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HomeMy WebLinkAboutC010.0� r � � GRAPHIC SCALE i5a' 0 JS' 150' ( IN FEET ) 1"= l50 FT WDCX SHT. DESCRIPTION C001 COVERSAEET C100 TOPOCiRAPRICALSURVEY SITE DEVELOPMENT PLAN C200-C7A2 SITEPLAN EMEAGENCYSTORMSEWEROVERFLOW BOUCE [MTIAL STORM WATER POLLUTiON & PREVENTION PLAN TEMPORARY S'CORM WATER COLLU710N & PREVENTION PLAN C300-C305 PERMANENT SEDIMENT & EROSION CONTROL PLAN STORM WATER POLLUT[ON & PREVENTION SPECffICATIONS STORM WATER POLLUTION ffi PREVENTION DETAILS STREET PLAN & PROFIL.ES / INTERSECTION DETAILS CAOOL403 SI(iNAGE & LIGIITING PLAN PAVING POLICES / CURBING POLICES C600 STORM SEWER PLAN & PROFILES C700 WATERPLAN CON37RUCTION DETA[LS CS00-C803 ' 3ANITARY _ •STORM •STREET C900 LANDSCAPEPLAN REV[SIONS SH7'. DE9CRTPPIOIi ALL REVSSEDPERREVIEWCOMMENTS RELEASEU FOR CONSTRl1CTI�N Su6ject to compliance with all regulations of State and Local Codes City of Caimel `y�nY��` �\:uu�kbn�.�. �, DATE: �IZ��IH��Ig THE AMENITY AREA AT THE LEGACY THE LEGAC� PUD ZONING Owner: Falcon Nest II, LLC 1356 Beverly Road Mclean, VA 22101 Contact: Rajai Zumot Phone: (703) 893-7233 Email: rzumot@zumot.net SITE > � Q O a � Developed by: Platinum Properties Mgmt. Co., L.L.C. 9757 Westpoint Drive Indianapolis, Indiana 46256 Phone: (317) 564-7301 Fax: (317) 564-7302 Contact Person: Edward E. Fleming Email: EFleming@Platinum-Properties.com cvrrcc�.i urc�vr, � �--� �— i ' � � � _� i � i i i � I i i � __ i �� � I ' (I � i I l_� � _.. _1_ _ iJ�G � PICKETTPLACE r q �� ' F�z�.�E� j � w p , r G� �E��p,�Y � — � � n �, i � i � I , `r �i I � ^ Fa' MCCAIN WAY m i i � t ,; � ' . �__ _. _ _ 1 __i ,_._J ANTLQUCTY DRIVE A1,ICE ___ _ _ . ..._,._.__...._.. � i ( II i � i i i ( � � —�\\ ,i �/.,�i� f � 1, the undersigned Registeeed Lavd Surveyor hereby certify that the includrd plaz conectly represents an Amenity Area a part of the Northwest Quarte� of Section 2J, Township 1X North, Aange 4 Eas[, and part of tFe Easf Halfof the Nettfheast Quarter of Section 22, Township 18 North, Range 4 Eatit, Clay Sowoship, Hamilton County, Indiana, more particularly described as follows: Begin�ing at Ne soufiwest corner of Lot 92 iv The Ride at tl�e Legacy, Section Fom, rttorded in Instr. #201800731 l, Plat Cabinet #5, Slide A803 in the Office of the Recorde� for fiantilton County, said poirt also being a point ou fhe boundary of The Ridge at the [,egxcy, Section Three, mcocded in Inetr. 82014054239, Plat Cabmct tt5 , SGde it279 in sa�d Recocdets Office; lhe following tw-o (2) coa�ses ere along said boundary; (1) Nortfi 90 degrees 00 minutes 00 seconds Eaat 182.44 Ceet; (2) North 08 degrees 23 minutes 57 seconds East 48.1b feeq thenceNorth 90 deg[eae 00 minutes 00 seconds &ast 19_00 frwt; t6enee Sonth 00 degreas 00 minutes 011 seconda East 118 feet Yu the point of ewvature uf a cwve concave eastexly, the rnclius point uf said curve bei�g Soueh 90 degrees 00 minutes 00 seconds East 275.00 feet from said point; ihence Sonih alemg said curve 151i3 feet to Ne point of iangeney of said curve, said point being Swth 86 degees 44 minutes 35 seconds Nest 275.00 fce� Gom the radius point of said curve, said poi�t also being the point of curvature oP a curve concave northeasterly, the radius point of said curve being North 86 de�ees 44 mirmtes 35 seconds East 10.00 feet from said point, thence Sou[heast along said curve 15.14 feet to fhe point oftangency of said curve, snid point bcing South 00 dcgrees 00 minutes 00 seconds East 10.00 feet from the radius point of said curve; thence North 90 degrees 00 mivutes 00 seconds Eest 12.82 feep thence SouN 00 degrees 00 minutes W seconds East 50.00 feet to a point on a curve concave soulfieastedy, the radius point ofsaid curve being Sovth 00 degrees 00 minutes 00 eecrovds We,st 20.00 ket Crom said point, thwoe Soulhwest alovg eaid ourva 31.42 feet to thepoivt of tangency of eaid cnrve, eaid poivt being SovHi 90 dc@rees 00 minutes 00 seconds West 20.00 feet from the radius point of said curve; thmce South 00 degrees 00 minutes 00 secoads East 229.41 fect, iLence South 90 degees 00 rttinutes 00 seconds West 56.64 feet, theuce South 67 degrees 46 minutes 22 seconds West 18.47 feeq thence South 90 degees 00 mirmtes 00 secoude Wesc 330.00 fcet to a point on tl�e boundazy ofThe Aidge at the Legaoy, 3ection Five, cecmded in Instr. # Plat Cabinet # , Slide #_ in the aforesaid Recordets O%ce; ihenec North 00 degrecs 00 mirmtes' 00 seconds East aloug said boundacy 209.99 feet to a point on the baundary of rhe aforesaid 7'fie Aidge at the Legacy, Secrios Fow, t6e folluwing two (2) courses are along said bomdary; (i) Nott6 00 degrees 00 mimtea 00 seconds L�ast 75.00 frat; (2) North 90 degeas W minutas 00 seconde RasY 132.00 foet ro tha plaoe of beginning containing 2J49 acres, more or les; subject to all legal highways, ri�ls-of-ways, easements, and resirictions ofrecorcl. ; __1 r i __ 1 �� i i i 1 I � � i r � _. i i � � ._-I —'I � � '—_� � i � i � ,,i....._ _ ... _i � i r _ � �_—'_� 1 �_ __yl � ---i i_.._.._.._..._.. ,�.___ __._......_.._......r i- ' i � � i � W I � ? . ,,_....._...._...u. a. W Ca W � ', \ SOILS MAP SCALE: 1"=1000' Map Unik OcA- Ockley sitt loam, 0 to 2 perceot slopes OCA -0ekley silt luam, 0 to 2 perceut slopos - This nearly Iwol, deap, wcil drpined soil is malnly on brvad terzaces. It is also on small rises on uplands'. Most of fhe mapped xreas are elungated and are parz7lel ro major streams. Some azeas on uplands are irregular in shape. The mapped ereaz mnge @om 2 to 250 xres in size. � Map Unit: FxC3 - Fox clay loam, 8 to I8 percent slopes, severely erodeA FxC3 - Fox clay loem, 8 eo 18 pment slopes, xeverely erodeel- This moderutely slopmg, wall-drained sml is on side slopes adjacent to drninageways on [erzaces and in domelike areas on uplands. It is moderatcly deep avcr sand a¢d gravclly sand. Thc mapped amas range from 3 ro 40 acres in size. .Map Unir. We - Westland clay loam Wa - WasCland silry clay lonm - This nearly lavel, daep, vazy pa�riy dreined wil ie i� dap[essions, swates, and �arrow drainageways on ouhvuh plains. Rmoff fmm higher adjacen[ soils is ponded on this soil. The mapped areas are mos(ly elungated and are para0el to streams. The arens range Crom 3 to 200 ecres in size. . DESIGN DATA I BLOCK 2950 AC. = 2.75 LOTS/ACRE ANTIQUI7Y DRIVL 35.00 L.F. LARSON DRIVE 328.8fi L.F.. TOTAL 363.86 GF. DGS10N SPBE� LIMlT: 25 M.P.R 7AYInG: PUD (PLAiWi ED [1NiT DEVE40PMEN1� BOILDINGSETBACKS ERONT BUILDINQ LINH 70'20' HRONTAGH ROADS SIDE YARD/AGG2EGATE 3' MM./6 AGG(LEGATL^ REARYARD 10' DISTURBED ARF.A AMEN[TY 2JSAC AREA OPERATOR ON N.O.I. LE'ITER: Platinum &operties Mgmt. Co., L.L.C. 975% WfSt(fOittt DIlVO Indianapolis,Indiaoa 46256 ffione: (31'� 564-7301 � ConWct Person: Edwazd E. Fleming UTiLITY CONTACTS: Cazmel Sewec Department 760 3rd Avenue Southwest Carmel, lndiana 46032 Canne! WaterUfilitles 3450 West 131s[ Street WestSeld, IN 46094 AT&T 5858 Norih College Avenue Indianapolis, lndiana46220 Brighthouse Networks 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Duke Energy 16475 SouthpazkDrive WesCfield, Iadiana 46074 Vechen Energy 16000 Allieonville Road Noblesville, Indiana 46060 FLOODSTATEMENT NO PORTION OF THIS SITE LIES WITHIN A FLOODPLAIN PER FIRM 18057CO231G DATED NOVEMBER 19, 2014. BASED ON THE NEMA BASE FLOOD ELEVATION FOR THIS AREA, THERE WILL BE NO POTENTIAL FLOODING OF THIS PROPERTY VIA OUTFALL OA STORM PIPING SYSTEMS. PLANS PREPARED BY: STOEPPELWERTH & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 7965 E. 106TH STREET, FISHERS, INDIANA 46038 PHONE: (317)-849-9935 FAX: (317)-849-5942 � CONTACT PERSON: BRETT HUFF bhuff@stoeppelwerth.com PLANS CERTIFIED BY: �� �/rs��2n� Ol/16/2019 ,,.,,Oj�s�oEq� OPERATING AUTHORITY �STOEPPELWERTH a �`�:'�E-��s�ERF� CITY OF CARMEL (317) 571-2441 PROFBSSIONAL ENOINEER '� F NO. ONECIVICSQUARE N0.19358 = ; �93� CARMEL, INDIANA 46032 ;-$•,, sinrE oF i,�._,a VICRJITY MAP SCALE: 1"=2000' oEPPfYrtAEM Cf ENc�NEE%���81wLL������� OJNSIRUCIKK��PoA��RTFStGORSN'� � . M![l SI�EWP1/6. ALOW � �� � qEpp{¢D. MFlIT�r� IXFl�TPAT�ON SNPLL�T'X�'Q'a 9EqS�INFEChOfJJDMC OPIOPCGICAILYTE�� ����WA� MNNS SHN1 BE PRESSIJFiG WJD LFA✓.HGETESTED. PLOOD MAP SCALE: 1 "=1000' THE AMkNITY AI28A AT TFIE LEGACY i........ ..... _........ _.. I CHERRYCRETKBOUL�VARD '`� i � � � , I ` 1 I 1 � I �, � � � � — — � I I ,,�' l � � � � � �� � II, x x.: \ i, ,, ii � :A\��, �� I I� I x�� x x \\ ��� ��'�, '�"�� � I I � �� � � a'� � ,A� � — I,', � � � 0�� i �� �� I �� �F5 5� � � '�' � , ��� ° =° x. � x "� � �,' � "�� � 5� ��' � �` � � 11 � � � � �� � � I �i�'� ��' i � � � � '� � � � ;I' Ix' � � I I — — — - . � . � I � I � � A :� � ;- 3 � � HS. DRY D�T�VTIOV #2 � x� I��I ' DD2 �v, _ . 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' _. . ��� CHERRY CREEK BOULEVARD �r � (BY OTHERS) � J� . � � � F R FV '_ . . � � , _ . E � _-� -. . o _ � ¢ - - - _ � a - �____ � ` `� '� - ____ � � .. ..._ . . . . . ��� � <<,�iie,<��i�nti��zrx>a�ztn,irE�t�>Sum���>�iie�a hiFnti,,iaFti ����� . ��. ...� __�--� '- -- t\1 F7i�Ni-IUi] C ILIcLLK kiOLf I � �ILU CUVSi KL{`N(S�RiTSTAiA`. �, _ _ RELEASED FOR CONSTRACTIDN �, � ,. Su6jec��ocompliancewithallregula�ions � � � --- -- - - - - o4S�a�eantlLocalCodes i � --'" _ City of Carmel � � � - `�j�sv�� �VonVN�nl.� � . onrE: 12/18/19 1 � � x' � : 1 I � � � x xi x -' K .1 x � � —,; � -- � � " _„ , , ,— SlflFl IV�IAI.1 i F�n'>IIA. �lo�l AC(I�SUIJAI .. I PRIUIt I U Ci)AC I hU( I iUV. _ �� , _ I � x � _,� J M � � \ I- � 3 � a � I . , � � K�i'c���x`i" X x; � I ^ I a �p I �" h — — . i X � � X � � ��' � �"�� I � I � I � � I ��= � �� � i i � , H � � .a`� >`o b . I � (� ' X:.. . x'�� � x � � x X� � I I � � ; -.. . ,r� � F� i � � i ti� I s i�i �n1c; x� I x x)' .k��' °� >{.'�z ��� . �,�������„ � ���,a � �� � �_, � ► � � �I�I�fLUILTdV . � � � iooUnLC e �L4� � x a x x �� � � �onau-ia �' I ���viorr ��o�iiei��nov �ii�..� 1 uu�n=�nw 1 ,� � EX. BASIN (VSS) N.P.-746 75 � � �• , � YH_ iL�V_ /49 . VF R FV 74 � I 1_ � � E �� I` � X — X. - UIIIJ I1 l R riSNc � (OAIKICIUI �II1II CPJ:II1 liu AII��A AADDIPIIIUT ALI. IAItiIIAll I III IIII � PRIOR 10( ���IRI�( I Il A 10('OAI IRVq ��,��:� ,�<���<���:��,���<��<<������������,�����,��,�,� „��� UIV pAI.RI�.0 AI II I.tU�,�IGI C IIUA Rllt,lAti �I.I �ULI11 IIII cUvlRV� Ir1R�RPSPOASIISII II1�. u ii �,iii_iii .ici,,.ar ioiaiio��ri i�uii�.a�.,unu_s. nu izri.�,i uitiiciiario��rion5u�ii iti.�riu�. ���.���>������� � �� ��� ,���� ��� � �, �����,� �� ���� �� �,� ����� ��� �IIAILlil.11l( \II.DAtIlI11�U�1�_PUOfUI Illl-PI:UPOSL'D RIGIIT OI� ISAC . LEGEND � �„ ��,E - U�CRHf1DfLF(�31CLIAf5 �,.����� ��� c �a�� ,�z�, � ���� • ,����,�� . . � ._������,��,��t ��� •� ������ <<�a�,�.� � �„���,� � �..��,� � ��,� FFv�i in , � ro��raroirs i. '�,. � 1 < �a� ,� ,��� c���, i�� +o rr -� ::�,ine�ii ��r<rT�rnr��o��rk i�nin< <in cu�tini �iosii.roi� � S\vl 1Ry \II �lil tR�\�l ��Uul IIU1Uv IIII SITE. "�s --- G���ni i,��ui�iaoiac,�iiuoi�ranrs nuuiii ititiioi.��ii�i TELEPH NEPEDE�bL ��4 FCSID��TI.V l6IHIl0Ah�HVIIOIh �Ol III IJAIlllAflal �ci�.�i iti.iuiuriv [i�� � AI \'F , o cLu�olT . STOR�1 ll ATCR (�O�TROI � tiIIUR� O� l4AlII.VI]IIIt ���I�.IVI1111 SIIPPPiC���Oiq1011lll311 ���J�R����I. PSIAIIIDA�40U�A�II<4CII111.. Il RI 9YDR VVT — - - — ��,����u,r��� •���, ISI V( IIVAHK� V�IAAD1RIJU�hVI)ItiklACflA(Itl II $fANIIIJ 95RI11 �� hl Afllll�. 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F� ]�.�u �..0 t� I rLlA 11I I IAi� ]I I I LVIIIA A1 RI AII IIA I�N - �i i i u,; i -n-� ia a n i � .,,..i ,.. n i i i.,� i i i n i un .� i r. . �u� i i � i,. �i . ii �i n. ..__ i i ,�� .�����< i� ,i , ir i n��„ii „i��i.�r..y��.���� � i�tir��iii i n�n ii i.iaiiniiw�iiira�ii�i�iouw>nun �ocri �iu �i n,�ii� ni �oiarci �u ai i� � u�. i +i C i a s�i i i �i��i� ��wi i-�� i.��i r i �i i� .r,�� .i c�,k��ni.��n,�.c���.c iti �_ ii . . in�_�.��.�n.i,..�.......� .i. iisnorii � r�iii�n����om iveti���i� ioiu�rsroit���in'rc �sna<n � IJNN VIIiJilllAII1L1 P�i.,i � Av_ I . I hr5 IC 1, vIIM1 � I I In� VAaino AA I I ��.•[ I � :iWV ( I �I��z.rl P. W c:T L. � Cesi �n- 1, c lini.11[.� IF-4111 � I..i.Jin lu pP.�alicF. lu..�n...b�l..��xi�.enl I I `Q �0 Ai _ 19358 : _ ` Sr ro .'¢< � <>� � �t�N` ����"` � s'bNn� �",.� � - i � � � � J o -- W Q � � ' � ¢ m � 1 � O ^ �� /\ V • ♦ � � � • � � A-�I � W � � � � � �^/ w W F— � � � � C/: O.. W �r—' isn� � � � W � '.'"f w � �' F-' (.L � � Q � C � �;.ai i C303 THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. i�rit5o� o�5n,_ ri;si�o�,iiii.r_ i�oit i;i<o5u>� co�„<oi.�. i�i� ri r.wmu rno��i�,t,i���,sa-�zni �� � �,��� ��,�� ��a�,� � �<,.�,��k� � ,���� ,. . � � � . � � � ,� � ,�,� , . � ��,� � � ,� ��,��� � ���,��.� � �., _ � a�:.� � �.��� � - �� � - .,�„�.., . 1 : s_; : ' s; s+s��;'rr __:_ ._ i> s.:t � �� i»�, , , ������:_ 91:IfRVII I�] _Olt t�, � „� ��� c��nsritr.[��rumsr�u�.Nci.r��uitruui�<�srri�i.itosiovco�ia�a i�it�criciS �«�,��„<<.���, � ,. � �.�� �,�. �� . � � ; � _� � `� � �_ � _ � �:�� ���, f � � ��' � � � �:I � � � � . � �� � ���� � � � ""'`' �„:� �� ��.� �. �'! ' °� ��� � � � � � � , . .� ����„ ������������. �������� �,� � � . , � ., � � �.�.�.: ,� ,.��� ...�.�, � la cl�PiiM1e �. . I I o �I� �. ,. . � I �. ....w.i. ,i _i , i w�:��.. i.i:�� :v.�. �. i i i � i i a�a�ii. . �,n��y .i , n�n�w��,o� i . u , i�, a� i ni . , i i , r�..,�.. i i ,.- � i �„ii..i a� i i� i:...�. Im I 1 J� I I J � �ND�� �DLnL LO � � 5 �U�Z� ��:� � �'.�Z ��O�.�.0 � ���N [� ���Z�.U��.� � �UN �)�'. ��/���. �OI la.c �IJ. iri c,n iu ii. x .�i ..,roi� �,�iiii ai ii.i.u.ii i.. . iu. iiia i..i�i �. .i .n Druo INeI ProliLLion BvskLL I[ �h � t ttti i t d t [ 2 th f 11 d i Lns P P B P th - t t tll t b � th t t M t t t s t It � dl 5 t tl htl � V Ih b tl [th d� t I ttA il t[ t IM [ fh all P d ��[i[ b k I I�ILt LL� ❑� II t� �d�Ly f I tl� � Img J f& il il i�� Cil � i g 1'I 1�gli I IIb Is 11 6{ IG I�LLL lIJ t LLd L I d 11 dL 1 LL'I GIILe i �g. "tl �1�116 II tl� .14Y d�.� d y B I g II� Itl y.Ili. p � III�I❑�bli t1 vee b-..ILe II �ux nny leal.age bet -zrn iM1e basAx� und asting "fhe �op f�h ba�ket shell b p n�o pavent e��m�,e a��m�e i,eo.y Fm�m e�zm5. Pobeir.shallbc� npolypmpNcncelloninglSQSgaU'miro9qin. Ifnon�oovcnNbtic rt.xA,[M1e moimeoanae'mfxrmle eM1onld M1e Imreaoed In oeploreelM loden faM1ria. TM1e C�bncaholl be attaoLed m the Ramz avd [olded nndev tlix botlom m helpseal oeoins� �he inK This device shonld be nse� in conj�notlon �cl[h o�hav Bast Monogement Pmehoea to ' va�hssfflci no}'oflheei��conwnhelplai SupVliaa for LM1rs prniLml md Wr I.nkrntla S��yply Inc. (]I� 2RI-2fifil, l'wfgmss Inc (31�I ft9td115. ceoc�.e e Feo¢ u�oa�u�er � ' .--i�x,=s - ��-: woorcauo.z,uiereqa� � , �Ns ,.- r .. . �aa�� Temporary Construction Ingress7Egress Pad Cross-Section View Worksheet Qarge sites two acres or larger) � qvasbn PIEge'M1M1 9:1 SM Gmtle>2% J '� _ � GeobxtlkieMc UM�i�R � d � - H=HBIdrtMqvaNmNtl9e a Ww: emd�nmennnnl � COI�STRC CTION RNTRt�vCF. DF.TnIL F� _ AUI�-101('Vb �-"- �� � � o : o o �a o - ,,,�. .���, . � a p o � � ' Qa ui Q 0 a e 2s i u� � _ � �..w ��� RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel Jj¢a �t�Vo,VN�n,�� � onrE: 12/18/19 � wdk wm 1 ' ' \ � � 1 �7^ � � � �,�.� .���. �,.,. �: ,i „� � .. ii.n. � . .v ...i. N�.ISIIOCT DL'I�rUL ��.. •.:;� � � � � � � .- , � ; . � ,� - � � � � -- i �'�.,.�_.,, ...._ � : / \Illl / , j t� �,�:, ... �1 � �� / _ I ! ` .,� i � � , . �.:. � �� � � ieu i�i t�. srni�iF�r �nn�_i¢rn. or� «�F uis �. I�aio. lual�fltlt�. .. I nl.m.i �.... /' �'El.i ,� �� �.. � I , . , .. � i CLN131N1 I I PROIllCllOV UI�J�AII. �I Addirimial Urawiugsn Standard Silt Fence Perspective View 'I o ft (3.o m) maximurc between post 3G in (p.9 m) minimmn- fence suen m f� 9 Geotextiie class F � fllerclo�h �o,+ �� EmUetl po�i ontl filter clotM1 J a minlmum of B in (2�3 mm) verticaily into tM1e ground Fence Dost ^ 20 in (506 mm) ubove grountl Stendard Silt Fence Section Yew Fence post drlven =16 In (406 mm) Inlo g�ountl JoinirrgTwoAdjaceM Staple Silt Fence Sections Plan View Slaple Slapia pos� E%hlhlt 31q-0. SpBCIIICdtIOne Mlllllnume toi' SOt �bnce FaL�ic. Phy.skal prpprrty _ 4Vovrn fx4rie Nun-wovcn 1'ubric Itilmnnycihr�cncy 85^/ !lt"lu Trnsile alrrnglh al zah, o�nnPaenu: SI:w�LvJ alrrnglh 311 Ibs /lineur m 511 Ibs /Imc9r in. lxtraslrenplh SOlts./linca� i , 701Lx./Imenrin. Sho-ry il��w rnte U 3 y,al /mm /sq.fl. 4.5 gal /min /sq fY. Water flnw� re[c 1$ gal � i u./yy.(l. 7,?0 gel /mm /yy.[t. UVra.sisWnce 711yo HSiE SiltFenceIusYallatlonGnidclincc e. mern oerai o-ne r�pia� ma tl Ik-s, tl8� (203 )ofl�e f b� M1 II b M tl tl� t ih t M, HeaVy Sp '( t b� etell gtl� ltf M1oultlbe-n tl ty � �aple �I H/2� (13mp1)IOOg w b thNef II � g. h Ilb d.Fit t� ISM1allnotbe M� -I [pld� �tig� 1 SyntM1eCeftlterfabrosM1allbaapervoussM1ee[ ), TryehenoM1SM1allOebaoM'lledendthesol o[propylene,nylorypolyesterore[M1yleneyam ppmpac�etlover�he(Iltefineteriel. andsM1allbeoetllfledbytM1emenuhcWreror 8. Ifaflterberderls�obeoonsVocNtlecroesa supplerasconb �gtthfllwing dYCM1l�eorswale,iM1ebarrershellbeof requremenLs'. ylht fl fabresball sWfoentlengFM1foefmne[eentlflow,entlNe onT nulVaVl� y'M1bY09Bd9tBtifZer9 pldmm�figura�On6�aIIR6BmblBanarLOr toprovtleam �m mofBmonlhsofa�eGetl M1orsesM1oeeniM1Naeitlsorentetlupslope ueebleoons�mctlonllk. 9. FilterbarnerssM1allbere�nove4wM1en��ey 2. B I p shall be 10 ounces per square yartl M1ave servetl �he � eNl pwpose, bu� no� f b . b b I}i lo M1 b P v a a t r uf e n ue ��n a'n I10 )d n t- tl �.3316 IX�2 S��F P !IY � bl' tl. gl J t I N �� mle giM1 I6fry1_6 1. TI' G [b � tf t d N �.St IP t M1 Ilh P 1 ct nsbr t 9[h [ra [ 9iM1 Y N t flfer f t ' e� tl 9� f b' .I�'sdasg tlf l C s'nwM1eM1 4. S� k f(1[B b 0' SM1BII b¢ 1%2111(25 % p Iy 6h C10! OVB1180G �aW9 8IB 2Y�BG[Bd. 5 � atl q' I 1 11 lM1a p, Try h gh[ faslt(encesMallnotexceed3tt �� I g�h f3fl(0.9 y (0.9 J(M1'gh r(encasmay'mpountivolomea s. w r a ro �r�sure��s�s,e r em umcorntocauserewmorma tend �ds� mgthf'It I �h h Ilbea p p� ' mof3tt(0.9 �� M1 gM1l.amnmum 3. TFeFlter�abresM1allbepuroM1ased�n ofl4gaugeatlsM1allM1aveamaamummesM1 coi(nuousmllcuttotM1elengtM1of�bebarrier p �ngofeln(15om) �oewtltM1aisef��t_WM1 J�nfsere FI( B neoassary FltarG t� h IIb pl drogefMor 1. Tti d enibarrermaybecons�mcteU onlyaiasupPotlp t[M1 '- um6'n e�,�a o�=�a�da,d=�E, �n= �;nE�� � 9 P 9 Y (152 nm)overl p, d ly eletl. filt fbrc.lt�stlesgnetlrorlowormoderale 4 Pos�asM1allbesp d � f10F(3 H m�apetla�IM1eb � I ( tltlrven 2. TT h Bh�ofaXlterbarrershellbea securety'n�o�hegmuntl(mnmumotl2�n rti � oH5T(38tmm)ends�alino� (305mm7 NM1ene�tms�rengtfifa�r �susetl ceeeta'n�asimn). w�nom�newres�pporitence pos�specl�y 3. ButlaporrtantlardstrengfisyntM1etcflter sM1alinotenveatl6k(�.BSmj. fabrcSM1allbepulCM13setl�nacontnuousloll 5. AI¢OCM1SM1 Ilbee%Cdva�etldopl0%Ola[ely4 antloNto�heleng[M1o`tM1ebarrertoavotl�M1e � (�pp �wdeentl8'o(203mm)tlmep a of jo n[s I g IM1 I' e of posk antl opslope fmm Ihe 4 TM1CBMk099M1BIIbespeCBtlam3%�!llumof3 b3l-E- f t(OBn)apartattM1ebarre�locefonantl g, �yryenslantlartle�reng�hfltertabtic§ised,a tlrvensearely-n�oNeground em�mumot nesM1suppor�lencasM1allbefrs�eneE 9�n (203 mm)_ ureryN Ote upslape s tle oRM1e pos�s using 6. A[renaM1SM1allbeucevatatlappeoXima�ely4 M1eavydurywreateplesalleasti'n(25mm) �n(to2mm7wiaeantla�n(1o2mm)aeep �ong,tewresorhoqioqsThewresna�l aloigihelneo�e�akesantlupslopeimmlhe exlentlltoFM1ehenoM1emnmumof2ln(51 barre-. nm7 antl sM1ell not ex[entl mora [M1an 3 ft( 4.8 m) above Ne ot 9�nal gmuntl surface. SILT FPAC� IASTiVJ_�TION & SPRCIFICi1Tl0�'S Z TM1estandardstreng�hfllterhbtlosnallbe 9�B12dOfWftlIIM1� Be0tl8-n2W P � )ofiM1efabn shallboetendedinotho VenrJtTnetab- I II t #enamoreAan 3 tt(0.H n) ab ve [M1e otlglnal gmuntl suRace. 8 When e�elta st engih f It f b' and closer post spacing are useq fie ri re masM1 support fenoe ntay bB ¢Ilminatetl_ In such oes¢9 �h¢ flite� �abtlo Is stapletl orwiretl tlireotly N Na pos�s_ 8. The �rench shall be backtilletl and Me soll compactetl aver�M1e flltet tabnc. 10. Slttences sM1ell be removed when Ihey have ed tlie r useful p� rpose -bW not befnre �e I ahasbeen ermanentl P P P Y eteb I2ed Ine[ell parellel m ihe oomour of IM1e i d a m�omo�ma�o.zsa���o.a h d re�tlainageereaper�001t(30m�oP fece.EM tlentlsupslopeenou5h�oallow water to pontl behlnd th f nce. Fence posts bufedamn f'I5� (381mm} E%C3V3I2ZI(lICh4�p 102 rtl WIG2dtG8�0 ( � (203 mm) tleep. Install f wth slakes on Ihetlrnvnsla �tl B 121n 305mm of P Y ( ) fabtle In �he IrencF. ezlend ng Me bo4om 4 In (102 mm) towa�tl Iha upslope elda Back011 N nch w th so I ater al, antl compeot. Jo n 511 f esecloisbyovedappngsaPonsaitl na I ig wlih la[M1 ro Ibe nearest post Inspect twce a week and aRer eacM1 storm event. pa r ng as neetletl antl ra nov ng sed ment deposlls when Ihey reach one half the fence heigM. ..c�rr.aac �� ...,.� sarFENc�� �. ���, 1 tica�c: r� ;oo V � l I�.O A O I I .11 I nt �.- i I � O � t� � I� I I �_ i I � �. II I �-�1 � II I�,' 1 I I, i li li I �: II �I��. I �I Itici �� I � I i I I�i� udlli� �.>>n. ..�� p]iil� . ,I.�Ii.h�p�Th..i.pp.l .. ,al�-m I J[.c�, i,i�. Vi ip I liii_ P�� C. P e d�ac In 3 io 14 peme i.I>pe._ secerelv erodeJ I(z I��I�I �tla� ilp�_. h II II 1 tl�l� III��. -d �I >i.�i Ip iq� u I '.ys i i ii'.I i nll. � i pli I li�, nod�nlyd..P��»odood ivl�iiJT.nqn��izo E�Ion�,oAO¢..un. �I +I.nitll N iL Jd; I� VliAA:sr>,ind.i.�J'i�ln;in Ih�a;.rlylc�IJ�.G.�cnponl� alm�'.� .. I I�:C I R II'�- I I .il I 1-�'. I I h 1.7hr �d.�.�. io�IhJ.:,m.a.�..�.�.'JJn.l...lh. .. _ uii_i I1U �u n.ii ////i//// FUEL OIL TANK (DOUBLE WALL) ������ �CONCRETE WASH �UT f1�.1 ������� POSTING jCONSTRUCTION LOCATION DUMPSTER LME W ITI I(iEOTFXTILE WOVEN f ABItIC � k51STONL � ) �� q �'�� \ �s�� _=�$�oC� l" MIN. 3� FUEI.I�G & V P:HICI.I. MNNI IINANCI� NiF:A SECTION 'Z"-"Z" NOT-T(YSULE -BOSIo� CaV I IVoI Val I S go'` ' No. : _ : 19358 : _ `- � srn-ro- .'¢< � ��� � D.NM\ �e1�(��5� S �m ��. � - i � i �^' li W � o J o -- W Q � � - � a m � 1 1 ^ O � (./) • �_1_/ • z a �I �-�1 � � � � O Ci. Ll�. w � � �-�r O � � O.. w � itin� U � � W � :� Q w � �"' Z W � C � �;aii C304 S I I SpI.A-A,A 0 > d d F�_ n c� �a �M� � o `r Qo,'a ¢� a� THIS SHEET TO BE USED FOR EROSION CONTROL ONLY. ��� ,z5��� <�,5�„ �., ������,�,3� , �����z, ,«����>� � ���,,.��, . � �� � � �,���<, �����>,��,�_ ��,�,54 �,�,� S�oPE NsrA��A1�oN � ,,,� ,,,, ; , ,5;_, �� �, O 1... � i�;,^�:� r-r= !�r%��'�'_�� �� - . . v — �� � �`" � � �. � `N� ��_ � ui �-r� r � m� r�sio i c�rvTrzo� aaoo a r r=s). u i �rvr �� � r a a inncv u e re.nu eF i c -e, i ry i su a �-c ruT ���o c � arm arrn �� ., s�m M � rvs'Ta_�m � in crvo< si« ,wv. ?IH .'.- iFF TR J= iFF S.OFF W" I'HI�I�G lVF �FCP's IN .1 c 115 CMJ flcF l5 � Vr'f:c TFFV::H Vj �F�kOXI'.1?I L Ic , 1 6JV'3 J[lp:ll 36"ONp IH _V +LOY� �pKl„ - IF6 �6WY. P�GHON IF6 _�Nii- 4 u�. F � �, i� .-PuOxiv Lr i2 '30 (M) MaRi n irE F,ii)n� OF irE -Ii=NCN. ri ��o cn=a,i -H- r.ei ��i A�ee siaauvc. naa-- seeo i�. ovaa� c oi� nvo =c� Fe nirvwe iz" Lo c�n) '�N 01 46 �>JV I-H h' nIL J�N�A Ih '01_ ShCLHh N' Fs �VL4 R•CI�II SCL IF < hCN! 01 i L-,SAtE] C n�VkOkl V�iELY I� /` I.��kT aCFO � THE WICiH 0= �1E 4ECF'a. 3 F9. �E�C�'P� J:N'V 0: P ti)F `�NiA�IT �S�YSCFF RFCF's WIII J�H011 WI71 oF RCF-ATF5�F ST iH- SCI alF-cCE. A_L k-i�y IdU4 BE � L'<ELY FASiEJ C t-CL SORF'CE EY F�1JV i"F E3�STF+E_ 11 F�ROF41oiE W.. 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RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel `�j sv�� �\'��v�N�nl.� � � onrE: 12/18/19 I—I- go'` ' No. : _ ; 19358 : `- � srn-ro- .'¢< ` oF < o��.. �6";: s� �Nn� �",.� � = _, � � MINIMUM TRANSITION MAT COVERAGE FOR SLOPES DONMSTREAM OF OUTFALL SCALE 1' = 2' lRqN51TI0N M1IqiS WAIER FLOW � FOR MAT LENGTH, USE SPAQNG WILL VART WIIH COMPUIE� DISCHARGE �ENGhI OF SLOPE. ON VOLUME AN� RELAIE SLOPES > i1, CONSI�EA CONLRETE OR PCC �ISCHqRGE SORFACE � TO VOLUME IN TABLE iHE lRM/SOD COIABINA110N a� �M FOR OREATER PROTECTiON . '. . ..� .. NOS N)� AN� SAFEN FACTOR. �EAER hlA/y 2 � iRAN51TON MAiS PIPE �ISCHARGE SCOIIRSTOP � oinuc�re (crs) vnom,�N�TM soo is eeauiaeo� �(MrM tY s 4' r 4' ON SLOPES 24" 30 4' x B' 4'(MIN)— 36" ]5 8' x 12' ae• ioa ir.is' sa- iso iz x 2a' Fo��aw roe oF s�oaE >Y+ SEE �EiAILS INSTALL4TION �ETPIL MIN 4� OF TM / 10' OF SLI RENSfD 03/O1/2001 •P-5" � 'Y-5' �5-12.S}aN •— —• �5-12San) I arenw � � � � I ��� m� j � ���I M • • zo • p� • a� � • • • • � n.omi 3AelepleepxqyJ (atelapeepereqM iri.i �.i .ru.:n�:�u� v� i.�;inrii r.cnr:an ���F, T �: � ;_ I Y io���u�� b:Fb:P:b:P:b: �i�:�i�:�i�:�i ���:���:���:�: C9P:C9P:C9P:P'. b:F.C]F.C]F.b: P'.FF.C•:C9C•:F. 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SI OPIS PI(IZ I III I IA Sli11I S 1:4VD;V2DS SIV11.1.1'KCb`AIL IA NJ.<'ASP.J. TIIG P.XTGRIURS OP.aLL MAVIIOL[5 n'HCD TO Ci8 C0,4TCD P[R CI..4Y IOW\SIIIPRI[GIU�AI A��SlT.S11VDAKUI. -I�IIIiRP. �I:I--I�O IiP. NO Ab'ATI�R l U.VIS UR MVVIIOI.IfS Vb'Il�lllA -I�III-. P1VF.M1dP.�I�.C'UR14.(7NSIU1]4'NkN/I'I'll Il❑ I.XCI�:PIIONOf(ll2B IAI_GTS. IASI;AI_I 1 I IbVC'L'R V11K1-. AVllll V I. SI�.ItVI( I(-OKVIlCllOA5. P012 IAS I NJ :All0A OI� S1�012VI Ai AINS �4';11 I 12 Vi�IVS_ S 1Nl��NY �9,4In'S. ti ATCR SCRI"ICG I?.T�RaLS SAAIT4RY SCRVI( C LATGRALS IVDPR<IIYSIRPJ IS.KI�.UARDIISSUP1lII[JURISDICIIO�UFlllli LIIIJIY.IIII�YiIA1,�41iV1('O1-1(IZ1-K0,�4111L'TOPOP IIII-IASIALLLD P�A'P.MI � I IOTIII� IOP OP llll I�SI 4IJJlD PIPI� SIL�I I. 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CONVI`CI10ASTOI VSIIV('SA�IIU21 SP.A�'P.NSII:UI.ItP.PROPIRI.V SI AI.1`I) ( UKIIU-DKII I I D IAST�I I 11IUNS 6' YXIWI f IMSLlOi LpIPAGIED I�SG�2 /l I 1f111 YCIW VII�$ T r'l�i wE w.meu rm murc I w.xxc.uav¢nw am xnuunm WAIFR & SEWFR MAIN AND LATfRAL TRENCH DE7AIL FOR U7/UTY 1N57ALLATIONS WITHIN CITY R/W xort.e xo scuc 1. pXK 9qiLL M N�Itt IXS1IW11M5 MEIS Z IS 5' R IE.4 911ll 9E 9 9piXOW Ial SIFMRFS B�WILL I x. �... w umm wsrxunas pxauo�w wr nor unrto ro r�ir.v RWY uuN�$ GYNiWv 9M3IAIEqNS CIS F11X4 �GRP� IAN]IN nxx rn r.e raz�o on or cuna vn uurs l IF pSPXL 9lApME MAS BEFN IIYL SlMI140. 8V�51LL IMIM 0.RR�P114 �I1W 6 EtlSINC 49NKK xio nu m mc wn 6 muim vmvu wm we.�cim u3nu¢ �a ss GTY OF CARMEL STANDARDS srnNoaeo WATER & SEWER MAIN AND LATERAL TRENCH �ETAIL DRARING mo , ry ncln nrnnc wrun riry oiw 10-32 i_r:c� �r� � — — � (UA�Ihl( IIUALIVIIIS IAISIIN( S1AIl�,AI:} Sf1tl-.R i ais i w< � i oi<�i si �� i.i< �� FCISTINClb4TLRIlAF � + � rao�osF�»roRn� se���ee . . 1 EGl3;�'D ruu sr:�voaeu tiio� -i ISTOP sToa sr:�w>:�ao,io� -i SPEED LIPAIT 25 SPII D I IA11l :i10A -I IIL' II a�ritr.ri i i(;Hi i ,. ; kl �� '. ��i��: ' �'+1 t,...,siT,: i HE LEGi:CY O4 TYPICAL TRRFFIC AND STREET SIGN NOT EOR COPISTRUCTlOh' LEGACY- —� A P�ANNED 11NtT DEVELOPMENT CARPv9EL, IN�IAPIA �P.�� VOTI ��� rin.��. i iu c r� iae or, v�es.vae i o et m i rHi� i �i � uia �in�,s ���r rr�Tn �o i� or �� r��ur ��r nrs¢ n� a�nr, n�n �ar ro rar i�i vsi.isiu o i i ii.iziv� i a itiscit icn� no nwia w i i s�_u� i �<ii�ri<i � ii ier. AI_I_ KI ( l I AI�OKI SI('\ti �A'll_I KI QI IR1�:,1V OILDI� AVC I_ HI FUltl I HI Y Altl I �hORCI_I). n�) � � �ii ra�rnc co�Taui n�� �nvisuati su�n�s�iusr coni oia�� io,v i Nn: ico tii ��unizus mu am< ni.�r �o�r i i�u i ro �ro uieir�sio�s ��r Sw�. � it�or, i�:vn i� oi oiz. k��,,� �,,,�, �,������, �����„�, �„,,,,��5,<.,,��� �,�;5�,����,�� ����,�5�,���<�.�,�:a��<�����.���„��� Si r�iz��ri�� iai i �ci.r.N v� ���o i it �� i i i u iz���u�k�nv / � Know whaYs below. Ca�� before you dig. iiV i - �� IUPPS Dig;SaMly. i�a���., u�ee.y.o��a ri�m v.o���r�o� s�..�cc _ No. = _ ; 19358 = � — � � _ � W � o - � � � ¢ m 1 � 1 O c„ri • �_1_/ . �--� n-r � �.J � � F^ � � � � ��h� � U �J W � :i W �-' F^ W Q _ C � �i.a� � C401 ;; i i sw ,�-,�:� a � > w " °v a _, N�� �a� q � � ;o o� a a� d`� IJ (lcncral Al lhc �wrk Subjccl to thc rcquircmcnl. ol ihis pohcl' >hall includc ihe production, h¢nlln, d�lrvay, spieadln� linishing_ compaelion and oihcr�coiic neccssan� Lo prep�re Inund�iion�, insl�ll ug�reu�le h��es und intilyll ane ormore cou�9e� ol ba,e. intcrmcdititc, or surl;icc hot mi� ;isph:�ll mixlures ���ithin c�istine ur propo�sed ri�ht-of-�v�} Cor roado�ays. �u.e(liary- I�ncs und usphuli mulu-usc puths. I31Th6 pnlicy .hall bc thc b.isu (or �cccplan�c ol thc �so�i< 6y thc Clty. 1=alurc to adhac to tlie m.qiurement9 n(thln pollty may re,ult In non-r�ccepmnceofihe �roilc or nthcrremcdics outlincd in this policy. C)l'�7orkm.ms'hip.mFaenule and yu.iliiv of Ihe worlc eompleied �shEJl conlbnn io ihe 200G Siend.ird Spccific2tioos oCthc Indi.jue Dcpenmcnl oCTraosportEvion (hcminellcr ro�crrcd io us Stcind�rd Spccfficationa7. crccpt whcrc dc��iations �rc allo�ccd hcmin, or � ari��incc�� arc �,rantcJ. D) �A'hcrc tlic minlmum standm�ds o(any othcr porcrnmcnt�l �ecncy hervine cnncurren[ jurisdiaion cscccd thc.c standauds, ihc hi_hci �lundard. shall npply. L)if un�� plan ur nlhcn�nlc or sperificulinn on Ihc approrcd cnn:vtniction docurncnl:v ercecds ihe mininunn .iEmdnrds al ihi�� poGe� Ihc hi �her�i mdnrds shall tipplv_ F] Nolhing containcd hcrcin 5h211 bc con9tru Yl .i4 prohibiline Ihc dcsien 2nt1 construction of improcemrn[. m�c[fng hieher s[ond�rds. nor es discour�igine petftions to eppropnatc �o� erning hodi�5 Cur rariancc9 lor altcrnatic�� m-hfch can bc aupponcd bv ud� anccs in icchnolc_v and arc approvcA by othcr agcneics m ith concurrrnt �uri�diclion. ( i) All wurl< shall cnmplY �+'ith Ihc rcyuircmcnls uf Scctinn 10� (]i ol �hc SI<ind;�rd Spcciti� tlion�. I I) Fnr thc purpuses oFthis policY. �t�here ihc term P.m,inecr is used in this policy eind Ihc Standord Spccifcu7ion9, fl ahall mcan: a) TheC'ormcl Citv Fn��inecr_ s�ll ol the Departmem uf Fnginx�in �, otherpn�sonnd cmploycd bv tlic ( ity ol Coimd_ or authoriicd a_cnt[�) that mo�- bc rctoined to rcp�escnL thc Cin ul (�ynncl_ ii)l�hc I lflmil�on Counl}' I li,�hw:n P:neinccr, slNll of lh� IlAmilion Counh I li_hwNv UcpurtmenL othcr persunncl cinploVcd bv I leimllton Cauniy. ur uuihoi'ved u_cnt(s) Ihal mu� bc rclaincd lo rcprescnt I l�,tmihon Counly Ilighweiv. dcpcnding on thc laeauon of thc wo�l< IAudiou[vofdicP.n m�ei o��crdicuo�kshallb �u S��c[ion 10�.01 ofth Standard Sprci�u itionti. � I) Prior io �onuncncin Ihc ��ork, Ih� Conlrncloi �i i loimirn� Ih� �torA �h.ill �onlxct Lhc I'.n}�incci Io ,d�cdul -d prc-cona'liu�lion nicchn, Io iivicR' Ihi I mnncci a con,lruclion reyuiremenl�, aleill nolilic(vion roquirementp, requlred Inxpecllon9lot cert:iin stages o! the �iark.md to revie«� Ihe.�udiaritv ol the Gn_ineer ac it rcla�es to Lhc �cork. IU ilndcr nu circwnst:�nccs tihull wurl< wbjcrt to thc Aundurd. cstuhli.hcd he this puGry coinnicnrc withow oblHinine hppm��cd cun�stmdion di i��me:1 bc ihc Cih� o� CBmicl UcpBrtmrnl ol P;n��nccrinr. 2) 1-oundalion A) <icncre�l il I�his �eorlc shall cunsist ol thc conscruciioniprcpa�-�tion ofthc loundmion in uccard:wcc with Scction 105 f)3 of tlic Standerd Spccilicutiuuti. 13)I :�e�vatiun t�ud I'mbt�nkment i) Prior lo bceinniug ��c,ivalion and cnibrmknicnl opermionc. ull ncceti, ne dcurin��. ¢rubbin��, sculpinpand lopsoil sirippim_.ind �uhset�ueni bneklillin�� lorremoved i�cros wi�hin ihc ;lopc 9.il.c limiis ��h.�ll bc perlarmcd 'm Eicmrdancc t�'i�h Scciion 201.03 �nd 2�L0$ ol thc Slund2rd SpceiCicauons. All lopsoil. �c�ctuuon, roots, c[wnps. fri.ihle �nd dcletcrious ma[n�iul sh�ll be mmplctcly mino� cd ��.�ithin thc IImiL.� ol thc �clopc �cWlm��. ii) I[xcen��vions (I) r111cresanmion opermiona. all tipon, l' and Yicldine m:vcriul Ih.il doca noi readil} compFiU sh:ill bcmmovcd fnim wiihin ihc ��lopc siakc limils �nd ihc resultine ooid shall bc rcGlled ���ith ouituhle m;ucrieil end comp:icicJ in ucm�dancc wiih Scc[ion?03 ofthe St.mda�J Spcc�%c monc. � v �n xonounccd dc�ression �vrthin th �lo ie ot�l<c hnub resulun * a�tcr (-> > i E r - c�ca�au n rau m.ii�llb rcGll� �auh, itatl�mnt��ialan m�a�t in 0 opc o s c �d u � � � d co E � cd a�coiA.mec �cith Seelion'_03 of the Slan�a�d Specilicationn. iii) I�:mb<mlanenls ( l) Lmbunlunenls shull be construcled in eiccordunce m�iih Section 203 0l Ihc Smndard Spccifications. (3) �II ,�pongy mid �iddin_ nwicri�l Ihat docs not rcadily compact Nhall bc rcmo� al Gom �vithln thc s�lnpc 4tal:c IImII, prlor In emhanl<mcnt opc�llon.. (3) Any Pronounccd dcpres,ion; �rilhin ihc slopc slal<c liinils resullin� alicr cle�irins. eruhbine, �c.ilpin� and iapsail remm�.d :vhull be refilled �� nh viiixble melcrial .md mmpuct�d lo eccorduncc �ciih SccGon �03 oCthc St.inderd Spcei�iceition� prior to cmbanRmcnt operations. (�{l Prior to the consvuction oY:iny cmbanlcmcnt, Ihc ori �inal ground mrfacc �rithin the limils o(the vlope .�tal<� 9hnll bc le� el d �nd Lhe uppn�6-inch 5 9h�ll bc rompoctcd in accordancc v: ith Scrtion ?03 0l thc Sl�mdard Spcci�calions. (5) P.mhcmlancniti� sh�Jl hc sh.iped to bc wcll dreincd und tih.ill bc protccicd to prcccm crusion_ (6) Looscdcpih ofcech cmbankmrni IifL final compncicd dcpih. comp2ciion mcthod and comp;iction rcquircmcnts shall bc in accordunce m�ith Scciion 203 of Ihc Stand.ird Spcci(ic,uiony. A) Soil Subgiudcs i) Suh�nidea sh.Jl hc prcp.uti>cl onl�- Wlcnhc iatit.�llulion of �dl uliliiicti nnd suh�surl�cc druim� indiemed nn ihe upprn�ed eunslniaion doeunienla ia be Ine<iled under Ihc pE�vcment 4irrcomplcicd Trcnch b.icl<lilling u'ori<ol Ihccc in5iull2tions shEill bc in uccorduncc �+�iih thc Cih� af Curmcl l7cnch Rticl<filling spccificuiiuns. iilThe �ubgrade shall be shsped to thc required g�ade �nd sections, Il�ce Cn�m all ruis. con�ugauons, orothcrirre�ulr�riti�5. Iii) Thc subgradc chall bc unilo�mly p�npaicd, rompncmd nnd approvcd in u�cmdnnccwitJi SccLions20� 0� ?07_03 nnd307_O�ol LhcStund:�rd Spcei�ieeilions. it ) Sub�rudca sh;tll bc in�pccicd and tipproacd bv Ihc lineinccr bc�brc any ❑ggiu�ilc b:wc or hol mlx uvph;dl puvcmcn�s �irc cono'trucicd. /� praoll'all �hell bc conducted in accordonce �t-iLh Seetion 211326 0l the Smndard Speci(icauons. Gnacmp[a61c m:.�s shall bc con�cc[cd [o d�c s�[isf�c[inn oPtlie Nnginccr bcforc any �ggn ratc butic ur hut iniz utiphult puvinu operatiom rrnnnicncc ��� �-��,�, rciion ol ihc P.n�m�cr. Subsridc Ihkii ha� s ih iaclorily �Hssal H RELEASED FOR CONSTRACTION ���� � ��„�,��„ ���,���, ��d r�� �� i�«��d �>i i a<<d��,d��� d��y�, i,���� �<, inc or is,vubjecl lo d mca,vurablc rtiin cvcni prior lo placin � stonc sh�Gll Su6jec� �o compliance with all regula�ions . � o4S�a�eantllncalCodes Loeddition.ilproofrollcpnorLoplumntentoflheAg,re�,ateB.i�'c. City of Carmel `�j sv�� �\'��v�N�nl.� � � onrE: 12/18/19 !11 Ii�i�.�ting Pavcmcn[ i) Millins ofesistin� pu�cmcnt sur��iccs ,hull bc iu uccurdaucc �vitL Scction i0G_0?. ll)( 03.30G.0�. 3f16.07 Hnd i0C.0� o[ Ihc SlandHrd S��uhrulioru. ii) I o��hr�Tl wcHk nrce9 0l ih� �xl.lin� p2vcincnl :vcpion uncovcr�Yl dunni ihc nulhn � proccss sh<ill bc rcpaircd in <iccurdancc wiih ScUion 703.0? 304.03. 304.0� or 305 of thc Smnda�d Specificatiani iii] Prior to openine milled �re�s tn tr.iffic, The milled arcas sh�ll be dcaned of xll m¢tcrlsl. �lcb�is and dust rc4ulurn� �Tom ihc oper�uon. ivl MillYl airea9lhtit romain open to tr�dllc lon��erihEin thmciun�n 9tipult�icd ln S��ciion 30G95 0l Ihc Sl�mdaid SpcdllcEilioiu shall bc.ubli'�I �o liyuidEiicd d<im.i�,c� uuillncd in Scciion 30G.05 of Ihc Sland<ird Spccillc<ilions. lhc Cunirt�cior .h;dl bc responsiblc tor ptpancnl ul tlicsc liquidatcd damagc ) �1�rc ��ia B�acc� A) Genctal i) �I his �rork nh�ll convi.� of pl�icing a compiu d:i _recate on a picp:ired �oil �sub*i�ide in aeeordnnec �viih Sttion IOS.U3 0l Lhe Standard SptificoLions_ ii)A �e�aleBusemaien�Issh�Ilbeineiccord�ncem�ilhSeelion7Ul.0�ullhe Standard Spccific;�lion�. iiil �I-hc matu�i:il shall bc obtaincd I}om i( crlified 1_r�galc Produccr in accord�ancc �� ith Sccuon 917 of thc St�nJ.ud Spccilicauon�. ia 1 Ili� :igtii � utc 13a�c m u i i il shall b� handlcd aind li.invportcd to. nnd on, thc �� nl< ait� in a mmncr ihat mininuies,c_ i� _nlion anA mouturc los;. v),1 �e!r.ile 13Ervea shull be cansinicied on prep.ired Ibimdnlions :ind lo �hidrnetities cquail o� emelcr Ihen thosc indic.itcd on thc .ippro��cd cmislmciion documcols. Bl'I cmper�vum 6ind Scaaonal Limit�il(on9 i) �I�h� 1 �ceatc 13usc shall bc placcd I�� �ccordance w[[h thctcmperamre Iimltafions ol Sccuon301.U1o� thcSt;�ndaid Spccilicauons. ii)['roicn matcrial sh�ll nol bc placcA. iii) A�rc��aic �3tucs nmsi bc pl<mcd <md pu�> proollull prior to Voccniber 10 in nrdcr lu <illou� p<iein�: in accnrd.mec wilh Scclion d('(ir) ol Ihis policv- C'1Prcp�mVion �, � �i�, � . � � �. i�I h� v ��rcd found man sh ill l � trm trom c l �cvonal l� oi tai ��i ii m ii uaL. .it 1 I I p c th� um o�� il:��unull. I ii Th� cub�r,�dc h �II b� suh-.,u to ndditional noof roll. in i��onlanu �� rth Scclion > > r 3� �._6 ul thc Sl�nd�ird Spcu li�.itian. ju>L pi iur lu pincint, thc A�,ci ��at� Ciau an ih � sub�raidc in �iccnrduncc �rith Scction 2Cf�l �>I�Ihi� puhcy CnEt��ecpiablc aircEi3 shull bc carrccicd io Ihc sati�l�mlion of �h�- ICnginecr bc(om 2ny A„�"�[u� R�uc is placcd. I�) SprcnJin � znd Finiohing i) Th� 4��c�ate I3u.c �hall bc 9prcad in accordance �vith Sectinn 30 LOS oRhc Standard Spccilicalions. ii)lh� A�.,r,=utc 13u:vc sh�dl bc canipuacd in .iaurduncc wilh Sc�lion 1U1 U6 nl thc Standurd Spccificalions. iiil Sub.cquuri p'n�in � cow.cs shtill bc placcd orcr di� A sic__m� Rd.c �cithin I1 cdlcndar d:iv9 1 rcgatc Rdecs �h:i� lay c�po6cd lor a pci iod ol Lmc ��icutcr than 1-1 calendard�ys or experience � me�.ur�hlc r�in c��ent priorlo the pl�cement ol subscqucnt pn��ing courscs shall bc subjcct Lo inspection and occcpmncc bv thc 6ngincrr_ AL ihc di:vcnrtion of thc I?nuinccr additiontil pruol rolls m�} bc rcyuirc<l_ 3) A�phell P,n cm.nl .. A) Gcncr;�l i) l his m�orl< shull consisl of pl[icine onc or morc cour;ev of basc, intcrmcdi2lc or surfacc hot mfx asphelt [I I.\I�) mfxwres on � preparal Youndation in accord�nce �eith Scction 10�.03 0l thc Smndard Spccificatiom. ii)II�1/� h���e_ intemi�Yli�te_ ortiurC�e� mistum sL�ll h� constniacd on pn-pared tinmd<uiuns und m thicknc��c� cqiml or; rc<ilcrlhan ihox indicwcd on ihc itpproccd conslruclion documcnls. iii� Maleriak v:ed in fhe pioduclion ol Ihe I1�1A nnxluies shtill be in accordanee ��idi Section 401 0 i ol thc St mdard 5 xulic.iuon�. F iv) hquipmcnt for ID4;� npci.uions. induding but not Imidcd lo p�oduction. h.wlm_4ruu.po�wtion.laydo��n cuwpuctiun und n�i.��ll.m�oiu;anulla�v uctivitv �L�II bc in cirrardunee �eith Scctian 409 0l tLe Stundurd Spceilict�tio�u_ v) Inslull6uion of ihc fLll p.ivcincni scction indicelcd on Ihc.ippro��cd coiuiruclion documcnls for Ihc cniirc ;ire;i io bc p;iccd mu�i bc complcicd in Ihc s.imc p;n�im_ uason_ � vi) A4 idcnim_ oper,ilionti :vhull coinply wilh Ihc fbllowing: ( I) lhe oulzide I�ice ofihe z-ecu��aied Hre2 shall be lefl e. neorl}� �'enic6il us Ihe n itm� o� the mzlcrial �sill permii .ind not �vidcr duin thc outsidc limits of thc �cid�ning;cction. f') I�he eeutin_ p�vemen[ �dj�cent to tlic �vfdening mc� :'h211 be sa�rout to a �Ican �dgc (�) l�hc �cub midc in ihc��idcn�d �rc� ;'li�ll bc compodcd in accnid�nce wiLh ihiv policy. (4) W idcnin�� mix�urc� sh�ill complV wilh Ihc po��cmcn� scclion indica�ed on �hc appro��cd canstructian dacwncnls. (�) Cumpacfion of d�c widenlna shall bc In accurdancc �clth Sccdon 301.05 of thc Sinndard Spcci�ic�uons. A) Prcp:�iuion il lh� ��,r� <<iic R<i;c ahall bc subl��l lo �iddiiion<il proof rollti in .iccord:incc wiih Sc[ lion ?03.'6 0l Ihc Sl:ind.0 d Spcci (icalions ju+l �rioi lo pl<icin�� Ihc I IMn courscs in uccord.incc �cilh Scction 3D[ifi) oClhis pohcv. CnucecpPiblc �rcua shall ,...�... .�� ...i.,�.�.... �. , b:. ��. ucc[cd To [h� oaTisfaciion � t Thc L:n �ineu L �h i� an p�cing operaTions commcnce. ii);111 displacement or rulting o( th�� lcgic�ate Base she�ll be rep;iired prior to placing IIMA mixtures. iiI) Mllled usphelt eurlucce shall bc tad<cd In accordancc wftli SccGon 406 of thc Stand�ird Jpcalic itions. iv) Asphali �w I i�cs bchvccn coumcti ,�h:ill bc ieckcd in �ccordnncc wiih Scclioit 406 af Ihc tiland.ud Spccilic.ilion._ al( anl iu sur��ic�s ul curbing �utters. manhol� s and oiher structures sh;dl be tacked in �ccordancc �+�th Seciion �10C of [hc S[and�rd Spccific�dons. �i) Sur�accv on �+hich u nu.�turc is placcd shall bc Gcc li�om objcctionablc or CorcF_n mtncrlals &I ihe tlmcol placcmcnt. cii) l�acl< Coal matrntil ��h�ll bc di�sLnbwcd �viLh cyuipnicn� nicetingthc requiremenu ol Seclion dU203(<i) of Ihe Slimd<ird Specilic<iliun�_ li) Wc�thcr�nd Scasonal Llnut.iuon. i) I I VIA coune> >haill be placed when the umbicnl Icniperature and ihe temperature of Ihc>url;mc un �vhich il iti� lo bc pla�cd i� 3>°P (7`CI or<ibov� l�hc Iingiuccr �haill dcicrminc ihc timhicni �cmperalurc Ihcrc ��h.ill hc nu pro� itiion lorlu�c Icmpcmlurccompuclion �Ilowcd by Scctio� 402.1( of Ihc Slundurd Spccif�cUifons. ii1 No mixture shall bc pl.iccd on a frozen suber�dc. iiq Cndu�no circumstanccs sh�ll IIM� mistwrs bcplaccd bct��ccn Dcccmba� I � anA Vlareh 30. ivl II u luundution Ih�ii is lo i�cciccuncorninrccuuncv ofbusc, inicrinedieic. or vurlhcc I I MA mislures is pl:iccd und dc�crmined In bc un .ippruvcd foimdaiinn bv Ihc City priur to Voccmbcr 30. pluccmc�l ol' 1LM 1 cow�scs �vill bc ;dlowcd up ro Dcccmher I S, providcd th.rt dic :imbicnT �nd foundution surfeicc icmptteiturc complic� �� ith thc n.quii�m�nt9 o(Setllon 3CQ) �I Ihf. policy �nd Ihc paring cnntraclor p�y lor thc sci vl�� s o(a lull ume con�sli uaion Inspcctorand �rho .hall flci as an authoiiicd a_cnt ol tlie I:n�inccr. Thc Rn �inccr shall scicct tls construction inspccLnr_ � v)11 ihc ambicnt a�d fouudaiion sud<mc Icmper<vurc complics �citli dic rcquirc�ncnis ol Scction -iC(I) ofthis policy hcl�+'ccn /�prll I und April I], I R4/� cnursc sh;dl be allo��ed to be plomd on un epproced loundatfon proci�ed 7ho� �he pacing conuucirn� pay li�r thc scivicc� o(a lidl �imc conslruction inspcctorand �roho shall act as an authoiiicd aecnt nl tlic Enginccr. Thc Iin �inccr shall scicct the cnnsiructinn inspcclnr_ vl] l�hc I n�inccrresa�'cs Ihcn�ihi Io suspcnd all pecing operctiions il: in thc opinion ul Ihc f-.neinccr. thtit prccallin� wc[ilhcr condilions and�or thc cundiiion ol [hcSubgmdcand�orihe.l i ��icR,nzmayresultinsubstandurdllYl� placcmcnt. spr.�ading and lmishin,. (�)Spic�dingand I inishine i) IMA coun�s slmll bc pluccd upon an appruvcd linmdutinu uroLhcr II�4A coursc bv mc.ms ol�le}'do�cn cyuipincnl in tiuoidunec �milh Scciion=309113(c) nf ihe Sl�inderd Spccillc�uionv, ii�ti� r^ealionorflushingorbl�cdingofll�l�lmixtmcswillnolhcpermiltcd. Cou�uicc �c,uon shall h� tel<cn lo pr«cnl continu�uon of thcs� c.onJilions. i � � S i� _�ated o� Ilushed oi 1 I �dme I IM1I A nuxture� ch �II 1 � icmo� d i� duecmd. iii :111 :u e. shu�cim� .m �x�.�ti. or d �iurme� ol biud:.r sheill b� icniuced and ) _ i�plurcd_ iv) All IIA1� mixturc� ihu4 bceomc Iwsc eind brokcn, mizcd �+-iih dirl. or i� in dny weiv dc[ccti�-c sh�Gll bc rcmo�rd ;md repl�iccd. D) Iamt. i) loint. shall conform ta thc rcquircmcnts af Scction 401.1 � of Ihe Stand.ird SpccificaTions. li]( oinpaction i) I hc I I VIA nueture shAll bc coinpecicd wilh cquiprncnl in flc�ordencc �vith Scciion 409.03(d) ol Ihc Slanderd Specificeilioiu iinincdialck eilicr Ihc mixiurc heu� bccn sprceid und Ilnishcd. iil Rollcrs sh.�ll not c:msc unduc displ.ic� inuiL cmcl<ing. or shovin��. ?1lnspections i1) �ll matcriul. liu'nishcd and cuch patl or dcteil of tlie �cuil< will hc wbjccl tu inspYtiun pci ticpion 105.10 0� ihe Siaindaitl Specilicatiuns I�orihe purpoce ol acccii&inin�� ih.n ihc �vork iv in subsimili.J confonuancc wiih ihi. policv and ihe appro��ed contiiruciion documeniti. B)l�hc Conlrodor sh:�ll notily thc Lnginccr a minimum ol dB-hour in zd�-unce ol commcndng any �vodc subjcct lo Ihc standnrds cstablished bc thfs poGcg. (�)Thc Cnutmclor nhall sdsdulc pronli�olls �vltli thc Lnglnca� u mfnimum ol 4A-haurs In adv.mm o(.�uch prnol}olln. D) Samplin_ und icstinn ol matcrials, cyuipnicnl or con;iruction �cork nmY bc rquircd ;ii ihe expense ol �he Conlrucior.il �he discrelian ol �he Phuineer Cor ihe purpose ol auerlainine thut thc �carl; n in substanlial coi�fin�nnincc �vitli this policy and thc � � �s a�ro �d canotrucuon documcnls. Sem Im�und t� lin � shull con�orm Lo thc P4 P 6 �cywrcnxnts ol thc �cctiuuti ol thc StandmJ Spccilicduono applic ihlc. to Ihc portion ol thc �co�l< su. pccicd to bc non-compli.mt or an dirccicd b� thc I!n inccr. It1 A� here tlie I(n�„Inecr deteinune� thut Is nec�c.ary lo confnm compliance witli slmid.irds ol quelilti or ihickncss, p<n�cmcnls �htJl bc corcd tmd lo�icd ai ihc czpcnsc ofihc Cuntrtici�n. lhc En�cr��c Ihicknc.sc� ul all cowsc� mu�i cyu�l oi excccd ihc minimum prcacribcd by ihe opproccd con�trunion documcnu. und no s(nglc corc sh.ill sho�v a d�hciaicy g�catcr than anc h�lf inch (1�'.') in an� cowsc nr [oT,il thid<n�59 17om lhe p�acement secuon indicated on ihe �pproved mn9vucuon documcnts. I)Such insp�clionti shull nol bc consinsd lu reliccc dic dccdopcn' cnginccr� nr conlramlor� in �uie� �c�iv I�am IhcirubligEviana �nd re�ponsibiGtic� imderlhcir contracls. Sp�cifically. inspcelion bc ihc Pneincci, or by mtaincd cnginccrs or fisnnc u�cncics, shall no[ myuirc tlicm to �ssumc r��ponsibiliTics for The approccd conslmcunn documcros. larony ml9fntcrprcte7inn of thc appinvcd con9lnicuon documcnts by Ihc convaciois Aurin� convti iiclinn, or li�r Ihc mcnnc nnd mcthodv of conshiicuon, nor Inrsnfcte on thcjob site. G) Worl< idcnlili�-d lo nnl mccl ihc rcyuircincna of ihis pulicY ��� th� upprmcd coaslmclion documcuis. unacccpteblc �+-orlt �nc�ihc� ihc r�uli otpoor � orlmianship. usc oCdciccii��c mmcri.ils. dameiec ihroueh �arcicssncss. or ai�v othcr c�usc Cuund lu cri.t prlor lo Ihc �inal acccptancc ofihc ��orl.. vhall bc rcmoccd fmmcdl��clv t�nd replaced in �n �c�rop�hle mr�nneral the<'onlivetoi'9 ezpen:c. I I) If ihc Cnntraclor fails to complv lonhwith wilh anv ordcrmadc undcr Lhc pio�itiions ofihis sub�scdian Ihc [:n�rinc�i �+. ill hnoc awhunty to cumc witrrccp�ablc ��urlc lo bc mmcdic<i or mmorcd Imd mplaccd; to cu�uc uneuihonxcd worl< Io bc rcmo��cd: and lu dcducl thc cusls Il'om tinv monics duc or lo bcconic duc. I) ti'orl<donc convary 7o insbuctloro providcd bv thc I�.neinccr shull bc conaidcrcd un�cecplable nnd subjca m immediate remo� �I nnd replacemenl in necnrdance with thc instructions pro� idcd by thc Ifnginccr. 71�1cccptuncc A) 13clarcuccep�tincenfnip:ph��scofcon�iruainn.ILcln�,inecrtihnlldcle�7nincifihc improccmcnts ,n� in tiubslanii�d cumpliancc m�ilh Ihi� policy (csccpl lor tim caritincca _r�ni�d) and ihc upprovcd eonstrucTion documcnts 13)Th� Gneinca-may, at his solc di.crction..icccpL worl< thal is not im m��brmm�cc ���ith thLs poGcy providcd LhaL Lhe work is bondcd lor a pa iod ercntcr than thr�� y�s�a Thc [nginccr.h:�ll ctitablish thc cxtcndcd bundiug rcyuircincut. �n = ° No. _ ' 19358 . ` srn-ro- .'�¢ � ° oF � oFN�,. ���,r � �� ����� • � = _. � � _ � � W � J o W Q � � � ¢ W � � �: • � �' ' � � � � • � �..� i--i .-� � n-. � z �--i J � � Itih� � U Q �.J w � :i Q w Ct�. ¢ � �"' � Lia � Q I3Al l C402 II Gcncral /�)'I he wark subl«� lo Ihc requiremen�s of Ihis policv shall indude Ihc producllon. hdulin�idclirci,�. cscevulion Coi, plticing. installution.jointing. curing. fini9hfn� and othcr woii< ncccs9ary to prcp�rc foundation, and >oil wbgiadev. install ag�iceatc have� and inctall concrele curhing �+ithin property witliin thc coipomtc IimiLs ol thc Citv of C�armcl ond c�i�ting or pinposcd �i�.ht ul �vr�y_ I31Thiti pulieti shull be dic ba.iti li�r ticeept��nec uf Lhc m�ork 6�� Lhc ('ity. Pailurc to adhcii� Lo Lh: rcyuircrnrnL ol Lhi. polic� niu�� result in nan-aceeptxncrul Lhc �voric oroihcrrcmc:iics oullln�Ti in Ihis policv. (�)ACurlantinship innlcriul� nnd qualilY ��I Ihc wurlc coniplcicd .h<ill cunlhnn lu ihc '_00G Slend2rd Spccilicutian; oflhc IndiNne DcpHrlmail ofTrHnspurluliun Ihercinufter retcrmd to tis 41and:�rd Specificutiun>). escepl t+�herc deciulions arc allo�vcJ or spccifcd hc�iin. or ve�riancc arc gr:mtcd. U]l4�hcrc Ihc minimum cl�nderds of anv alhcr eovcrnm�nlul uecncy hucing eoncurrentjwi�dic�ion crcecd the�e stand.ird�, thchigher �mnderd� �hall �pply. Il)If znt plan or othcr nofc or vpccilicaiion on Ihc approvcd comb'uction documcn�s cac�rds thc minfmum smndards of thiv polfc}�, thc hi�hcr slanderds shall apply. F) Sathing containcd hercin shall hc con�trucd �. prohibitine thc dcsign and consiruction ul imnu��cn�cntti nmclim� lu �Lcr tilundwd� nnr us di �uuru��in � I � b � +� pctitiuns to appropriutc «orcming budiu Ibr �uriuucc� lui cJLcrn�ticcv �vhich cHn be ��uppoiicd bv Nde;inccs ln Ieehnolo:m and Fim,ippiovcd by oih�rN!_a�eics� wilh concun-enljurisdiclion. (i),111 �cork shall �oinply ���ith Ihc reqwrancnLs' of Section I OS02 ��I'ihc Siund.ird Speci(ic.ulons. I I)I oi ihc propo�cs of ihis poLc1, m-hcrc ih� lum P.m_inccr is uacd in Ihia policy and ih� Sidnddrd Sp�ullcuiion9, il shNll m�an- i I h ��irm I il Ifn�,in i sriff il Ih� U �irun� nl il P:n �in iin�, �Ih r ) e C, e C � ee < < r e>� e � ee . � e ' � ' ' persanncl �mploycd by �h Ciie afC:irmcl, or aWhoiv�d a�cn�[c) ih.i� m:ry hc mtaincd lo rcprescnt thc C�ity o(C'urmcl. iI) �I�hc 1 lamil[on Counry I Ilgh�vay 1 neinsr. �T�W of thc I loml[on Coung' I liglncsy Dep�rtment, other per9onud emplove� hy I l�amlmn Cowiry. or auihonicd aeent(sl ����t may bc iaEiincd to rcprescnL Ileimihon Couniv Highwuy. dcpcuding on ihc loc:viou ol ihc worl:. q Aulhorill' of Lhe Ilncinccro��cr Ihc ��rork ,hall bc per Scciion 105.07 of Ihc SlkmdEird SpecllicEniona. I Piiort�i �oinm��n�im*11i���irk th�('�inua�tx i�rf�iinm�lh��c��ktih.ill �ontn�i .) ..� ������.�_. ����� ��� c� � �he ICm,inerr �o schedule <i p�e-consii�clion meelins �o iacie�c ihe I�.n�ineer's� aonslruction icquircmcnts, slaCfnoliLcelion r�ufrcmcnts. rcyuired inspcclions Ibr ccrtain stu�cs o( thc worl< and lo rcvicw thc uuthoulti of thc I:ngmccr as it rclatcN lu ihc ��od.. Kll iiida� nn cirumntanees sh.ill �aorl< tiubl�ct ta [he tiCmdards etitablished bv thi� policy commcncc ��Ithout obminfnn appro�c.d mmtrucuon diao-in�9 hy thc UI1' nl Cannd Dcparuncnt ol I�:nefneciin,. L)At the sole Jisa�etion o(the I'ngincer. ihe poiYions ofthis pnlicy rclated Lo in�spcctlonv und tcsung o���alc subl�ct Lo ihc it-quircmcnis ofthl�� palicv oulsldc ol ihcnghi-aC-�e.iy �'h.ill bcdcicnnincd w ihepn-eau�iniciion mcclin� V9) Dimcnsion�l and othcr StanA.u�s lor concrcLc curb shall bc in nccoidancc ��nh ihe Cil af C<innel Sl.mdard Dei.iils_ Y V) Cnder no cireumslanec, shall maierial olher than Porlland Cemenl nttclin_ �he siamd:�nl�� eviEibli�hed b}' ihi� polic}� be utilixed lo mns�nict ronerele curb,. wiiliui thc corporulc Ilmiis ol thc Cilc ofCurmcl. O)lJndcr nn circmnsl:mcc� sh<ill estrudc h�pc cin-b bc inslallcd �tiiih �hc corporuc limits of Ihc C'iiy of C'urmcl. 2)1 oundaiion A )Gcncra I i) Thiti �cork ahell comiat uf Ihc consiiuctiun�prcp.iraliun of Ihc linmd<iliun in uccard<mcc �� ilh Scclion I Oj [13 uf Ihc Sl.inderd Spcci�ctiilons. ii) l�hc tound,iiion shull bc prcp¢ircd in ei<cord,inec �ciih Scetion 605.03(n) of Ihc St;indard Sxcilicalions and thc rtt uircnicnts uf this �olic �. � � I 1 I 13)Il�c.ivNtion end P.inbenkmcnl d i) Priarlo be�innm� eecnvmian und embanlanenl uperaliuns_.JI - nrcc. uc cicarin; auLbing. scalping and �upsoil stripping xnd � w subsequrnt b�el.tillin�� for removed items mid�in ihe slope si;d<c limits _' a sh:�ll bc pa�lonncd in �ccordancc �cith Scction?OL03 �nd 301.0� ol thc ��_ Smnd ud S�ceificauons. All to»oil, ec��ctauon. roots stum>s. Giablc d== I I � I � a � �nd dJctcriuuti inuLcriul shull b� �uinplctch� rcmo<ed within thc limits ��- al Lhc slopc stid<cs_ � ;o 0 ii) [xc�cation. �o ¢ `� d�� ( I) �At[,r czca�-�[inn opcm[ions. al I spon�v and ciclding nm[crial [hat daes nut radil� eoinrict shull bc reinnrcd �ioin witPiin thc tilo�c titukc limit> and I I �m� ��� � ���-� �-_ ���� void ah,dl bc mlillcd �� ilh xiil ibl - inalcrial flnd cump�ictcd in RELEASED FOR CONSTRACTION .���,�, �03 �r,i,� s����,d���d si�«�i���,��,��,.. Su6'ec��ocom liancewithallre ula�ions 1 7 9 ounc�d dc ressi�m� �cithin Ih� nlo c s4ikc Innils rc3ultin�s nllcr o4S�a�eantlLocalCodes � � � �a sh ill bc relillcd �cilh sui�ubl matcri;il ;md compucicd in City of Carmel . 'uon �03 0l lhc Sl�ind;trd Spculic:4ions. `�sv���\o,�r�nlfl � onrE: 12/18/19 iiil I:mbunl<nsnts ( I)I:mbanlcments shall be construcfid in �cmrJance �viih Section ?03 of the StanJard Spccifieeiliunn. ('_) NI apongy end yicldine m;itcri�l th.�t docs noi rcaJila compact sh,ill be rcmo� cd li�om �vlthln Lhc .lopc .t�lcc Gmlts piior tu cinhunlunall operalfonti. (i) Auy pronounccd dcpicsslonv �vlthln thc slopc Stalcc IImIt1 resulung alia� elcarinti,. _rubbing. scalpincand mpsoil rcmocal shall bc rc011cd �riih u�itaMematrnEJ Emd cmripacicd in �econlEmcc wilh Scetion 30l ul Ihc S��inda�d Spccdic.ilions prior �o cmbnnl<mcm operrvianti_ (4) Prior tu thc consLn�clion of <iny cinbunkmcnL Lhc origin�l eround surfucc wi�hin Ihc liniils ol Ihc sloic sltikc� shtill bc In�dcd tind Ihc u>>er L-inchcs I 41 sh[ill bc comp2ctcd in ticcord6in�c wilh Scction �03 nfthc Standerd Spcci(ications. (5) limbanl<mcnis sh�ill bc shapcd io bc m�cll draincd end shall bc proTcctcd to prevent erasfon. (G) I oosc dcpth af cach cmbunl<ment lifr. finul compacicd dcpd�, comp[�ction mcthod ��n1 comp,3uion rcyuircmcnts shall be in .iccordancc <eith Scctinn 203 0l th� Standard Sp�ciffeaGona. (.)Soil Sub_rudc� i1 Suhgradcs sh;tll be ins7allcd on �[�undeuions consb'ucicd in accordancc with Sccuon 3[A 1 end Sccuon 2f�37 ���this poGcy and unl� altcr thc inswllation nl all uullucs 2nd subsurYace drains indic�tcd on thc nppro� cd consvucuon doewncnts to bc loc�ted undcr thc p�� c�ncnt urc complctc�L l�rcneh b,icklillin� �a�orlc ol Ihcx insiall,rtions shflll bc in uccordencc u�ilh Ihc Ci4y ofQimicl l�rcnch RdclJillln��sp�Y'i[iculion�. ii Th-ti ri 1-vh�ll �vh� h r ir� �r �-n ti��im� li�� ) �.ub .u� ,i b�. ,i cdloi � cu �d ad��i d.�U� .. « P I liomdlliulti corru dlions.orolherirre��tdaribes. iiil l�hc:aibgradcsh,Jl hc unilcinnly prcparcd, comp.actcd and �tppro�'cd in 2cconlunce �� Ith Seciions 20Z0? �07.03 und 2f1 �.U1 oflhe Sl2ndurd spcci�icatione. i�') Subgridca sh211 bc in�pccicd and �dpprotcd by Ihc P.n �inccr bcli�rc eny a�regate base or concrete eurbs �re conetructed. n prool roll shall hc ....�., .�� �f;,. conduc[cd in .i�u i dancc ��,�ith Sc�[ii. n_)_._6 of ds Smndard Spcci�aations_ Cne��cptablc ur n shull be �ui i ctcd ta th �ati.vf:�ction uf Ihe I�n nneci bGore Ihe pldeenienL ol Nny A, {�i ,4ilC 13tisc or concmtc curbim�. v) At ihc discrciion ol ihc P:npin�cr, Sub��r<idc ihei has sulinluclorilY p<<���d ;i r� if r�II h i r�imm�.� n� iv_r.. I ir:i i�ri i �I� 14 �al-n ;ir :i �> ri �r I i pc< c..0 � su cc ��d c �� <d< < � d d�>p c c pl,cin � ic� 2ic R2sc or concicic cmbin � or i� subjcci io � mCa.urL�61c r�in c��cnl pnorlo pF�un_ /�gcic �tc Ba.c or concrelc curinng. sh.ill bc S ' sub�cc[moddi[ional roofroll_ nior[o Iol.mcntofd�cA��ie�a[cl3asc J P 4 p 6� � orconcrac cwl�inK. 3) n� �rc_utc 13ascs n) Gcncr�l i�I hu ��oil. ch�ll run�nt o� �laein i com e�elcd .1 rc dtc B �s� on ❑ 1 I P 6 5 (3 nc �m�d soil sub�>�aJc in .scordan�� wiTh Sccnon 10_. )_ ot dic Siand.�rd I I � Spcci�ications. iil �lggrc�atc 13asc matcii.ilo vh.ill bc in �ccord.mcc �t ith Scction 301.02 of thc Standaid9 Spcci�icauons. iii) Thc:A__�cgatc 13a�c m�tcriul .hall bc ohtaincd �i�om � CcYilicJ ��Trcgatc Producerin accordance �cilh Section 917 of[he Sldnd�ard Speci�ic��ione. iv) Thc :Ae��c�,atc 13asc matcriul ,hall bc hundlcd and transponcd Lo, and on_ the �� oii< aile in a manncrthal nnnimixes seorcegauon and moislure loss. � I ilegr�gate L3.ises .�hal I be conslruc[ed on appro� ed voil suberade� and to Ihidaie�,es cqual or,itamr ihan those fndicaved on the �pprovcd con:Uniclton clacmncnLt 13) l�cmperalurc and Scason.J Limiiations i) lhc A�� ; �Lc 13�,c shal I bc placcJ in accordancc �� ith ihe tcmpci:uurc z IiiniluLio�u ul SccLion _ OLO$ al thc St�mdurd Spccilicutians. ii) �rozcn matcrinl shall not bc placcd. III) Agei�ca[c 13avc�� must bc pl:iccd :md pa:s proof rnll prior tu Vm cmber 30 in ordcr to allo�a� i�cin�� in nccord[mcc �a�ilh Scction dC' ir of �hiti �olic �. I 6 [ ) I 1 � � 1 Pi�:p�r�tion i) Thc prcparcd soil �uh�radc ehall bc f}cc li�am objcctionablc ur Iorclgn maLcri�ls at thc Gmc of pl�ccment. ii) Thc sub_�radc sh�ll bc eubjea tu aAditional prnofrolls in acmrd:mcc m ilh Sccuon 20i.�6 0l Ihc Standard Spcnlicalionsjust prior tn pl�cin_ Ihc 4e,r� �ute i3use nn ihe .ub<_r.ide in :�ecnrdunec m-ith Section 2('(cl nl this ���.� �. .,. ` .. . . �-.. � ,. '�',. . . pcli�, Lu���ccptabl�u�n�.haLlb�uii�cicdlcihcsnl�la�lionclllic En�incci bdorc gny A ��-�tcResc is pluccd. D) Sprcading;md Pinishin�� i1 The i1 i � <ile 13as .htill bc �pre�id in <iccordtince wilh Secliun 3U1 (li ul� Ihc SI md ud Spcci�¢ailuns. Iq Thc Ae;tmgmc 13usc shall hc coinp�cicd in accordancc �+ith Scction 30L0( ol thc Standard SpccilicaGons. Ilil Concittc curh sh�ll bc placcd uvcr dic A�� �.�Ic I3�i.c �+ithin I i calcndar doq.-. 1 eret�ate 13ases Lhnt la� expnsed for a period ol time eicatci than 14 culcnd:�r duyti or cxpericnrc a mca:vurublc ruin cvcnt prior to Lhc pluccrncnt ofcuncrric curb 9hull bc�ublccl lo inspccuon endlacccplancc b�� Ihc P.n_inccr. /�t thc dlscrction ul thc P.neinccr. uddilion[il prool rolls ni[iv bc rcyuircJ. 4) Concrcte Curb �)Gaicral i) lhu mvrl: shall consisl of placine concrcic curbin� on prcpnrcd soil sub i ddcs or .1�, i czalc Rdacv In accordnn�c with Sccllon 105.0; of Ihc Stundard Spcclficmion;. ii) Concrctc curb sheill bc conslrucicd on prcpurcd soil sub_r;idcs aC �g r�eate Rasaclolhedimensionalslznd'ardsollheupplicubleCityof Carmd Standurd Dctaih nr in acmrdanm vrith the curbing dctails of [hc appro��ed constr�icTion dowmcn[s. iIi) M�icri�l� uscd in thc produaion of thc concrcLc for thc cwhing shall bc in acca�il:mce witL Section 60i.0'_ ufihe Stund.int Spe.i�ivationti. Iligh c.irls slrcn_�.Ih edmi�turcv muy bc utiliicd hw tihall not bc eomidcred in m-.ii��im� any requircmcnK ol Ihis policv. ic) I`quipmcnl Wiliicd lor concrcic curbinc intiliillsliun �curl:. indudinc bul noi limilcd iu prt�duetion., hAuling�ddivcry, pl,ming. in�l(illeilion.jolnlln«, curin�, linishin�_ [md miscelltmcoux/ancilldiv tic�i��iiv shull be in 6iccordence with Scction 508 0l thc St:md�rd Spcci�ications. ��] Concrcic produclion, nucing dnd h.iullnJdcliccry shall hc in ticcord;tncc with Scction _<03J0 of Ihc StanJaid Spcciliccilions. ail Imt,illalion of thc cuncrctc �wbin indicat�d on thc a> roved contitruction 4P � ,..� �.� ,�,,. d� cumcnts shall b� �� mplctcd in thc samc p i m,. �.uun. L�]Prcparalion i] l�hc soil �ubs�rid� orn ��r�_.uc Ru�;c.h:ill bc �uhjcci lu addi�ion.il prool rolls in:�ccordania ��:ith Sccuon 203.'_6 of Ihc Stund.ird Spccilic.ilions just prior [o placing d�c I I_b1A courses fn accordoncc �tddi Scction 2C(vl ond 3D(iiil ��f thi� policy. l:n�cccpwblc arcu; tihnll bc corrcctcd to thc saiufeicuon ol tlia l�.nrinccrbclorc placemcnt of uny concrGc cw�bing. � � u) ;V I dupl:iccmcnt or rutline o� th.. x il sub, i�d� oi .1e,{� ��.uc 13.i.�c shull bc rcpalrcd pi9or to pl<iang �onu-ctc eurbint_ CI�Vc:vha� and Seanon�il I.imit:ilion, q('onnctc curbing o�hall only bc placcd In �ccordancc �clth Sce[ion 502.1 I ,- ol IhcSlandHrd S �alicelimx. lhcrcahall bcno iro�-ision lu msIallHuon p p below ihe icinpe�.awcs specilicd. ii) Ao miature sh�all bc placed on � I}oicn subb�ade or Acue�aLe f3asc- IIi1 Lnder no clrcumemncev ,hall conere[e curb he plamd bentiecn Uccemher I�and Viarelt i0. � ic I I i>oil sub ri.id� o� av �rc��alc liau ovci ��hich conc� � tc cnrb n t� I�cc. ) 6 r P in pl�cail and &p� iu��d by Ihc Crtj pnoi lu Nocemb7�'0, plue7nen�ol ihc can�ratr curb �� ill be �illo��-rd u i lo I)zcrmbei I�. iro��ided thal �he 1 I ;mtb�cnt und soil subgrude or 1 �� �olc 13,ua aml�icc Ic�nper:tlurc complics �vith thc rcquirc�nav� of 9cUion IC'(il of Ihio policv,ind thc p.icine conu��ctur pay lor thcxr�Iccs oCa full Ilmccon9tnitllnn inspcdor and who ,h:ill ac� as :m authorficd �i�cnt ol tlic Ln�inccr. Thc Gnglnccr shall selcc� Ihc mnstrucuon insptior. r) If thc ambicnt amd coil vubgnA oi Agerc_�tc I3asc wrRicc Lemperaturc conipli�s �� ilh Ihc rcyuin-mcnl�' of Scetiun 4C(i) allhis policy bcl�+�rn /�pril I tmd April I i, cun�rcic eurb sh<ill bc ullov,�cd In bc placcd on ;m ¢pproccd soil sub �udc orLl�_rcgdtcBdsc procidcd thul Ihc p�n�ing cantreic[or ptiy foi the sen�ices of a fuLl time cuns[ruction inspector and wha shall act �19 �n uuthoificd u,cnt ol �hc F.ncincer. Thc I n�Inccr .hall9cicct ihc construction Inspcnoi: rq Thc Enginccr rescrvc� thc right to suvpcnd zll concrctc curh plzccmcnt , . , „�,. i p..r�lions il, in thc opinic n ofthc Fn_inccr, that prcvailin_ �..alhcr mndil�ous h�nd�ortLernndiiion ol ihe Sub �nule and�orih A�_ic��le I3�.sc inuy rctiuli in �u�hslundard concrcic riirb plEiccm.nL cunns �md lini:lhim,_ D)Pl�ccrncnt il ('onuete curb sh�ll be placed m atconlince with Settion i0'_.09. �0?.1= �id 60� 0.M1(cl and G0� 11�1(d) al ihc St�nd�idSpccilicniiom_ � n('wb m,idmics m.i� be utihe�d m accord�.mcc witli Scctiun 60...01�h ul th� 1 I ) tit.md.ud ti scilic..itians iro<id��d thul ds ciui nn:nl conl irinti lo tLc I I I1 � rcyuncincnls ol'Scclion SOR oflhc Slnnduid SpccificaLiuns. iii� Po�m��arlc �hnll cnmply ���ilh ihe mquircmcnt> af Scelinn bU5 04(b) ufihc Suindarzl Spccilications. ic) I onns shtill bc rcinovcd in �iccordancc wilh Scclion `II'_.16 and C0�.0-1(b] ol Ihc SIBndEird Sp�T.ific�lions. I�.) Ipints i) Inmt� �h:dl confnrm 10 ihc rcyuircincros of Scclion �III nnd G0�.0-11c) of Ihc St�mderd Sp�cilicttlion�. ii) loinls sheill bc in�lallcd .v intcrvzls of 10-Icci or Icss; �-foot or Icss elon,� raJii. loinls in intcer.il curh and sidewall<s sh.ill be loc;ucd:u the samc loe�tion �; dic R����i+ in tlic.�djoinin ;idcwall:. loints mav bc sawcd or taulcd tu u miniinwn dcpth ol '6-inch_ iii) Prcfurmcd cxpw�sinu IoinLti shall bc pluccd et iutcrvuls u(50-Icct or Ictis. ut tJl rustm ��.. thc bc,innine und cud ol ull curb mwrnti. thc cnd ol e�ch dxcs wor6 and m-hcrc tibuttin_ czi�iin�, conslruclion. In nddition lo ihcsc rcquiremeni�. e�p;mtiion joinis In inie+�r.d curb and sidetcull:s shull be loczlcd al ihc samc locz�ion zs �he cxponsion join�s in �hc adjoin'mg sidc����ill:. tA)I'inishine.ind Curine i) Thc concrcic curb shull bc fini.hcd and cumd in uccorJtincc ��-iih Sccliun 50'_.14, 5p�.15. �04und 605.04[� oCthc Smndard Specificatione. ii) ('urinv campound shall bc applicd �o all expuscd sur�:iccs un slip-�ormcd concrcte eurb. For Cormed conerele ewb. ew�fng compound shall he applicd to ull esposed vurf�ces Includinc sides after any forms arc removed. iiil �fhc comi �tc curb sh:ill bc alloued lo curc for a minimum of � ddvs prior to commcuun� backlillin_ opnuGous aidjaccnl to thc cona�ctc curbing. fi)L3 �d.tilling i) Thc tip:ii adl���'�'��t to thc con:rct� cutli tih:dl hc bud:�illcd in .iccord.mcc wi�h Sc�iion 60� 04(�) o� thc Si�ndaid SpccilictitianN onlyi hcconcrcic curbin_ is in>pccicd and acccptcd liv ihc I(n�_inccr in accordancc �citli Sec�ion � ol ihi�; policy. ii) B<ml<lilhu_ operalions sh:ill Lic coniplcicd priur lo opcning ihc um.i lo rc(�ular conslniclion irdflic. i7 h�speclions A,111 m.itcrials Imni�hcd:md �ach i:irt or il tail ol thc ����rk �cill bc +ub�ect to ) I I in peUion per ReUion 10�.10 0l Ihe SI<md ud Specili��mons fbr Ihe purpose ol a�cciiainin� that thc �cork i� in subst�nlial conform�in�c wnh ihi� policy a�J thc approvcd conslruction documcnls. B)Thc Conlruclor shall notily thc Y.ngmccr a minimum of 48-houn in advunce of commcncina am worl. ;ub�cct to tlic s[.ind:�rds c;tablishcd b�� tliis olicti. _ � I P . �� . .ti , ., i�i '�i � � i' C') fhc (� nuacloi .h�ll �chcdul� � i� ol �� II. ��ith Ihc Enginccr z nummum �t � �. d. houra m adc�n�c i tsuch proofn�lls. � � ,. �� ., �, .� f. I hc ('onlr:ul�.i md fm�incu � ill u nducl an ins muu n ol lhc n� ti �anuetc ) I curhing lor anv diimgc. induding Irceiin�� or mndom crzd<s. Thc in.pxtfon and all nccc;s�ic �cpalr. shall bc complacd prlor to bad<tillina nperations. 81S miplim! �anJ t�une ol matci ia6, cquipmcnt or construction �eo�i< may bc r�quii�Yl at Ihe ��p�n,�e nl Ihe Contraclor at ihedixrelion nl Ihe �n_ineer Gxthe xir �occ of:iacrimnine thnt thc �cork is m cub>Innlinl conli�nnnncc �a�iih this i r puliry und �he xpprnced cnnsiruciian dacuinents_ Stnnplin�� und teslin, shnll conlorm lo Ihc rcquircmaiis ol dic scclions ol thc Siundard Spccitications applicablc to tlic porlion of thc wurl<suspccicd to bc noo-cu�upli:mt or as dirca��J hy thc Gn,Inccr. F) W'hcrc dic Ynginca' dctcrmince diat is necessury to conVirm compli;mcc m�id� sl md u�ds oYyualilc or thicl nu�. � unuci uub �hall bc �ui.:d �anJ t�t.:d at dm c� i n.c of thc ( ontractor. Th� ic� i�iec thickncsacs ol thc cw b mu t� ual or I I e�«�d th� ir�imnmui iresc�ib�d b� th� :i i novcd curistrueliou dnn�nirnts. I II (7)Such in>>cctions ah,ill not bc comvucd lo rclic�r lhc dcedn�crs' cneinccr:. I I _ ni cuntrucion ni,mc w:i)' Gmn ihcirobh=elinnv und�c�pnnsibililics undcrihcir euniaiclo_ Sp�Yilic Allv_ inspeeiion by ih I�.n �inecr. ai bv mltuned � n�inecn ar ��.Im �iecnci��, tihull not rcquirc thcm lo assumc responcibili�ics for Ihc appiovcd consiruction documcnTs, for unv ml�;infirprcPdtion ofthc epproccd conevuction documcnte by thc conu:iciors durinc comtruction. or lix thc mcans and mcthoAs ol consirucuon, nor li�r s�lcty on ihc job elic. I I)Wod< idcnti�icd to not mcct thc rcyuircments ol this puGcy or dic approvcd consvuctinn dncumcnts. unacccpmblc �-orl:. whcthcr thc result ol poor m oi k�nanship, usc u f dcicctn c mnLcri:Js, damnuc thruii .h rurcictisnesti_ ur um othcr rniuc I�nind io csiai pnor lo ihc �n�il flcccpienre ol ihc worl<_ sh<dl bc rcmo��cd imincdi�ilck and repinccd in an ncccplublc innnncr �I Ihc Conlraclor's expcntic I) If the (�ontruetar f:�ils to cum ih' �intlim�ith w�ith wn unlcr niade under thc I, p�o�itiiori� of thi� subticction th� I�.n,�in.:i m�ill huv: authorite� to rnutic unacccplublcv.oil:lo bc rcmcdicd orremo��cd �nd repl i�cd: lo causc uneulhnriied ��'orlc In be rema��ed: end lo deduci Ihe cotils I�nm tiny monies due m to bccomc duc. 11 �'�'orl: done conlidrv' lo insliuclions procided bt Ihe Pngineer shall be considered un ia.eplable and tiul�ject to inunediatc remoc:�l and raplacemenl in eiccordance �3-�ih thc inslrucuons procldcd by thc I:nclnecr. ( ) Aeccpt.mcc A)Re�ore uccepiznec oY the concrcic curb. ihe I�nginecr �hzll determine I I Ihe improcemcnls arc in subst�nti;il compli;mcc �rilh this policy (caccpl �br einy �� vi mccs ��-�ntcdl �nd [hc �pprnved consttuction documcn[s. 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It I bLlA�IALLLU TA IIIL511LLI r.���na�iiuzr�v>iu��ii i �;u�mua.�i. u>u hau ieirv�a,.r>>��>�>u .��.� ni �i,n. � �� � � � � o ituqor ,«����,�� L a suewwe FlNAL BAqffRI SHRLL BE PFA NOIE 1. 6"�olve 9ox V b _ V � 6" Ga[e - ✓olve Woter Main d a ..a � Tee - M✓ / �Y' Nofes 1 At Hr h P f Al n AIo W fer Lne Nhere 9 9 lnd�rofetl 0 Orawings nncho ng Tee Shod Be Sef At 45 Angle Up d And Connec(ed To 6" 45" Bwd. Main Wofer Line Sholl Be Lowered To Prontle Svflcien! Corer As Spec�Fed 2 All Jomt Sh ll 8e Resb tl£xcept In Run OfTe. ,,v� i nat, , e.e� a m v-.. Ho� v�nm 6' MININUM aF T(IPSqL OR COMPACIED F(xFECAIE �3 I PA`hMENT SEC710N VMIES _ // - MINIMUY CO�ER SIALL ' � BE PER NOIE 7. � � � � � BmpNG, HAUNCHING . PIPE MAIERIAI PER UTl1TY iRENCH WD7H, INIPAL HANNG JURISOICTON OYFR � BACKFILL NAIEfdPLS ' . � INSULLAPON. PUCEMENT. AND � � I'X. Hl' UIt,1Kl� CaA1PeCnaN PER STAN�AR� PRACPCE . ��' Of 1I7N7Y HANN6 � Bc ' JURISOItliON 06ER � ' . � iNsrnunnaN. \ \ \ \ \ \ \ r � � ��/n�/n�/i�/i�/i�/i�/i:i. WA TER & SEWER MA/N AND LA TERAL TRENCH DETAIL _ � x��. �,� �i� <<���i,i i, i i i� FOR UTIUTY INSTALLATIONS WITNIN Cl7Y R�W U Sll16KK1 ( NEH: ROIq.F.V:AKD NOlE4 NO 9CALE 1. FlNIL BAfXFILL FOR IIPLIiY INSTALLAiIONS MHERE i' IS 5' qt IE55 AIALL BE B-BORROW Fqt SiRUCiURE BAq61LL MEEPNG 7HE MA7EPoAL REWIREAIFNTS OG hlE INOOT ANO SHALL BE CQAPACiE� IN 6' MA%IMUM 11F7S tt1 NOT III5 �, hIAN 95S STANDARD PROCTqt OQ19iY FOR 7HE EN71RE DEPhI OF 7HE AIA7FRIAL PLACED. hlE BAp(FlLL FOfl hIE � TOP 8� OF THE EXCAVF110N LELOW 1HE llMli Of AIBGRPOE 91P11 BE /53 STONE 4FFTING 1NE MRTERIAL REWIfEMEN75 �� II I Of 1HE INWT PNO SNFLL � CqAPFC7FD TO NOT IESS 1HAN 95S STANOM� PROCTIX2 OEN9iY FON RIE ENPI� I I EX. B.aSI \(\ ` �EP1H OF iNE MAlEPoI1 PIACm. IF 7HE STAfiDARD PRAC7ICE OF 7HE Ulllltt iHAT HAS JURISqCPON 04ER 1HE INSTALLAlION HAS A MORE S7RINGENi FlNAI BAq(FlLL REWIREMFNT, hlE MOf� S7PWCiNi REWIREMENi ,*oa�,i e- ornea i I E��^" re.cl N.F. I-� M7LL f/JVERN. CON7RAC70R SHNL PRONOE A drA PARfl IESPNG ACENCY TO PRONOE COAIPAC➢ON ffSPNG AS ___P 2 YR tLtJ -� NECESSARY. --- I= 10 YR. F F � 2. RIIS FEWIPENENT 91ALL RPPLY GOR Pll UTLItt INSTPllAIIdlS (INCUIDING BUi NOi 11MI7ED TO WA7EF � ����'----- 100 YR F - IANNS, WAIEF SQtNCE WiER�15, SANITARY NAINS, SANITMY gRNCE IAlEF11L5, GAS PIPoNG, POY�E2, IElEWA1N � N II II `� UI \p I I S I U21 RI I\ P02('I \If V I � � LOJ' _ TN� CAN CONOUIIS OR DIICT BANK) M11HIN EXISIING lJlp PROPOSEO Cltt OF CARNEL R/W LIMITS. - � _____ ___ --- }. FCR UPLItt INSTUlATONS UNDER Cltt S7REEI5, RECMIXESS OG hlE dURI5qC710N Of iHE IIPIIiY, 7HE NINIYUY °J ---- '-iAAITIA(� IHA114A1 IltVASIIIfIAAI.AI. � --�--- - '� COYER FRON hlE A7P OF hlE INSTAIIED PAOEMENT qi FINPL qiWND ElEVAPON ttl THE TOP OF iHE INSiPllID %PE a; � ... -_ �I I�I119] (; h PUR Dl�l V I.SI I I CONOUIT OR WCT BANK SHNL BE NO IESS THAN 25 FFET. IF 7HE STANDPRD %tACTff OF 7HE UPlltt iHRT HAS � � _ /j � �� a em asoru�.. JURISDIC➢ON 04ER THE INSTPLAlION HAS A NORE S7PNG£NT CO�4R flEOUIREMENT, 7HE YOflE S1HINfiNT REWIREBENT , .y. _ .. . . � SHALL GO�EPN. RELEASEU FOR CONSTRUCTION --- --- -__ ;� � q, IF E%IS71NG WBGRADE H�5 BE4! 11ME STABIIRED, BAIXFlLL MI7H B-BORROW TO BOTT(MI OF E%ISPNG SUBCRIDE __ � I 1 AND FlLL TO 7HE LINIT OF 7REA7ED SUBCRADE YAhI COIIPACIED AGGREGA7E, NO 53. h: Su6jec��ocompliancewithallregula�ions - -�--�= yy . ---_____ -I _ _ i��\ �x = C/TY OF CARMEL STANDARDS STANDARD o4S�a�eantllncelCodes - . � � CityofCarmel � ---`_- �_ ��� � �/�, , I ��- WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING �s� �'��m,VN�n�� . FOR UTILITY INSTALLATIONS WITHIN CITY R W 10-32 � onrE: 12/18/19 3'=0" Min. �a � a Q �'-o" .wn. � �n n 4a a Q Bedding Maferiol Conlo�minq To Q a . Q Q INOOT 903 02, Size Na. 8 �\ -�'� � One B x8 k16" Salid / � Coaa Block Or 6%rlrn mbl�� i��f�i � C/oss B" Concrete d Bose On Undrsfurbed 'Lngs graund. � 5. H ront ✓o/ves mvst be resbained to the tee �h either od th�ead, or on onchoring tee. 6. AlI Hydrant Stubs must hove trocer wire C-Y "� "��MEL � FIRE HYDRANT ��. ? S ASSEMBLY { , L O I I � � � I I � � �' I -r�-- �, � O ,�n." � IVPY IIPE t(BLVE) Ppl I�DOi SfIND.UID OXG E NB-uNfd-tl 4 Fl� ��r xahs Q fQi P�VFD UILINOm 0.0ID SLf6AQ5 RACEYFNi 91NL BE N 11E CQIIFP 6 ME SiPF£f. Qi fqi UMOm NULT-L4£ RWO 9JPF�ICES %AQl1ENT SHIIL BE M mllIX qNOIX VNE pAYSi 10 HVOFAYi �n�. �c �w a�-0[-s�c isvucniwns rt�c[�[xi s�u� a �i TM[ e[qx�xc a TM[ d�-0[-vc cFa[ x M[ c[xmt Of 1�E Sm¢r. QQ fOR INIEASECMIN MPIlCA1pN5 PU44fNi 91�LLL 9E CFNIEA SIHACE ONpEP QAYS� 10 HiDPAVi LOC�TW IN omm m��u u�arna. CITY OF CARMEL STANDAROS STANDARD vnnriiivv FIRE HYDRANT MARKER PLACEMENT 10 41 . . �,,o r<F•,,, v ' `� �.,, �,a.m9��: `�: H�No ° 's= _ 19358 "__ slarrr,r ;�¢> °;po,��`..;M�wN';..���F."�r '. SsicNa�� E"�'.. .� z - // �. � �^' I..L � O W a 1� � . 1� ¢ � � cii ♦ f-;-1 • � � � z � � �--I � Q. � CG � Q ¢ 3 � � Q > i5�t. ��isvi� C/�� II�V1.�1�9,A SANITARY SEWER QUALITY ASSURANCE Line and Grade Requirements i�rnecom�aao.snauaeu.enomeunrry,m me�mmmneaeyarey�:mrea�a�as�ryeyo.o.a,ore:s�o�aie�y��eo.�o�n���ymm ine as-emn se�.�er nas teeo mmo-�aea �o �ne a�me�:�o�ei,ea���eme��s a� sno.,� o� me app,wee w�:o-��uo� a,a.mys. xl rvo o�nar�a:o�q:nau ea parco�ao ��w ma o�e a�e craea aeqmrema�� are:ao:nae. Performance Testing p T�e Con�auior s�ell �e res�nsl0le br NmisM1lrg all nemssery eQurymenl antl personnel br �Oorming �M1e �� a: ea:�ima �i� �ni::ana�. z� an iesm snan ee »n�essea er me urniy «me��ae�g�ea. 3) A minimum o(1C �wrs nolice sM1all [e pivan IXio� �o contlucling any perlormance lesling. O) Teslinglailures or Eelays may Ce �use �or Wilily �o suspen0 testing unlil Cont2tlar �as maEe repain antl Is prepar N m mnEucLesting wiPom unnxessery delays. 5� Ralesling lees mey be essassetl Y �M1e IIIIRy tla�e�mines �M1a� exceSSNe Insy�cllon �Ime R �eputred Oue �o lasling(ailurasorCon4aclo�tlalays. Performance Tests 1�Ai�TBe110�LeekegB 2) Men�ole Vemum ie501g 0) In Glare �ePetlan Testing 4)HyOms�a�ICTesting S�Sewertelevlsng 6� Tacer Wlm ConllnWry Testina Ciry of Carmel Utilities � QUALITY Standard Details ASSURANCE Im�:. �e.wn�o c Is..i.. xort xea I �rawin9: C51 Pege 3 SANITARY SEWER MATERIAL SPECIFICATIONS Force Main Tracer Wire Maiener. wi�sneimaemmim�mmissesdm�re���c��ro�.ime�a�me�opieau�msmano� aom�sys�em: wnere�o���mrsa,erevm�m,mev•naimew�miemsMoeRo�aov�•eaea�ai. QuanlilV� Fwopen�renc�in5lallalion5lVeCCwlres�611b¢Ins�911¢C.Fw0iRClionelCnlling2�2W ��:nan oe m�unao wim me pipe. n�oess: meo-a�ermrea�ssoomi:naime�ompo�aoras�nevnra�ra�::ao.,oraoe��eeLL+i. me eaesa po��u>reu ce o�a� �o more men soo reei eoen, ena ei eacn menye meirenu�. Ciry of Carmel Utilities T MATERIAL Standard Details SPECIFICATIONS o..,en,�oa sv. xo=ox.. o�awmy:cwun aeqez IDEM SANITARY SEWER SPECIFICATIONS Ma[er_al • 32] IAC 3-6-8 (a,S,C) lists ASTM D3�39 as Ihe s[andartl specification Por Type PSM POIV Vinyl Chloride (PVC) Sewer Pipe an� Fittings. In5[allatlon • 3U TAC 3-6-18 (a,2) Ils[s ASTM D2321 as the s[andartl speclfcaflon Por Underground [ns[alla[ion of Thermoplas[ic Pipe for Sewers and O[her Graviry-Flow Applicafions. DeFlec[ on and Leakaae Tests • 32] IHC 3-6-19 (bj s[ates no pipe shall exceetl a tleFlec[ion of Frve percen[ (5 h) or greater. • 3U TAC 3-6-19 (Ql) states a hytlms[a[Ic [es[ s�all be pertormed wIM a minimum of [wo (2j feet of posi[ive heatl. The ra[e af exfil[ra[ion or infl[ra[ion shall nof exceetl hvo hunOred (200) gallans per inch of pipe tliameter per linear mile per day. • 32] IHC 3-6-19 (tl,2,A) Hn air [esf shall mnform [o ASTM F141]-92, Sfantlartl Tes[ Me[hotl Por tnstallation Acceptance of Plastic Gravity 5ewer Lines Using Low-Pressure alq for plastic pipe. MINIMIIMO'OIA. SERVILELONNECTIONNOTES GROUNOLwE ��PIPE3'PBWE GMDE �� A.CONTRAQORSHALLNOTBACKFlLLSERVICE CONNECTION UNTIL THE CITY HR$ INSPECTE� / p ANOTAHENMEASUREMENTS,ELEVATION58 � � � � �J TEP p1HERINFORMATIONREpUIRE�FOR � nGxi4na PURPOSESOFRECOR�. GIGE oU F� B.PLLWYEBRPNCHESINTHEMNINSEWER LINE ROTATEO MORE TXAN 00° FROM XORIZONWL SXPLL 9E ENCPSEO IN fi' MM. <D00 P.5.1. WNCRETE. C. TEE BRANCXES MAY 9E VSE� M LIEII OF � ., WYEBRANCHESFORLONNECTIONSTOMAIN SEWER519'HNOLPRGER. O n / 6"XOVSEWNNEGTION � 5 � XOUSE � � COaNECTION I I I1NOI5iOR9E�GROONO 5'BEND� � ,�,�. -- 6'WVE0.5 SPECIFlEOBE�OING SPEQFlE� rwreRw� COucORMixGi0iNo0i sw.oz. sae xo. e u„�iN SEWERAS '.E IN �O]0 P S.L CONCRETE (B' MMJ SHOWN ON PUNS PUN SECTION roseuseowHeaemawseweais I CilyofCafinelUtilities I��HOUSECONNI moee rNnH ir iry oecrH Standard �etails TYPE II � _� o�� � « JKr � � NEAPESi0G5iREAMOR O` W1NNSiREAMMANHOLEONMFIN lWESFWEP QO Q � a� n ^ RELEASED FOR CONSTRACTIDN Su6jec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel `�j sv � �\'��v�N�nl.� � � onrE: 12/18/19 A SANITARY SEWER BUILDING CONNECTION CONSTRUCTED IN THIS MANNER WILL NOT BE ACCEPTED Ciry of Carmel Utilities Standard Details ` UNACCEPTABLE CONNECTION DETAIL SANITARY SEWER QUALITY ASSURANCE Air Test for Leakage 1) rre zo- �ee� m� baFze� snxu ce oua on au erzwry sewer pipes umese umerwise nmea. z� me oress�,e ��a:nan ee s p:i erea�e, ma� �ne oaox p,e::�re orme ero��a waie� aeo.e me pice. sI me �w� en�e �e��ea:nao ee p,e:5���ea a�e suowea m n�ari�. me tima a��atio� m m� �e�� ww ee s mmm�: ena�m�ar�eo�. C) T�e �es� sevilon s�all paa5110e p�essure bas ls 1 pal o� lass. Manhole Vacuum Testing � I n.xcuum �es� ww oe veno�ea o� zu newry �i�s�aiko mxnnoie., o. e,lnma ma�noies �na� �ne wm,anor ce�a�a�eo m, �ie m. s� rne �a:neu ee �om���e aner au ma�nme mmpooemc na�e me� ai+emoiea, aoe p�pe peoevano�: ne.e eae� meae. s) n �a���m or m m�ne: oi Hq:nau oe eraw� a�a ma �a���m p�mp mmea ar. me nme e��a000 or ma ie:i wm oa i mmma. <� i�¢ �¢s� manM1ol¢ SM1ell pess tl l�e vecuum loss Is 1 incM1 o( Hg o� less. 51 Manlmles s�all I�e ai� �es@[I in acco�tlance wi�M1 ASTM G I2V0.93, SlantlaN Tesl Me�lmtl �o� Connele Man�oles by �M1e Nega�ioe Bir Picssure (Vacuum) TesL ln Place Deflection Test il me m pia�e aenenio� ies�:nau ee oerto�eo o� au qramry �wer p�ces ��iess omeiwi:e �o�ea. s�.n, c�� snaii e, �o�a��rea ana, �n, n�ai eadrn ne. ea,� ��� e�e� ro, a mm�m�m a ao aen. 3) ihe test sM1all be conputle0 using an aOProveE manErel M1aring e Eiam¢ter equal b 95%olt�a I �. olNe pl0e �Ing tee�e0. O) A Opving tlng wit� IeMry itlenlilltelion tlBe�y visiEle s�all be proaitleE IoreeOi manERl usetl. 5) IDe manOral s�all � manually pulled Nm eac� plpe secllon Ceing las�ad, vnOON Ne use o� any maManl�'al0evlces. fi) IDe sectim Eeing ieslBE shall pass IINe menGrel can Ee pull9� wntinmmly t�m ��e pipe. Ciry of Carmel Utilities � QUALITY Stantlard flelails NSSURANCE SANITARY SEWER QUALITY ASSURANCE Hydrostatic Testing i�co.�� o�. io.m�m �.ni�� A..�..�.. o si„�. ��.i.ii ro2�m..,,. si.,. �a,�a.a e io, m e�o�e o., �reo�re.n.�.a.��a��e,. '�ina�aunwnelinelnu9 ��������lesuan�2lwrs. � aR.a�+m.n.0 .n..m.e s aam. or qo. e��: �. o=� mn. a obs m za H a. Sewer Televis�ng , �� w o�.�,,�M.�s.�.�en�,_.� � .�a.�..,oa.,.,��wa�en.o� ' , qmm�,gnEevaMlwbadxMwbp. zlu �«om�ewne��.ao.� cAo.miwm.:w.�ereK�ooya:.m«� naro.,��w.a�. 31TMu^NM Han I^ Wf ^m enou9^o elennW Oa P���ti M/le Mlne¢^wuy¢ I^Pe IM. in¢: ebNan e¢ pume a�1.��amsordm�e�m��.nm.s�..e..m�,fm,.nas U.wm�ew+mean.wewa 6JOnmaani�suummpnpvunq�ooam oUa�°°0"anaevamewnoltMwxa�llrc �����rt Tracer Wire Continuity Testing pca perlw�mnimuMma�enminewri�weneairemrwnamireeyc�.ic.�arem,ene piecingsneumooMuuMFomeurcrryineraiMawerswl�u �� m. �..i haeo� mui wss �n m..erei � m�.n�ar c.i.�rea m ine am�A u,ein. City of Carmel LI[ilities T pUALITY StantlaM Details ASSURANCE NOTES: i. wa�sEOH�rinurvoscavEo SURFACES WITMIN TXREE FEEf OF 9OILOING. i. FLL SLFB NNO CRHW� SPFLE CONNEQIONS MOST BE A MINiMVM OF 3" BELOW THE FOOTEk PN� E%IT TME 9111LOING AT THE FRONT OF iHE STROCTIIRE TO PROVIDE THE SHORTEST. MOST DIftECT ROVTE FROM THE BUILOING TO THE E%ISTING IATERPLSTOB. / FOUN�FTION J � iEMPORARYGWEOCAP FppTEF � 4'SEWER . � .:. 8"MINIMUMJ 4�%6'RIGIORE�OCER SEESPNITNRVSEWERTRENCMING, BEOOING PN� 6PCKFlLL �ETPIL 3'-0'M4Y. 3'-0"TPICAL r I — I Nus � [uss n rou[n[i[ irEaeo�es*ioe`v�:i:`r SANITARY SEWER MATERIAL SPECIFICATIONS Graviry Sewers Plpe and Flttinqs 15" Dia. or Less �omisn�a �aioawiuvre �n�°eu .i� rrepvl o�e ¢Iryllnei. Gravity Sewers Pipe antl Fi�tings 18" Dia. or Laryar ServmeLa�erels �~�uu�rar�m.ax�.,e.es�.o,..e..�.mpu.uuoh. Ge�Ma�. M'nmumWFA4EeqOvbu�Fan1Y baeqnd JOInISn�em: E meklCwahellryLe Nfitl�rys. �oai.eaPo.�n�awmm.o.anxure:i�aee.rwainedu �w�m .eu.e�i�••. Force Main Pipe antl FiVings 2" Dia. or Less wcdxoaa caar�. u m�wssiw>wro>Mw,.*ra JoiniS¢lem. s pCpros�PnolMavanuliyp¢5Nn[euiMtlYlmnnMqnsantl�llinqi. Force Main Pipe antl Fitlings Larger Than 2" Dia. �.:.m e s o. e. oress a i reua.ue � e v P++miy. 6' WL CAP FINPIGRAOE 6 WC PIPE MINIMUM SOR 35 TMCER WIRE �o'X6'%6'�TEEWVE Ciry of Carmel U[ili[ies MATEftIAL StantlaN �etails SPEGFICATIONS BENCHWALL TYPICAL DETAIL MFNHOLE RIM MOST BE AT LEPST 1'�0" BELOW LOW EST ELEVATION TO HAVE GRPVITv SPNi1HRY SEWER SERVICE FLOOR REFER TO MANHOLE �ETNILS FOR NCLEPTP6LE CONNECTION i fi'$EWERLATERAL City of Carmel Utilities NEARESi UPSTREAM OR TVPEICLEANOUT DOWNSTREAMMANNOLEONMAIN DETAIL unesewEa eing. C51B Page 4] � GPAVItt BUILDING SEWER TO WYE ACCEPTABLE DESIGN OF SANITARV SEWER 901LOING CONNECTION F Si-O�� £ vnvemenr w � \ (�seiecrexcnvnreo �� �nPPreoveo J. AMiERIRLORSFELI.LL . � E%CAVPiED BPLNFlLLMFNpiAMPEO MATEflIPLONLE55 INB'LPYERS OiNERWISE . . � oiacc*co NOTE: 1. SELECiE%CAVATE�MATERIPLORSGECIAL9RCKFlLLSHALL9EFLPCE� UNDER ALL pPVEMENTS ANp WITHIN THE LIMITS SHOWNl�BOVE. R. SPECIAL BPCKFlLL SHALL CONFORM TO IN�OT 2fl OPE. ]. SELECTE%CAVATEDMATERIALSMPLLBEAPPROVE�BVENGMEER. Ciry of Carmel Utilities I' LIMITS OF Standard Details SPECIAL BACKFILL saw[Lng pavement �strag� \1 Hge sce=aiea�eru��aer Pa�ee wma�s as tl �edN by En9 neei n9 oaoanmam TRENCHSCHEDULE 92F 'V '0'^ 'P _ _ lIM'uluNetl � b^ t s' z o' C Eetl� C R-6' T f C io' x s' s Y 4 z' r City of Carmel Utihties '" ACCEPTABLE S�andard De�ails CONNECTION DETAIL m. Jenuervx0i6 s.ae. xa io . ie Omwinv. C521 Paoe 22 a�emem ma�enai a�e �m�e�ess as aireoiea oy qnao�ea e.�a.aieo meienai Engineenng punp9vBtlBRBeu01B93 �N -sed�ecled BU(IIwi1�1f8g I fill�Od � � mro e ropo� �� o ce �/i i� �� No�e u a �sune �� e cMnwnn �ij`�J�� IXBg ulertlllocanledrreol 9uGltly %� :°\ Ba�ppausngttBgranularfillwmppckG x( Tfi'Iayers�oppesn�eTne is' s' TRENGH�ETAILFORSEWERMAINS 18' ] 6' 3 5' ] II' 3 ♦ N. �_�. ��_0. B. NOb W Is ��e matimum wIEO br nglE plpas v i: ma mmim�m wiam mrna.ieie pipa: -r��smemnm�my�e��m�eeaa�y n���eaeeim�.o�ae City of Carmel Utilities � Trench Delail & S�andard De�ails Trench Schedule I.,,..w.�ao,n I ..o�ros. I ore.�oa�. ewa aaeo ai THIS STRUCTURE NOT TO BE USE� IN pLL LOCATION9.ONLT WNERE APPROVEO BT HANILTON COUNPT surevexoas oeeme. � COUNTY SURVEYOF tlPSl ��� D-25 aw�:unwvm' mlmv��'im WATER & SCY/CR MAIN ANO LA7CRAL 7RCNClI DCT�2 {�N (��li/�✓Lv.`,�iV�ifN�N� IiB��IITI f,l!Y%��� i m�. �u7.nrou.nws rsmE�rs.aewv um , +��.0 � sTnNoneo CITY GF CARMEL STANDARDS � �RAVANG Wp�R & SEWER MAIN AND LATERAL 1RENCH EiAIL aui�owe �ei+4..v . 10-32 FOR IITWTV INSTALLAlI0N5 W1iHIN CITY R W �� � � r�, =iioNC CLCCraiC -� � � � � � � - m cns coreeiooe Y�-J � � � l he(bntincmr:hall herequiird m lumi;h the dccclopers I�nein�cr�cilh u zYa[ �nnls, inarl d in rccl pcnul hn �im= �aclu�l . nccr c n T r - i r.va i •, �� IocOn�.n �nd fm�rn m in -ludz Im i il Icculioi� dcpth ind Icnelh. tiu.h a.bullt prmh mu.l be - reeei� cYl ba the Gn�inecr he�b« thc �ual _ . ��... ronimel p:i�inem c.in bc.uuhani�rl. llm r::.i, r euey - � snnil u� �cm'cr I:ilcr.il� and auh.Icrminoiion � � � a , �,., , . ,...- .� _ ...-.. -, - . -___ . . .h�all be inJica�ed un th swiise � nh n mewl ---- --� — fcnc� pu�l scl iinni�di ticly� <ibov� Ih� svid . iCl'IIIIIli1M1011 �]JIIII, TYPICAL U7lLITY LOCAIION UGI �IL J� ���. .t�(y�b �oc0 P�Ei�S�:;:�R,C: F,�': _ No. : _ € 19358 ; _ ` .`. srn-ro- !¢< c�p�`.... py�NJF..i ��: S�� '��eS'��'JVAL�i��G � --' - � _ _. � � i � � W � o J o -- W Q - 1� � ¢ m � o � 1 � ^ O �� /\ V • � _ ` � / ► �J V� .--� � W(^1 I� � �..� L�r V/ z O Itih� � Q W � :� W Q � � w Q _ C � Li 41 I � C800 OFFICE OF THE HAbtILTON COUVTY �URVEYOR llLB1�IS �LJARD S[DE PROFILE - �9 n:. � e� ao 9/♦ <: TOP VIE1N' � pIpIE 1POOFINI9XQD aL. f-3ATIILTON COUNTI' vtiRVEYOR'S OFFICE � ,.n :000 STANDAR� PLAD nrrrzocro.. ___ 4J.weo i� 1 xsxx i c x♦ .neu�eiox cotry x s�xt[vox OA'!6 lJ - 1� p[OFFIOEoOF D 20 OFFICE OF THE HAMILTO� WUNTY SURVEYOR ON COUNTY SURVEYOR K�•-�• ANCHOR � FOR CONCRETE END SECTIONS � o\ SIDE PROFILE .� ..aw�\7� ��,,,�..�s,o ,� r..�� e . 3 w.�,m. �" � r�n.., J L i=�" `�"_ ...,� ,�.,�o..� � ��� ,: ,,,.� s ��,_.�. a� � NEENAH 1642 ']Y � h or � 2 ....�........o..� .. EAST lOROAN 1045 or 1022 �^': "�"�"' HAMILTON„'COUNTY[ SUfRVEYOR S�OFFICE� MANHOLE iSOLID LTD CASTINC vseo: > ooe �o�.., ,�w.e.ow o..s ' � cT t PP4YL 1ND C4VER 13 SPeC1YI[0 N66�60Ti1¢�INCM¢9 OP PIpC9 Y.IYIYYYI. "o,e. .o�. �o .s tO ASIY ItB YeOpNOL6 �0 YIXIYUY i YIxi4Vtl XOX 9HPINC 6Y6Xi CPOYi. /iMP vF0 8H IP[O...0 �iM i0 9PP N4aL XE ! P P¢ OP[" �. ROVi60RL9 1&6 i0 BL BY. uoOiX �X0�06 9�X P�IX19X � xpOpCOX BM B oa e Psw a Yd1YVY���� �� OXof•O�eREA9PDX[ STANDARD MANHOLE FOR PIPE SI7,RS 12" THRU 24" ,. avvaove��. STANDARU 0 5 OF THE HAMILTON n < � O � n N � a � 0' O �/J a N Q a 0 � ss� xu�r.xr m —ax�' omw siw� uoTMiais wrtn w uavwr fpSl�lG OVff ] YY �� � ava TOP VIEW „� �; ,� � ____ r _-' ' , � � P�SX¢P9 END PROFILE �� � ��;� —��� ��� �e�Eo�� _ ��x� H E10 P�QNL M BE T i IX'� 2' END ER ON � a LLLiXP¢�0 �pR�N HC NOi i0 9C.1t¢I THE HAMILTON COONTY SURVEYOR E OF THE HAMILTON COUNTY SURVEYOR NYLOPL4ST DRAIN BASIN WITH DOME GRATE 1�.31 MIEG0.1hJ WCIILE aM C#UlEi01M1GpWXOJ. � mn � . : F e O � a ti� e' € 'e w � � , � � { �C ' � _ _� � � � � � -i � 9 [snimi,s� FY�wn� xSY �a� .,,. . �e. a �, .m � p "� �' .E���. �a• "�� NEENAH 4342 - EAST JOROAN 8488N o. .00.o..a e. x.mmo� co.e�. s�..e.e.. oni�. mn.�rec xox .o s�.� O O O r�t�� T„ ? � � h A e �no 1 � 1�� I r ... .� � I� V e 1� 1 NEENAH 3501-TL ar Tft �xoxes.nnwaxs» EAST d�R�AN 9485-M2 or All reaxn rvwE x�uwa�c iw y Namllbn •IOP�IINC XOi i0 eCAL[1 o..vr.�..e e ce�mr a....re•'. mno- HAMILTON COUNTY SURVE CURB INLET CASTING APPROVEO'� - CT 8 ..�. .� ...�.�.. uo... 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