SQUARE FEET ANGELINE ROAD FPM.E SHED I TOFFY FRAME VU1LQiNG,' cv SG SQUARE FIri=T� 1,315 SQUAEEht A.9 s aFNSTRVJ ENT#2001000M92 .4nn 0.28 AC E t �12,2D7.3 SQUARE FEETt) FENCE END D.SVV ROW OF ARBORVITALES. FENCE END I= RA1w,1 E STA.LIR D ON1.IlVl! OA E18 ..n s,-- - RHAIA FOUND 6 t IRiESAR VVXAP STAr, PEO TIRM F�HI�T g.�'iV. 1 .8'1N i 006�rFOIJIND rNVVCOAN� IN T, 420 o3p981 GRAVE INSTRf.1 1"EW ##20 0-080901 I _ TAX PARCEL #16-09-2,9-DB-02-08.000 rit J � - 1 SE; CORNER, NE 114 lECTION 5-T18N-R3E HARPOON MONUMENT FOUND PER Ti1JS I 14l.II it aliil I IlIrid . I11vilinmIr,l0?.Ivo i 1101)? 1 r114 iINrI10 1rwI1 NMrlll"loil 014AI'lor of lhtilt N1MF1011111l14l 011NIPII1r of k1Au1101110A, 1'1lwiti~I I i ha I'll Pi- hh, Mi11PI)N X Nil hh, Ar4aM1+1 illuili Atif 101111t.;WN1 111+ 1.01 00 M Id 11110 h1+111 COMA IiI i'f Ck�e Igiul ills, mi Cwnwr 0 wild, 0mT110 Wall.410 i, Iuii UWI10 411P 4110 i0011 04ni111 -1 ruds; l AMI IDD I'mot, f41r1111 4 iw1w 10 thm 1111w" to DKI11011,11. It1 Mmy lolrrl[o111f1, I r}11I11KOn �.'cal�lwt�i, �II�fIAII�It I AND 1014YON40 Wit 11, 1 � An+y IJA- vrlvaklmtl IF&IInll 1'i0,�Jrinrl 1tin INN almrAxw p1m of ftio-vn wcmlocated per ,rintrill Ix1411ArwMlllli'n 1Ir uAwii+ rrli'lrkimvA 14ri ihq vr«luno by 1f1dinw 811 (Ticket �111f1111lti+111104 hurl 1a.4i1IA141 VllhllDf M111}I'PNtIllltl Of impied. 1;� alb Flo la 00 ++c+t1lJfellq 1, WAel wall lip Wimp l rlill of infurfr-rrpliihlI 1a10110fA do undergo luad wrlCIIIrll, 01 NO la iN I"rlt11r1F 01' Onn ,P1w11iiltr 0C f1111T 1111 Mr 11,1111110, ID r11) OVeAt well V3, h aywilllDyn4lll, opo? , $140r itH11141I1i, Im ritual 11l abU) kor un1v oiniM96B arising 00i: of trla N(N1 11inq 01l(l,i`q I INo at Rlad1 111lArr1yation, `flin Plot of lh o u14 ty Rnes shown OR i5011111 p14k Of OWNMY hhrAdkit hn 0110111tlIt a 011:111 Itley are Mlivier I 1't J ':; 11 13'11 J T11 1i i+l 1.'101 1 M114111III 14 bar CM1111)p ill Ilirlllli b I I I* 14q(a(14,11ik" 5"A 41r Iill Pill thoy life exvvaled to ill 1101)1F 1 rl+:rLpl I111lin11 wlyh i1114 if1IWO 01 W0111114 114p eareallel r''t irwiN11i1i, 01 1J1 I i 1111W woo tNIll 1ril:lt11"M mi1111'r"th I'll INit I111111y 1tirilia, 0111ii111 eft AInnrlr+rr, ivriO kilinwin� 111kw dri P4ida llla nl fit Ii+t461PNk1611I 1tar I find 11i1alt+y00lik !ti'U01 1, L1liilw1111111 a'I'.0i11111iFIR. 111 lip 12, 111 Ill hllFwri4�+119 t, 11311001whi tgju'M11rpntlyl, +1111r1Q ul )11117100, Ill► rpladu Nu 1Q ulo alxuracy andfor protltlliu. cif the hitil11tlia tlirrlf1l4h;110 Ckm 00), klli•i iti4owiltll Ixr�l�li , f.4�eIF1lialrls. (: 1r�lf�lia all�i~riSl cxf 1r1ibiltitt lh+iI1 �tla)Via1a 11+>I (I��V#}I��rlaa4lalcli t+lflclrtt a3 grld#gr 1khJrd 1111041'V1114111ti1 ll'hrrdaealllarlll, OW lriralllopoioil aloo }lttt4ll'IY 0100rlhltl,i-t trN imlIXI1, Tha9 I111lmp%, ai IFS to 1lA hir"raolu l','!r a+~q rmlilli:iIUiv pilrpoeiil fir uso, lfirAudllg but W (1;4 of itvwltlori Nsiio g �i viiii V rl¢I'+n11NM1V Jw o pil way elrsh1 bo iviliii ltl Upon iliac lirrimmil In iolvi-l11eillim pral;wlrilllil en ykgoloo, wmlawl rnrlidrownemm, f4aod hazard 111tolvio u" Iif tltao r•n,al i'1a110to. it tfhn 01"Il 01 P66 mitt 1'yr'r:11+idill Irltorl"01,'illnn rolJi 1140g wtrrrtrl oni:1 wnifitmilm orliero), In rin 1twit wail SEA Ur#II111 Im oniployeen, agltr'ita, dial the ar}1nodowl Iim, t11A a a�Innaliomlem mi tram olaia•irea a6ltAll ffil rinllrrrl 1 ll mil 1;+Irr11 i 1i1Ie 11no1w. 111 NIVIIA, L1011161r1 Inr Arly dAlllrl0++ilk rll1101l? 111J11 lit lornb5litng and/or tll;;$ i ( 111J roW i�i�lerfllp I'4iii PtI-rwimpd 111twillAtut drl�le"n hamma avo i11#14901pod 114 14n of a4,OI Irifulttl0110►1, I.Jt11Arl 11101utty. h*Aliq Itr1 111414:tlllrlahim retWIVI% I)II00IT11111111AIlulOrly caf I11,01 Ir~tii Ililli n 40 prlll+i pltr 11111111.01, A41y I.l*ltwalli�rl cl1 i}I'I1llewlall� iil�1`lllllr�tl, iTwilpe�N, h1Fr++�lilr�, rl.ndl�r �ossibl� r1r1 ra5inrA1i111yril 1Vla 1hh 0044ftipiliAlo or v-Qi)Ifd 6f maillor 14 Iaa t d niatrar of sarvey. I1111 rwM-ii0)1)40 Fir 4It111 a;IIa o'l 010 h 1pol:11011 it1W I',r 4+ p+tt1+ +4 HPJ Ifltairpll411ii NPiIy"y on Afli n LUO l y11TWI lr Cilia Own 4ltikl101 1lo ilmntlillosl i11 ,ill rnalltiarl� W-W respeck try 11116 t1 a!1 �+Irili11t1 Iltlllk �lllli Iilallri lii�rlall`IlrrrM4h h�i�l'I1klki, i1�1�1�ar +rlr++l�hll�r� ti+iai 111ufraa�'111�111s noy rlght l rA pNnrlmrlull•In(i'I) iNnri rruitt+iri4 of ltthl, Irr11�1 lr1r� nlillr'If• Novi; woy Ilhllr-Mlivrio hL thomil# 1Mp we wVilrrlllp ur irwlwIMIvilimy itN line of Qccup.it n 14111901Mrn 11M1611411`i41I r41g1,WPoiliy ffkl+A) r aillMi4 Ow wilu11 It1 hria w itl+ ors ulitu, uromlittlelr dSlillp miriv lore NV*IMtol4 11) Ihv 411JI1011l t 11tndr01' this adjo irla WI i1i+11 MIP1+111141e11h 111u 41IIlipt'i Hrly IJ00 If; 1,041111.0111 owing h1 f11 thre OVAill011. 100011all at b414 a uhIt up lik mul"VOY 10191.140 Ali IX U111' W1 U01iIl 011 tl10 busto lhii wall at the 1WlII)1,y-f1w06 poouol conlidan *4 Two 0111v 04 tanihll'N11111 Pilmet CL1rpon'll owl'ORRIP'llp flit 111% Ik1wlNAO Alin AiQNnIna laa,l o:Ntetns rite Down l�ar aliltt lilJl11 all 11i11,11 I#irma I.r110yI011190, 'IIN4 1rknInlir11 ill 1111nA441my firir lwail by Any Oamnt'v Amilimpfiim rlrrsllttIs, MiIll Arly 001.411orinn`lii 11P;tirii h'llirt111r1 can l;kl# cmwllod from �J4 iiFIIr41411r1h1r1i 1ri MI I1rllw+a4 d I;i1 rl letflrltl 6 milwild ltl h11n1 11vok nrlai In 014 Gtil ILY flowl0mr'4 r 1`41ll! t1111J0110 A WIN% 111n1 iillllrlMlilty IN imas lihm 1111111t d UP 11PIPFIrI1ahum 10A, 11 may 1IhYPI III'MRrl tf4amill.1r "ll 11AVi11blM 111111 1101110 i411111e111k1. QliM*NM u1tfNliwIr111 Ilrrlmili allr il,,1'.(gA�1:J1Fii.i l [Il it%rwR )ply P.,II �1++)II sllt.iwrl wil 11111 WWII t1 voy pfNt l ulb iiw llu OvI1aolililvlli iilr owoulel4Oulh mW1111 Ille A 44*e iwh u4 Corwdy lilurvo v 11ruviijilt eplid 11iNr rMR4[I nliuW% IhRi the SubJec Rva l wol"Intr,+tre 111t0 of hill 14WOMA ri Al 010110. 900ix 4 rlut Wra"Iiillod 1)v 4011par is 1.NimI fir"Irl '01.2 01'A f:.irtlak f71•alo CR6. 1hlo1 om 0 lvopy rlc';nwolllhf bfil' m [ho iMrnrlllagrl eii N11 vwMlr111i nrivivi+r1114i11i9, 1 1.r_11.oij IP0 1.111000 lijm m� I II, 1rrllo4h nnlrhrl elrh orWihl1 N-M ina 10ff IN611 ON ill Ih11r 11'Ahn ell 10101 NON Wlifll leer rh A fi Z66 rtk,oiiall lell"Ni-51010 u,otlra 11�IJJ11104 ta141T1q Fk� sfj inNhilinca R61oo Maps (FIRM) artl Anal 111111r rI141ll1wi11111wf1 11i tree }1r1a nr% AIAit Wici M mto mill II N ul wlii+l=1111111 41 016111r4 0runty, Foda ra l 1wovidq; by AV U1111ra,f1 I'AIAtos l:Irlplihrfllutrlt h11 aIiMiJnlI�h4ltlell'l lion" lit Ill NIJI101.� ra1111101l'11A{ AXrInr11IIk$ri ill 111I1AG I�nitae'ltlway rrltirlmgmiv oiil ALIlli ny �lll'a11Ai. Ni t11eair **Isola. tniwacl air FoibllonipilfAli NN11 alit r 111wy woro f111 i11*61+111+11.1 M16111 11111111 PNI401t: hltl�t;�lir 11•111N1Ji. 111rI, i«j1•lhga�� #rlllidl•4t1111� 11111rw1a'V111�1111br1�r1, ir1�11ah h ri{a +++r1r,IrtrlCfi r+f I l�,a'ti�+lull+ia i+ia;�lli`l 111p anlitl,1 AN pfoilliall•1i' of 11* 41,r1ji1e l mAl #1 tlipli x '11 W ftla+.r RVIII 0111104114 JIIJIYA 1rlWl i'01"11tirl wc[I1 Plik4 14ii1VltiWN caWated find uflali a� Ni. 1111+ r°l l MiiIMR r I1�r r>I r;nrr�iah, 1.111rr1rlrclr, 'I V, lindi€na, k►1ap Yltilrw 1441,i1 etlarwilljr riirr;I11111iA� Ahnvili Ntiir liriailhnn rlt +1r111axmnnitlr 111q?rwrl�ir, rlgh#s r4iirn1117i 18r1bjf,�1 ' L^J', rirltl,il i�IT+jl�l�allR� i 1, lllil, arKi wv;I1�I fadJau tow located 91 W+rji, rvAIII".11M 4, aillV MMAN rug #IIIINr ulftul1rr110FAI141rae 1il WIIIiAI iihil murl"M��IIf WAS lt1 PleHA Zofia X unpilli#Isov, IsOm � ivitnin Cii-wrimilly Poiiiol Nurr119rk 180%1, 111�il l l tali vim" �M? w Kti.rl lrie',4.rr'ht WAI 1II l DIN 111 wi Oil JI Wl u 111i m v i WI1 4u tlllowl t-d 101kiriila 01il iHtlllitMk'i n ■IM follipt% 1*61:10od 110 Hokfolm Al Err flIllw1M ur Tillrs aKwri'l"y 61 Owl llriwl hr1tf1 d 01A ill1qWn oil 1111ri LA111A .uri'i+]1 # INI�HIViwki4! Kilo 111#ky IV1 i1p�1K1 0IU1l I�iliiYla,�M11, 41ia ��11�+111, 1h1+ 4�1 #iI'11 1+w4�Irfll y, 1lillrl C f1oI unto rreltinl a�Irir WIwr1y tu�Illll ail iota#Wiwi fill fcil.�i0rin or 1olevatka n all The Or 1111i 414riti otlit ilor ii a pmvi1i6 oumh Irllvmlltgl, 001s ivmblil 11' doiri o vW 111"Se ellrlrr+ulrr o PIoi;0 irlttlinAllQe Na11F Mnp. TI'r1* 1% fto�drw to a1<r miew w ilrflewh lim ongwrt ltiltiaton laa iitl4ly ylmll rir maht.wisiI14it ilY1L1�r1Yri111Y�t1t10, rirl4lrtag, Of IIII0 f''IMM rtit111lif Hb§1V0 i 011 l hll♦I 11011�9 �QI1Vrrl:WO lye la 1;{jr wrKrklllion W d01111aiof fiw�llNq, 4r'1i111'kWllyh� i�ai4+1IS1iitlw�ll, Mt111h+o, iIl'nl+lNri�. }I4��IIIq r�¢il11l1t1g1, Lill IW 9111-VWY 0114+irill, MI' ill I�PlullltiriIn, vvkov all IIvl. I1111 I1F I1r1Ui14 M.1, IIII I,Or11IrrN1 IA (he „ t'II I I l t.,N�', 111'11AI itil ill 11.11. 1.,P)r II' 'r-IY h,i F� I j II01N lN k1ilril�lti+ad #IJ1400� (11811 ulliltlu, a 1tl1�ri5lrl 1100 1lokud hilP, 1a011, tar 4441i1i111011�, WIPIP14a 1wti�a � l,laal+.+1 i� I�wli�rrlila+ i11r 1r14i�lIA 1Y} rJt11k ror lhri ilkakaJ�lrolc# Wnt+y I�orruraaerll Tlue 1I1iAc'x+i61isit4 o ow it w►rmIItI not ho ffin 4rtriell m lip 01A114 ?MAIIIJFffAhl tit III e+ra1111'rr, r1I1l1 td lnHllr+alxtli t�llffl 111n�, A mikt lar 1:li�rian to III& irlvililhrll f?umpony, h avlrq a TI ioltr'4A flit nllior �tlilrlrl►nrr>k, AIIMI� MirlillormIN fhriy 11fiVil1 ha+a'r1 r111t InmisilH, rend 4;larrr1r11brintli f��u1 F11rrh�lat' of �k�+1�1'�1 Jolild IN dcwlrlif jNgootive ,140nuaq 26, 202t. ftIiIi4 hays J1man Art#111li.111W 11lMiriAt111 IUI ai41+ill. surv� �rliloi, a t salpliaall L11114i wmtu +a•Itlukll w WIN"I�i.10duln a of Is k%a i I�Il1 ni11ti 11aliivo 1,100J) dtllllulhjll (In lllu si.iiVlry, swill1 baliV IderltlrLEW by their ` 11,101v IIIVIV hart 01fNiulical; of 00W 0 111111011YIVI14 tllwrhllrlirii M fIR0914102(10M. 0111*1101wilo 411voly the fSPI lkrll0ik40 111100 01 11l`lll -4#96 IRRI 4,+Llillt lipi}ll Owww iI101If II19y 6k h4111�1�1 IRUVoiV Il+nrkilr;t I im,r, ilikiI friar if1Ftillr+�v 411., w-rrny kllw 461k11d Noifill ryi 111aix1►11 51.11 lapyr r1lilml- 0 gViIA1111nnll Wilhi ragArii In IrR4 EaI)Ipct leaf Baru o- Mrf10f1F- 1A eiloiNtill 4011141(l1 113O 01014 01 th+itril dillArik-AN10 nfA NVA IlWhfl the ll AI*d 1q. Avolrltm+irlt r'FAIII' lri inu I)rriIaMrly 1.11ui k Instruir xiii 04(10H20938 - atunlcet 10Ai A114 I+iw11 VIAM 1`11A 141#11"IfI 11111y 11ftl1honlPhd W101 eAU!"Ird in rlrl� r+►h1�rh If1 rrniuiwll. ft'141i'1t11ri11if411 iil�ru} f#1t khJai �t��lttu, ih1F1Y11 r41ifi�l'�1F11�iilt II1A'� kira 1+afa1llllrleilyd I11 imill'1141111i w1oll h ai w I1v1111 J1hr.IW11 olOv fir 1MI 1fujIill gl h Iof 1rleilhM11t11ir11AI di;iiwira. VM L.ISTIx0 • MOil Ar4Il111U14ffi cif Nil, 1,#, I I i a f it ■ IIJ111uirja111 i! 01004246 - Blanket 0 11Yumol�, I [sy IJIifl1r111i1lrq t11mi rlieay 7MAIi1a14a Ilw AiY41viiI IVA wd lolluor 1� polaaly, oh"I l'11111i i 04libl"111A 0144 111iODIhhrrh. Nr11i*I't"IYZO4 wit 14PP-1 0loll Old 0lWfIII r l A114I 11AVA Imp? 1111vii1JllMh', i Mill a Ivelum � r,,i�IiF'i}Irwllii ��r1� I,�tiri1_! 114.111i'1 .F: i h A "I I40oli'lr 10 4.Ii14411.1a al a 11111011 ft$r MIA {1rNfiel 1A nA fe 111004 M1 I hi101. Ami 1'Iitwo,Y' prop 404 Fly Vii I �clrllf�nr141�+1, ill #'III+%hy 1%mlit7od 16 the %il-awIng, 'I liIm I11411h* iIt Im hrU& f4}r 1hlh 14moat IN 19mmlh I111 dolafM"OI 1110 1111hwIAN 60 nitil+fiialr,lh 11.1 Alloratilinno f L0 IA041 aoana r114 odlot line Id Ihm NA11111toiltl 4141olor Ott wilfiltlr4ll 06, I'fliiurllihllll 16 0141ilwii it. Nillllp Nui Ii 4r Maui;* .1 I;oot, w+ar � Md1lrlrllt-11e1111i P4fetlin rmomlillalian ' Kllol. All W. Thin axam mr1114Jmolli: Wily a illmiq l X lllllt IiI IIIIn*1firit+lr Blip MeI. Nalrt 0411101INlI#d 0r1Wow 1 111" mq Afr1141a Noul10 all Ole ONa.vou TW* IildVi's iew i2vill 4ruaalil? wril ll4ir+tk I uirI rr ill lrA ltlef i1ailJ N 14411`1011 11rC1I910101ir, rNt 1111i rttlllh-Uilrl ikweliilll Ix+41r 11 Ni1 It V) tAr1;I1v UI1r,1 111a1a Molls r Dr 00� Ai NJ I110 alila'vvy ai l wllia;h tl is baeed wQre 110rillil it Qreullxy Ill Now lirtf-nor 1•MMr;ordM, a+ linv1111 111U9 still fullij d #l� the MAdit }JI 1FD ovelilrldl with (116 2li?f1 Mlfltm{alil A101�1,IPQJ ik+lCl FWquirer enls 10F r1(j(11)4 RAI tV01fFl i' Nj'j1 lls4ki h oI'oAt1t iirl* rlOtlh iINP 1wf lih1ii, r;1111i111Mf 0401101, Al I'em mess 6ONO '11110 SLIf101Vii, �nlrlliy tlrfi+lbll4hlir44 N410 ia-cltaph%ld by ALTA and `ti~ia' trnlnr: of), 11firk4 or llh� yllrk+l YOil'1 i+4pwi. Wlirli gi1tiIolAir;ihiia pair 11%u dtfoa mpgl4s a hoti Ilrlii II-giiiliario I1ofits 1. 2, ;1, 41, Tloj, ?�ti��,11, 11, 0. 11 rim T3 of TElbla9 A Alto 9110fiFla hm.:'441ollrinl dlrodliallil rill I Allh'1, wrx+m1l, t An1 will N+irfrl wnM 111wld to 1hpiIiii TIhr111ahfl1wat1; wma voliVnimii ui �Nlirvary 2201, rliilillVlirl 41110 Aii1i1t11tiri Iii' 1h1i1 Gom1m, i11101114 r'iitid Tu Ihq t1l1N( Elf illy k1ww1'INJ11% 1plrld Ntrliibl 11111E ilivI110il plat tllilo 1'llaprosentN a stirvey phly'woml I1r1A11 ref wciliupM111m1r10IN M um Ill "PlypimFa111ml i1iv wahll 111 W u N I IlI111 110at Iuud1>« urlllllft illyli lii+IlliOO In iilwamiUnlluo INKh Thin 111153a Arlichal 1, ChEipter 1E of Il ive Woo h§IQ tliirhllol W"II tltiil III olIIt11 $ 401" Ole 0tl"IOtl 11 VO lih. 1.0im Ilmhw11i AiJrl'11rrlitilrrltl,rtr C+"wiill, Thv Iiiiii ryt?Aphlo cihbi waaal pethera d ualrrg trlrindlltrti rrtt110 oluryieVO4 1+1�ulin1p you with idle EtlVol:r4oiu totwk isivIllo1 rind d4taa + * 1k i1I �11II I i111t1Ii1'V■i+akl'M larritri�11L1iillJl 11�1111111 Owl 1ila i11t11Li1 E111r� uN1 i�1�1��iirtk� #'a7dliidlCJr#Ir1ahI4P�Ji1�r1 Gaiwlll%It�i�Ii1hF11p Ikil, Bali'; "Iniv Ili 1hAi161 MAN K0 11111M 11111.114 0111% Ill i1114 flwllhWing•, A. Ai1W1ab111tV mid 11F11-111illoill 0 r14brl-ir4011 Itlllri4ir11eliIN OiiiN of Alai tir Map-. Milr, h 11. D02,1 � Thor I€&W11111 illlrlllellwill11 w orik 411A'lu 11ll hilltl 11111 w;ulliviv ill 0-pe 0iholia144 Ouarle? W R 491.l4I1 YNT ION -MAK owr lI ili h IaM11t411i�r1 II�Ia1lY 01iriellyiAt uMaton i,u oolt Iy+I[10d11 ■ Mjilu A011iiax kmilid IIf rhtl4 a1r11'11111f oill t;i1r11 1 P. 1109isliMi njlsol Irfl+llIII Al 11116 F 4-ulhila10 pipvoli +� W 0rNiiiwl rill 10 lief Mtlht# IlI 11i1it lgim rr1u'1iNt I'Ari'1111' I +� Si�atiii t Agtllilea it ii *iiikat1i11111n yovio friuhr.r ril fir t•1Il#ir IPIi1 iififAtt11t4411irI varltiila for Wpis 11c11111I [,a+1111: 1yti11ti'++ytai f11„la 1fll"o I.1 iho sul'we1yaw loarll+ I ti1111 IN iii0jolrlurrl 419 Any vM110111111A 1141m b:,ttr1 tMiltirl�l A11111ixi1I1trJ rll1gr41"I. ■ rt4tu tlrili.F'r,llit of i,tlltii1lAvktV GI1la (uU DW J141 41LJr1111,a11hl10 or1d mly allwf11om.1111V1ito Allo1~rfl i orolill In 411lot 1110,9 f1wll, 1110re of 19ION, 111.1 1 '.i � I I� ��f 11w lA IXrfl� �1 I I +itllnll, 11r1r11,f Il1u p10f101004 ttk► pgrjmy, Ihok 111N10M II{poli iomi x aUl@ cure to 1'I (141 i rlrl�lf1 pry kARNWrin iir111w1 m4itlim rwle0 Bilifo1ni ;riahril l{lljl ri 14mllllf In mm 1ftiwinivi ii I Ir~i l& fiqu m d 1 q law. r W+ cull tdtiuv Ill lip 1,0 1110 Atli Jkl I of iIIli I1W111 IllIo- T11to Ilw1i1111 i+rlI,lirk pit ilie TUNN Mi 600N. 011r111 All INn1r4 611110 IIN0 Owl a'a'itrlN 11111:4Il,l RPM 10 rlt.It Ili Illlll. + A W4MI fall-Qu 0104 U0 t111i wtltrlri III IV 11.9 Ili 0.0 food wituL �'1111i 111I411f�rllill w1+111r iNxlpltrl.�l 4�y'111rIIm M. Dtir y. am 1� 111Y1r1r10111110A irlrll ON lhlll Afifi till ID 1,M N114I 1111ril I� *Hie 1mohl I1r11111611 wlthlrl WM p11j+00AI 160c wion 0? roonf1A11nr41 1041 I'lul irir11niall, At (111at OMInIV Ofl'1RIAI1 W/ It1wao 011mroliij111f11arll le o 1Iio11 to mr it oo, a GI,+il'Ilyr or Ivilbigully 41 010 f1la+wd 1111V 411p1Ii11I1 w INN 4r9 UlfAdji:41iiir,$ ililryllr�ilttiifr4� wsu 1'iR rolollleltlll'w p lif llwl+ I1mon id 11101 NuIAN61 lroi;l iy�lft tltl f iliri�ll'111Jr11il�r + 1qu Irlritls W Ow411110DO lit 1110 or +)mild 11114ai WA-0 tili1iJiyal d dilliwiu 11115 0. '1111i Iwheiirwiil luidlIMilea4 ALIVlJril y of 11111 1lllili�tlifArrliiillli Trutt iviiYr41r 111MN 4 01 ItrlunMalw Q111 4101 11wi1w 1Jy 11wt1 1,11110 lair lodhmrlil, s: 1101I411' to al m 14111r WOA ilahlill +1W+4 Mr04.11A 1:Ili h1v V fifi'11f1! IlliXiliana 46032 Flihiiimo1,11 �, BM 'a'141 lr+nk' ,i17.844.3363 Iris nilrinrli y�lrtn.a"Ir1m v3co.wm Su O m - fide. nilsta R Engineers OBCIION 7!11 - MVVN Fi HIP 1011011"I TO -RANGE 3 EAST UAY I VNN�1111P. 11AM1rJON COUNTY ALT INSPS LAND TITLE SURVEY I4I' RACEWNT SURVEY Pw UARP.0 v.0 : 01111.11AR ('-O rll~lJER IAL 1�114 6 I1A1401 11Nf-- ROAD AN C-1 , IN 46632 F)RIG3 i:r-,G-r0 WOOD r Eli UNDGRGROUND GAS LiNES +,- ;{ • — 0V1''10 C (YVERHEAD UTILiTY ,�..:, - - — ... ,— 53EC'1'10W Li'N1; (AS NOT Eft) �-: w1Jrr11�Jl+rr .l E19Vif,30ARY LINE C 0 NO A E'fiE CURB P AtTE� t1PFkJ114? AT 11 1 11 AN OMDaION elA6QUI A74 Iw+r+A1 1 If hll+ I IVIE �1SION i~I ll�l�a liktl i #w hJt�i 4 Dif,litllr -0- POWEIN POLY r.1 1,10111 N fArIVA1413 OV I#1.VC11 RIC MO,4rI.,H 11N OAA IM N4 0 WAI'94 Yk4iXlu ! YV TC14 ME1' ou"Vi1y MhRKEN CONC. C.QNQNETI; 4 ICANI N MAC" - IW a t 1- SCALE I�F1�rtava�l+.1 C`�y; `3"iv1� IIiiiii a �f �6 1 II, Wta ''rI 02i i 6to 01. 11 1 Reference -ff-: Project ember, 210098 1 Of 1 Cj �G5 + ���P+ y 0 G� / G� PCB + Q �h' ,PG P �,P �, + 000+`' Q�� /-81&4SH ENCLOSURE:Q� �� , R 00 FENCE FROM GAR COR Q + 0 +0 �0 + 0 0 � + G5 + 6 lb +F� ���o0 000 000 + +G� h� h`D �)- P °� EX. SINGLE I ° +4, STORY GARAGE +G (APPROX.552 S.F.) EX. FINISH FLOOR=816.79' , FUTURE FINISH FLOOR=818.50 fib_ 3 SITE ANALYSIS TABLE ZONING B5 Business TOTAL PARCEL 0.35 ACRES PARKING RATIO ONE (1) PARKING SPACE FOR EACH EMPLOYEE + 3 CLIENTS = 6 STANDARD PARKING SPACES (9'x2O') 6 HANDICAPPED SPACES 1 TOTAL SPACES PROVIDED 7 BUILDING REMODEL SQUARE FOOTAGE 1,360 sq. ft. Parcel Identification Number: 29-09-25-802-007.000-018 SITE UT GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft 0 0 6 BOAR E �1b e o -� �� o + o + G5 6 5 ��h® I� N �� ��N, II �� 0 0 CAOAQ SOED +G M.F.P. GRADE=816.50 ° 0 G 1b lb Q 0� + 0 CO + G � 1b F 00 1 100 ��5 � I +1 b0 Ok I ONG� +G� / +G I +0 G� I I 0� + + �0 \ 7 CO CP ° I co � + 6 1b \ +o Cp 0 L� CD +CP tp 00. G�b�5 +G� 0 0 ^ P �00 GA ,.�F\/FR('RFF-I SHRUBS--o� Know what's below. Call before you dig. 0� 40 G� 0 820 _/ 0 ,� +G 00 I F �0 0 00Q� 000Q� ��Q PL�000°0� + �� L HIGH W tioF N ���,� �� ��� O+G I + 0• N� N/� 10 18 ° +� 2" x 31 ' Sl J ry Cb 730 '01� +G� G� lb N�� 1 1 0 ^� EX. SINGLE STORY HOUSE 00+. (APPROX. 1,360 S.F.) +�o FINISH FLOOR=824.32' +G5 +10 G5 +� . 0 NL �N + + �N - �� / lb5� IX- ac'0 0 0� �5 �T 0 � +0 +0 + G / �+ b �T / - 0� + C) lb +k, VV \ � 4 PN C TOPOGRAPHIC SURVEY GRAPHIC SCALE I 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. N0. 910326 - STATE OF SITE ADDRESS:XNpIANP PJ Alterations SS/ONAL 00 525 SHERIDAN ROAD NOBLESVILLE, IN 46060 50 i �61 / N a I n LAND DESCRIPTIO14 Part of the Northeast Quarter of the Northeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: Begin 20 rods 7-1/2 feet South of the Northeast Corner of aid Quarder Section; run thence West 185 feet; South 4 rods; East 185 feet; North 4 rods to the place of beginning. In Clay township, Hamilton County, Indiana. KEYNOTES 1❑ PROPOSED DRY POND 2❑ PROPOSED ASPHALT DRIVEWAY ❑ 9 PROPOSED ASPHALT PARKING LOT ® PROPOSED HANDICAP RAMP ❑5 EXISTING AC UNIT © EXISTING 6' WOODEN PRIVACY FENCE 71 EXISTING 3' PICKET FENCE ® EVERGREEN FENCE ROW 9❑ EXISTING CONCRETE SIDEWALK 1 o PROPOSED CONCRETE SIDEWALK 11 PROPOSED EXTERIOR STAIRS 12 PIPE BOLLARD 13 RETAINING WALL 14 STOPPING BLOCK 15 CONCRETE STOOP WITH 6" STEPS TIE IN STOOP TO CURB 16 GRASS OR LANDSCAPING 17 PAVER OR CONC. PATIO 18 SHOP SIGN 19 INVERTED-U BIKE PACK ®o FLOOD LIGHT (FOR SIGN) LEGEND 000 Diversion Swale Edge of Pavement Face of Curb - - - - - Drainage Easement Property Line Evergreen Shrubs Sidewalk Existing Storm Drain 3' Wooden Fence Existing AC Unit 817.80' Spot Elevation DEMOLITION NOTES: 1) REMOVE EXISTING SHED COMPLETE. 2) REMOVE EXISTING PATIO. 3) REMOVE EXIST DRIVEWAY. 4) REMOVE EXISTING RAIL ROAD TIES. 5) REMOVE EXIST CONCRETE 8c CONCRETE STEPS. GENERAL SITE NOTES ANTICPATED START CONSTRUCTION DATE: October 1, 2021 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR.THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED, 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND/OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: 40th PARALLEL SURVEYING, LLC 11. REPAIR, REPLACE OR MAINTAIN ANY/ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12. FOR ALL WORK WITHIN LIMITS OF RIGHT-OF-WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXPECTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 21. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 22. COORDINATE ALL WORK WITH COUNTY, CITY OR GOVERNING UTILITY AT LEAST 48 HOURS PRIOR TO THE START OF WORK. SITE ANALYSIS TABLE ZONING COMMERCIAL TOTAL PARCEL AREA 12,207.29 SOFT = 0.250 AC LOT COVERAGE RATIO PAVEMENT/SIDEWALK = 4,791.60 SOFT LOT COVERAGE RATIO GRASS/TREES = 4,356.00 SOFT LOT COVERAGE RATIO BUILDINGS = 1,742.40 SOFT LOT COVERAGE RATIO = 53.53% TOTAL DISTURBED AREA 250.63 SOFT EXISTING SITE RUNOFF (�10) DEVELOPED SITE RUNOFF (q10) Qd=CIA Qd=CIA Cw=(Ci X ai)/A Cw=(Ci X ai)/A Cw=(0.9*0.04+0.82*0.04+0.3*0.17)/0.25=0.49 Cw=(0.9*0.04+0.85*0.11+0.3*0.10)/O.25=0.64 I � Tc=10min; 1=4.37 in/hr I � Tc=10min; 1=4.28 in/hr Q=(0.49)*(4.37)*(0.25)=0.54cfs Q=(0.64)*(4.04)*(0.25)=0.64cfs NOTE- DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPARID TO THESATISFACTION OF THE CITY AT THE COMPLETION of THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION of THE RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, C AFFECTED CONSTRUCTION AREA. EXISTINGONDUITS, SERVICE LINES, ETC. IN THE UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ENERAL NOTES: c; 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, 2010 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF ko CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CID CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION q� AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. _4 3. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND INVERT ELEVATION ALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION. 0 \ \- QQ 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED I AREAS SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH �0 INDOT SECTION 211. \ 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX Cb \ INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL \ FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM �< \ D-1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL �� SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN �P� p p Q�p�� �'T I L �Q l 0 G P �c, Q 0 ACCORDANCE WITH INDOT SECTION 211. LLJ +p� + Q��h 1 P0� Pp ,PO ��P I �JP Q�� \QQ� Q Q 0 Q p� L �� Op0 \� 6. ALL EXISTING CASTINGS THAT ARE TO REMAIN ARE TO BE ADJUSTED BY THE 00 �G� �, \ 8 -/ Q� Q� Q 0 0� 0 0 0IQ 00 0 + O Q \ 0 op pop ��� 0 000 \�� 00� \ 00 \ 0 1 0 0, J / CONTRACTOR TO CONFORM WITH PROPOSED GRADES. MEG q o \ 1 p 0 0 �o� q o0 2 �G� _° ° F pQ L °� o 0 6 00, 5� q 0 q ° 40 °�b� ° °_ \ ° 1 °-\�Q°� +p +0� E c) ��/ 7. SEE SHEET C201 FOR SITE LAYOUT INFORMATION. IF 1b ° o p0 �,° 815.95' �G5 ro_- gG� F + \ o ' 0\ �0\ 00150 �Q X 8. SEE SHEET C600 FOR UTILITY PLAN. 815.90 p �� + + �� �� `� w 0 9. SEE SHEET C401 FOR SOIL EROSION CONTROL. 0 °. �,�EO�00 0000 �� �0 \\,� \� \® 820-� \��� +�'� J o CO. p 816.20 \� \� + 0�\ Q� �� �0 815.94' Y i - 5 A�PHALT 0 + �. �° 0 t� N 10. SEE SHEET C300 FOR SITE DETAILS. CO. �� - \ + 0 816.18 + 0 J� \o \°�` ���� 820.89' �/ C����,5bi q, 0 41 C�RIVEWAY �� �Q� Q\� \- C;j \I� 8 01 Col 11. MAXIMUM LAWN SLOPE IS 3: 1. �� , w z N EX. SINGLE r �, \ / + ° ✓`� _+C� STORY GARAGE \� �� �/ ° � s2o 60' / I Q-P q ��� 0 ��\� \ \ o� 819 9T N I# +p 0 �� 12. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, o 0� APPROX. 552 S.F. �q�_U, I +�' q 0 819.3 ��� ��°� ��� \ ► \� CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. �+ 817.34 q 81 .31 \ p� + + 0 \ `b Q 8 0.85 + L + EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH + + + �' AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY o EX. FINISH FLOOR=816.79' �o / +�. \ o o° \ 820.85' o ° 5��� +� \\ \ FUTURE FINISH FLOOR=818.50' ��\ �� STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN �� ,� + 818.88' o 0 5 \� �� COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED 0 �' - +0 M.F.P. GRADE=81C.50 0� �v 16.98 4 WIDE DEV�LK +p5 \� 820.85' T 5 N N-+`) 0, RESPONSIBILITY OF THE CONTRACTOR. o - Q 816.92' o NG 0 1 / 0 8 .58' o� N - - G 0 0 o o� 8t860''' 730 0.94' �0 ����� 13. TC - TOP OF CURB - TOP OF CASTING 815.75 0. o o �� 0 �� ° +J ' r \ o Pv+ 816.4 ' +G ��`� 820.50'C, lb1 TW �°� - -` + �o o�� 14. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. �d Q o\ p \�� � P� 820.85 EX. SINGLE STORY HOUSE \� ��\ M + 0 P ° �o� 81 18 �+ 817.42' 81 .50 QP Q �' 116 Nco"� �60 \5 0 / / + �°"', (APPROX. 1,360 S.F.) _ _ _ �' 15. ALL SPOT ELEVATIONS ARE ON U.S.G.S. DATUM F� + ° 816.40 816.68' 16.8�' 819.71' FINISH FLOOR=824.32' °0 Q�P�� 16. COMPACTED "B" BORROW BACKFILL REQ'D. OVER ALL UTILITIES IN PAVED r� 1+ L + AREAS. � PARKING (' \ + o `�_ 0 5� o �N \� °o° � \� LOT 0 s 0:5d' ` 824.30' Sw °° p� �Q GRADING NOTES: o\��P 0 816.50' \ +p�' �I� 817.1 ' �� 817.82' 0 f821,.17 00 STAIRS RISE 6-3/8 PER �0. o \ �N 0 5 �`' I \ �O Q� 4\ STEP 10" STEP MIN. 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST ��`�� + o° 4" WHITE �� 0: o FOR ANY PONDING AREAS AFTER INSTALLATION AND CORRECT DEFICIENT AREAS. 0. Q- y 0 o t9 +� + L L ro o PAINTED LINE \`' 8 0.50' - --- - 820.62 �� Vo 'b \5 0 �o Q ° oo \ P +�' +p \� Q 2. PROVIDE SMOOTH TRANSITION FROM NEW ARES TO EXISTING FEATURES AS ° 00� �G LOCATED BRICK PATIO \G �, �� NECESSARY. \ o + 4 0 \ �P5 oG % = o o °o � 00 � ' << 5 0 „r + � 0 �j o 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING Q \ \ 5 PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH q l F 816.82' ° 0 18.32 L �� o � L JPOG� 0 �o o �G`' o° 0 2 + $ o00 0° vd P� 0 0�' G� ■ TACK COAT MATERIAL. THIS INCLUDES NEW ASPHALT WHICH HAS COOLED OR �G5 \ �, 817.34 o + ° 00 p 30 < 0 000 �2 \ I \5 '� �Q �� BETWEEN LIFTS. ° 0 + o p0L o00 / / + 0 000� 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING P� P°��o q �° ��Q MEG +QQ /+QQ +�Q +FQ +Q AROUND EXISTING UTILITIES SO AS NOT TO DISTURB AND TO MINIMIZE OR MEG Q +� ELIMINATE DAMAGE TO THE EXISTING SYSTEM. QQ +F \ MEG MEG PROPOSEC LOW LINE \ / 0� 5. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE �- � \.�� �� FINISH GRADE AT 112" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED +F EXISTING FLOW LINE T C 1 6.9 5 MIN I ��I GN. \ � ACROSS THAT SEEDED AREA. TC =1 6.2 3 MIN I \ \ 6. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED 0�Q / DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, 0 SUBCONTRACTORS, OR SUPPLIERS THESE AREAS SHALL BE RESURFACED OR GRADING PLAN01+ ,- �� RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE \. CONSTRUCTION WORK IS COMPLETED. 7. NO GRADING, EXCAVATION OR STOCKPILING SHALL OCCUR WITHIN THE AREA 0 22� /� MARKED AS OUTSIDE THE CONSTRUCTION LIMITS. 0 GRAPHIC SCALE STORM SEWER SPECIFICATIONS: 10 0 5 10 20 40 5� 1. STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN 0 ( IN FEET) ACCORDANCE WITH INDOT SECTION 715. 1 inch = 10 ft. 2. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 \ AND 715. 0 ° +v 3. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN F TBASED \�y� ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR NOTE: DESIGN OTHE DRY POND IS ON SECTION 302.04OF THE OND IS STORMWATER MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C-478. TECHNICAL STANDARDS MANUAL. 0 4. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. LEGEND THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND NOTE: DIRECT STORMWATER DISCHARGE AT STORMWATER MANAGEMENT N TES: MATERIALS NECESSARY TO COMPLETE MODIFICATIONS ACCORDING TO THE UNIT NORTHEAST CORNER OF PROPERTY. PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. THERE ARE NO OTHER POINTS ON PROPERY 000 Diversion Swale WHERE STORMWATER MAY DIRECT DISCHARGE. The storm sewer system shall be constructed per design specified and as 5. THE CONTRACTOR SHALL PROVIDE AT LEAST I' OF COVER OVER ALL STORM approved by the City of Carmel on the final approved construction plans. Edge of Pavement BENCHMARK DATA SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. Deviations from the approved design shall only be permitted due to special Face of Curb NOTE: NO EARTH DISTURBING ACTIVITY MAY circumstances or difficulty during construction and will require prior field REFERENCE BENCHMARK: TBM 6. ALL DRAINAGE PIPE AND STORM SEWER OUTFALLS TO RECEIVING MANHOLES COMMENCE WITHOUT AN APPROVED STORM approval from a designated representative of the City of Carmel in addition - - - - - Drainage Easement MONUMENT TYPE: HUB AND CAP SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH HAMILTON CO. STANDARDS FOR WATER MANAGEMENT PERMIT. to supplemental approval by the design engineer. An explanation of any such Property Line GENERAL LOCATION: SOUTHWEST OF HOUSE STORM SEWERS. deviation shall be included as a requiremnet on as-builtlrecord drawings COORDS: 1725404.05 N, 198959.78 E submitted for release of performance guarantees. Approved design slopes Evergreen Shrubs 7. CASTINGS NUMBER SHALL BE AS SHOWN ON APPLICABLE DETAIL FOR identified as generating velocities of 2.5fps or less or 10fps or greater (at Sidewalk ELEV: 820.18' NAD83 MANUFACTURER, TYPE AND NUMBER. ALL CASTINGS SHALL BE NEENAH OR full flow capacity) shall requre as -built certification at the time of Existing Storm Drain EAST JORDAN APPROVED EQUAL. construction, prior to bockfilling the pipe. The contractor is instructed to as -built each section of storm pipe as it is being installed to ensure 3 Wooden Fence B. ALL SSD TO 6" DOUBLE -WALL, SMOOTH BORE PERFOORATED PIPE. compliance with the design plans and as approved by the City of Carmel. Existing AC Unit ON .0 C� , 9. ALL STORM SEWER SHALL BE CLEANED AND TELEVISED AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. ® Spot Elevation817.80' N0. 910326 - No. Date Revision ^ D Site Grading Date 09/05/21 MEG Match Existing Grade STATE of 1. 01/06/22 Revisions Per Carmel N Alterations Job No.�NDIANP \. 2. 2 14\ Revisions Per Carmel21 -056 c� ENGINEERING M.F.P. Maximum Flood Protection Grade ""',S,S�ONAL �\'�\ Know what's below. Scale 1 "=1 0' 9 9 0 W . Oak I� Street City of Carmel Clay Township, Hamilton County, Indiana �� Zionsville, IN 46077 Design By Drawn By Checked By Approved By Sheet No. LCall before you dig. (765) 485-0000 CCB DMD C201 " A TYPICAL ASPHALT PAVEMENT SECTION 1 NOT TO SCALE C300 PROPOSED GRADE 1 /COPE MIN. 1-1/2" E3 6x6, W1.4xW1.4, WWF COMPACTED SUBGRADE NOTES: 1. SAWED JOINTS SHALL BE CUT 1/4 DEPTH OF TOTAL THICKNESS OF SLAB. 2. CURB SHALL HAVE 1/2" EXPANSION JOINTS © 40'-0" MAX. AND @ ENDS OF RADII. CONTROL JOINTS @ 10'-0" MAX. UNLESS OTHERWISE NOTED. CONCRETE WALK DETAIL 2 NOT TO SCALE �11 FRONT STAIR PLAN r8 NOT TO SCALE C300 8" Min. Low Permeable Soil Retained Soil Unit Drainage Fill (3/4" Crushed Rock or Stone) III Approximate Limits of Excavation 4" Perforated PVC Drainage Tile / Wrapped in Filter Fabric (If Required) Keystone Cap Unit (890.00') Keystone Compac III Unit Finished Grade (886.83') 4" - 0" 'r i I =1 I I-1 I I-1 I I=i IE"'—" Unreinforced Concrete or Crushed Stone Leveling Pad Foundation Soil BLOCK WALL SECTION r13 NOT TO SCALE C300 2" OVER 24"x1/2 DIA. SMOOTH BAT AT 18" O.C. GREASE AND DOWEL CAP w/ BAR STOP AT BOTH ENDS 1/2" SEALANT .° o a �uf1/2" EXP. JNT. FILLER EXPANSION JOINT o �1/8" SAWED OR TOOLED CONTROL JOINT ° a �. :'A °. m ° G CONTROL JOINT 24"x1/2" DIA. DEFORMED TIE BAR @ 18" O.C. 0 N a . 'D a'.'° LONGITUDINAL JOINT NOTE: CONSTRUCT EXPANSION JOINTS AT 40' MAX. AND CONTROL JOINTS AT 6' MAX. UNLESS OTHERWISE NOTED. CONCRETE JOINT DETAILS 3 NOT TO SCALE C3OO FRONT STAIR SECTION r9 NOT TO SCALE C300 -H N 00 18 >, — M - I Compac III Elevation Compac III Plan Compac III Unit Dimensions May Vary by Region 0 1.18" / 12" 18" Cap Unit Elevation Cap Unit Elevation 12„ I +I +I 1P Ln 0 0 18" 18" Cap Unit Plan Cap Unit Plan Universal Straight Split Cap Unit Option Cap Unit Option Dimensions & Availability Dimensions & Availability Will Vary by Region Will Vary by Region BLOCK WALL DETAILS r14 NOT TO SCALE C300 LJANIfI DAII 18" _: ALL STRIPES TO 4" PAINTED �4" TYP. HANDICAP PARKING SYMBOL 4 NOT TO SCALE C300 ) (TYP) 2" OVER, 18 GUAGE HOT DIP GALVANIZED NON -REFLECTIVE BLUE SURFACE SILKSCREEN WHITE LETTERS 3" DOME FILL POST WITH CONCRETE 4'-0" 4" PAINT TRAFFIC YELLOW ao 6x6, W2.9xW2.9 WWF TOP OF ASPHALT 1/2" JOINT SEALANT C 1 VAN oo PARKING PAVEMENT ELEV. 6" DIAMETER— kCCESSIBLE SCHEDULE 40 STEEL PIPE PARKING ONLY 1" RAD. 1" RAID 0o o oo 1" CROWN ALL CORNERS ALL CORNERS 0&0 a o . 1 2 K12' P GRADE SURFACE o 12" COMPACTED AGGR. BASE #53 1/2" PREMOLDED ' 7' ABOVE ` EXPANSION JOINT ° FINISHED GRADE REINFORCING STEEL TO BE MATERIAL CONCRETE FOOTING EXTENDED INTO CONC. APRON N o P ° POST SHALL BE 2" O.D. GALVANIZED STEEL '° WITH GALVANIZED CAP. SET 12' LONG POST 3.5' INTO GROUND. CONCRETE STOOP s D , , :� ACCESSIBLE SIGNAGE r5 DIA. NOT TO SCALE NOT TO SCALE C300 C300 12" MIN. LJANIF) DAII REAR STAIR SECTION 10 NOT TO SCALE C300 ) (TYP) 4' REAR STAIR PLAN 61 NOT TO SCALE �11 r\/Irl-FIA I/I /IMA flr n4 r nn PLANTING SOIL 1 10 WIDE DRY POND 15 2 0 C300 910326 - STATE OF �AND I ANP E<v SS��NA� NOT TO SCALE EXISTING GRADE NO. 8 WASHED STONE 8 MIL. WOVEN GEOTEXTI LE PIPE BOLLARD NOT TO SCALE C300 1 7/8" LO SUB —GRADE N INVERTED BIKE RACK 12 NOT TO SCALE �OO GRADE VARIES FROM 1 816.82' TO 816.18' 1 2' WIDE GRAVEL FILTER STRIP NOT TO SCALE 110 LBS / SYD. BITUMINOUS SURFACE #11 220 LBS / SYD. BITUMINOUS BINDER #9 COMPACTED AGGREGATE #53 (2 LIFTS) NEW PAVEMENT 6" DEEP X 24" WIDE RIP RAP OUTFALL 816 - SILT FENCE (SEE DETAIL)-\ L BMP BASINS(DRY POND) SF L C ap. W Z., n! r 0 Q / - d(L,o ao c�r;LO La 00 5C GAP D / C�l 6z�' I \ SF SF SF SF 000 000 000 CONC WASHOUT \ ASPHALT (SEE DETAIL) I l DRIVEWAY EX. SINGLE STORY GARAGE G Ng / (APPROX.552 S.F.) \ /l / EX. FINISH FLOOR=816.79' \ FUTURE FINISH FLOOR=817.79' / M.F.P. GRADE=816.50' / / CID I ASPHALT BMP GRAVEL FILTER STRIP PARKING LOT CP P�4" WHITE 0 - -- INTED LINE \ 00 Y P I 3. I A S S S S GRAPHIC SCALE SILT FENCE (SEE DETAIL) 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. SF SF CONST UNION ENTRANCE L SF 2C 730 EX. SINGLE STORY HOUSE - (APPROX. 1,360 S.F.) FINISH FLOOR=824.32' ANY TREES THAT HAVE BEEN DROPPED DUE TO CONSTRUCTION ARE TO BE MULTCHED FOR USE IN THE LANSCAPING AREAS. EROSION CONTROL PLAN STORMWATER POLLUTION PREVENTION PLAN PURPOSE: ALERT PROCEDURE FOR SPILLS: The intention of this Spill Prevention, Control and Countermeasures (SPCC) 1. Any personnel observing a spill of oil will immediately instigate the is to establish the procedures and equipment required to prevent the following procedure: LEGEND discharge of oil and hazardous substances in quantities that violate a) Dialing (911) from any telephone. applicable water quality standards, cause a sheen upon or discoloration of b) Notify the owner of the property AREAS TO B E USED FOR TOP SOIL the surface of navigable waters or adjoining shorelines, or cause sludge or c) Notify the appropriate emergency personnel. (911) emulsion to be deposited beneath the surface of the water or adjoining Noblesville Fire Deptepartment. STOCKPILE shorelines. The Plan also establishes the activities required to mitigate such 2. The Emergency Coordinator will then take the following actions: discharges (i.e., countermeasures) should they occur. a) Notify maintenance to barricade the area allowing no vehicles to AREAS TO BE PAVED FACILITY DESCRIPTION: enter or leave the spill zone. The building consists of a one story church for worship services on Sunday b) Notify the Indiana Department of Environmental Management and meeting throughout the week. The building will have public sanitary Office of Emergency Response by calling the appropriate 5V O`er ` PIPE RIP -RAP sewer and public water. There are no above or underground tanks at this telephone number: facility. Office 317-233-7745 - Toll Free 800-233-7745 SCOPE: Also the National Response Center at 800-424-8802 and - }-So M N Definitions: provide the following information: CONSTRUCTION DRIVE TEMPORARY CONSTRUCTION DRIVE . Time of observation of thes ill Oil: means oil of any kind or in any form, including but not limited to p petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than • Location of the spill - - - - - dredged soil. • Identity of material spilled .. PERMANENT SEEDING Discharge: includes but is not limited to, any spilling, leaking, pumping, Probable source of the spill W W W .V W W pouring, emitting, emptying, or dumping. • Probable time of the spill Navigable Waters: means all waters of the United States that are connected • Volume of the spill and duration with a navigable stream, lake, or sea. (Note: This definition is usually • Present and anticipated movement of the spill EROSION CONTROL BLANKET interpreted to mean any wastewater (even normally dry wash or storm 0 Weather conditions sewer) that eventually drains into a navigable stream. • Personnel at the scene • Action initiated by personnel SF S I L-T FENCE FIRE CONTROL: c) Notify the Noblesville Fire Department, Phone: 9-1-1 a) Portable ABC fire extinguishers are located on construction equipment d) Notify the Hamilton County Sheriffs Department, Phone 9-1-1 °°° °°° °°° DITCH C E and the construction trailer(s) throughout the site. e) Notify waste oil recovery contractor, maintenance personnel or ( b) The Noblesville Fire Department other contractual personnel as necessary for cleanup. f) Coordinate and monitor cleanup until the situation has been INLET SEDIMENT PROTECTION PLAN REVIEW AND AMENDMENTS: stabilized and all oils has been eliminated. (SEE DETAIL) This Plan shall be reviewed and/or amended, if necessary whenever there is g) Cooperate with the IDEM-OER on procedures and reports a change in the corporate boundary, construction, operation, or maintenance involved with the event SEDIMENT BAG PROTECTION which materially affects the site's potential for the discharge of regulated material. CLEAN-UP PARAMETERS: (SEE DETAIL) 1. The Emergency Coordinator shall be continually kept informed by his PREDICTION OF POTENTIAL SPILLS: staff and maintain lists of qualified contractors and available 1. Nearest Navigable Water Voc-trucks, tank pumpers and other equipment readily accessible for On -site detention pond cleanup operations. In addition, a continually updated list of available 2. Drainage System absorbent materials and cleanup supplies on site will be at his All storm drainage leaves the site by open ditches and closed storm disposal. systems to the dry detention pond on the East, and then through ditch 2. All maintenance personnel will be made aware of techniques for systems to the River Avenue System. prevention of spills of petroleum materials. They will be informed of 3. Possible Spill Source the requirements and procedures outlined in this plan. They will be The possible sources of an oil spill are limited to parked cars/delivery kept abreast of current developments or new information on the trucks leaking. Other possible sources of spills would be from refueling prevention of oils spills and/or necessary alterations to this plan \\NNCB 9 P P 9 P ►Y �S q� lawn mowing or other yard equipment. These types of spills would be 3. When spills occur which could endanger human life and this .�G�STER�;. c - O N o contained immediately with absorbent materials, such as saw dust, kitty becomes a primary concern, the discharge of the life saving litter or sand. protection function will be carried out by the local police and fire 910326 = 4. Groundwater Contamination departments. b `. STATE OF �� The facility maintains NO above ground or under ground storage tanks at 4. Absorbent materials, which are used in cleaning up spilled materials, AND I AN.P.. �� this site. Therefore, it is felt that there is little or no possibility of will be disposed of in a manner subject to the approval of the ��11�p�-SSXONAL �' ` groundwater contamination. The facility does have city sanitary sewer and Indiana Department of Environmental Management Know what's below. YY I'' I , � I city water. 5. Flushing of spilled materials with water will not be permitted unless 5. Potential air borne pollutants are, Diesel Exhaust, Burning of trash and so authorized by the Indiana Department of Environmental wind borne silt and looses from site construction equip. Management. Call before you dig. 6. Use designated area to contain fuels and other contaminants. Use secondary containment for these items. QN Y SEASONAL SOIL PROTECTION CHART STABILIZATION JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PRACTICE PERMANENT A SEEDING DORMANT B B SEEDING TEMPORARY C E * SEEDING SODDING F** MULCHING G A = KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE 'W = IRRIGATION NEEDED DURING FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY JUNE, JULY, AUGUST AND/OR SEPTEME 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. ** = IRRIGATION NEEDED FOR B = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; 2 WEEKS AFTER SUPPLYING SOD PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX. F - SOD G = STRAW MULCH 2 TONS/ACRE EROSION CONTROL - RIGHT-OF-WAY MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT EXTRA STRENGTH- 20% (MAX) ELONGATION 50 Ibs./Iin. in. (MIN) STANDARD STRENGTH- 30 ibs./lin. in. FLOW RATE 0.3 gal./sq. ft./min. 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". 1 SET POSTS AND POST EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. TRENCH 4"X4' 3 ATTACH THE FILTER FABRIC FILTER TO THE WIRE FABRIC FENCING AND EXTEND IT INTO THE TRENCH WIRE FENCING 2 STAPLE THE WIRE MESH FENCING TO EACH POST 4 BACKFILL THE FILTER TRENCH AND FABRIC COMPACT THE EXCAVATED SOIL. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE, 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. SEED MIXTURES TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS TEMPORARY: PERMANENT: 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH, LAWN AND HIGH MAINTENANCE AREAS: 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. WHEAT OR RYE OR, 2 BU/AC SPRING OATS 3 BU AC KENTUCKY BLUEGRASS 40 LB/AC / 4 . INSPECT VEGETATION, AND RE -SEED IF NECESSARY. CREEPING RED FESCUE 40 LB/AC 5. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE DORMANT SEEDING: OR, PERENNIAL RYEGRASS 170 LB/AC AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. (TURF TYPE) TO BE USED DURING PERIODS WHEN AND, WHEAT OR RYE 2 BU/AC EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS SOIL TEMPERATURES ARE TOO LOW FOR SEED GERMINATION, (f50' F, ALTERNATE SEED MIXTURE FOR DRAINAGE AREAS: 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT. APPROX. NOV 15 THRU FEB IN IND.) KENTUCKY BLUEGRASS 20 LB/AC 2 IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS 10 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY, IS BELOW 50% APPLY SEED & SWITCH GRASS 3 MULCH AS USUAL.. IF SOIL TEMP IS TIMOTHY 4 TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS ABOVE 50% MULCH, THEN APPLY PERENNIAL RYEGRASS 10 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. SEED OVER MULCH WHEN SOIL TEMP (TURF TYPE) 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. IS BELOW 50°.INCREASE SEEDING WHITE OR LADINO CLOVER 1-2 3. ADD CLEAN STONE AS NEEDED. RATES 50%. RYE, WHEAT OR OATS 2 BU/AC 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC FERTILIZE W/1000 LB PHOSPHOROUS FREE MIX/ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. CONSTRUCTION EROSION CONTROL MEASURES AND SCHEDULE 1.THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 3(HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OFF THE STRUCTURE). 1. THE CONTRACTOR SHALL DEMOLISH THE EXISTING HOUSE AS WELL AS REMOVE THE SEPTIC TANK 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE AND DISCONNECT ALL UTILITIES. BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY 2. USE THE EXISTING GRAVEL DRIVEWAY AS THE CONSTRUCTION ENTRANCE. SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN 3. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. CONTRACTOR SHALL MAINTAIN THE EXISTING CONSTRUCTION ENTRANCE OR SOME OTHER 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT POSTS AND UPSLOPE FROM THE BARRIER. SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE 5. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES, DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NATURAL VEGETATION SHALL TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE 6. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS STAPLED TO EXISTING TREES. IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS 7. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 ER INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 10. ONCE ONSITE EROSION AND SILTATION OF THE SITE WILL NO LONGER OCCURS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 11. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 12. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 13. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE WEEKLY, REMOVE EXCESS DIRT ON STONE INSTALL FIRST - USE EXISTING RESIDENTIAL DRIVE SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED NOTE: DRAWING IS FOR EROSION CONTROL ONLY 10 MIL. PLASTIC LINING - 3' BERM STAKE (TYP.) 12" FILTER ROLL FILTER SOCK in' KAW 12" FILTREXX FILTER SOCK STAKE ,TYPICAL) ECTION: NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. LATH & FLAGGING 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED ON ALL SIDES PLAN: WITHIN 30' OF THE TEMP. CONCRETE WASHOUT FACILITY. 10 MIL. PLASTIC LINING TO EXTEND TO r'*nnir-%0C:TC: IA/A cuni IT IDEN nIA1 t7-%0 A nc:N FILTER SOCK NO SCALE ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTIONA): Al) Index showing locations of required Plan Elements: See Erosion Control Plan. A2) 11-inch by 17-inch plat showing building lot numbers/boundaries and road layout/names: See Drainage Calculations. A3) Narrative describing the nature and purpose of the project: The project consists of remodling of a small tailoring business, and six space parking lot addition to the end of exisiting driveway, as well as a dry detention pond. A4) Vicinity map showing project location: See Title Sheet. A5) Legal Description of the Project Site (Include Latitude and Longitude): The subject site is located at the Southwest corner of the intersection of Smokey Row Road and N. Rangeline Road, City of Carmel. Latitude North 39.984804 degrees, Longitude West-86.127256 degrees. A6) Location of all lots and proposed site improvements: See Grading & Utility Plan. A7) Hydrologic unit code: 05120201090030. A8) Notation of any State or Federal water quality permits: None. A9) Specific points where stormwater discharge will leave the site: Stormwater will be routed to a proposed dry pond, which will outlet to an existing inlet on the Northwest corner of the property to Little Cool Creek, to Cool Creek, then to the White River. A10) Location and name of all wetlands, lakes, and watercourses on and adjacent to the site: None. All) Identification of all receiving waters: Little Cool Creek, to Cool Creek, to the White River. Al2) Identification of potential discharges to ground water: None. A13) 100-year floodplains, floodways, and floodway fringes: The subject site is located within Flood Zone X" A14) Pre -construction and post -construction estimate of Peak Discharge: Pre -development Flow Q=0.54cfs Post -development Q=0.64 cfs A15) Adjacent landuse, including upstream watershed: Adjoining Land Conditions North: Small Businesses using existing Residential South: Small Businesses using existing Residential East: Single Family Residential West: Single Family Residential A16) Locations and approximate boundaries of all disturbed areas: See Below Lower right. A17) Identification of existing vegetative cover: See the Site Plan Sheet C200. A18) Soils map including soil descriptions and limitations: See Erosion Specifications C401 for soil map and list of soil. A19) Locations, size and dimensions of proposed stormwater systems: See Grading C201 & Utility Plan C600. A20) Plans for any off -site construction activities associated with this project: None. A21) Locations of proposed soil stockpiles and/or borrow/disposal areas: See Erosion Control Plan C400. A22) Existing site topography at an interval appropriate to indicate drainage patterns: See Topographic Survey C200. A23) Proposed final topography at an interval appropriate to indicate drainage patterns: See Grading Plan C201. ASSESSMENT OF STORMINATER POLLUTION PREVENTION PLAN (SECTIONS B & C): B1) Description of potential pollutant sources associated with construction activities: The possibility of leaking material or fuel storage areas, or a leaking vehicle or equipment, etc. from construction activities exists. 132) Sequence describing stormwater quality measure implementation relative to land disturbing activities: See Erosion Control Plan. 133) Stable construction entrance locations and specifications: See Erosion Control Plan. 64) Sediment control measures for sheet flow areas: Silt fence to be installed as depicted on the Erosion Control Plan. 135) Sediment control measures for concentrated flow areas: There are no ares of concentrated flow areas. 66) Storm sewer inlet protection measure locations and specifications: None. 137) Runoff control measures: See Grading & Erosion Control Plans. 138) Storm water outlet protection specifications: See Erosion Control Plan. 139) Grade stabilization structure locations and specifications: See Erosion Control Plan. 610) Location, dimensions, specifications, and construction details of each stormwater quality measure: See Erosion Control Plan and Detail Sheets. 1511) Temporary surface stabilization methods appropriate for each season: See Erosion Control Plan. 1312) Permanent surface stabilization specifications: See Erosion Control Plan. 1313) Material handling and spill prevention plan: Contact the lniana Department of Environmental Management (888) 233-7745 at anytime immediately after an emergency spill occurs. Contact the owner of the contaminated property. Review the Material handling and spill prevention plan on the Erosion Control Plan. 614) Monitoring and maintenance guidelines for each proposed stormwater quality measure: See Erosion Control Plan. 815) Erosion & sediment control specifications for individual building lots: See Erosion Control Plan. B17) Should dewatering be need on the project, then the City Engineer needs to be notified. Cl) Description of pollutants and their sources associated with the proposed land use: The possibility exists of storm water contamination from vehicular discharges or other hydrocarbons, grit (sediment) from wearing of road surfaces and falling or washing off of vehicles, trash from littering, and other improper disposals or storage. C2) Sequence describing stormwater quality measure implementation: See Erosion Control Plan. C3) Description of proposed post construction stormwater quality measures: See Erosion Control Plan. There is a proposed detention system. All other flows from the site will travel over grass which will help filter any potential pollution. C4) Location, dimensions, specifications, and construction details of each stormwater quality measure: See the Detail sheet for the dry pond detail. C5) Description of maintenance guidelines for post construction stormwater quality measures: All swales, storm inlets, pavement, and ponds will be kept clean of all debris and trash at all times. All swales will be maintained with grass cover and will be replanted if required. See BMP Manual for specific details. 1. A stormwater management easement and maintenance agreement is required for each facility. The maintenance covenant must require the owner of the grassed swale to periodically clean the structure. A copy of the easement is included in the copy of the BMP Operations & Maintenance Manual. 2. The easement provides adequate access for inspection and maintenance. 3. Dry swales shall be maintained to keep grass cover dense and vigorous. 4. At a minimum, maintenance shall include periodic mowing, occasional spot reseeding, and weed control. Swale grasses must never be mowed close to the ground. Grass heights in the 4 to 6 inch range are recommended. 5. Fertilization of grass swale shall be done when needed to maintain the health of the grass, with care not to over -apply the fertilizer. 6. Remove sediment accumulated in forebay when it is 50 % full. GENERAL NOTES: 1) These documents are subject to periodic revisions per requests of the client and or governing agencies. It is the holder's responsibility to verify the most current issue prior to any use. 2) All methods of controlling the erosion of soils and sediment on this site shall be performed in accordance with the County Soil and Water Conservation guidelines for urban development. 3) All land alterations, which strip the land of existing vegetation, including but not limited to regrading of a specific area, shall be done in such as way as to minimize erosion. Whenever feasible, natural or existing vegetation shall be retained, protected and supplemented. 4) The duration of time in which an area is left exposed shall be kept to a practical minimum. The area should be stabilized as quickly as feasibly possible. 5) Temporary vegetation or other erosion control methods shall be used to protect exposed areas during development. 6) All permanent erosion control measures, final vegetation, and structural erosion control devices shall be installed as soon as practical under development or site circumstances. 7) Sediment in water run off shall be trapped by the use of approved methods such as debris basins, silt fence, and siltration sumps until the disturbed area is stabilized. These methods shall be in place prior to any land alterations commence. 8) All installed trapping devices to be periodically inspected during dry periods and after each rainfall by site general contractor for performance of intended function. Any devices determined incapable of performing intended function shall be replaced. 9) Site Contractor shall maintain erosion control measures and devices as required throughout construction until a vegetative cover has established sufficiently to prevent erosion of the soils. 10) The site contractor shall have available on site a water source capable of applying water to dry exposed soil to prevent wind erosion. The application of water shall be at a rate that does not create surface run off. 11) All constructed grades at boundary lines shall match with the existing grades prior to construction. 12) During all phases of construction of this site, the General Contractor, Site Contractor, Owner, and any and all Sub -Contractors shall practice measures to prevent and obstruct the erosion of soils due to the actions of water and wind. All erosion and sediment control measures shall be inplace prior to any earth moving activity. 13) It will be the responsibility of each contractor to verify the existence and condition of all utilities (aerial and subterranean) prior to and pertaining to their phase of the construction project. Any existing utilities or drain tiles damaged during construction need to be replaced, repaired, or incorporated into the development. 14) It shall be the contractors responsibility to contact the respective utility companies representatives for the proper locations of proposed utilities prior to construction or installation. The contractor shall notify in writing to the site designer and owner of any changes, omissions, or errors found within these documents or in the field before work is started or resumed. 15) Per Indiana State Law (IS-69-1991), it is against the law to excavate without notification 2 working days prior to commencing work. 16) Unless otherwise noted, the Information pertaining to the size, location and disposition of existing utilities are as provided by the respective utility companies. Prior to any construction all utility companies should be contacted for field location of utility services. 17) During construction activity, a lineal straw bale dam shall be placed across any portion of the property where storm drainage exits the property. 18) At the time construction is to begiin, the driveway shall be constructed and a gravel base shall be installed from the road to the work site to prevent carrying dirt onto the roadways. Any dirt deposited on the roadway must be removed by hand methods, such as shovel or broom, the same day. Flushing the surface with water will not be allowed. IMPLEMENTATION SCHEDULE: 1) Construct straw bale dams at each swale outlet as they are installed. Maintain and replace bales as needed to provide adequate drainage and erosion control. 2) Construct driveways to each building site before any building construction is begun and maintain drive as needed. 3) Place a silt fence on areas having a slope of 2 % or greater and maintain as needed. 4) Place straw bale dams in any drainage ways leading off the lot. Maintain and replace bales as needed to provide adequate drainage and erosion control. 5) Seed site with the recommended seed mixture at no later than seven days from completion of any grading procedure. 6) In disturbed areas where work is not scheduled for 2 months, temporary seeding of wheat or rye needs to be added. All developed areas remaining undisturbed for 60 days need to be temporarily seeded and/or mulched. 7) Straw or hay materials applied at a rate of 1 %-2 tons/acre should be dry, not chopped, free of undesirable seeds and spread by hand or machine and must be crimped or anchored. Wood fiber or cellulose materials applied at a rate of 1 ton/acre and with a hydromulcher and use with tacking agent. Long fiber wood (excelsior) material applied at a rate of %-3/4 ton/acre and anchored in areas subject to wind. SEEDBED PREPARATION: 1) Apply lime to raise the pH to the level needed for species being seeded. Apply 2-3 pounds of 12-12-12 analysis fertilizer (or equivalent) per 100 sq. ft. (approximately 1000 lbs. per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and dertility will greatly enhance vegetative growth. 2) Work the fertilizer and lime into the soil to a depth of 2-3 inches with a harrow, disk, or rake operated across the slope as much as possible. 3) Select a seed mixture based on projected use of the area (figure 5-2) while considering best seeding dates see figure 5-3. If tolerances are a problem, such as soil tolerances adjacent to streets and highways, see figure 5-4 before final selection. 312 IAC 16-5-23 Spill reporting Authority: IC 14-37-3 Affected: IC 14-37 Section 23 (a) An owner or operator shall report all spills of oil or saltwater as required by Table 1 below: TABLE 1 SPILL REPORTING REQUIREMENTS: Size and Location of the Spill IN Dept. of Natural Resources More than 2000 gallons of oil or salt- Not more than 48 hrs water that is contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources More than 1000 gallons of oil or salt- Not more than 2 water that is not contained in a secondary hours after discovery containment structure approved by the of spill Dept. of Natural Resources Less than 1000 gallons but more than 42 Not more than 48 hours gallons of oil or saltwater that is not after the spill contained in a secondary containment structure approved by the Dept. of Natural Resources but is contained within the boundary of the facility. More than 55 gallons of oil that is not Not more than 2 contained within the boundary of the hours after discovery facility. of the spill Less than 55 gallons of oil or salt- Not more than 48 hours water that is not contained within after the discovery of the boundary of a facility the spill Any spill of oil or saltwater that Not more than 2 enters waters of the State. hours after discovery of the spill Any spill of oil or saltwater: Not more than 2 (1) that has not been cleaned up hours after discovery in accordance with section 24 of the spill of this rule; or (2) for which cleanup has not been started in accordance with Section 24 of this rule. Any spill of less than 42 gallons of No report required. oil or saltwater that does not enter waters of the State. IN Dept. of Env. Management (b) Spills required by Table 1 to be reported to the Indiana Department of Natural Resources must be reported to the Evansville Field Office by telephone at (812)-477-8773, or by facsimile at (812)-477-8952. (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be reported to the Office of Environmental Response at (317)-233-7745 or (888)-233-7745 (toll free in Indiana). (d) Each report of a spill must include all of the following information. 1. The name, address, and telephone number of the person making the report. 2. The name, address, and telephone number of a contact person, if different than the person making the report. 3. The location of the spill, including lease name, township, range and section. 4. The time of the spill. 5. The identification of the substance spilled. 6. The approximate quantity of the substance that has been spilled or may be spilled. 7. The duration of the spill. 8. The source of the spill. 9. The name and location of waters damaged. 10. The identity of any response organization responding to the spill. 11. What measures have been or will be undertaken to perform a spill response. 12. Any other information that may be significant to the response action. (Natural Resources Commission; 312 IAC 16-5-23; filed Sept. 11, 2000, 3:31 PM: 24: IR 279) 312 IAC 16-5-24 Spill Cleanup Authority: IC 14-37-3 Affected: IC 14-37 Section 24 (a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or saltwater as required by this section. (b) Oil or fluid contaminated with oil that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. remove within seventy-two (72) hours; 2. placed in a non -leaking storage tank; and 3. managed or disposed of in accordance with Section 27(a) of this rule. (c) Saltwater that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. removed within seventy-two (72) hours; 2. placed in a non -leaking storage tank; and 3. disposed of in accordance with Section 27(b) of this rule. (d) Fluid placed in a non -leaking storage tank under subsection (b) or subsection (c) must be disposed of in accordance with Section 27 or this rule with in thirty (30) days after discovery of the spill unless additional time is approved by the division. (e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as follows: 1. Soils that meet the conditions for remediation in Section 25(c) of this rule may be: a. remediate at the facility as required by Section 25 of this rule b. applied to lease roads in accordance with Section 27(a)(1) of this rule; or c. excavated and disposed of as required by Section 27(d) of this rule. 2. Soils that do not meet the conditions for remediation in Section 25(c) of this rule must be excavated and disposed of as required by Section 27(e) of this rule. (f) Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be remediate under Section 25 of this rule must be managed to prevent discharge of oil to unaffected soil or waters of the State. (Natural Resources Commission; 312 IAC 16-5-24; filed Sept. 11, 2000, 3:31 PM: 24 IR 280) EMERGENCY RESPONSE NUMBERS: -INDIANA DEPARTMENT OF NATURAL RESOURCES: 812-477-8773 -INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT: 317-233-7745 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT: A) FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL CONTRACTOR, OR DEVELOPER/OWNER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. B) EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C) ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING: A) EROSION CONTROL MEASURES SHOWN ON THE WITHIN PLAT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED HEREON. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B) LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION SHALL BE DISPOSED OF PROPERLY. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C) ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D) IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E) NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER: A) ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE GENERAL CONTRACTOR OR DEVELOPER/OWNER. THIS AREA IS TO BE A 3 FOOT DEEP, 10 FOOT SQUARE PIT. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER. 4. PAINT PRODUCTS: A) ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE APPROPRIATE AUTHORITIES SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. Hamilton County, Indiana Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 YbvA Brookston Silty Clay Loam, 0 to 2 Percent Slopes 0.257 0.257 YmsB2 Miami Silt Loam -Urban Land Complex, 0 to 2 Percent Slopes 0.023 0.257 SOILS MAP NO SCALE CONTACT PERSON FOR EROSION CONTROL AND SEDIMENT PRACTICES PJ Alterations 730 N. Rangeline Road Carmel, Indiana 46032 Contact: Tel: (317) 810-1348 SEE DETAIL SHEETS FOR EROSION AND POLLUTION CONTROL DETAIL SAS REFERENCED HEREON �STEj ��G � N0. O 910326 - STATE OF SS/0NAL `�� EROSION CONTROL NOTES 816--- I � � 5 L ° ASPHALT DRIVEWAY EX. SINGLE STORY GARAGE (APPROX.552 S.F.) EX. FINISH FLOOR=816.79' FUTURE FINISH FLOOR=818.50' / M.F.P. GRADE=816.50' r� Rr i i T` \,I 1" ABOVE 3" LAYER OF SHREDDED FIN. GRADE HARDWOOD MULCH 4 GROUND COVER PLANTING SOIL TO BE 1 PART MANURE, I 5 PARTS TOPSOIL AND 4 PARTS PEATMOSS, DEPTH 4". A FULL LAYER (MIN. COMPLETED DEPTH) OF SHREDDED FIBROUS PEATMOSS MAY BE USED IN LIEU OF PLANTING MIX. INCLUDE FERTILIZER AT APPROVED RATES. GROUND COVER OR FLOWER BED DETAIL NTS THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION ON COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ASPHALT / / PARKING — LOT 4" WHITE �AINTED LINE I Know what's below. Cal before you dig. I U 820—/ � I 730 EX. SINGLE STORY HOUSE (APPROX. 1,360 S.F.) FINISH FLOOR=824.32' LANDSCAPING PLAN PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QUANTITY SIZE REMARKS ORNAMENTAL TREES RP CERCIS CANADENSIS RED BUD 1 I" 1 1 /2" CAL B&B B&B SHRUBS PF POTENTILLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA 39 18-24" HT. 3 GAL. CONT. PERENNIALS HC HEMEROCALLIS 'BODACIOUS RETURNS' BODACIOUS RETURNS DAYLILY 6 1 GAL. CONT. LA LAVANDULA ANGUSTIFOLIA 'HIDCOTE BULE' HIDCOTE BLUE LAVENDER 4 1 GAL. CONT. LV CONVALLARIA MAJALIIIS LILY OF THE VALLEY 20 1 GAL. CONT. DOUBLE STRAND 12 GA. - WIRE TWISHED IN RUBBER HOSE 6" FROM TOP OF STAKES SUITABLE CORD BANDING LAYER OF SHREDDED PLACE SOIL BALL�-3" HARDWOOD MULCH SLIGHTLY HIGHER THAN EXISTING GRADE, MOUND INSTALL FERTILIZER SOIL OVER BALL TABLETS OR SPIKES FINAL GRADE EARTH SAUCER 11=1I1=1I I 12" 'I 12" 1-1 11I I -I I1=1I I I1=1I1=1 IN. iI-III=III IN. I-III- II,1 NOTE: STAKE &GUY TREES AS SHOWN IF SOIL BACKFILL TO BE 75% SITE CONDITIONS DICTATE TOPSOIL & 25% PEAT M1A2X (TAMPED) REMOVE BINDING EXISTING SUBSOIL OR COMPACTED BACKFILL TREE PLANTING DETAIL , NTS 3" LAYER OF SHREDDED HARDWOOD BARK MULCH EARTH SAUCER FIN. GRADE - PLACE SOIL BALL SLIGHTLY HIGHER THAN FIN. GRADE. MOUND SOIL OVER BALL, FOR RHODODENDRONS &OTHER ERICACEOUS PLANTS, PLACE AND MOUND PEATMOSS OVER BALL &MULCH HEAVILY. INSTALL FERTILIZER TABLETS OR SPIKES EXISTING SOIL OR SOIL BACKFILL TO BE 75% COMPACTED BACKFILL TOPSOIL & 25% PEATMOSS TAMPED TO PREVENT 6" MAX. SETTLEMENT. SHRUB PLANTING DETAIL r3 NTS I\IOTE: TREES SHALL BE PLANTED AT A MAXIMUM OF EVERY FORTY (30) FEET ON CENTER OF LINEAR DISTAI\ICE. SHRUBS SHALL BE PLANTED AT A MAXIMUM OF FOUR (4) FEET ON CENTER OF LINEAR DISTAI\ICE. - I I i OWNER WSTA ED SHR BS AND LOWER D. SEE BELOW W PR POS SIGN A LIGHTS J �I III 499 LJ 2 GRAPHIC SCALE 20 0 10 20 40 ALTERATI ONS N ( IN FEET ) 1 inch = 20 ft. PJ PJ ALTERATIONS SIGN DETAIL NTS � LJ P LAI\1 I\I OTES: 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. 2. ALL SHRUB PLANTING AREAS TO BE COVERED WITH 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 3" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE —EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 80 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARD FOR NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED WITH 12-12-12 ANALYSIS FERTILIZER AT A RATE OF 101bs/1000s.f. AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 61bs./1000s.f. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL WITH 2O01bs. ROLLER, AND APPLY HYDROMULCH (NO STRAW MULCH) AFTER SEEDING. 10. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETATIVE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12. THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS � ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. 16. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4"-6" APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS. 18. UNLESS OTHERWISE SPECIFIED IN THE DETAILS, THE SOIL MIX FOR PLANTS SHALL BE 3—PARTS APPROVED TOPSOIL, 1—PART CLEAN, WASHED SAND FREE OF TOXIC MATERIALS, 1—PART APPROVED PEAT MOSS. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECTLY TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR PLANT MATERIAL. ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROPER SEASON FOR EACH SPECIES. TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION. FINAL LOCATION AND SIZE ARE NOTED ON PLANS. 20. ALL EVERGREENS TREES TO BE PLANTED NO CLOSER THAN 12 FEET ON CENTER. ALL DECIDUOUS TREES TO BE PLANTED NO CLOSER THAN 20 FEET ON CENTER UNLESS SPECIFIED OTHERWISE. 21. LANDSCAPE CONTRACTOR MUST FIELD VERIFY ALL UNDERGROUND/ ABOVE GROUND UTILITIES BEFORE INSTALLATION BEGINS. IF THERE IS A CONFLICT BETWEEN LANDSCAPING AND UTILITIES THE CONTRACTOR MUST NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 22. NO TREE OR SHRUB SHALL BE PLANTED WITHIN 5 FEET OF AN EXISTING OR PROPOSED UTILITY. IF THERE ARE ANY PLANTINGS WITHIN 5 FEET OF UTILITIES THE ENGINEER, LANDSCAPE ARCHITECT OR CITY UTILITY OFFICE NEEDS TO BE CONTACTED IMMEDIATELY. CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BENCHMARK DATA REFERENCE BENCHMARK: TBM MONUMENT TYPE: HUB AND CAP SET GENERAL LOCATION: SOUTHWEST OF HOUSE COORDS: 1725404.05 N, 198959.78 E ELEV: 820.18' NAD83 I V- I U.Z_`J cb UTILIT GRAPHIC SCALY Q O 0 z UTILITY COMPANIES R1/!r9dN CARMEL UTILITIES 30 W MAIN ST, STE 220 CARMEL, IN 46032 317-571-2462 TELEPHONE AT&T INDIANA 5858 NORTH COLLEGE AVENUE INDIANAPOLIS, IN 46220 317-459-7468 STORM SEWER CARMEL UTILITIES 30 W MAIN ST, STE 220 CARMEL, IN 46032 317-571-2462 ELECTRIC DUKE ENERGY INDIANA, INC. 100 MILL CREEK ROAD NOBLESVILLE, IN 46062 317-776-5331 GAS UTILITY VECTREN ENERGY 16000 ALLISONVILLE RD. NOBLESVILLE, IN 46060 317-776-5541 SANITARY SEWER CARMEL UTILITIES 9606 HAZEL DELL PARKWAY INDIANAPOLIS, IN 46280 317-571-2634 GENERAL NOTES: 1.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE SUBJECT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. 2.) THE UTILITY INFORMATION DEPICTED HEREON IS BASED UPON PLANS AND / OR THE FIELD LOCATIONS AS PROVIDED AND / OR MARKED BY REPRESENTATIVES OF THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR, OWNER, OR CLIENT SHOULD CONTACT THE APPLICABLE UTILITY COMPANY REPRESENTATIVES FOR ADDITIONAL INFORMATION AND INDIANA UNDERGROUND PLANT PROTECTION (1-800-382-5544) PRIOR TO ANY EXCAVATION OR EXPLORATION OF DESIGN. 3.) ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 4.) CONTRACTOR TO PROVIDE PIPE BEDDING AND COMPACT TO 95% DENSITY OF STANDARD PROCTOR IN PAVED AREAS. PIPE BEDDING IN NON -PAVED AREAS SHALL BE COMPACTED TO 85% DENSITY OF STANDARD PROCTOR. 5.) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. ( IN FEET ) 6.) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY AND ARCHITECTURAL PLANS 1 inch - 20 ft. FOR FIRE PROTECTION LINE AND DOMESTIC SERVICE LINE INSTALLATION. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT—OF—WAY LINE. NO. 910326 - STATE OF AND I AN. 44v LEGEND 000 Diversion Swale Edge of Pavement Face of Curb — — — — — Drainage Easement Property Line Evergreen Shrubs Sidewalk Existing Storm Drain 3' Wooden Fence Existing AC Unit 817.80' Spot Elevation 7.) ALL WATER MAINS TO BE 54" MINIMUM BELOW GRADE. 8.) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES AND ELECTRICAL DRAWINGS. 9.) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY AND MECHANICAL DRAWINGS. 10.) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC LINE INSTALLATION AND SANITARY LATERAL INSTALLATION. 11.) MAINTAIN A MINIMUM OF 10' CLEARANCE BETWEEN SANITARY LATERAL LINE AND DOMESTIC LINE SERVICE. 12.) CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 13.) ALL GRASS AND/OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 14.) ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 15.) REPAIR, REPLACE OR MAINTAIN ANY/ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 16.) THIS SITE IS CURRENTLY NOT UNDER CONSTRUCTION. EXISTING ELEVATIONS AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL ELEVATIONS & COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES. Know what's below. Call before you dig. EROSION CONTROL 8. PROTECTION SANITARY SEWER SYSTEMS 2. MATERIALS 1. SUMMARY C. Manholes A. Section includes provisions for temporary erosion controls A. Repair damaged sediment control devices. B. Insure exposed soil surfaces are not eroding. P g' 1. SCOPE OF WORK 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C-478 latest revision. A. Concrete -Concrete shall be ready --mixed concrete and shall be a mix of proportioned fine and coarse aggregates B. Thickness - In -place compacted thickness tested In required throughout the Work to control erosion and water pollution by using temporary construction entrances, C. Inspect and maintain the temporary construction entrances' The work under this section includes all sanitarysewers, manholes, cleanouts and related Items Including excavating and backfilling, P with Portland cement and water. Minimum cement content accordance with ASTM D 3549 will not be acceptable If exceeding following allowable variation: prepared subgrade controlled discharge outlets, berms, sediment basins, 9 stone from accumulation of silt, mud, or other debris. necessary to complete the work shown in the drawings, starting five 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion, shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 US gallons per sack of cement, prior to paving. P P g• sediment dams, silt fences, brush barriers, baled hay and straw, mulching,and temporary seeding. P Y 9• D. Prohibit vehicular traffic from crossing installed geotextile 9 9 feet outside the buildingwalls. The ends of sewers shall be tightly y or capped at the terminal points, adjacent to buildings, plugged PP P 1 9 or other defects. The shall be smooth and well Y Including moisture in the aggregate. Slump for normal 1. Binder Course: Plus or minus 1/2 inch. fabrics. , pending the connecting of all such lines to the building drain as P 9 9 9 cleaned b shot-blasting or some other approved y 9 y PP method. The shall be coated with asphalt paint, Y P P weight concrete shall be a maximum of 4 inches and a minimum of 2 inches the slump of machine placed concrete 2. Surface Course: Plus or minus 1/4 inch. B. Provisions are also included for riprap and geotextile fabrics for permanent slope protection as part of the Work. EARTHWORK specified in the plumbing specifications and architectural drawings. P P 9 P 9 which shall result in a smooth coating, tough and 9. 9 shall be no less than 1-1/4 inches nor more than 3 inches C. Surface Smoothness -Test finished surface of each 2. MATERIALS tenacious when cold, not tack or brittle. The Y Y Standard test C-143 shall be used to measure slump. hot -mixed asphalt course for smoothness, using 10- 2. SUBMITTALS 1. SCOPE OF WORK shall be gray iron meeting ASTM A-48 latest 9 Y 9 Compressive strength of concrete at 28 days shall be 4000 foot straightedge applied parallel with and at right A. Sanitary Sewers revision. psi. All exterior concrete shall have air entrainment of 5% angles to centerline of paved area. Surfaces will not 9 A. At least 96 hours prior to breaking ground submit to the A. Extent: The work required under this section consists of all 3. Joints - Manhole sections shall be jointed with 1 to 8% by volume per ASTM C-260. Retempering of delivered concrete will not be allowed. Concrete shall be be acceptable if exceeding the following tolerances for Engineer all information required by the NPDES General Permit for Storm Water pertaining to this project. excavating, filling, rough grading and related Items necessary to complete the work indicated on the drawings and described in the 1. All gravity plastic sewer pipe and fittings shall 9 Y P P P 9 conform to ASTM D-3034, SDR--35 and meet a rubber type gaskets. The rubber YP gaskets shall o type composed of: smoothness. B. Submit for review and approval to the Engineer within 30 specifications. The Contractor shall notify in writing the owners and P Y 9 the Engineer of any changes, errors, or omissions found on the plans cell classification of 1 2454-C Flexible gasketed compression pints shall be used for PVC s PVC meet ASTM C-443 latest revision. When manhole and storm pipe are continuous) in water. P P Y 1. Portland cement - Conforming, to ASTM Type IA 1. Binder Course Surface: 1/4 inch. / 2. Wearing Course Surface: 3/16 inch. working days of receipt of the Notice to Proceed: or in the field, before work is started or resumed. truss pipe No solvent cement joints shall be D. Subdrains or Type IIIA. 1. A list of materials necessary for and the 1. In general, the items of work to be performed under this allowed. 2. Aggregates Conforming to ASTM C-33 sequencing of activities to accomplish the work section shall Include clearing and grubbing, removal of trees B. Manholes Perforated plastic pipe subdrains shall conform to ASTM F-405, AASHTO M-252 (4" to 10" 3. Water -Shall be clear and free from injurious WATER MAINS encompassed by this Section along with manufacturers product data and specifications P P and stumps (where required, protection of trees to remain, stripping and storage of topsoil, fill compaction and rough PP• 9 9 P P 9 1. Precast reinforced concrete manhole sections and pipe). amounts of oils, acids, alkalizes, organic materials deleterious 1. SCOPE OF WORK demonstrating compliance with these grading of entire site steps hall conform to ASTM C-478 latest 3. APPLICATION or other substances. Specifications. 2. Excavated material that is suitable may be used for fills. All Y revision. A. Permits and Codes -The intent of this section of the specifications is that the contractor's bid on the work B. Welded Steel Wire Fabric - Where required for concrete q reinforcement shall conform to ASTM A185. If not specified below, fire protection and watermains are to be laid in accordance with the specifications of the City of 2. Installation instructions from applicable PP manufacturers for products proposed to be P P P unsuitable material and all surplus excavated material not P required shall be removed from the site. The location of q 2. Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage covered herein shall be based upon the drawings and C. Premoulded Joint Filler Shall be type Carmel, or as directed by the Department of Public Works for the City of Carmel. included in the installation. dump and length of haul shall be the Contractors distortion or other defects The shall be smooth y specifications, and that the work shall comply with all applicable codes and regulations as amended b an PP 9 y - of non -extruding 9 YP meeting ASTM D-544 except premoulded pint filler used In C. Maintain on -site and keep current all required elements of responsibility and well -cleaned by hot -blasting or by some other approved method The shall be coated with PP y s waivers. Contractor shall furnish all bonds necessary to concrete walk construction may be either non -extruding or Y 9 The work required under this section includes all cold water distribution lines, valves, meter pits, hydrants, and related the NPDES General Permit for Storm Water pertaining to 3. Provide and place any additional fill material from off the asphalt paint which shall result in a smooth et permits for cuts and connections to existing sewers. 9 P 9 resilient. items including excavating and backfilling necessary to this project. site as may be necessary to produce the grades required. Fill obtained from off -site shall be of kind and quality as coating, tough and tenacious when cold, not tacky or brittle They shall be gray Iron meeting B. Local Standards - The term "Local Standards" as used D. Bituminous Pavement Materials - All materials proposed for complete the work shown on the drawings. The ends of water P 9 service lines shall be tightly or capped at the terminal 3. QUALITY ASSURANCE specified for fills herein and the source approved b the P PP Y ASTM A-48 latest revision Manhole covers for herein means the standards of design and construction of the respective municipal department or utility company. the construction of bituminous pavements shall comply with the Indiana Department of Transportation Pas plugged points pending the connecting to all such lines of the building A. Detail qualified workmen that are experienced in executing Owner sanitar sewer shall be East Jordan EJ--1022. Y specifications, per latest revision. specified in the plumbing specifications and piping P P 9 P the activities specified in this Section. 4. The Contractor shall accept the site as he finds it and shall 3. Joints -Manhole sections shall be jointed with "0" C. Existing Improvements - Maintain in operating condition all active utilities, sewers, and other drains E. Compacted Aggregate Subbase: Shall be crushed stone or architectural drawings. B. Detail and maintain equipment capable of accomplishing remove all trash, rubbish and debris from the site before excavation starts sealed vis rings. The rings shall meet C-433 latest revision. encountered in the sewer installation. Repair to the ravel. Crushed ravel shall be a minimum of 35% crushed 9 9 2. IRON PIPE the activities specified in this Section while producing B. Work not included: The following items of related work are satisfaction of the owner any damage to existing active imp. improvements. Chert shall be limited to a maximum of 8% of the material. total. Material shall be free from an excess of flat, Cast iron pipe shall meet A Specification C-106 with push -on sufficient progress on the Work. specified and included in other sections of these P 3. APPLICATION elongated thinly laminated, soft or disintegrated pieces; and oints meetin A S ecification C-111. Wall thickness shall be 1 9 P C. Operate all equipment with due caution. PA. specifications: Permits and Codes - The intent of this section of the D. Workmanship - To conform to all local, state, and to be by local shall be free from fragments coated with dirt. Compacted aggregate shall be as follows: determined from Table 6.4 in A C-106. Ductile iron pipe shall meet A C-150 and C-151 Specifications. Pipe to be cement 1. Excavation, grading and backfilling for utility lines 9 9 9 Y specifications is that the contractor's bid on the work national codes and approved all and state agencies having jurisdiction. graded lined and seal coated in accordance with A C-104. Joints shall D. Instruct workmen in procedures specified in this Section. P P covered herein shall be based upon the drawings and SIEVE SIZE %PASSING be pushed -on type, Teuton, Fasted, Super Bell-Tete, or 4. SEQUENCING AND SCHEDULING 2. Storm drainage systems specifications but that the work shall comply with all applicable codes and regulations as amended by any E. Trenching - Lay all pipe in open trenches, except when 1--1/2" 100 approved equal, except at fittings, valves and special crossings. Joints shall comply with A C-111. Fanged joints A. Install temporary construction entrances as of the job 3. Sanitarysewers stems Y waivers. Contractor shall furnish all bonds necessary to the local authority gives written permission for tunneling. Open the trench sufficiently ahead of 1" 80-100 shall conform to ASA A21.10 or B16.1. part mobilization activities. 4. Streets and paving get permits for cut and connections to existing sewers. pipe laying to reveal any obstructions. The width of the j/4" 55-80 3. FITTINGS B. Install temporary perimeter dikes where shown on erosion P rY P 5. Water supply system PP Y Y B. Local Standards - The term local standards as used herein moons the standards of design and construction of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as #4 35-60 # 8 25-50 Fittings shall be cast iron of ductile iron conforming to ANSI control Tans and where needed to prevent erosion. P p respective municipal department or utility company. necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health # 30 12- 30 Specification ABBE.10-1971 (A C110-71). Fittings shall be C. Install silt fencingprior to clearing and grubbing to prevent P 9 9 9 P 2. BENCH MARKS C. Existing improvements - Maintain in operating condition all Administration Standards. Keep trenches free from water #200 5-0 designed and manufactured for a pressure rating of 250 psi. Fittings shall be tar -coated and shall be cement -lined in sediment runoff. Maintain careful) as bench marks, monuments and other Y / active utilities, sewers and other drains encountered in the while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the 3. APPLICATION accordance with ANSI Specification ABBE.4-1974 (A C104- D. Construct sediment traps as soon as practical to control reference points; If disturbed or destroyed, contractor shall P Y contact engineer and surveyor. sewer installation. Repair to the satisfaction of the owner an damage to existing active improvements. y 9 9 P discharge from trench dewatering to drains or natural 74). Fittings joints shall be mechanical joints conforming to ANSI Specification ABBE.11-1972 (A C11-72). sediments. drainage channels. 9 A. Grading - Do any necessary grading in addition to that E. Install straw bales and temporary sediment traps as work 3. REMOVAL OF TREES D. Workmanship - To conform to all local, state and national codes and to be approved b all local and state agencies PP y F. Special Supports - Whenever in the opinion of the performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades 9 P q 4. COPPER TUBING progresses. A. Remove all trees and stumps from area to be having jurisdiction. engineer the soil at or below the pipe grade is 9 P P 9 and sections for site improvement. Shall be seamless, annealed copper tubing complying with F. Utilize detention ponds into operations as storm drainage P P 9 occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as Y E. Trenching - Lay ail pipe In open trenches, except when the unsuitable for supporting sewers and appurtenances specified in this section, such special support, in B. Preparation of Subgrade - Remove spongy and otherwise Federal Specification WW-T-799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a detention facilities when the Work is nearing completion. noted on drawings or approved by the Owner. local authorityryes written permission for tunneling. Open 9 P g' P addition to those shown or specified, shall be provided as the engineer may direct, and the contract will be unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. composition recommended by the manufacturer of the fittings. 5. MAINTENANCE B. All brush, stumps, wood and other refuse from the the trench sufficiently ahead of pipe -laying to reveal any obstructions. The width of the trench shall be the inside ad ected. 1 C. Utility Structures -Check for correct elevation of all 5. FIRE HYDRANTS A. Routinely inspect the site and clean out sediment traps at trees shall be removed to disposal areas off -site. P Disposal by burning shall not be permitted unless pipe diameter plus 24 inches for 12 inches above the pipe Sheet and brace trench as necessaryto protect workman P G. Backfillin - For a depth of at least 12 inches above the 9 P top of the pipe, backfill with earth or granular material manhole covers, valve boxes and similar structures located within areas to be paved, and make, or hove made, any Shall comply with A Specification C-502 and shall meet Noblesville least eve seven days of within 24 hours after a rainfall of every Y 0.5 inch proper permits are obtained where applicable). P P P (and adjacent structures Ail trenching to comply with free from large stones, rock fragments, roots, or sod. necessary adjustments in such structures. Y 1 standards and requirements, particularly as to nozzle diameters or more. 4. PROTECTION OF TREES Occupational Safety and Health Administration Standards Keep trenches free from water while construction is in Tamp this backfill thoroughly, taking care not to disturb the For the trench depth, backfill D. Placing Concrete and threads, direction of opening and dimensions of operating and cap nuts. Fire hydrants shall have one pumper and two B. Maintain sediment traps, silt fencing and dikes in good P 9 9 progress. Under no circumstance shall pipe or pipe. remaining with earth or granular material containing stones or rocks not 9 hose nozzles. A valve opening not less than 5 inches and a 6 workingorder. A. General Protection: The Contractor shall be appurtenance be laid In standing water Conduct the larger than 4 inches. Backfill under and within 5' of 1. Subgrade - Place concrete only on c compacted material 9 Y P inch inlet connection. The length of the hydrant barrel shall be C. Correct washouts and eroded areas by refurbishing and responsible for the protection of tops, trunks and P P P roots of existing trees on the project site that are discharge from trench dewatering to drains or natural drainage channels. 9 walks, parking areas, driveways, and street shall be compacted subgrade or base free from loose P 9 determined by the specified depth of cover over the pipe. All private water hydrants are to be painted a color other than that temporarily seedin P Y 9• to remain. Existing trees subject to construction 9 J granular material only - thoroughly compacted by approved material Place no concrete on a muddy or frozen subgrade utilized b the Water Company. Hydrants shall be located Y P Y• Y damage shall be boxed, fenced or otherwise F. Special Supports -- Whenever, in the opinion of the methods. such that the direction of opening is directed towards the 6. MATERIALS protected before any work is started; do not stockpile within branch spread. Remove Interfering P P 9 Engineering, the soil at or below the pipe grade in unsuitable for supporting sporting sewers and appurtenances H. Manhole Inverts - Construct manhole flow channels of 2. Forms - All forms shall be free from warp, tight street. A. Use only new materials conforming to the requirements of branches without injury to trunks and cover scars specified in this section, such special support, in addition P P PP concrete sewer pipe or brick, smooth) finished and of P P y semicircular section conforming to the inside diameter enough to prevent leakage and substantial enough to maintain their shape and position 6. VALVES theses specifications and approved b the Engineer. All P PP Y 9 materials proposed to be used may be tested and inspected with tree paint. p E those shown re specified, shall be provided dj the Engineer may direct, and the contract will be adjusted. 9 y 1 of the connectingsewers. Make changes in size or grade 9 9 without springing or settling, when concrete is Forms shall be clean and smooth All valves and stops shall have ends suited or adapters shall be at any time during their preparation and use. If, after trial, 5. HANDLING OF TOPSOIL gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each placed immediately before concreting provided for the proper installation in the lines in which they it is found that the source of supply has not been PP Y G. Backfilling - for a depth of at least 12 inches above the top manhole. are located. Valves shall meet IWC standards or in the approved, or does not furnish a uniform product, or if the A. Remove all organic material from the areas to be of the pipe, backfill with granular material free from large P P 9 9 3. Placing Concrete -Concrete shall be deposited so absence of such standards, the following requirements: product becomes unacceptable at an time, the Contractor P P Y shall furnish materials from another source. Approved occupied b buildings, roads, walks and parking P Y 9 P 9 areas. Pile and store topsoil at a location where it stones, rock fragments, roots or sod Compact this backfill thoroughly, taking care not to disturb the pipe. For the I. Subdrains -All subdrains shall be of the size shown on as to require as little rehandling, as practicable. A. Valves in cast iron pipe shall be iron body, bronze materials that become unfit for use shall net be used in the will not interfere with construction operations. P remaining trench depth, backfill with earth or granular the planed and shall be constructed to the grades shown. All drains constructed off -site as part of the outlet When concrete is to be laced at an atmospheric heric P P temperature of 35 degrees For less,paragraph P 9 mounted, disc gate valves conforming to A Work and shall be removed from the job site. J Topsoil shall be reasonably free from subsoil, P Y material containing stones or rocks not larger than 4 inches drain will be located as shown. 70210 of the Indiana Department of P Specification C-500. They shall open in the same debris. weeds, grass, stones, etc. parking Backfill under walks, arkin areas, drive and streets shall Transportation Specifications latest revision shall direction as those used in the local waterworks Materials indicated on the Drawings that are required in the 9 q Work but are not covered in detail in the Specifications P B. After com letion of site radin and subsurface P 9 9 be granular material only -thoroughly compacted, by approved methods. Trenches parallel to and within 5' of J. Utilities - It shall be the responsibility of each be followed. system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two 2 keys. () Y shall be of the best quality available and shall conform to utility installation, top soil shall be replaced in paved roadways shall be constructed the same. Y contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall P 9 P E. Concrete Curb the current specification of the American Society for Testingand Materials ASTM or AASHTO, as approved b (ASTM) PP Y areas designated on the erosion control plan for seeding and/or sodding. An remaining to soil 9 / 9• Y 9 P H. Flow Channels -Construct manhole flow channels of also be the contractors responsibility to contact the 1. Expansion joints -Shall be 1 2 inch thick / B. Valves in copper pipe shall be standard brass body, round -way, ground -key stops, with T heads. Furnish y 9 y P the Engineer. 9 shall be used for finished grading around 9 9 concrete, sewer pipe or brick, smoothly finished and of owners of the various utilities before work is started. The contractor shall notify in writing the owners or the P 1 P remoulded at ends of all returns and at a two (2) keys. B. For sedimentation and erosion control use: structures and landscaping areas. semi --circular section conformingto the inside diameter of the connecting sewers. Make changes in size of grade errors es chan engineer of any g, , or omissions found on maximum spacing of 40 feet. 7. VALVE BOXES 6. DISPOSITION OF UTILITIES gradually and changes in direction b true curves Provide 9 y 9 Y these plans or in the field before work is started or resumed. 2. Contraction Joints - Unless otherwise provided, 1. Baled straw and ha that complies with the Y P such channels for all connecting sewers at each manhole. contraction joints shall be sawed joints spaced 10 Shall meet local standards or in the absence of such, shall requirements contained in Section 02900. A. Rules and regulations governing the respective SEEDING feet on center. comply with the following requirements: utilities shall be observed in executing all work I. Infiltration - The contractor shall furnish necessary 2. Silt fences manufactured of fabric specifically under this section. equipment to test sewers for infiltration. Infiltration rates 1. PlantingTime: Do not plant seed on frozen soil. Do not perform seeding when P P 9 3. Finish - Tamp and screed concrete as soon a A. For iron body valves, boxes shall be approved made for such purpose shall conform to the P P requirements of AASHTO M 288-90, and be q B. If active utilities are encountered but not shown shall not exceed the Local Standards. All sanitary sewer lines upon completion will be required to pass a low wind exceeds 15 mph. Do not seed between calendar dated from November laced and fill an hone combed laces. Finish p y y p square comers to 1/4" radius and other corners standard buffalo -type cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 1/4 approved by the Engineer. on the drawings, the Engineer shall be advised pressure air test, unless otherwise directed by the o acooue o e 15 tMarch 1 r from June 1 tSeptember 1. P to radii shown. inches. before work Is continued. Noblesville Department of Public Works. Said test shall be 3. Temporary CMP drainage pipes chosen by the conducted according to NCPI Standard method, and shall 2. Protect seeded areas against erosion by spreading anti -erosion mulch after F. Concrete Walks and Exterior Steps B. For Brass body valves (stops) boxes shall be Contractor that are adequate to perform under C. Inactive and abandoned utilities encountered in be witnessed by an inspector authorized by the Noblesville completion of seeding operations. Spread uniformly to form a continuous approved standard cast iron extension service boxes, subject field conditions. 1 excavating and grading operations shall be g g g p reported to the Engineer. They shall be removed, Department of Public Works. Infiltration under test shall not exceed 200 gallons per inch of inside diameter of � blanket not less than 1/2" loose measurement over seeded areas. 1. Slopes -Provide 1/4 Inch per foot cross slope. having a minimum diameter of 2 1/2 inches and having lid held in place by a brass or bronze bolt. 4. Temporary seeding that complies with P Y 9 P plugged or capped as directed b the Utility P 99 PP Y Y sewer pipe per mile of sewer in 24 hours and inclusive of Make adjustments in slopes at walk intersections as necessary to provide proper drainage. the castings shall be coated with two coats of coal - requirements contained in Sections 02900. Company or the Engineer. all appurtenances within the section being tested such as 3. Anchor mulch by spraying with asphalt emulsion at the rate of 10 to 13 gallons tar pitch varnish. Furnish two (2) keys for bolt in 5. Three inch maximum size coarse aggregate that D. It shall be the responsibility of each contractor to manholes, house connections etc. per 1000 sq. ft. Take precautions to prevent damage or Staining or 2. Dimensions -Walks and steps shall be one course lids. is free from deleterious materials and does not verify all existing utilities and conditions pertaining J. FlushingSewers - Flush all sanitary sewers except building y P 9 construction or other plantings adjacent to mulched areas. p g � construction and of widths and details shown on the drawings 8. STOPS contain more than 10 percent materials finer than P to his phase of the work. It shall also be the P sewers with water to obtain free flow through each line. No. 4 sieve. contractors responsibility to contact the owners of Remove all slit and trash from appurtenances just prior to 4. SCHEDULE OF GRASS SEED MIXTURE 3. Finish - Screed concrete and trowel with a steel Stops shall be those manufactured by Ford or Mueller C. Slope protection shall be provided by: the various utilities before work is started. acceptance of work. Mixture For sunny to partial shade areas: trowel to a hard dense surface after Surface Corporation with A taper thread, and with copper compression type fitting on outlet, or approved equal. 7. SITE GRADING K. Plastic Sewer Pipe installation - Plastic sewer pipe shall be water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing 1. Using stones that weigh no more than 150 installed in a accordance with ASTM D2321 per latest 0 Proportion Min.% Min.% Max.% Provide 1/2" expansion joints where sidewalks 9. BLOW -OFF VALVES pounds with at lease 20 percent weighing more A. Grades: Contractor shall perform all cutting, revision and no plastic pipe shall exceed a deflection of By Weight Common Name Botanical Name Germ. Pure Sd. Weed Sd. intersect, and at a maximum spacing of 48 feet than 60 pounds while no more than 20 percent filling, compacting of fills and rough grading 5%, between expansion pints. Blow -off valves shall be those manufactured by Mueller weigh less than 20 pounds for hand placed required to bring entire project area to grade as Corporation (H10283 of H-10291) or approved equal. riprap. shown on the drawings. L. Storm Water Connections - No roof drains, footingdrains 45% Kentucky Poo pratensis 80 85 0.50 Bluegrass G. Curing Concrete -- Except as otherwise specified, cure all 10. ANGLE VALVES 2. Using geotextile fabric that is manufactured B. Rough Grading: The tolerance for paved areas and/or surface water drains may be connected at the sanitary sewer systems, including temporary connections 30% Chewings Festuca rubra 85 98 0.50 concrete by one of the methods described in Section 501 17 of the Indiana Department of Transportation engineering fabric conforming with AASHTO M shall not exceed 0.10 feet plus or minus above the during construction. Red Fescue Specifications, latest revision. Angle valves at the end of water service stub are to be copper 288-90 for reducing soil erosion and that is established subgrade. All other areas shall not 20/ Perennial Lolium Perenne 90 98 0.50 compression type fitting, and are to be protected with plastic approved b the Engineer. PP Y 9• exceed 0.10 feet plus or minus the established P All banks breaks in be M. Waterline Crossing -- Where water lines and sanitary sewer , Ryegrass 'Pennfine H. Concrete Curing Compound -All exterior concrete shall be bag over the valve. 7. EXAMINATION grade. and other grade shall rounded at to and bottom. P cross and water lines cannot be laced above the sewer P with o minimum of 18 inches vertical clearance, the sewer Redto A ostis alba 85 92 1.00 5% p g coated with curing compound complying with ASTM C 11. TAPS must be constructed of water works grade ductile iron pipe 309, TYPE 1-D, class A. A. Examine all areas where slope protection and erosion C. Compaction Requirements: with mechanical pints within 10 feet of the water line. P 5. Sowing Rate: Sow grass seed at the following rate - 200 Ibs/acre. J. Concrete Testing Concrete testing shall meet the 1 inch taps in lines smaller than 4 inches shall be onlyb control are required. g� 1. All engineered fill beneath floor slab -on- N. Utilities - It shall be the responsibility of each contractor to a requirements established for structural concrete to be used in building on this site tapped tee or tapped saddle. Water service lines should be marked on curbs with blue paint (sewer lateral locations - red). B. Request underground utility location service to locate all grade floors and over footings should be verify all existing utilities and conditions pertaining to his The following formula shall be used to determine the amount of utilities within work areas. compacted o dry density of at least 90 phase of the work. It shall also be the contractors commercial seed required to provide in each kind of seed the specified q p P 4. HERBICIDE TREATMENT Taps onto existing main shall be performed in accordance with percent of the Proctor maximum d P dry responsibility to contact the owners or the engineer of any quantities of pure live seed. rules of the Indiana American Water Company having jurisdiction. 8. INSTALLATION density (ASTM D-1557). This minimum compaction requirement should be changes, errors or omissions found on these plans or in the field before work is started or resumed. Pure Live Seed x 100% x 100% = Pounds Commercial A. Provide and apply commercial chemical for weed control In 12. DEPTH A. Provide temporary construction entrances at all increased to 95 percent for fill Purity x Germination Seeds Required paved areas Chemical shall be registered by the environmental protection agency and supplied In granular, ingress/egress locations to reduce or eliminate transporting supporting footings. 0. Service Laterals -- Individual lot service lines shall be 6" in liquid or wettable powder form. The Water Mains shall be laid to a depth not less then five feet soil or mud by vehicles to roadways and public rights of diameter and of material equal to that specified in 2A of 6. Commercial Fertilizer: Complete fertilizer of neutral character, with some (5'-0") below ground cover. way. Construct these entrances by installing a stone mat using three inch maximum crushed stone. This mat shall be 2. In cut areas, where pavement sections are planned the upper 10 In. of subgrade this section Service line- shall be connected to the main sewer by a wye at locations generally shown within these elements derived from organic sources and containing following percentages B. Apply according to manufactures specifications. 13. METER PITS a minimum of 50 feet long by 12 feet wide and at least 6 should be scarified and compacted to a plans Service lines shall be extended and cappeda at point of available plant nutrients. For lawns, provide fertilizer with percentage of 5. WHEEL STOPS inches thick. Drain wash water to spray the underside of p y dry density of at least 95 percent of the 5 feet from the proposed building line or one pipe length for nitrogen required to provide not less than 1 lb. of actual nitrogen per 100 s .ft. 9 q P 9 P q The Contractor shall furnish the meter pit s) and vault of the vehicles and tires when parked in the stone mat. Provide modified Proctor maximum dry density those services on the sewer service lines shall be marked of lawn area, and not less than 4% phosphoric acid and 2% potassium. Provide P p P A. Wheel Stops psi compressive strength precast, air- 2te, type as shown on the construction plans meter to be spent wash water drainage into a sediment basin or trap. 9 P• ASTM D-1557 . An grade raised fill ( ) Y 9 with a 2" x 4" or PVC riser. nitrogen In a form that well be available t0 lawn during initial period of growth; n entrained concrete, approximately 6 inches high a inches a furnished by Water Company) along with all necessary quick - B. Install temporary perimeter, diversionary, and interceptor placed within 1 ft of the base of the pavement section should also P. New Sanitary Sewer Main Construction - Contractor shall Y at least 50% of nitrogen to be organic form. g g wide, and 7 feet long. Provide chamfered corners and disconnects, valves and appurtenances. This cost shall be included in the bid amount for water lines. Meter pits must be dikes as shown on the Drawings and other places where compacted to at least 95 percent of the record dimensions of each service line stub from nearest drainage slots on underside. 9 equipped with storm sewer drain or sump connected to storm required in the field. Their purpose is to divert sediment laden storm runoff to an on -site sedimentation trapping modified Proctor maximum dry density. This can be reduced to 90 percent for downstream manhole measured along the sanitary sewer main. The locations of manhole and service lanes along STREETS & PAVEMENT 6. PAVEMENT MARKING PAINT structure. facility or to direct storm water away from exposed slopes. engineered fill placed more than 1 ft below the base of the pavement section. with any other construction changes are to be Incorporated on the original construction drawings and 'Record 1. SCOPE OF WORK A. Pavement Marking Paint -- Alkyd -resin type, ready -mixed 14. TESTS C. Provide temporary discharge controls that limit Drawing" prints submitted to the City of Carmel and complying with AASHTO M 248, TYPE 1. Test the piping for leakage for a period of at least two hours at concentrations of storm water flows by using level spreaders, gravel outlets, and temporary drop piping shown 3. The com action should be accomplished p p b placing the fill in about 8 in. Loose y P 9 the engineer as soon after completion of construction as possible. The work required under this section includes all concrete and q bituminous paving and related items necessary to complete the P 9 ry P B. Color shall be white unless noted otherwise, except for a pressure of 150 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the on the Drawings. 9 lifts and mechanically compacting each work indicated on drawings and described in the handicapped spaces and access ways which shall be blue. water distribution mains, flush out the system until the water D. Provide sediment traps using silt fences, straw bales, or lift too at least the specified minimum dry density. Field tests be STORM SEWER SYSTEMS specifications, including, but not limited to: 7. FIELD QUALITY CONTROL runs clears. As soon as the system has been flushed out, it Y sediment basins as shown on the Drawings. Utilize detention pond facilities initially as sediment basins by density should performed on each lift as necessary to All streets, parking areas in contract limits A. General -Testing in -place hot -mixed asphalt courses for shall be sterilized in accordance with the requirements of the local water department. P installing a temporary riser pipe as shown on the Drawings. insure that adequate compaction is being achieved. 1. SCOPE OF WORK Curbs and gutters Sidewalks and concrete slabs, exterior steps compliance with requirements for thickness and surface P q Install a marker to indicate the maximum level of sediment accumulation to indicate when the facility requires cleaning. 4. As a minimum, all earthwork fill shall be l i ti this t t all dstorm sewers, storm d under s section includes a The workpaving. smoothness. Repair or remove and replace unacceptable Shall be done by an independent testing laboratory Remove and replace the riser piping when nearing the compact to 90 percent of standard water inlets, and related items including excavating and with scope of testing and inspection approved by engineer. completion of the Work and when approved by the Proctor maximum dry density if not backfilling necessary to complete the work shown on the drawings. Engineer. Remove accumulated residual sediment at that time treat the Place the facility into specified specifically in these specifications or In the soils report. C. 6y and residue as waste. detention 2, MATERIALS ��0 ' a storm water mode of operation. \STE ` �� .�F'G RFC E. Hand place riprap a minimum of 12 inches thick on 8. TESTING AND INSPECTION SERVICE A. Storm Sewers .�r v N0. designated slopes to comply with the Drawings. Begin _ = placement two feet below the tow of slope while firmly imbedding each piece. Contractor shall employ and pay for a qualified independent geotectnical testing laboratory to perform soil testing and Reinforced concrete sewer pipe shall conform to ASTM C-76 latest revision, with joints conforming to ASTM C-443 = 910326 = No. Date 1ZeV1S1011 - -O A D G E R Specifications Date 09/05/21 F. Install fabric for in Inspection service earthwork operation. Scope of testing and latest revision. = -J STATE OF 1. 1 06 2 Revisions Per Carmel =; <v J� geotextile slope stability accordance with the manufacturer's recommendations. Unless inspection shall be approved by the engineer prior to earthwork o erations. P B. Roof/Downspout Connections O.� NDI A - �� Job No. 21 -056 otherwise directed, install the fabric with the long SS�CNAL �- E N GINS E RIN G dimension parallel to the toe of slope, and lay where a free is that is All gravity plastic storm sewer pipe and fittings shall ' � � `' Scale smooth and wrinkle surface obtained not under tension. Overlap subsequent fabric layers by at least conform to ASTM D-3034, SDR-35 and meet a cell I , , , , , , , , 990 W. Oak Street City of Carmel Clay Township, Hamilton County, Indiana NTS 18 inches. Secure fabric usingapproved fasteners and pp classification of 12454-C. Flexible gasketed compression joints shall be used for PVC. No solvent cement joints 1;0-e-� Zionsville, IN 46077 Design By Drawn By Checked By Approved By cover within 30 days using materials approved by the Engineer. shall be allowed. (765) 485-0000 CC$ F DMD Sheet No. C700