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Chesterton Drainage Imp. - Construction Plansrilk.� my - • AMP A AS UTILITY CONTACTS UTILITY I COMPANY I CONTACT I PHONE NO GAS YECIREY CIX1 PERMK 317-7M-SSl4 flE PL BW SRPREHS 317 -261 -BOAR 1EIEPHCPHO NE AT OAYE MUSNL 317-2522M WATER CIiT L£ LPAM WA1FR NTL --FMARK SIEVE WOK }17-7}R&5 WATER__ _. SEgIA WATER SHOCNI£' ]f7 -TO -501 L SARITARY ICIAY INP flE41IXiAL WASTE OiSIPoCT -� NTAN HARTYAN 317-BN-B2W STORMWATER POLLUTION PREVENTION PLAN OR gNHW3E A'E FVAXS 317-119-SI79 I MAINTENANCE OF TRAFFIC PLAN �CA&£ PROJECT LOCATION (BASE BID) ALTERNATE LOCATION LOCATION MAP NOT TO 2'p1E PROJECT LETTING DATE: 08--18-2010 APPROVED BY: BOARD OF PURI lC WORKS AND SAFETY JAMES BRAINARD, MAYOR - aiARMAN MARY ANNE BURKE - MEMBER LORI WATSON - MEMBER INDEX OF DRAWINGS SHEET NO. DRAWN: PED v� TITLE SHEET & INDEX CO.1 OVERALL SITUAIION PLAN EXISTING TOPOGRAPHY _C1.0 C1.1 -C1.3 DEMOUTION PLAN C2.1 -C2.3 PAVING PLAN C2.4-2.5 _ STORM SEWER PLAN & PROFILE ' C_3.1 -C3.7 STORM STRUCTURE DATA TABLE C3.8 ALTERNATE #1 - STORM SEWER PLAN & PROFILE C4.1 -C4.2 EROSION CONTROL PLAN C5A-05.3 ALTERNATE #1 - EROSION CONTROL PLAN C5.4 STORMWATER POLLUTION PREVENTION PLAN C5.5 DETAILS C6.1- C6.4 MAINTENANCE OF TRAFFIC PLAN C7.1 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010, INDOT' SUPPLEMENTAL SPECIFICATIONS. 1Q CHECKED: AF DRAWN: PED v� TQpASRF.Ry., �NDIPNA OWNER CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571-2400 TOPOGRAPHIC SURVEY BY FIRM NAME: AMERICAN STRUCTUREPOiNT ADDRESS: 7260 SHADELAND STATION CITY/STATE: INDIANAPOLIS, IN PHONE: 317-547-5580 CONTACT: ALEN FETAHAGIC po MAA s9_lw1 10 aavAh wlxwr 1wn:wc we ivomwmlxo ,Gx M6M� 19M -„ ,GxMxG PLANS PREPARED BY: Q■ PMExI^.AH M■ STRUCTUREPUINT �• 7WOSHADE1 NU srnnory INOMAPOUSIN462 39W TEL 3175475MO FAX317543G27G nw.v 54xtl::apalnf wm 19900545 SfME I. , IALEN FETAHAGIC, P.E. DESIGNED- -AT CHECKED: AF DRAWN: PED CHECKED: _AF_ FINAL CONSTRUCTION DOCUMENTS 9' EXISM LEGEND P EIGry y ME MFRCT ® RAUBOX } mE y PDXEN PORE PEE ® swrtARY N Hot£ Q GIM POLE ® WATER MITER ® WSH Qj WATER VALVE ® UD I OUT WIRE SRIMP ® INET EI ELECTRIC LRO55 BOX POST Q YARD MGM HIS CURB INLET 0 DRAINAGE MANNDIE $R iR4fflC NONDHOLE ® TRWSFORMER 0 M..l. MERA BO% m T] KRONE MMHCLL 0 C. WT F3 AN COHOIn.N. c STAND FIRE BMry� NFGPMPT.N BT1E VERTCAL LOCATOR DATA SHOWN ON TMS SURVEY IR BRED WON A PORRORPL SOU TON .B.. ERCN MUSAL BURTON. ST.=) CBYRV MS PROCESSED BY NATIONAL GEODETIC SURYY MAIN) UTU.WG TRMR CNMNE PO9TWIXG USER SE . M.R) Bo TWIRE UNLESS OMFAMSE NOTED. E1£VA' D10W MEPEOX ARE BASED UPON SAID MUS SGWTOR AND ARE ON TIE UND RUNT AMERICAN MRTICAL ..M (NAYOM). W TOF AW BONNET SOLT OF A ME HYDRANT A G ME E DUE DT LMCDLN STREET APPROX TOO' SOUTH GE RATH STREET. All TD, T f1EY IRS., CUT SWAPS ON SN SIDE GONG N BASE ONSW CONSER G8N STREET AND NEE. BWIEVMD, As CUT X ON S BONNET B T FlRE HYDRANT NE CWMR B.Nh SIRE£F AND MARIE ON NV ND Fe. 1. TRSHALL PROTECT AND NOT DESTROY THEONS RUCTION CCFNER MONUMENTS DUPING CONSTRUCTION 2 CONTRACTOR 10 VERIFY WCATION, SIZE AND DEPTH OF EASING UTILITIES PRIM TO COMMENCING ANY CONSIRUCTON. CINJTACT ENGINEER IF VARIATION EXISTS, WATER. R, TELEPHONE. CABLE, ELIAND GAS SERNGES CONNC¶NG `MIH TT HE PROPOSED POSED STORM D AS SHALL. RE CONTRACTOR TO LOWERED TE TT TH. CONTRACTOR TO COLPOINAIF. M1lH THE LOCAL UTMTY PROVIDERS. 1-1300-392-55X4 OAUIMFUE — INDIANA UNDERGROUND — �r T! TT T,,F� HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY Qr CARMEL VERTICAL SCALE DESIGNATION NO. FRE - DESIGN ENGINEER DATE N A DESIGNED AT DRAWN: PED SURVEY BOOK SHEETS Of EXISTING TOPOGRAPHY I coN RACY CI (PROJECT NO. CHECKED: AF CHECKED: AF 10-12 I �� I y€ I '� , I I II II�i ( a 4� a , °{iPfi $ �d i jE ° i'�� ' � �� $ I L�� , t o+ I �__ e'i � I �- I � 9 §� ol��-_ ,I �� S ��""x -m� �,'^,�'�+�, °e r. IB Uy _�Y. w� i 3.4 ; „vv'� E i Y,HI _ � e'v GO •'q V w BD' 5 1 - TT D t �� W+tiN a'°I 'a,W KITTRFAI DRIVE �', N. a ® ® ° I'• �x ° % v' L ------ 4 h a''' u'' A scut. r.w• -q„�.," <s� -i �„F w`-- -fr ! °.......fi.�,.. _ _-_ ____-__� �_ ___s_�_____ ___ Y _ __ .a E%ISTING LEGEND �,. __ _Y� - - 4 a?�_ _ SIGN S Y RRE X.uwT ,}b-Sst� 1-;�P-$�,L�I-: l t -��- ',�' 9 @g;4 1 L; a l -'y '�, C" - i 83`, § 1 , IL '° $:I a _ y �. - yC F�1".t�A�L "® 'L `e.. m P 9 � . i C � NF°e� -?. ^� v:. � � 3 �... b°' geNAS .I 19 41 V yea i$ B 4"� e. L 1 I 5 Q .+. SCf §$ 4e •�° ��j - I I I I I .r ////'�° SANITARY MmHou, UoG PONE WATER MEIEA ° V GUSH 3, dA WAIEF VALVE S _° N°, ® U ® uD 1- GUY WIRE k ¢ F r 4 1 s ORG VS - isE .'� ibl: P,� Vii_ 1S 5 E EEGUGV CR055 B0% POsr � � i i _se , 5 g w �- a U �'�r sp. I e ItI _,'-�Y _ 3. F''" U a 9 l eN 'a �§ U ¢ YARD UGNT 1 ® C -". -s ------ - o- -_a a&lx- mn I�. P Cs�_ (m -J_ L____3'_C=____ sW -�- ® OPAINAGE WNXOLE _-+ _ _ _ _ _ _ _ _ -_ _ _ _ _ _ _m_w ____ s = _n =��_ __ ____ _ __ _ __°�_ - UMCDLN BOULEVARD �p 1 1 -'-i L °I____ "' 'e °R _ a �W � � ° -9 � �4 -- - - � ~ g E �v • ®TPunc xmpxo(c ® nwusrOXUFR -- _— � � �h ' • r�(-'Ij \ ifs - g frl � Ep El£CfRIC META ROM 9 •1`P ® TELEPHONE MAMpLE Z $I F__ Fr`a ya e n y R •• c l° _Y r •n j _ . S ,yy ( g �1'� LL`r. g q •� `' JY F� I I 0 CLEW OU, U_. :� - • a a - € I ° {jpyi- p a§ -de U •He r ® MR cpxanoNER ��' ya q3 IQ§ gW �a i, I`^.f 1 � "alyIV -9 ,� a e• rve i4�i 'I .1 o srM'D PIPE Ili � e��° I I I I I I I I I P� " p4 I RENrw IxPWM.TDN 1 § sTHMpnER R E(LV HI -re11R THE NR AI LOCATDN D. 9i0XN W THIS V 9JRLEY IS DpSm UPpi A POSITMAL 50.UTp1 FR GEN. FRpA CLOSED PD9TONING (WS) m a Yi NA'17M AIRVEY (NCS) UTIfIIryG 1NDR SuNwr (NOR) PNOEE54D BY DRUNE L f£COWNG ONE P09TONIHG `PP1 E. UDR E..E (OPUS) s(IFTVARE UH1195 OIHFDMSF NOTED, EIEVATONS SIOYM HEREON ME �' W, � 1 •1 BAED UPON END WILD BOUTON AND ARE ON THE URNS NORTH AMERDAN MRTCN D.. (NAW88). lCP OF NW BONNET BMT OF A FIRE HYDRANT ° I OI �g MENn E E ME OE NNCON RTREET MPROG 1W SWIH OF SBH E1 H. i9 I I I Iml A.7B.I AV? — GE . WT AWARE ON SY USE DONE IP BASE ON W WRHFA BDIM1 STREET AND MERYFEE BOD EVAAD. AMZ m3 e _ MY 'Y ON 5 EONNET BOLT FlRE HYOXANT NE LONER 96M SUNNED AR Y PRE DNVE. ROME $ {a 1. CONTRACTOR sxgLL PROTECT AND NOT � DESTROY THE PROPERTY DORGAN MWIUMENIE r• DURING CONSTRUCTCN I 4444 2 IXIICTOR TO VERIFY EIDOE AND ° TS 1 COMM OF EXISTNC U UMESSTRUC ON. N COMMENCING VITT CON EMSTS. CONTACT � ENGINEQi IF VARIgTIX1 EgSTS. g 1 !SUI �L NOI WATER, TFIEPHONE, CgBE,EIECIRIC AND GAS ! 9 1B' SERI CCNNCTNG N1Ti THE PROPOSED _ 44 m 1 bt 9 E. BE. SHALL BE RELOCATED OR iY LOWERED AS NEEDED. WI DO IF COORDINATE N H THE LO AL UnLITY PflONO R5. • R '• 9 TRE IOC N D O Al it BAS UXDpRgkID UTUll6 yIOYM ON MIR PIAN ARE I I.N.WON IM PA W EI�l,O ( htlWlnA °u mt Bm,Iq 11 MW W AN Negw,M1YON-) AND '1 1tel/ AND.�motleu N£ 4EgiP114£ IN .E" 1NEIS NAY AL50 BE UHD, sU NO ISGROUPS i 4 / Y IAVI EWIENrr OR FOORFAUGH NO ABOVE ENEENO WAS Pi ®YF➢ 1.4E EUR I➢CATMMV O SAM 1 �� i-8^O.O-25544 THCON OON SI PR TODANII ASE, ILL O]NS� ME . E __________ _ _________ _ _______________ _________ _______- - _________ _- - _- ______- - - -__ - ___- _ _____ _ ___________.._______..__________________—__ _ y v - INDIANA UNDERGROUND - -- T --,MATCH t LINE (SHEET HORIZONTAL SCALE BRIDIX FILE RECOMMENDED )�J ,E �T, ,FST CITY of C111V1Y11:+M VERTICAL SCALE DESIGNATION NO. FOR APPROVAL pE51GN ENGINEER DATE N A OESIONEG: AT __ DRANN: PED SURVEY BOOK BHEETG CI EXISTING TOPOGRAPHY caNTRacr PROJECT NO. CHEDKED:_ AE GIECIQO: AF to-tz _—MATCH LINE (SHEET C1.2)-.._-____.- e e..__ • BO• SCAM 1'-4V EXISTNG LEGEND 4 sGN y F1RE HDP ® Muieox TEE b POWER POI, --------------------M—f—M-- j 6VIITA9r MANHMI£ UGNT ..--�T\ , uM1\ M •L __ I ® WpTEREMEIER (f nm GAWN IN. PI CROW Box ..HT ® cuRB m�cT pit I ® . RAxoxolE iR415fS1PMFA ^�: `tAs__� -_ +- Via,€ 5 ',�;w\�. ',ml \ \� - i°'i "• :a, fix'' �3 - "-- 8'a_y /:�' se - I OR ..MEuFrtx wx E � a - `(' �` I � ("ot Mn s� � � 9 14 J a � � 8 IyL 'sa �$� Ip�k IE e�°i •oe"_ N/ _ gm� _I i _ I �$ ' '`- 'I ; a I �� • } i o, � e I � 1� ® TEia11oNE MnxHME i 3 a- y $ 98 _��.® ��'•!______-}s a. � - - 'e ' __'- _ " _ - _x3 _=-• __-- _-4__y �•"r � ____11'w x�__ _ __� s i} -_ ___ � ^t:� _ = s_�..1? _ ® clrnr OUT ?, 7- A --a __ __ru -��T__- �jt�� __--_'--�T "ta - — _ — _ --_ ® �>aza_— _$P___y_ _— �-��''- 4 _ ® uR corvomaxEx —.__ x' ♦ a. 'm A a_. R, WOODBRIAR LANE (•^a§ _ ___-_ _ !,'n$ % o srAxo PIPE b I e g __ L a z � - E " __ r I r', �.> :� ��_—_` I''°i z>,, nd a,ym$.fiffio . r g. �� K },mx' xa N9gs; N i s a I I w N 1 k' b B �,e >, i '' G L . ' y az - ', 1. COsm AVT1ER PROPFPROTECT AND NOT ;�^' ~ ~' } ouRlNc coxsmucnai CORNERMONUMENTS z. C NTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH of EXISTING UTUTES PRIOR To CMMENCING ANY CONSTRUCTION, CONTACT ENOGNEFR IF VARIATON EXISTS. WATER. TELEPHONE, SEE CES CAREE ELETH CTRIC AND GAS I p STORM_MERD AER SHA DO YCON RELOCATED OROPOSEO III I STORM REN92 SHALL RELOCATED Ore X I I I III I I I I I I TO COORDINATE µ17H THE LOCAL U RUTY PRONDEPS, I I -mn e...Iapu 1 I -------------- t--------------j-------------r-----------ili -------------I-------------t--------------1-------------I-------------t------------I I II II s a �. I I I i y 6 li I o - & _ '�___p __a-i'hn. _ dr -L_'$'_.'� i sauu�:.'. %--------------- LL __y'- na (Ouwu aF Au msmw wmRNoum unmss —� - v __ a: s m, °`^ A ____ P ' .1 - swx(a ma nw raE uvn urrx .� maro s __- _ - _ ___ ______ ExoFn¢ Ilm�f wr I,w Ixlxm mww 8-- _ ._' _ %%°'o I L'' 49 3' % % $ � '` % ; �a q '-______^ "-_�'a — ,n ,^>'A Ya.n ". mw VAT u. r`' a BE tj.w -- $ a I�' +a'm' o 'm a ERPT.c C.00Rmoo ES PR unv XiR.,O '2 CHAMBRAY DRIVE I" _ #ro . �> _ wit ,E g, 1 , 8 �y y` AeovE wruxo Etaw¢ a Fm xxlw NO rsoaE amuxo — ms' P •� _ _ 1 sa__ _ __ :`" m. 8 wxmXc OWES. n¢cucT,>RE WED So -i �x's,> OR TiO. umD. mw'°4 �c 1. v Fksm xB +—e�o„o—�sezDssaa �" •. M If'�"-"W-i-_H^' 3s. .. a -.IOi E y{ xail� ws Ili I�Su i ___!a- �"'�a_m ,�` .%._ .�97O p1} � _ _�'•�'s°. su o I xbgg x .. •• � 'i� _ I HORI. E � CITY OF CARMEL (ENGINEER DAZE )RAYM: PED A' EXISTING TOPOGRAPHY WESTFIELD BLVD. 'ERCH n AWfL mux C EV - ,B ME WGUEAL D. DATA 310NN ON THIB SURVEY IS BASED UPON A PoSnONA- W Wndl TBP BY NW BONNET B0.T OF A EIRE HY RPNi / .. ME E SIDE OF UNCDN STREET APPRO% ' i / i i ' y ;' RESTORED WER STORM SEWER — --' SEWER Iw' SWUM BE GBTH SIREET. ! / +�/� �/' / /4� IS CONSTRUCTED '-- _- BUT GAME W SW BW OTIC IBARE +"- WPNEP 98N STREET MIB MESIFlEN BWIEVAdq�// iR% rr'n'°rb ry AY.IDiL3 CUT '%" OR S BPYNET BUILT FIRE HYWRANT, 'S' MCID COINED BEN BRRET ARMPFE cup TO BE REMOWD lif,l�q \ 4 SAM ISING ` 'i�i�„MJF `��\�� /��%, •'q �\ .\ _ ., r �lE� i i / l •'+e -____._______.___ : EXISTING REMOVED -_______- 14 ------- _-1 - ---- iA EXISTING TO BE RE REPLACED (TW) 3 I ,1, SAWCYIT E%STNGr PAVEMENT, CURB 1 x:A 1 EXISTING CURB T( BE LAED ( AND UC F REPLACED (TVP) T In W 1 _ e Lp Mc r%upLl W GROSS, ME CWMAGLOM SHALL. RFMOW AND DEPOSE OFF SIE, NL ITEMS NOTED TO BE DEMOURED, UNLESS NOTED M REMAIN ON THE CONTRACT DRAWINGS I % ME O]NIRACTIXt MALL PROTECT AND NOT DESTROY PROPERTY COMM MONUMENTS WRING Cgi51RUCnQV. / SCALE 1'=90' U /SUMMARY III / LL j r____ _-------- THUS SECTION REQUIRES R]/OVAL AND DISPOSAL OFF SITE, OF ME FOLLOWxG: EXISTING LEGEND / L ASPHALT PAVEMENT, 4 SIGN (� I 2 DRIVcWAYS UNDERGROUND CONDUITS, SIGNS, iFNCES, CURBS. TREES ETC. i Y j 1 1;;4.1 �Q, SVPdl1IIAl5 NAE .S SUBMIT ME FE LO'MNC IN ACCORDANCE WiM CIXnnONS OF CONTRACT. m NNLB% Mx REE 1. A PRWMEll SCHEMUS OF W6NTONS COORDINATOR FOR SHUTOFF, CAPPING. AND CCNnNUATIW OF UTUTY `F .N I r- y SFRNC6 AS DEDUCED it PGWER POI£ PROMDE A DETAILED SEQUENCE AND SQUIRMS CF CENSUSES AXIS UMOVPL SPR TO BE COMPLETED. ME SiNITORY MWHOIE A. SALVAGED MgTERIAIS ITEMS OF SALVAC£VALUEBIE VALUE l0 CONTRACTOR MAY BE REMOVED SCRE AS WORN PROGRESSES TRANSPORT BALVACEL ITEMS MGM ME STE AS THEY PRE REMOVED. V UGHT POLE +eb 1. STORAGE OR GAUT BE IGMpVW ITEMS WILL NOT BE PERMITTED W SEE. WARR MEIFP RI I� It i TL / M EXPIOSWS: USE OF ANY TYPE OF ENPLOSWO BIL -NOT BE PERMITTED. dVBH A WA,EG VALVE 'M H G BARIC: CONWCT DEMIXIRPY WBRATIORE AND WUGVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH AM. e' RWpS, STREETS U( "TIB l WAS AUG MRADJACENT OCCUPIED AND USED FACILITIES. . 0 Up y I. OG NOT CLOSE OR OSSMCCT ROADS STREETS, GJuS OR OTHER OCCUPIED OR URD FACIUTEB MOUND I— GM VnRE PFENIIS4W FROM MC LOCAL AUMdRMFS HANNG NWEDICIIAU PRONDE ALlEP11AlE RWTES MGUND ClC6EG OR OBSTRUCTED RPfi1C WAYS, IF REWIRED RT GOVERNING AUTHORITIES. f( SNMP ALTERNATE $1 , D. PROTECTONS ENSURE SAFE PASSAGE Of PERSONS AROUND AREAS OF DEMWITW® . CONDUCT OPERATIONS TO INET y'FDEMODDON AREA_ PRESENT DAMAGE TO POJACMT BUILDINGS, SIRUCTI AND OTHER FACILITES AND INJURY TO PERSONS g EEECRIC CROSS BO% IL �r RA SAWCUT E%ISPNG E DAMAGE4 PRGMPRT REPAIR .WY DAMAGES CAUSED TO MdA6NT EXEMBES By DEMWTW OPERADONS Ppn W'AIJ( F. URUNY GRACES MAINTAIN EXURBS UTILIRES TO STAY IN MRNW AND PROTECT AGNMST DAMAGE WRING pEMTOPERATORS. DIECRMVE EM, CAP AND REMOUTNTY SEANCES PFA UDCAL REWWEMENTS. DO NOT TMD MGM WW _ START DEMOLITION WON% UNTIL VTNTY DISCONNECTOHS HAYS BEEN COMPLLIED TO ME SATISFACTION OF LOCAL SO CURB Iu1£i EXISTING CURB TO UT�.ES 0 DR .dr NANXOLE % BE REMOVED AND OEMOIllIDM ® TRAFFlc IIANoxGLE f REPLACED (WP)A FLUNG RODS cwpUETELY i1LL SLOW -GRADE AREAS AND VOOB REGM-TNG FROM CONSULTOR WM COMPACTED GRANULAR BAOGNIL A TRWSEORMER 1 DISPOSAL OF DEM.' Ivan BARTO Ic W ELECOME REM BOX N LU' A. GENERAL REMOVE SEDGY FROM STE ACWMUUTED DEBRIS BUSER! AND MER MATERIALS RESULTING FROM 0 TERMONE ...LF OFIAIXITON pPEAATONB. ® 1. BUT B. REBWAL TRANSPORT MATERIALS MMOMD FROM GROUPER OPERATIONS AND LEGALLY DISPOSE OF OEF-OTE. ® uR CGxDITOxER h )� $A EJOSTING TREES TO OVEMOWD. 0 PUB, Fy ;T NEW TREES TO BE PLANTIFD AFTER I t STORM SEWER IS CONSTRUCTED ; >I I q D MM]�.�TON LEGEND yo a' Ile vl 1 -T LT Ar EXISTING WASPHALT MOD SIGNS TO BE REMOVED 0.NfJc_ ` — --- Q EXISTING CONCRETE PAVEMENT r RESTORED AFTER STORM L =-- Ofl DmvE M BE E.G. 'SFMTR IS CONSTRUCTED -1 _—_ - —_ ___�e s rrmg'P” °'' %1QTTREII DRIVE °° b ..-T TO BE PwDYrD paEcr TO BE PRorecTm • ' 1 le I I —___—I v_ y, i I ummu ......... E Wnx sG ITEMS TO BE PEu0YE0 i E ---X > I IS CONSTRUCTED. — 5? I 1� AREA PAVEMENT &�Ie +"- R I I Rw ry � TO DE MCID cup TO BE REMOWD SAM ISING REPLACED (TW) 3 I ,1, SAWCYIT E%STNGr PAVEMENT, CURB 1 x:A 1 EXISTING CURB T( BE LAED ( AND UC F REPLACED (TVP) T In W 1 _ e Lp Mc r%upLl W GROSS, ME CWMAGLOM SHALL. RFMOW AND DEPOSE OFF SIE, NL ITEMS NOTED TO BE DEMOURED, UNLESS NOTED M REMAIN ON THE CONTRACT DRAWINGS I % ME O]NIRACTIXt MALL PROTECT AND NOT DESTROY PROPERTY COMM MONUMENTS WRING Cgi51RUCnQV. / SCALE 1'=90' U /SUMMARY III / LL j r____ _-------- THUS SECTION REQUIRES R]/OVAL AND DISPOSAL OFF SITE, OF ME FOLLOWxG: EXISTING LEGEND / L ASPHALT PAVEMENT, 4 SIGN (� I 2 DRIVcWAYS UNDERGROUND CONDUITS, SIGNS, iFNCES, CURBS. TREES ETC. i Y j 1 1;;4.1 �Q, SVPdl1IIAl5 NAE .S SUBMIT ME FE LO'MNC IN ACCORDANCE WiM CIXnnONS OF CONTRACT. m NNLB% Mx REE 1. A PRWMEll SCHEMUS OF W6NTONS COORDINATOR FOR SHUTOFF, CAPPING. AND CCNnNUATIW OF UTUTY `F .N I r- y SFRNC6 AS DEDUCED it PGWER POI£ PROMDE A DETAILED SEQUENCE AND SQUIRMS CF CENSUSES AXIS UMOVPL SPR TO BE COMPLETED. ME SiNITORY MWHOIE A. SALVAGED MgTERIAIS ITEMS OF SALVAC£VALUEBIE VALUE l0 CONTRACTOR MAY BE REMOVED SCRE AS WORN PROGRESSES TRANSPORT BALVACEL ITEMS MGM ME STE AS THEY PRE REMOVED. V UGHT POLE +eb 1. STORAGE OR GAUT BE IGMpVW ITEMS WILL NOT BE PERMITTED W SEE. WARR MEIFP RI I� It i TL / M EXPIOSWS: USE OF ANY TYPE OF ENPLOSWO BIL -NOT BE PERMITTED. dVBH A WA,EG VALVE 'M H G BARIC: CONWCT DEMIXIRPY WBRATIORE AND WUGVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH AM. e' RWpS, STREETS U( "TIB l WAS AUG MRADJACENT OCCUPIED AND USED FACILITIES. . 0 Up y I. OG NOT CLOSE OR OSSMCCT ROADS STREETS, GJuS OR OTHER OCCUPIED OR URD FACIUTEB MOUND I— GM VnRE PFENIIS4W FROM MC LOCAL AUMdRMFS HANNG NWEDICIIAU PRONDE ALlEP11AlE RWTES MGUND ClC6EG OR OBSTRUCTED RPfi1C WAYS, IF REWIRED RT GOVERNING AUTHORITIES. f( SNMP ALTERNATE $1 , D. PROTECTONS ENSURE SAFE PASSAGE Of PERSONS AROUND AREAS OF DEMWITW® . CONDUCT OPERATIONS TO INET y'FDEMODDON AREA_ PRESENT DAMAGE TO POJACMT BUILDINGS, SIRUCTI AND OTHER FACILITES AND INJURY TO PERSONS g EEECRIC CROSS BO% IL �r RA SAWCUT E%ISPNG E DAMAGE4 PRGMPRT REPAIR .WY DAMAGES CAUSED TO MdA6NT EXEMBES By DEMWTW OPERADONS Ppn W'AIJ( F. URUNY GRACES MAINTAIN EXURBS UTILIRES TO STAY IN MRNW AND PROTECT AGNMST DAMAGE WRING pEMTOPERATORS. DIECRMVE EM, CAP AND REMOUTNTY SEANCES PFA UDCAL REWWEMENTS. DO NOT TMD MGM WW _ START DEMOLITION WON% UNTIL VTNTY DISCONNECTOHS HAYS BEEN COMPLLIED TO ME SATISFACTION OF LOCAL SO CURB Iu1£i EXISTING CURB TO UT�.ES 0 DR .dr NANXOLE % BE REMOVED AND OEMOIllIDM ® TRAFFlc IIANoxGLE f REPLACED (WP)A FLUNG RODS cwpUETELY i1LL SLOW -GRADE AREAS AND VOOB REGM-TNG FROM CONSULTOR WM COMPACTED GRANULAR BAOGNIL A TRWSEORMER 1 DISPOSAL OF DEM.' Ivan BARTO Ic W ELECOME REM BOX N LU' A. GENERAL REMOVE SEDGY FROM STE ACWMUUTED DEBRIS BUSER! AND MER MATERIALS RESULTING FROM 0 TERMONE ...LF OFIAIXITON pPEAATONB. ® 1. BUT B. REBWAL TRANSPORT MATERIALS MMOMD FROM GROUPER OPERATIONS AND LEGALLY DISPOSE OF OEF-OTE. ® uR CGxDITOxER h )� $A EJOSTING TREES TO OVEMOWD. 0 PUB, Fy ;T NEW TREES TO BE PLANTIFD AFTER I t STORM SEWER IS CONSTRUCTED ; >I I q D MM]�.�TON LEGEND yo a' Ile vl 1 -T LT Ar EXISTING WASPHALT MOD SIGNS TO BE REMOVED 0.NfJc_ ` — --- Q EXISTING CONCRETE PAVEMENT r RESTORED AFTER STORM L =-- Ofl DmvE M BE E.G. 'SFMTR IS CONSTRUCTED -1 _—_ - —_ ___�e s rrmg'P” °'' %1QTTREII DRIVE °° b ..-T TO BE PwDYrD paEcr TO BE PRorecTm • ' 1 le I I —___—I v_ y, i I ummu ......... E Wnx sG ITEMS TO BE PEu0YE0 i E ---X > I 5? I 1� AREA PAVEMENT &�Ie +"- R I I Rw TO DE MCID RNATE g1 DETION AREA LF OF EXISTNG CONCRETE IB TO BE REMOVED AND —TI w I p I I IU III M CME ANO REPLACE E12' PCS CMP CLILWRUMIRET WITH AB RC S1RUCiURE DATA TABLE 1 �l' SAWMT EX., i?W 79994.999 ,�,,±�� oggtigii Awl;. PAVEMENT &�Ie +"- MRS lu cup TO BE REMOWD SAM ISING ., STAR OF 4DIAW, Nm 1. W, CITY OF CARMEL DEMOLITION PLAN NonFY f MINIMUM S'AEN CRADLE NO 4 1. CONTRACTOR SHALL PROTECT ANO NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2 CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF WSTNG UTUTES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. ME LOCATCNE S All WSTNG UNDERGROUND UTILITIES 910'M1N ON .'IM 0.9E BASED MEN MORE GROUND eels. wlr Md mmke BXbb 1XII the OUO.hd bV N 8m is i in I yy t E DEMWITON NOTES: WIRTINP. DEMO MEN GENERAL DIE 0.WTRACTOR SHALL REMOVE AND WSPOW OFF BITE. PLL ITEMS NOTED M BE OEMOUSHED. UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWNGS. RIE CONTRACTOR Glfi 1 PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS WRING OOHSTRUCTCN. $ SUMMARY TTI$ SECTCN REWIRES REMOVAL AND DISPOSAL OFF DOE, OF THE FW -MNG: 1. ASPHALT PAVEMENT. 2 MWItAM. UNDERGROUND CONDUITS. SIGNS. FORCES. CURBS, T2EES ETC. 5 SVBWIIAIS _5 SUBMIT TIE FWLOWNG IN ACttttGANCE HIM CONDITERS OF CONTRACT. 1. A PROPOSSD SCHEDULE OF WERATONS COORDWATON FOR SHUTXT. CAPPING AND EONRNDATCN CF UTUTY SEANCES AS REWIRED. £ 2 PROVIDE A DETAILED SEQUENCE AND SOMDDU BE DENWTON AND REMOVAL MEN TO BE CONPLETEO. OB CONDITIONS 9 A. SALNAC£DMATERALS ITEMS GF SKVAGMM MUTE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WEE PROGRESSES TRANSPORT SALVAGED ITEMS FROM ME SITE AS TREY ARE REDUVID. py 1. STORAGE OR SAE OF REMOVED ITERS WLL NOT BE PERMITTED ON STE. B. ERPLOSVM USE W ANY TYPE OF EXPLDSVES WLL NOT BE PERMITTED. a C. TRAFFIC MM. V OEAWTW OTHER ADJACENT NT REMOVPL OF CUSED TO ENSURE MINIMUM IHIERFERENCE NAM ROADS, STREETS WAIHS AND OTTER PDJAC£NT CLOIPIED M'0 USED FAODTES. 1. DO NOT Of6E OR OBSTRUCT ROADS MUM, WAUKS OR OTHER OCCUPIED OR USED FACILITES WTHWT PERMISSION MGM ME LEGA AUMORTES HAVING MRISOCTON. PROVIDE ALTERNATE ROUTES AROUND CLDSED £ OR DESTRUCTED TRAFFIC WAYS. IF REQUIRED BY GOVERNING AUMORI EES D. INTECTONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS BE DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT WIWNGS, SM 11 M, AND OTHER FAWDES ARO INJURY TO PERSONS E. OAMAOS: PEQN—REPAIR ANY OAMAGES CAUSED YO ADJACENT FACRf U BY OEMWTW MEGATONS. F. UTUTY SERNC6 MAINTAIN EVSTNG UMMES TO STAY IN SPARGE AND PRDTECT AGAINST DAMAGE WRING CPIWTGN OPERATOYS OGC UcT. GAP MU REMOVE UA 'RUTY SERVICES PER LOCREQUIREMENTS. DO NET START DEMWTCN NV RR UNTIL UOITY DIGCORNECTONS HAVE BEEN COMPLETED TO ME SARSFAMON W LOCAL q URUTES. F'g PEM44lRtl4 A RWNG VOIDS; COMPIETELT RU BELOW -GRADE AREAS AND MUS RESULTING FROM DEMWTON AM COMPACTED GRANUUR BACY.LL pcP GMDUSXEU MAIEA AIC A (➢NERAL REMOVE W}EW Y FROM STS ACCUMBUTED DEBRIS. RUBBISH AND OTHER MATEP L REGULRNG MUM OENWTDN OPERATIONS. B. REMOVAL TRANSPORT MATUALC REMOVED FROM DEMOUTON OPERATONS AND UUALLY DEPOSE OF CFF -BIT_ alb ryAar`Aiµ13'an�,,. B A"s`�ti,er' ' ',,I M %s� __ — 14 I) 9d •� �A� `r�\�% ] y, tf�$ _ SEI I :a %w`' '�''� '��c gp SiIS Eli AD IL AD o Ain Ski— % F— 3pl b'Tyg SAWCUT MISTING -SAWCUT E%JSTING RR`y PAVEMENT gSAWCUI E%ISTNG PAVEMENT a 2 C 3�'N. 3$03 ' B g PAVEMENT - is S§ Ya REMOVE &aREPLAW T2' CMP - 12' REP (S SHEETC URE DATA TABLE I x 1 - I SrtixFInFR TG FTN THE YEATG tL LOGATGN DATA SNONH ON THIS SUMEY IS BASED UPON A POGNONAL SOWTW SEN. MWC1CfIK POSTURING STEM (GPS) WSEBVATCNB IN.. BY NATWAL GEIVR RUENE' U NG lNp9 OxLINE POS110NIN. UGER STRANGE (OPUS) OER$dTYAGE. UNIEBG WSE NOiD. ESE ATOMS SHOXH HFAEON ARE BASED UPON SAO WUS SGAMM ANE ARE ON TIE 19BB NORM AMERICAN WERCK DAMM (HAWED). TCP CF NW SONGET q 1` DE A MEE HYDRANT KONG ME E SME OF UNCO N STREET APPRO% I SWM OF SBM STiFE1. ABI TR. 1 GUT SWARE COI SW BE GDS IP BASE ON SXG' .MER SBR, SUSEI AND WT3IFIELO BOULEVARD. AS BM_1 DEV n WT '%' ON 5 BONHEi BOLI DRE ..nmf, CORIER 561E STREET AND MARIE GAVE. FOE IE w scKE: r -w' EXISTING ND E "bry T" SIGN ®INr NYUN MVI80% y TREE � PowER POLE PINE -R ® SIN MY MANMM II LIGNT POLE METER $ LIVE W ® BUSH F wATETe vaLVE ® DO F GUY WIRE Q o \°{N, SIDMP e INLET Q F-EMEG EN. EW% PGs N s ¢ YARD UGHT w 3R ® CURB H. �0 ® DRAINAGE MANHOLE TPAFFE HWOHOLE A' ® TRANSFORMER © OT 11 METER BON TEISMONE MAMNOII 1 ® GLEAN OGT 1 -REMOVE AND & AN GONGmONER RESTORE FARM FENCE AFTER STORM O STAND PIPE "SEWER IS 'CONSTRUCTED DEMOUMON Lump EWAYNG ASPHALT PAVEMENT 1 $AWWT OR WALK ITT BE REMOVED E%ISTNG RRIXSS��TV PAVEMENT WSTNG CONCRETE PAVEMENT N , = OR DRIVE TO BE REMOKO M 0 OBJECT TO BE REMOVED it O r OBJECT TO BE PROIECIED $AWCUT a ` ERSTNG 4 BBBBO.RENBE E%ISDNC I1W5 TO BE REMOVED PAVEMENT 1♦iIII, PAVEMENT TO BE SAWwT 1. C 1. DM7MQy THE SHALL PROMECTMA AND NOT DESTROY TIE PROPERLY CORNER MONUMENTS OARING CCNBIRUCTON Z COYIRACICR TO 4FRIFY LOCATOR. SIZE AND DEPTH OF EXSTNG UTUTES PRIOR TO CDMMENCING PNT CCNSIRUCTCN. CONTACT MONETT IF VARIATCN E%ISTS. S 1. 1. WATER.TELEPHONE, CABLE. ELECTRIC AND GAS AS 3 SEANCES ER SHAINC INTI THE PROPOSTO GOMEM D AER SHALL BE CONTRACTOR OR ry'4 'Fol MXORiIN AS NEEDED. COALUTIJT SHALL 4 CWNIGERSE WlH ME LOCAL OTU1Y PR SARI S. 2 ALL SANITARY LATERAL LOCATORS AND ELEVATIONS AT CROSSINGS ME APPROXIMATE. CONTRACTOR SHALL REM NERWY LOCATION �e AND INERT EUVATONS OF AU BMITARY LATERALS PRIOR TO COMMENCING s �* CONSTRUCTION. CONTRACTOR SHALL NOT" ENGINEER ABOUT HIS ENDINGS. IF le MINIMUM SEPARATION OF LATERA AND STORM SEWER c CAN NOT 0E ACHIEVED. A CONCRETE CRMLE OR RNGNG/LONERINC MAY BE REQUIRED. CMMACTW SHALL COORDINATE N WORX WITH CI -AY TOWNSHIP REGIONAL WASTE W5TRICT S AND CITY OF CARMEL SAWWT IXISUNG PAV£MEN'. GBll➢ON'I - ME LOCARONS OF ALL EGSTNG UNDERGROUND UTllM .(r MOM ON THIS PION ARE BASED UPON ABOVE GROUND EVIDENT£ ( NUudis, Wt not United tq manhde% Nklg NGIPPA and Wft mote us. Ne o—rd W CITY OF CARMEL DEMOLITION PLAN 1-800-382-5544 -`-TOO` FREE - INDIANA UNDERGROUND - 3jW.Btr R N e w! I 5 F„ = WIZ 8? a SAWCUT ERI$ d. I Nc PAVEMENT q0 p$pm g Se U: ON p - O i g I N ig zyN; 11 t E DEMWITON NOTES: WIRTINP. DEMO MEN GENERAL DIE 0.WTRACTOR SHALL REMOVE AND WSPOW OFF BITE. PLL ITEMS NOTED M BE OEMOUSHED. UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWNGS. RIE CONTRACTOR Glfi 1 PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS WRING OOHSTRUCTCN. $ SUMMARY TTI$ SECTCN REWIRES REMOVAL AND DISPOSAL OFF DOE, OF THE FW -MNG: 1. ASPHALT PAVEMENT. 2 MWItAM. UNDERGROUND CONDUITS. SIGNS. FORCES. CURBS, T2EES ETC. 5 SVBWIIAIS _5 SUBMIT TIE FWLOWNG IN ACttttGANCE HIM CONDITERS OF CONTRACT. 1. A PROPOSSD SCHEDULE OF WERATONS COORDWATON FOR SHUTXT. CAPPING AND EONRNDATCN CF UTUTY SEANCES AS REWIRED. £ 2 PROVIDE A DETAILED SEQUENCE AND SOMDDU BE DENWTON AND REMOVAL MEN TO BE CONPLETEO. OB CONDITIONS 9 A. SALNAC£DMATERALS ITEMS GF SKVAGMM MUTE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WEE PROGRESSES TRANSPORT SALVAGED ITEMS FROM ME SITE AS TREY ARE REDUVID. py 1. STORAGE OR SAE OF REMOVED ITERS WLL NOT BE PERMITTED ON STE. B. ERPLOSVM USE W ANY TYPE OF EXPLDSVES WLL NOT BE PERMITTED. a C. TRAFFIC MM. V OEAWTW OTHER ADJACENT NT REMOVPL OF CUSED TO ENSURE MINIMUM IHIERFERENCE NAM ROADS, STREETS WAIHS AND OTTER PDJAC£NT CLOIPIED M'0 USED FAODTES. 1. DO NOT Of6E OR OBSTRUCT ROADS MUM, WAUKS OR OTHER OCCUPIED OR USED FACILITES WTHWT PERMISSION MGM ME LEGA AUMORTES HAVING MRISOCTON. PROVIDE ALTERNATE ROUTES AROUND CLDSED £ OR DESTRUCTED TRAFFIC WAYS. IF REQUIRED BY GOVERNING AUMORI EES D. INTECTONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS BE DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT WIWNGS, SM 11 M, AND OTHER FAWDES ARO INJURY TO PERSONS E. OAMAOS: PEQN—REPAIR ANY OAMAGES CAUSED YO ADJACENT FACRf U BY OEMWTW MEGATONS. F. UTUTY SERNC6 MAINTAIN EVSTNG UMMES TO STAY IN SPARGE AND PRDTECT AGAINST DAMAGE WRING CPIWTGN OPERATOYS OGC UcT. GAP MU REMOVE UA 'RUTY SERVICES PER LOCREQUIREMENTS. DO NET START DEMWTCN NV RR UNTIL UOITY DIGCORNECTONS HAVE BEEN COMPLETED TO ME SARSFAMON W LOCAL q URUTES. F'g PEM44lRtl4 A RWNG VOIDS; COMPIETELT RU BELOW -GRADE AREAS AND MUS RESULTING FROM DEMWTON AM COMPACTED GRANUUR BACY.LL pcP GMDUSXEU MAIEA AIC A (➢NERAL REMOVE W}EW Y FROM STS ACCUMBUTED DEBRIS. RUBBISH AND OTHER MATEP L REGULRNG MUM OENWTDN OPERATIONS. B. REMOVAL TRANSPORT MATUALC REMOVED FROM DEMOUTON OPERATONS AND UUALLY DEPOSE OF CFF -BIT_ alb ryAar`Aiµ13'an�,,. B A"s`�ti,er' ' ',,I M %s� __ — 14 I) 9d •� �A� `r�\�% ] y, tf�$ _ SEI I :a %w`' '�''� '��c gp SiIS Eli AD IL AD o Ain Ski— % F— 3pl b'Tyg SAWCUT MISTING -SAWCUT E%JSTING RR`y PAVEMENT gSAWCUI E%ISTNG PAVEMENT a 2 C 3�'N. 3$03 ' B g PAVEMENT - is S§ Ya REMOVE &aREPLAW T2' CMP - 12' REP (S SHEETC URE DATA TABLE I x 1 - I SrtixFInFR TG FTN THE YEATG tL LOGATGN DATA SNONH ON THIS SUMEY IS BASED UPON A POGNONAL SOWTW SEN. MWC1CfIK POSTURING STEM (GPS) WSEBVATCNB IN.. BY NATWAL GEIVR RUENE' U NG lNp9 OxLINE POS110NIN. UGER STRANGE (OPUS) OER$dTYAGE. UNIEBG WSE NOiD. ESE ATOMS SHOXH HFAEON ARE BASED UPON SAO WUS SGAMM ANE ARE ON TIE 19BB NORM AMERICAN WERCK DAMM (HAWED). TCP CF NW SONGET q 1` DE A MEE HYDRANT KONG ME E SME OF UNCO N STREET APPRO% I SWM OF SBM STiFE1. ABI TR. 1 GUT SWARE COI SW BE GDS IP BASE ON SXG' .MER SBR, SUSEI AND WT3IFIELO BOULEVARD. AS BM_1 DEV n WT '%' ON 5 BONHEi BOLI DRE ..nmf, CORIER 561E STREET AND MARIE GAVE. FOE IE w scKE: r -w' EXISTING ND E "bry T" SIGN ®INr NYUN MVI80% y TREE � PowER POLE PINE -R ® SIN MY MANMM II LIGNT POLE METER $ LIVE W ® BUSH F wATETe vaLVE ® DO F GUY WIRE Q o \°{N, SIDMP e INLET Q F-EMEG EN. EW% PGs N s ¢ YARD UGHT w 3R ® CURB H. �0 ® DRAINAGE MANHOLE TPAFFE HWOHOLE A' ® TRANSFORMER © OT 11 METER BON TEISMONE MAMNOII 1 ® GLEAN OGT 1 -REMOVE AND & AN GONGmONER RESTORE FARM FENCE AFTER STORM O STAND PIPE "SEWER IS 'CONSTRUCTED DEMOUMON Lump EWAYNG ASPHALT PAVEMENT 1 $AWWT OR WALK ITT BE REMOVED E%ISTNG RRIXSS��TV PAVEMENT WSTNG CONCRETE PAVEMENT N , = OR DRIVE TO BE REMOKO M 0 OBJECT TO BE REMOVED it O r OBJECT TO BE PROIECIED $AWCUT a ` ERSTNG 4 BBBBO.RENBE E%ISDNC I1W5 TO BE REMOVED PAVEMENT 1♦iIII, PAVEMENT TO BE SAWwT 1. C 1. DM7MQy THE SHALL PROMECTMA AND NOT DESTROY TIE PROPERLY CORNER MONUMENTS OARING CCNBIRUCTON Z COYIRACICR TO 4FRIFY LOCATOR. SIZE AND DEPTH OF EXSTNG UTUTES PRIOR TO CDMMENCING PNT CCNSIRUCTCN. CONTACT MONETT IF VARIATCN E%ISTS. S 1. 1. WATER.TELEPHONE, CABLE. ELECTRIC AND GAS AS 3 SEANCES ER SHAINC INTI THE PROPOSTO GOMEM D AER SHALL BE CONTRACTOR OR ry'4 'Fol MXORiIN AS NEEDED. COALUTIJT SHALL 4 CWNIGERSE WlH ME LOCAL OTU1Y PR SARI S. 2 ALL SANITARY LATERAL LOCATORS AND ELEVATIONS AT CROSSINGS ME APPROXIMATE. CONTRACTOR SHALL REM NERWY LOCATION �e AND INERT EUVATONS OF AU BMITARY LATERALS PRIOR TO COMMENCING s �* CONSTRUCTION. CONTRACTOR SHALL NOT" ENGINEER ABOUT HIS ENDINGS. IF le MINIMUM SEPARATION OF LATERA AND STORM SEWER c CAN NOT 0E ACHIEVED. A CONCRETE CRMLE OR RNGNG/LONERINC MAY BE REQUIRED. CMMACTW SHALL COORDINATE N WORX WITH CI -AY TOWNSHIP REGIONAL WASTE W5TRICT S AND CITY OF CARMEL SAWWT IXISUNG PAV£MEN'. GBll➢ON'I - ME LOCARONS OF ALL EGSTNG UNDERGROUND UTllM .(r MOM ON THIS PION ARE BASED UPON ABOVE GROUND EVIDENT£ ( NUudis, Wt not United tq manhde% Nklg NGIPPA and Wft mote us. Ne o—rd W CITY OF CARMEL DEMOLITION PLAN 1-800-382-5544 -`-TOO` FREE - INDIANA UNDERGROUND - 3jW.Btr F„ = 8? a SAWCUT ERI$ d. I PAVEMENT q0 p$pm ABI t E DEMWITON NOTES: WIRTINP. DEMO MEN GENERAL DIE 0.WTRACTOR SHALL REMOVE AND WSPOW OFF BITE. PLL ITEMS NOTED M BE OEMOUSHED. UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWNGS. RIE CONTRACTOR Glfi 1 PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS WRING OOHSTRUCTCN. $ SUMMARY TTI$ SECTCN REWIRES REMOVAL AND DISPOSAL OFF DOE, OF THE FW -MNG: 1. ASPHALT PAVEMENT. 2 MWItAM. UNDERGROUND CONDUITS. SIGNS. FORCES. CURBS, T2EES ETC. 5 SVBWIIAIS _5 SUBMIT TIE FWLOWNG IN ACttttGANCE HIM CONDITERS OF CONTRACT. 1. A PROPOSSD SCHEDULE OF WERATONS COORDWATON FOR SHUTXT. CAPPING AND EONRNDATCN CF UTUTY SEANCES AS REWIRED. £ 2 PROVIDE A DETAILED SEQUENCE AND SOMDDU BE DENWTON AND REMOVAL MEN TO BE CONPLETEO. OB CONDITIONS 9 A. SALNAC£DMATERALS ITEMS GF SKVAGMM MUTE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WEE PROGRESSES TRANSPORT SALVAGED ITEMS FROM ME SITE AS TREY ARE REDUVID. py 1. STORAGE OR SAE OF REMOVED ITERS WLL NOT BE PERMITTED ON STE. B. ERPLOSVM USE W ANY TYPE OF EXPLDSVES WLL NOT BE PERMITTED. a C. TRAFFIC MM. V OEAWTW OTHER ADJACENT NT REMOVPL OF CUSED TO ENSURE MINIMUM IHIERFERENCE NAM ROADS, STREETS WAIHS AND OTTER PDJAC£NT CLOIPIED M'0 USED FAODTES. 1. DO NOT Of6E OR OBSTRUCT ROADS MUM, WAUKS OR OTHER OCCUPIED OR USED FACILITES WTHWT PERMISSION MGM ME LEGA AUMORTES HAVING MRISOCTON. PROVIDE ALTERNATE ROUTES AROUND CLDSED £ OR DESTRUCTED TRAFFIC WAYS. IF REQUIRED BY GOVERNING AUMORI EES D. INTECTONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS BE DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT WIWNGS, SM 11 M, AND OTHER FAWDES ARO INJURY TO PERSONS E. OAMAOS: PEQN—REPAIR ANY OAMAGES CAUSED YO ADJACENT FACRf U BY OEMWTW MEGATONS. F. UTUTY SERNC6 MAINTAIN EVSTNG UMMES TO STAY IN SPARGE AND PRDTECT AGAINST DAMAGE WRING CPIWTGN OPERATOYS OGC UcT. GAP MU REMOVE UA 'RUTY SERVICES PER LOCREQUIREMENTS. DO NET START DEMWTCN NV RR UNTIL UOITY DIGCORNECTONS HAVE BEEN COMPLETED TO ME SARSFAMON W LOCAL q URUTES. F'g PEM44lRtl4 A RWNG VOIDS; COMPIETELT RU BELOW -GRADE AREAS AND MUS RESULTING FROM DEMWTON AM COMPACTED GRANUUR BACY.LL pcP GMDUSXEU MAIEA AIC A (➢NERAL REMOVE W}EW Y FROM STS ACCUMBUTED DEBRIS. RUBBISH AND OTHER MATEP L REGULRNG MUM OENWTDN OPERATIONS. B. REMOVAL TRANSPORT MATUALC REMOVED FROM DEMOUTON OPERATONS AND UUALLY DEPOSE OF CFF -BIT_ alb ryAar`Aiµ13'an�,,. B A"s`�ti,er' ' ',,I M %s� __ — 14 I) 9d •� �A� `r�\�% ] y, tf�$ _ SEI I :a %w`' '�''� '��c gp SiIS Eli AD IL AD o Ain Ski— % F— 3pl b'Tyg SAWCUT MISTING -SAWCUT E%JSTING RR`y PAVEMENT gSAWCUI E%ISTNG PAVEMENT a 2 C 3�'N. 3$03 ' B g PAVEMENT - is S§ Ya REMOVE &aREPLAW T2' CMP - 12' REP (S SHEETC URE DATA TABLE I x 1 - I SrtixFInFR TG FTN THE YEATG tL LOGATGN DATA SNONH ON THIS SUMEY IS BASED UPON A POGNONAL SOWTW SEN. MWC1CfIK POSTURING STEM (GPS) WSEBVATCNB IN.. BY NATWAL GEIVR RUENE' U NG lNp9 OxLINE POS110NIN. UGER STRANGE (OPUS) OER$dTYAGE. UNIEBG WSE NOiD. ESE ATOMS SHOXH HFAEON ARE BASED UPON SAO WUS SGAMM ANE ARE ON TIE 19BB NORM AMERICAN WERCK DAMM (HAWED). TCP CF NW SONGET q 1` DE A MEE HYDRANT KONG ME E SME OF UNCO N STREET APPRO% I SWM OF SBM STiFE1. ABI TR. 1 GUT SWARE COI SW BE GDS IP BASE ON SXG' .MER SBR, SUSEI AND WT3IFIELO BOULEVARD. AS BM_1 DEV n WT '%' ON 5 BONHEi BOLI DRE ..nmf, CORIER 561E STREET AND MARIE GAVE. FOE IE w scKE: r -w' EXISTING ND E "bry T" SIGN ®INr NYUN MVI80% y TREE � PowER POLE PINE -R ® SIN MY MANMM II LIGNT POLE METER $ LIVE W ® BUSH F wATETe vaLVE ® DO F GUY WIRE Q o \°{N, SIDMP e INLET Q F-EMEG EN. EW% PGs N s ¢ YARD UGHT w 3R ® CURB H. �0 ® DRAINAGE MANHOLE TPAFFE HWOHOLE A' ® TRANSFORMER © OT 11 METER BON TEISMONE MAMNOII 1 ® GLEAN OGT 1 -REMOVE AND & AN GONGmONER RESTORE FARM FENCE AFTER STORM O STAND PIPE "SEWER IS 'CONSTRUCTED DEMOUMON Lump EWAYNG ASPHALT PAVEMENT 1 $AWWT OR WALK ITT BE REMOVED E%ISTNG RRIXSS��TV PAVEMENT WSTNG CONCRETE PAVEMENT N , = OR DRIVE TO BE REMOKO M 0 OBJECT TO BE REMOVED it O r OBJECT TO BE PROIECIED $AWCUT a ` ERSTNG 4 BBBBO.RENBE E%ISDNC I1W5 TO BE REMOVED PAVEMENT 1♦iIII, PAVEMENT TO BE SAWwT 1. C 1. DM7MQy THE SHALL PROMECTMA AND NOT DESTROY TIE PROPERLY CORNER MONUMENTS OARING CCNBIRUCTON Z COYIRACICR TO 4FRIFY LOCATOR. SIZE AND DEPTH OF EXSTNG UTUTES PRIOR TO CDMMENCING PNT CCNSIRUCTCN. CONTACT MONETT IF VARIATCN E%ISTS. S 1. 1. WATER.TELEPHONE, CABLE. ELECTRIC AND GAS AS 3 SEANCES ER SHAINC INTI THE PROPOSTO GOMEM D AER SHALL BE CONTRACTOR OR ry'4 'Fol MXORiIN AS NEEDED. COALUTIJT SHALL 4 CWNIGERSE WlH ME LOCAL OTU1Y PR SARI S. 2 ALL SANITARY LATERAL LOCATORS AND ELEVATIONS AT CROSSINGS ME APPROXIMATE. CONTRACTOR SHALL REM NERWY LOCATION �e AND INERT EUVATONS OF AU BMITARY LATERALS PRIOR TO COMMENCING s �* CONSTRUCTION. CONTRACTOR SHALL NOT" ENGINEER ABOUT HIS ENDINGS. IF le MINIMUM SEPARATION OF LATERA AND STORM SEWER c CAN NOT 0E ACHIEVED. A CONCRETE CRMLE OR RNGNG/LONERINC MAY BE REQUIRED. CMMACTW SHALL COORDINATE N WORX WITH CI -AY TOWNSHIP REGIONAL WASTE W5TRICT S AND CITY OF CARMEL SAWWT IXISUNG PAV£MEN'. GBll➢ON'I - ME LOCARONS OF ALL EGSTNG UNDERGROUND UTllM .(r MOM ON THIS PION ARE BASED UPON ABOVE GROUND EVIDENT£ ( NUudis, Wt not United tq manhde% Nklg NGIPPA and Wft mote us. Ne o—rd W CITY OF CARMEL DEMOLITION PLAN 1-800-382-5544 -`-TOO` FREE - INDIANA UNDERGROUND - 0 p ts'pvm,m e, q,t —® F 9 b. \\ N I EXISTING TREES V® _ TO BE REMOVED I 8� NFa L A PROPOSED SCNEGULE OF OPERATIONS COORDINATED FOR SHUMEF. CAPONS. PND CONTINUATION CF HOW, oEMaunaN NOTES' BULONG UBMWTUN £tlEBBL ME CONTNACTOR SHALL REMOVE ANO DISPOSE OFF ATG ALL ITEMS NOTED TO BE BEI.IDUSHED, ONE55 NOTED TO _ REMAIN ON THE CONTRACT MAWNCS. MATCH LINE (SHEET C2.2) ME CDNMACIOR WHI PROTECT AND NOT DESTROY PROPERTY WORDS MONUMENTS SUNNI CONSTRUCTION. • Y _— -x'34 a SUMMARY S '° ` EXISTING TREES TO ME DIS RECTUM REWIRES REMOVAL AND MPMA4 CFF UTE, OF ME FOLLOWING: PROTECTED DURING F CONSTRUCTION T. nsPHALT PARS ENT, EXISTING TREESVES 5' L DRIVEWAYS, UNDERGROUND CWOUNA SIGNS, FENCES, CURBS TREES. ETC. TO BE REMO RIBMIEDDI EO TREESEMOVED �< TO BE R � BER SUBMIT ME FOU -MING IN ACCORDANCE AM CONDITIONS BE CONTRACT. p ts'pvm,m e, q,t —® F 9 b. \\ N I EXISTING TREES V® _ TO BE REMOVED I 8� NFa 1. F. 1. WATER, TELEPHONE GGABUE.WADI ELECTRIC AND CAS STORM H CONNOTING BE TNA PROPOSED SIMM SEWER SHALL BE RETRACTOR OR LOWERED AS NEEDED. CONTRACTOR SMALL COORDINATE WIN ME LOCAL UI PSAFRS 2 Ail LL SANITARY IATOKINGS MEA AND ELEVATCONTRACTOR AT AU -ITE G5 ME LOCATIMAIE. AND INVEST SHALL MS F III LOCATION AND PALS P IOR MCCO OF All SANITARY LATERALS PRIOR i0 TRACTOR SC CONSTENGINEER ABO CCS FINDING SHALL ' TI MINI ENGINEER OF AT FINDINGS. IF TB' MINIMUM CAN NOTCB ')F LATERAL AND CRETE RADU CAN NOT BE ACHIEVED, A CBE REUI CRADLE OR RAUSNNGTRACTS LTHA I DOMINATE MAT BEAU. WI CONTRACTOR SNALL EGIOLALL WDRN WTD CLAY FCARAMTOWNSHIP REGIONAL WAS1E DISTRICT AND tiff OF CARAFE eFNrM NcnauAnrM CWRAGEF M. I III s 1,19 ME WRTCA. LOCATOR DATA SHOWN ON THIS EURWEY IS BARB UPS! A FROBVI NAL SWITCH MPoWER FRCN . POSTTUMNC .7 LYS) WSERVATCNS PRIX£iSED BY MAW C SIIRWM T.G* NNI MER .1- POSnONING USED SINCE (OPUS) SC£DWAM. UNLESS OT .". NOTED, SEVATONS SHOWN HLTEON ARE BASED UPON WAS, OPUS SOI. ANO ARE ON ME BBB FORM ANSICAN WTRTCAL DANK SHAMIR). TOP OF NW TOFFEE WIT OF A THE MDTNRT ALONG ME E SIDE OT UNCON STREET APPRO% ISO mum BE RBST STREET. A51_TBYS GI vv Ae. WT SQUARE ON SW WE CONG LP BASE W SW COMER SCSI STREET AND NEW RSI WC EVARO. AW IRS S WT'Y W SBONNET BOLT ONE FYOflANT NE .ED smB slflFkT AxD MAPLE SMI _-L O• a MY SCALE: 1'-w En F`[FND $ICN y FIRE HYMANT ® MaLlmx TREE POWER PoIE PINE ® I. WWNFEM ❑ DOFF POLE ® WATER METES ® ED. QE WATER VILVE ® UD q GW WIRE STUMP ® IN. W RECN+IC CNO55 DO% PoSF YARD WORT ® CJR6 IN. ® MNNAGE III ® 1RAFTlC IVNOHOE A TRANSFORMER HJ F1£CIWC METER U. ® TFIfPnoNE CAN IE 0 CIEIW DIT ® AS CONUITIUNEN 0 SFMU PIPE -------- ----- I I BF a UP RE 10 BELREMAOMOD EGSRNG CONCRETE PAWMENT ' ,. _ ' I �e�+-= 6 _ - »• '" „: �+ __ a _ _ 4 r e• � OF oeJW TO BE REMDNm oB.EaT TG GE REMOWm EXISTING 24' a p��.M �F�o GN LIN, b 2,m 1 ^ - Y. C @ gas F.il ° ° e r @c '. �� F 5 EXISTING MAI ILBO% TO BE AND REQLACEOMOVED .yam g -PA WQIT�T%ISnNG i+ j r i a i g, ^ U1_°_, a 1 �?` , d �§. �m g + TEMPORARILY REL OCATED h O R v �D+ OBJECT TO BE PRorELIEo mlaMj_-�-11 3,^ail"y IF NECESSARY DURING ua Cg III �E $i } I g^a I.J} 5f D • SAWCIIT E%ISnNG ININESppW EXIBRNG ITEMS N BE REMOVER) ••.=w J . CONSTRUCTION T s - _ _ °t ' 'L I aA y PAVEiENT • g v $ g & e � g B` I ^inili::l� PAWMFNT i0 BE SAWSIT I II iA w 4 IIIA S 24i LF OF EXISTING 12° I 3a Iia 5 I a y$a §a 94 Mi 6y CMP TO BE REMOVED AND i - �y REPLACED WITH 12" RCP } V� L 6 III Y I 5 I Ew I 9 I Va 0 (SEE STRUCTURE DATA TABLE ON SHEET 33.8) I I R III L u 4W!II, F I; PAWEMME FJlISnNG — I.I NT I i I , —---- - uDM=. 1. CONOE HAJJ_ PROTECT AND NOT DESIRE MOTCORNER MONUMENTS e�j1 I4� Yrs, t 1 ouRlnc cnrvswucnGN Z GEPMAOim%ISTNR TO VERIFY LIl1E5APRlS2 TO MON. SIM AND COMM ENC! NG ANY CCNSTRUCTON. CONTACT ENGINEER IF VARIATION EXISTS g i° I m9Tf11 Df LF OF EXISTING 12' CMP TO BE REMOWEp AND REPLACED WITH 12' RCP lyll i'( (SEE STRUCTURE DATA BIP s TAON SHEET C3.R) CAUMON11 ME LOCATORUN S OF ALL EASING UNDERGROUND UnunkS SHOWN RR HIS PME BASET UPM ABOVEGROUND EWORGE a ) € s 11111 , M l MMInto H not e u IF Ccn UIB 9r—d by W 1,1-099 g BNm ) AND ARE SPECULATIVE IN NATURE MESE MAY A e • II :W35 3 ALSO BE')MER USING UNDERGROUND NWTIES FDR 1... I 1 9� I Y _ MOT MERE IS NO ABODE GROUND WAS OBE RV FOR ^`('H.Y & ? NIIILH NO ABOVE CRWNO ENIC¢NW WAS OBSERVED. ME d EXACT LOCATIONS OF YN ENSIING UNDERGROUND 1i II s'a I Vit. CHAMBRAY OR® V 4a 'v c� � - ununcs sxAu eE WEMFlED BY TIE CONTRACTOR PRIOR MY AND OONSINIcnM ro n11 . 555ggg _ ---- ------------ c _ _ ____-.______- _ CMA TSL FREE YY t-aco-aez-BBMa W �q0 _�O .� �-�-' INWANA UNDERGROUND - CITY OF CARMEL DEMOLITION PLAN L A PROPOSED SCNEGULE OF OPERATIONS COORDINATED FOR SHUMEF. CAPONS. PND CONTINUATION CF HOW, BE.. AS REWIRED. 2 PRONDE A OETMID SEQUENCE AND SCHEDULE BE DEMOLISH AND HEMI VNPF TO BE COMPLETED. P "�O JOB f.WTNn6Hs A. SALVAGED ITEMS OF SALVAGEABLE VALUE N WAY BE REMOVED FROM STRUCTURE AS MMSES. PR T WXR PROGRESSES. 1fUNOPORi SALVAGED ITEMS FROM TIE SHE AS THEY ARE REMOVED. E SHE AT T "5 1. STORAGE OR SNE OF REMOVED ITEMS WILL NOT BE PEAMITTOT ON RTE. & EXPLOSIVES: USE OF ANY TYPE OF ENPLOSWS WI NOT BE PERMITTED. F TRAFFIC, COI DFW OPERATIONS AND L OF DEBRIS TO ENSURE MINIMUM HFREAFNLE AM ROAM SmIIRAND OTHER ADJACENT OCCUPIED AND USED GACIOTEi yyy I. DO NET NECK OR WSIRUGT ROADS. SIREER. RAMS OR OFFER OCCUPIED OR USED FACWTES WMWT PEAMISRW FROM ME LOCAL AUMMISSES HAVINGJJRISDICION. PRONDE ALTERNATE ROUTES AROUND CL04D —< W OBSTRUCTED TRAFEC WAYS. IF REWIRED BY DISARMING AUTHORITIES. v' D. PROTECTWR ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMISTED. CWDECT WERATONS TO J PiEWRIT DAMAGE TO ADJACENT BUILDINGS. STRUCTURES. AND SHOP FASUTES AND INJURY TO PERSONS p .$------------- ---_ E DAMAGES: PRCMPT.Y REPAIR ANY DAMAGES CAUSED N ADJACENT FIGURES BY OPMOUTON CAMATWS. E MUTY SERNCES: MAINTAIN ENDING UTILITIES TO STAY IN SeRVCE AND PROTECT AGAINST DAMAGE DURING 9 DPIWnON OPERATES DISCONNECT. CAP AND REMOVE UIUTY WMACES PER LOCAL REQUIREMENTS. 00 NOT IIS START DOMINION ANSI: UNTIL WITTY BUR ONNECTORS HAWS BEEN CIMPIETED TO ME SAnSFACTON O' LOCAL I STRUIESH QEMOdMON A ENING VDDR CCMPL£Ii.LT RLL BO.OW-OiPDE MEAS AND VOLAS RESULTING MGDEAIWTED AM COMPACTED) CFMUUR WAG •A'a DISPB.BAI of OFMI Iv M'n YAThR> c A GERI REMO%£ MEANLY MGM SITE ACCUMULATED DEBRIS, RUBI MO OTHER MATERIAL$ REYJLTIG FROW DENGUnON REUNIONS, A R 1, S. iETAOVAL WMSPIXi$ MAMMALS P15 REMDWID FROM DEMOUTM OPERATORSI S AND 1LLY DISPOSE (IF 01 Il£GA EgGDNG MAILBOX TO BE TEMPORARILY u 5 €a - RELOCAIED IF NECESSARY DURING I se {€ I R I CONS1RUnON If fa Y •'PAVEMENT%ISTNG� _ 1. F. 1. WATER, TELEPHONE GGABUE.WADI ELECTRIC AND CAS STORM H CONNOTING BE TNA PROPOSED SIMM SEWER SHALL BE RETRACTOR OR LOWERED AS NEEDED. CONTRACTOR SMALL COORDINATE WIN ME LOCAL UI PSAFRS 2 Ail LL SANITARY IATOKINGS MEA AND ELEVATCONTRACTOR AT AU -ITE G5 ME LOCATIMAIE. AND INVEST SHALL MS F III LOCATION AND PALS P IOR MCCO OF All SANITARY LATERALS PRIOR i0 TRACTOR SC CONSTENGINEER ABO CCS FINDING SHALL ' TI MINI ENGINEER OF AT FINDINGS. IF TB' MINIMUM CAN NOTCB ')F LATERAL AND CRETE RADU CAN NOT BE ACHIEVED, A CBE REUI CRADLE OR RAUSNNGTRACTS LTHA I DOMINATE MAT BEAU. WI CONTRACTOR SNALL EGIOLALL WDRN WTD CLAY FCARAMTOWNSHIP REGIONAL WAS1E DISTRICT AND tiff OF CARAFE eFNrM NcnauAnrM CWRAGEF M. I III s 1,19 ME WRTCA. LOCATOR DATA SHOWN ON THIS EURWEY IS BARB UPS! A FROBVI NAL SWITCH MPoWER FRCN . POSTTUMNC .7 LYS) WSERVATCNS PRIX£iSED BY MAW C SIIRWM T.G* NNI MER .1- POSnONING USED SINCE (OPUS) SC£DWAM. UNLESS OT .". NOTED, SEVATONS SHOWN HLTEON ARE BASED UPON WAS, OPUS SOI. ANO ARE ON ME BBB FORM ANSICAN WTRTCAL DANK SHAMIR). TOP OF NW TOFFEE WIT OF A THE MDTNRT ALONG ME E SIDE OT UNCON STREET APPRO% ISO mum BE RBST STREET. A51_TBYS GI vv Ae. WT SQUARE ON SW WE CONG LP BASE W SW COMER SCSI STREET AND NEW RSI WC EVARO. AW IRS S WT'Y W SBONNET BOLT ONE FYOflANT NE .ED smB slflFkT AxD MAPLE SMI _-L O• a MY SCALE: 1'-w En F`[FND $ICN y FIRE HYMANT ® MaLlmx TREE POWER PoIE PINE ® I. WWNFEM ❑ DOFF POLE ® WATER METES ® ED. QE WATER VILVE ® UD q GW WIRE STUMP ® IN. W RECN+IC CNO55 DO% PoSF YARD WORT ® CJR6 IN. ® MNNAGE III ® 1RAFTlC IVNOHOE A TRANSFORMER HJ F1£CIWC METER U. ® TFIfPnoNE CAN IE 0 CIEIW DIT ® AS CONUITIUNEN 0 SFMU PIPE -------- ----- I I BF a UP RE 10 BELREMAOMOD EGSRNG CONCRETE PAWMENT ' ,. _ ' I �e�+-= 6 _ - »• '" „: �+ __ a _ _ 4 r e• � OF oeJW TO BE REMDNm oB.EaT TG GE REMOWm EXISTING 24' a p��.M �F�o GN LIN, b 2,m 1 ^ - Y. C @ gas F.il ° ° e r @c '. �� F 5 EXISTING MAI ILBO% TO BE AND REQLACEOMOVED .yam g -PA WQIT�T%ISnNG i+ j r i a i g, ^ U1_°_, a 1 �?` , d �§. �m g + TEMPORARILY REL OCATED h O R v �D+ OBJECT TO BE PRorELIEo mlaMj_-�-11 3,^ail"y IF NECESSARY DURING ua Cg III �E $i } I g^a I.J} 5f D • SAWCIIT E%ISnNG ININESppW EXIBRNG ITEMS N BE REMOVER) ••.=w J . CONSTRUCTION T s - _ _ °t ' 'L I aA y PAVEiENT • g v $ g & e � g B` I ^inili::l� PAWMFNT i0 BE SAWSIT I II iA w 4 IIIA S 24i LF OF EXISTING 12° I 3a Iia 5 I a y$a §a 94 Mi 6y CMP TO BE REMOVED AND i - �y REPLACED WITH 12" RCP } V� L 6 III Y I 5 I Ew I 9 I Va 0 (SEE STRUCTURE DATA TABLE ON SHEET 33.8) I I R III L u 4W!II, F I; PAWEMME FJlISnNG — I.I NT I i I , —---- - uDM=. 1. CONOE HAJJ_ PROTECT AND NOT DESIRE MOTCORNER MONUMENTS e�j1 I4� Yrs, t 1 ouRlnc cnrvswucnGN Z GEPMAOim%ISTNR TO VERIFY LIl1E5APRlS2 TO MON. SIM AND COMM ENC! NG ANY CCNSTRUCTON. CONTACT ENGINEER IF VARIATION EXISTS g i° I m9Tf11 Df LF OF EXISTING 12' CMP TO BE REMOWEp AND REPLACED WITH 12' RCP lyll i'( (SEE STRUCTURE DATA BIP s TAON SHEET C3.R) CAUMON11 ME LOCATORUN S OF ALL EASING UNDERGROUND UnunkS SHOWN RR HIS PME BASET UPM ABOVEGROUND EWORGE a ) € s 11111 , M l MMInto H not e u IF Ccn UIB 9r—d by W 1,1-099 g BNm ) AND ARE SPECULATIVE IN NATURE MESE MAY A e • II :W35 3 ALSO BE')MER USING UNDERGROUND NWTIES FDR 1... I 1 9� I Y _ MOT MERE IS NO ABODE GROUND WAS OBE RV FOR ^`('H.Y & ? NIIILH NO ABOVE CRWNO ENIC¢NW WAS OBSERVED. ME d EXACT LOCATIONS OF YN ENSIING UNDERGROUND 1i II s'a I Vit. CHAMBRAY OR® V 4a 'v c� � - ununcs sxAu eE WEMFlED BY TIE CONTRACTOR PRIOR MY AND OONSINIcnM ro n11 . 555ggg _ ---- ------------ c _ _ ____-.______- _ CMA TSL FREE YY t-aco-aez-BBMa W �q0 _�O .� �-�-' INWANA UNDERGROUND - CITY OF CARMEL DEMOLITION PLAN ( I 1 I I I( I I 5 I I 1 II R 11 I it III My i�: II i 'I �! KITTRELL DRIVE EI I I I gl wK F I iI St(ii N 1111 I 1 b II ,-TL fi �I m I Il I 1 I! VfF�_ __ _lIe— }, 1 0 urlcow BLVD. i STAN G APPROVAL CITY OF CARMEL PAVING PLAN SO EXISTING LEGEND BON M' SEE NYBB., ® MNRBDx 'HOU + .. PONE PINE ® EPNITMY MPNHVNE O J.7 a ® wnTER METER ♦� BVSH WaO VILYE ® UD C. MHE snmp ® TNI ll ELCcUNIC CNo4 BO% • IbSt WAD EIGHT ® CVRB INLET ® ORVNAGE M4VHVIE T I,NC HAN.. ® TRANSFORMER ® ELECTRIC ME,ER BOX ® TE HE NE MANHOLE N 0. OUT R NR CONOIPONEA o STAND PIPE I P�.$�4T2PMEEVSITE LEGEND IGLLS� ROAD BUT PATCH ASPHALT PANMFNT (6�1'1�1''1�1j1 RESLREACE PASFMOT (1s7 L CONCRETE —.A- SOFWALN OA Y CO CREME CURB k LETTER NOW CONTRACTOR SHALL CONSTRUCT NEW PAVEMENT TO MATCH E%ISTNG GRADE ELEVATIONS. d=- 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY TIE PROPERT( CORNER MONUMENTS DURING CONSTRDCTCN 2. CONTRACTOR TO VERIFY LOCATON, SIZE AND DEPTH ON EKSRNG UTMTES PROR TO COMMENCING ANY CCNSTRUCTON. CONTACT ENGINEER IF VARIAl10N E%1515. chum ,I RIE LOCAMONS OF ALL EASBNG UNDERGROUND UTUM MORN ON TAS PUN AR BASED UPON ABOW GROUND NONCE ( M6 lh; , but not IimA.1 b, mwlldey Imete, wl_, L maMe maC. upm Ne g N by oth. I AND AND SPECULATVE IN NATURE THERE MAY NSO BE OTHER MSVNG UNDERGROUND URATES FOR SEMEN NNE IS NO ABOVE GROUND EVIDENCE OR FOR MICH NO ABOVE GROUND ENDERLE WAS OBSERKD. THE EXACT LOCATORS GF SMO EASTNG UNDERGROUND URITES SMALL SE VEWND BY TIE 00,17RA N PRIOR TO ANY AND ALL CONSTRUCT. 1-X2 T- 2-S q RISE - INDIANA IINDFPISRMINII - ___— —____ y_____--_ —— 1 - i APPROVAL V 10' BD• SCALE 1'-90' EXIS11NG LEGEND ..A II Y NRE xroPun I - I m MNIRC% i PD%EA POLE NNE I I ® BWRMV NANNDIF I , a RACE PDIE I I I ® WATER MFIEN I I A. s wnTrn vuvE UR _ �1 ♦� 1 l STUMP � g I I ® INIEf !I g r FI FACCEIC [NI Pon VMC UU. M CURB II 6 C TRADEFOR" M E NC NEE, BO% m C. CUT UTRPITONE ..E6 AIR IX DIPCAFR o STgN9 PIPE -- -- PROPOSED SITE LEGEND I POP➢ CUT CATION ASPNALT PA.., L1111y REBVfffACE PAWNENT �Iv) 9 AOPHALT 90EWAE% QA 2' OCNCRCIc CURB k PITIER NOT CONTRACTOR T SHALL CCI NEW PA4 AIDON TO MATCH E%ISTINF BRgpE I i ELEVATIONS: - J NOTE., - CONTiACTOR TO PAVE INTERMEDIATE 1 COURSE OF TO FLASH NIT1 ------------ —'� "I -�. BOSTNG SURFACE ON WOCDBRIAR UNE 1HEN ENTIRE WORN OF WD EN UNE TO BE RESURFACED Q.5') -�t 1�01D �pTID -®'J- it NOTES. 1. CONTRACTOR SHALL PROTECT ANO NOT DEBTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2. CONTRACTOR TO WRI LOCATION, SIZE AND DEPTH OF EXISTING UTNPES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CITY OF CARMEL PAVING PLAN 1-800-382-5594 CALL Tql FRF£ APPROVAL V 10' BD• SCALE 1'-90' EXIS11NG LEGEND ..A II Y NRE xroPun I - I m MNIRC% i PD%EA POLE NNE I I ® BWRMV NANNDIF I , a RACE PDIE I I I ® WATER MFIEN I I A. s wnTrn vuvE UR _ �1 ♦� 1 l STUMP � g I I ® INIEf !I g r FI FACCEIC [NI Pon VMC UU. M CURB II 6 C TRADEFOR" M E NC NEE, BO% m C. CUT UTRPITONE ..E6 AIR IX DIPCAFR o STgN9 PIPE -- -- PROPOSED SITE LEGEND I POP➢ CUT CATION ASPNALT PA.., L1111y REBVfffACE PAWNENT �Iv) 9 AOPHALT 90EWAE% QA 2' OCNCRCIc CURB k PITIER NOT CONTRACTOR T SHALL CCI NEW PA4 AIDON TO MATCH E%ISTINF BRgpE I i ELEVATIONS: - J NOTE., - CONTiACTOR TO PAVE INTERMEDIATE 1 COURSE OF TO FLASH NIT1 ------------ —'� "I -�. BOSTNG SURFACE ON WOCDBRIAR UNE 1HEN ENTIRE WORN OF WD EN UNE TO BE RESURFACED Q.5') -�t 1�01D �pTID -®'J- it NOTES. 1. CONTRACTOR SHALL PROTECT ANO NOT DEBTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2. CONTRACTOR TO WRI LOCATION, SIZE AND DEPTH OF EXISTING UTNPES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CITY OF CARMEL PAVING PLAN 1-800-382-5594 CALL Tql FRF£ 9 NOTES 1. AU MORK TO CONFORM TO STALE AND LOCAL RE W -AM i5. 1. THENCHES FCR ALL STA M GRAIN UMES $HALL PE 9AIXf4tE➢ CEMPIETFLY PRO20SFMF LEGEND 1. CONTRACTOR 91ALL PROTECT AND NOT y4]E DESTROY THE PROPERTY CORNER MONUMENTS I DURING CONSTRUCTION M1H (FANIMR NATURAL IF WIND 5 FEET OF PAWNENT. WATER, TELEPHONE, CABLE ELECTRIC AND GAS 2. SIZE (,WADING 51NL NOT PRO® UNTIL EROSION CWTSM MEASURES HAYS Sigh SOONER MAAHg BEEN WSiN1Ep. 7. AFTER MOPPING MASOIL MATERIAL PRODI WIN A DOOR MGM O STORM S COR SHA N E RELOCATED NNE PROOR RgILy TO WEWJINE LOCATIONS OF MY POCKETS OF UNSUITABLE MAMMAL ' STORM 6EWEP 0 YARD DPNH BENTRACOR 2. DEPTH OFR Rl VERIFY LOCATION, SIZE AND DEPTH E%ISTINC PRIOR TO EEDED. LOV.£RED q6 NEEDED. CONTRACTOR SHALL THE NECES9tt FOR SLWPAIHS ANO SH ,b IN CONTRACTOR SHALL VERIFY ALL DIMENSIONS (NFpCAL AND HOSVZ. /W MAOI AL OF ANY MONTAGE IN TIME FEUD PRIOR TO STARTING CONSTACBON. ME COMPACTOR SHALL BF? Mg1EP1AL WTHN SHE PROPOSED PARSING AREAS WLL BE GEMMED AT THE O.F. SEYAR BHT 0' w BO' 'M1H CI ONSTRU$ COMMENCING ANY CONSTRUCTION. CONTACT COORDINATE THE LOCAL UPU1Y gESPOICKWE FOR NL MOLD OMENOONS. IF ANY DISCREPANCIES APE FOUND TIME C£ CONSTRUCTION. DERS.RT PUEVATH S ENGINEER IF VFRIATCH EXISTS 2. RLL LATERN. LOCATIONS AND IN THEW PLANS FROA NNE ACTUAL MEW CONOnONS ME CONTRACTOR SHAU. NOTIFY ME SONGS IMAGANTFLT B. PRIME PMIW DRAINAGE WWOUT FORCING IN ALL AREAS. AMBER ARE APPROXIMATE. MSTAUATIW. CONTRACTOR TO 1fSi FO.P, AND FAPPECT. IF MY, STANDING STRUCTURAL BACKFlLL SONE: I'=M' ELEVA'RCNS AT IN1 D SNAIL RFL➢ 4ERIFT FR4 TNA R MUST TAKE GRE WIEN WRIER CONpITI0N5. ANDCONINVENT AND INKRi BEVAPO.4S OF ALL SANITgRT SANITARY IN ORO VADNG INC AND AROUNDUTUtt ONES MO nen r>, N UND TY UNE A " _AWRALS PRIOR TO COVER REQ MB BY COVES ORRxgC1CR'S NID/GP UIIUtt WA9'PNILS 4 NL PROPOSED SPOT EIEVgTICNS ME ME FINAL PpSENCNi AND RITUAL IStACE UT TY CON UFIUTYENT. PMODIFYANIES ACTOR SG NOT TENENT5 TR MAGE. CONSTRUCTION. CONTRACTOR SHALL NOTIFY 50 AS NOT 10 CAUSE DAMAGE. STEVATONS THE LOCANMi 4 PRI. OI UAWASOUND UXUMS ENGNEER ABOUT' HIS FlNDINGS. IF IB' MINIMUM 910WN w TIES Pury PIS BAStB Up. S,. GROUND SMALL NOTIFY ALL ES i3 HOURS 10. SEE S i0 DETERMINE 9JBCAP➢E FILVp11OV5 BFTPW r ENGIN Eut nM 1A mmM1dn Axb, GRACE SEPAAATON OF LATERAL AND STORM SEWER C. THECA ORUCTON NTON EE VATI H M YW IS, B FY IF Y CRU CPN NOT BE ACHIEVED, A CONCRETE CRADLE COx51PULTIOI 5 i0 STM?. 10 4FRPY IF MY CRUISE ARE PRESENT ON FINISH GRACE FTEVA¶ONS INDICATED. I "'� wlu®. anA N mote upm be d 5y oMve) !NO WIN OR ftA151NG/LOWEpING MPT BE REpUIPEO. SITE. ALL MOGROADONS (DHMbn Nze and dq0, ) MALL BE MADE BY ME pI - TO SLEET 03.6 FOR STORM sIPUCNRE PRE IDFOLATVE IN NANf(E MfIP' YAY.V.W RE 6Wfp FNGRNO UN�pIWHO N ECES FOR APPRCPMATE UTI COMPANIES MEN EXCAVATING AROUND OR MER 11, All STORM MONEY MAIFAIMS AND INSTAUA ON $HALL CONFORM TO LOCAL pATA WOW RUSES IS NO CONTRACTOR SHALL COORDINATE ALL WORK EXUBNG UIIUTES THE COMRACIOR MUST NOON ME UTIUtt CCOWNY 50 SFAxDMDS. MOVE dWND "WOKE OR FOR MUCH NO ABG S G. WE EUMOT IMUTONG OF _Wt0 TONAL WASTE DISTRICT A E'a9tT A U OMP BE MT Cgry PRESENT TO IHS1RVCi WTtA<!(EMAS �ry r r r lr I ; X ; /' •..• as .,•'I " , 0 _ 2. NYWIS AT ARE OWN OF END SHOWN. AN OTY OF CARMEL _ M O W GUMC CTIO 1 PIPE OU1LEls AT END PEE 2 ME MO MY AWNAl SE D]VENS1gUCTIXL IIS $�' !, a- KITTRELL DRIVE 1 -800 -382 - ,. Til `Iii f _ H - - ��_ _�_ �3® ____,_ L _L�' -wim _1_ i____ ---s_ i GML TqL OO5544 r!j -I_ �., _ - _ /'ie nn!lai ,. •_ • ..._-_____ u� _ _ _ __� _ - 19, 1 io ____ i a _-#___--_- -_ ___ -"- __(MOURNS UNDERGROUND - I'AnmWRINRWWM.W�wS AAWY GSCUMIM IIS SAS SO u20N AAPOSTONH I I e COS_ MHUM __ WSERVANOR) BY L ___ S OBSERV(NrsI ONOCINGT NATMA_oMnox •\ MUCESSED IftBR . _ _ ll i g SAWY ONLINI SM.11IC �x xG9 T� Ai yd ® IN 4 MSFA OWS SOFTWARE. /� ii _• / EXISTING STORM PIPE UNDER -465 TO Y f gg¢¢ 4 y U. N6 „Y1` 'Ai -AA I OTHERWEE NOIFD. FREVAPCNS BHOYM (&AEON ME I ' •'I i 1',1 1, j 6.�5 1 M g BASED UPON SVD CPUs SOLUTION AND ME ON RIE _ j U 1906 NORTH AMEWCAN WRIICAI_ DATUM (NAMGB). e NORM... ' BY Y (BY OTHERS) AS '-- _ "'+n_, ( ISI x TOP 11i 11 ewxET' adTW A SHE xlpigxi I YI 1 105 lF OF � � g MEET gFPNO% OF IN OF INDOT -465 RECONSIRUCTONI 1 CONTRACTOR SWAGE SWALE 0 .�4. _ foo'xmuxlH w amxfsm¢Tw SLOPE i W 5 i1¶ ''T �G' 'i - �- COORDINATE W ROOT TOR i� _---_-.-' oda =Tesu X 9 Y = ACONSl Imo, r l / - RSO RIP RAP ARSON REOTT BGCUE � STORM STIR #18'III I ouT SQUARE ON IW SHE colic v BASE W sry X. i', POIENTAI UTILITY I 8 I 1W G�AMM 96m sTREEi AND NFS1Flm _ _ 11 `------- STM -UNE 'A' /I •:: •••l i 1R:T/B.OJ CONFlJCT STORMSM 1910) ^na ' I� / / ._� H -_-' oo' ;-- Iw .,' Ir ELEv vx INV \ +a III ay SNR Z WT ON s BITUMEN 90RT x1TM XE 775.05REMOVE 1]_I 11+00___ ___ r ��---- - i•f (R. 7)8.33 S MAPLE 14+00 rT ' AND REPLACE 1 rSTORM STA A143 CORKER P6tN sIxEEF AND MAP(£ DRIVE 1 0 I 1R: T/e.3 3 _ _ L_ `.• I 41 P / Cld " R a 1 U / �" STM UNE 'A1' S 2'F - 1^T 'ATS' H 15TgiM _ ___---�_� _____.___- _ _� _ llI �lI - RCP TING y ".. �B $ / EXIS LEGEND IM UNE - >BTIXtM Nal :9 rill PryE)I ' ' _ _ ___•. ��-��-{�� ' ' " _ STIR d106r _ _ / ?X!111 BIR ATB __--_--�_--��-��I sg SS '( 1R: JJ4.55 RNV: 715.26 SIGx ® INLET PROPOSED 30 DRAINAGE STORM SIR A19 -' EASEMENT �•� INV:]]0.t5 .;; 1g II s P „r 1 r -V e. g" ' - Y DRE xTDPAIR ISI FacTRIc cp055 epx _______-UNE 'A' POTENT U LJTY � !! A � CONNCT rI ♦ 1j MaLeox 4A" CONCRETE .�, - : •• \ .(a^ _� - __ _ __ _ gam- _ -e _._- n' YARD UMT ; ' •'>P II MEE ANCHOR ROOD. •#G i') - - ; - " "-P Wa ER FILE ® cwG xlrr S11A-UNE 'A2 '�'� + ®,.�„1 17+DO LINO N BLVD. w 8+00 to+OD -- n 2w0o w 21 0o a + P1uf ® CCMUNAINXE Mwxole AP APRON / SANITARY MMHO1£ 0 I c INMDHOtc REO DRIP C/ TRANSFORMS ry” MER • •yv 3,' �3 -S� „e6 i�, ��•'t i.. ® WRIER MEIEA M ELECTRIC METER BOX 1 NET M STOW 91R A15 �: TR:778.00 9p A r BUSH O MH PAME MAN IE CIAADE 45 LF OF IDE a STORM STIR A15BSWAGE O 0.5% MOPE R � I �4 STORM STIR Al x a M WATfR VALVE 0 CLEAN OUT > _ POTENTIAL UTILITY _ - IR:T/5.64 s '+III POTENIIAL UTUTY, CONNJCT O UG W AIR CONDITIONER r''it \`iI m COMUCT 1 C CTL UTILITY I 91tlRM BTR ¢ 19140 1- C. WIPE o SiMG PIPE �� I _ .'Sd � '+� it >` '✓I1 �1�i� �$ � � I � I Ili J'( STUMP STM -LINE "A" 5CAtE1"-M'MORS) _ _ 0 F5 a w § € _ o _ v 790 - r a c -Si mn� ao 790 o -m 010 _- n -1 a ao ➢m.�+ �.- Il _.._- —.__— ___-- - NEL --- (�jaOnn^ IED _ m o `m R 6 06�- " OQn`>j 3 3 ITS ]65 _ Zi n n z--2 >� �>�i� m m - NMI-. z3 _°_1 n °, VS=�.f-a.S JB$ -'"-' T STRUCTURAL BACKFlLL -- - _ ]80 _ -_- SMHFI`RAL REND. - - m - existing g,.COd 780 _.- - - -- -BACKFlLL REO'D. PROPOSED GROUND -_ PROPOSE.➢ GROUND PROPOSED GRWNO - - _ a xi9BNG D,mxNe - _- - 71111111 _ - - - ----- - -- ------------ ____ __________ _ _- _______i. -- 1B' MIN. ns _ _ I 18" MIN. - 18' MIN. _ _ ---------- ___ ____]70 18" MIN. 18" MIN. MIN. _ - -.__. 770 — _- ''. LEXSTWT EXISTING 7J0 _ -.._._ - _— -STORM m _ _ -_.___ -18' MIN.-/- 6" SAN. LATERAL INV 710 5--- -- __ -- --- LOWERED E SING LOWERED EXISTING- LO E%SING LOKEREO EXISTING G� (� ) 765 _ _ _____ E%ISTNG�` _LCVIi'PED E%ISTNG GPS NE 6' SAN. LATERAL '-- - ptm £% STING -LOWERED E%SING - (CONCRETE - 12" VCP WRIER LINE 1Yg1ER (INE 6' SAN. LATERAL -CRADLE REObJ ]65 - - LOWERED EHISTNG E%SING LOWERED EXISTING (CONCRETE 507 LF' OF 48" RCP 0 0185 SLOPE ___ __ TELEPHONE UN - 8' VCP GAS LINE 344 LF OF 48' RCP 0 0.125 SLOPE CRADLE REQ'O) 370 LF OF 48' RCP 0 0.129 J80 _ __ --- LOWERED E%ISTNG LOWERED EXISTING- 77--- LF OF 48" RCP 0 0.125 MOPE760 - 26 LF OF 48' RCP 0 0.125 MOPE- ---6" SAN. LAl1DTHU -GAB UNE - —(CONCRETE - _ -_ - - - CRADLE REO'O.) _ -___tB - 755 755 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 \\`p1NFEi �N�'OOx, a`x+ p�o15TEq�' ••+; 79949 _ HORIZONT&SCALE BRIDGE FILE REWMMENOEO iy CITY OF CARMEL VERT( gL SCALE DESIGNATION NO. FOR APPROVAL A/ ur O DESICN FNGI ANF_ 1'= 5' SMMw.; Pf" kYWANK BURVIY BOOK SHEETS DESIGNED: AT DRANK: pm STORM SEWER �Q"`= 03.1 Gf - I''l, All " CHECXED: AF CHECKED: AT PLAN SC PROFILE CONTRACT PROJECT NO. lo-lz 1. E 1. WAIVE S CONFLNE CABLE, ME R O AND CAS SEANCES V ENFSI E R OC PROPOSED LORER SEVER SNAll BE RETRACTED OR LOERMIN AS NEEDED. CONTRACTOR SHALL MEMBERS TN1 Mf LOCAL UTILITY 2 ALL SANITARY IATERPI OS ME APPROXIMATE. AND GI£VANONB AT CR059NC5 ARE OCATIO CONTRACTOR SHALL NS VERIFY LOCATION AND INVERT PRIOR ToC COMMENDING OF ALL SANITARY LATERALS TON TO SIi CONSTRUCNON. CONTRACTOR"FINDIING SHALL NONNY SPARAENUNIGER ABOUT HIS FINDINGS. IPM MINIMUM CAN NOT B A LATERAL AND CRETE BONER CAN NOT BE ACHIEVED, A CBE REQUIRED. CRADLE OR RAISING/TRACTOR SHALL C MAY BEE ALL M VTB CLAY T SHALL COORDINATE ALL DIST VN D GAT F CARMEL REGIONAL WASTE DISTRICT AND CITY OF CARMEL �N��BMnr mcrmannx Etv a TRI ME `hANCA- WCATCH DATA SHOM GN 1x15 91RWY IS BASED UPON A PW. TONAL W WTON TER. FROU GLfP. P.M.N. SYSTEM (CPS) OBSFAVATRIS PROCESSED BY MAMMAL MOVETC GURNEY (NCS) UTILIZING THEIR CNUNE MOTIONING USER SANDE (OPUS) $O.B. UNLESS MER" . NOTS, EIE.U.P A.. HENEOH ARE BASED WON SAID MUS SOLU70N IND ME ON TIE TARA NOM AMERIGM YEPTCAL DATUM (NAVD&C, TOP OF NB BY. MEF BOLT OF A DRE HYDRANT ALONG TIE E NUE OF UNCGIN STREET APPBOX IW SOMI OF GBM STREET. S CUT SQUARE ON EW SDE AGING LP BASE ON SOUu CORNER 96N STREET AND NSMEW BOULEVARD. AO_IBM 3 CUT '%" ON 5 BONNET BLIT PREHYORMT BE CORNER 96N MEET MO MAPLE GR S `e UTILITY LINES A EQUIPINUBM UNFS AND 9. ALL PRCVOSEp SGOT E PONS ME THE GNAL PAHNENT KID MAL MADE RNEFfiER TO SHEET C3.6 FOR STORM MUCTURE 50 AS NOT TO CAUSE DAMAGE. SABRINA-U'll GET B9TES DATA PROPOSED 1 FG, ND 1. ALL XORK TO CONFORM TO STATE AND LOCAL REWIAPONS 8. TRENCHES FOR ALL STWG TRAIN LNES WALL BE BAWRIM COUPIFIELY EWIS4 PAGE EIFVAVONS INUICATED. SIZE All VSWFlCATONS (kwlbn, .. m6 6°PN) PALL BE MME BY ME 1NN1 GRAM MATERIAL IF WTIIN 6 FEET OF PAVEMENT. NO-TFS% STORM SOMA MANXOIF R. SEE JADING SHALL NOT PROCEED UNTIL FAOSTgi CONTROL MEASURES NAPE BEEtI INSTALLm. TNI A ]. ARTA STPo PNGDOTE TOPSMINE PMY O YARD DRAIN DESTROY ME PROPERTY CORNER MONUMENTS u Rg1 I -IL IPONS O DETERMINE LGGTWS ANY POCKETS Ci UNSUITABLE NATEPoN. POOL LE MA DURING CONSTRUCTION 1 12 WIAME AT PIPE OUTLETS ME GW]N AT END OF ME END GEMAL 1 CONTRACTOR 91TO TAFNY Ill OMFNSITNS (HI AND ME NECCSSIEY HE ES D ANY UNSATA SUBOPOSE AND/OR REMOVAL OF ANY UNSNEAED 1 2. CONTRACTOR TO VERIFY LOCATOR. SZE AND M. IN CO W TIE FELE PRI IXi TO EW AM SONG 1IF AN . EHE PgN1RACNR EXALT BF R SPAL_ ED FOR N1 IF ANY ARE FOND CTUAL ::3 STORM SHA kTae N COMMU ING ANY CONSTRUCTION. CONTACT r^r RN5 IN MESE PL ME INA.. ME M MESE PEWS NEER ENE ACTUAL F1ELO LCNDINONB, TIE WNMACiON SNNL ENGINEER IF VARIATION EXISTS AS WXB IHIET ;'°x STRUCTURAL BACKFlLL HOTFY UNE ENGINEER IMMEDIATELY. S. RSTAI- MOTIVE TNIWi ND IN ALL MEAS f STM -LINE min pxAINVCF MMIKK£ MALTDRAINAGER CpIIRACigt 10 TEST FOR, AND CORRECT. IF ANY. STANDING OR, Y.AMER ST INATM Be UTETY SCALE : 1'-qp' 4 THE VATRGCXCA`UTNGCPRE TiEN AROUND MUST TAKE PY IXCAYATNG W PNO PAgINO EX6TXC AND WAREN CYMOITONS. CONDI ® SMRARY MMXOLC 0 TMTHC XPNOHOLE REMOVE AND REPLACE es, STORM Sm #128 B4 I -12 / 4'T'•.-` 1 II uGHrt POLE E TRwsFMMER 00"NG 12" CMP N1TH 1z" RCP�qq ¢y I r "i 21 'e ' N o ro .� T F-_. /3e, ® WATER MEHEN m Box UTA ST. © T.T.0 Y Um:JJJ.s3 — M!�,�� e '- .tl v• a BUSH c MOU EELEPNONE 'A' - -- WATIX NAVE ¢e m.JJ8.76 POTENAAL UALItt STM -UNE - m o CONFECT STORM 0 OG MILE -� -DOro Sm gl4G I m:TJ7.47 a �N��BMnr mcrmannx Etv a TRI ME `hANCA- WCATCH DATA SHOM GN 1x15 91RWY IS BASED UPON A PW. TONAL W WTON TER. FROU GLfP. P.M.N. SYSTEM (CPS) OBSFAVATRIS PROCESSED BY MAMMAL MOVETC GURNEY (NCS) UTILIZING THEIR CNUNE MOTIONING USER SANDE (OPUS) $O.B. UNLESS MER" . NOTS, EIE.U.P A.. HENEOH ARE BASED WON SAID MUS SOLU70N IND ME ON TIE TARA NOM AMERIGM YEPTCAL DATUM (NAVD&C, TOP OF NB BY. MEF BOLT OF A DRE HYDRANT ALONG TIE E NUE OF UNCGIN STREET APPBOX IW SOMI OF GBM STREET. S CUT SQUARE ON EW SDE AGING LP BASE ON SOUu CORNER 96N STREET AND NSMEW BOULEVARD. AO_IBM 3 CUT '%" ON 5 BONNET BLIT PREHYORMT BE CORNER 96N MEET MO MAPLE GR S `e UTILITY LINES A EQUIPINUBM UNFS AND 9. ALL PRCVOSEp SGOT E PONS ME THE GNAL PAHNENT KID MAL MADE RNEFfiER TO SHEET C3.6 FOR STORM MUCTURE 50 AS NOT TO CAUSE DAMAGE. SABRINA-U'll GET B9TES DATA PROPOSED 1 FG, ND 1. ALL XORK TO CONFORM TO STATE AND LOCAL REWIAPONS 8. TRENCHES FOR ALL STWG TRAIN LNES WALL BE BAWRIM COUPIFIELY EWIS4 PAGE EIFVAVONS INUICATED. SIZE All VSWFlCATONS (kwlbn, .. m6 6°PN) PALL BE MME BY ME 1NN1 GRAM MATERIAL IF WTIIN 6 FEET OF PAVEMENT. NO-TFS% STORM SOMA MANXOIF R. SEE JADING SHALL NOT PROCEED UNTIL FAOSTgi CONTROL MEASURES NAPE BEEtI INSTALLm. TNI A ]. ARTA STPo PNGDOTE TOPSMINE PMY O YARD DRAIN DESTROY ME PROPERTY CORNER MONUMENTS A RFPRESUITATYE M MAT UWTY CWPMY CAN BE PRESENT TO INSTRUCT Rg1 I -IL IPONS O DETERMINE LGGTWS ANY POCKETS Ci UNSUITABLE NATEPoN. POOL LE MA DURING CONSTRUCTION 6TOftlA SETR ME 12 WIAME AT PIPE OUTLETS ME GW]N AT END OF ME END GEMAL 1 CONTRACTOR 91TO TAFNY Ill OMFNSITNS (HI AND ME NECCSSIEY HE ES D ANY UNSATA SUBOPOSE AND/OR REMOVAL OF ANY UNSNEAED 2. CONTRACTOR TO VERIFY LOCATOR. SZE AND M. IN CO W TIE FELE PRI IXi TO EW AM SONG 1IF AN . EHE PgN1RACNR EXALT BF R SPAL_ ED FOR N1 IF ANY ARE FOND CTUAL M MATERM- TEHW UNE PROPOSED PAR,GN4 ARDS ALL K DETTAWNEO AT ME TME CCHSIRECTgF. gg STORM Sm p10C §Im:A9J5 N COMMU ING ANY CONSTRUCTION. CONTACT r^r RN5 IN MESE PL ME INA.. ME M MESE PEWS NEER ENE ACTUAL F1ELO LCNDINONB, TIE WNMACiON SNNL ENGINEER IF VARIATION EXISTS AS WXB IHIET ;'°x STRUCTURAL BACKFlLL HOTFY UNE ENGINEER IMMEDIATELY. S. RSTAI- MOTIVE TNIWi ND IN ALL MEAS "•�+" ^\li+-� min pxAINVCF MMIKK£ MALTDRAINAGER CpIIRACigt 10 TEST FOR, AND CORRECT. IF ANY. STANDING OR, Y.AMER ST INATM Be UTETY SCALE : 1'-qp' 4 THE VATRGCXCA`UTNGCPRE TiEN AROUND MUST TAKE PY IXCAYATNG W PNO PAgINO EX6TXC AND WAREN CYMOITONS. CONDI ® SMRARY MMXOLC 0 TMTHC XPNOHOLE COVER REWSRDI BY UTILITY CONTRACTORES AMT/CR UTILPl 5 9. ALL PRCVOSEp SGOT E PONS ME THE GNAL PAHNENT KID MAL MADE RNEFfiER TO SHEET C3.6 FOR STORM MUCTURE 50 AS NOT TO CAUSE DAMAGE. ELEVATGNE DATA 5, 1HE CONMACRM SOUL NUTTY AL UTILITY WNPMIES 72 HORS BEFORE 10, SEE KWRMMATE DETAILS M DETERMINE SURPAOE D£VA7EA0 BEWW CONSTRUCTOR 15 TO STMT. TO VERIFY IF MT UTUTEB ARE PRESENT ON EWIS4 PAGE EIFVAVONS INUICATED. SIZE All VSWFlCATONS (kwlbn, .. m6 6°PN) PALL BE MME BY ME NO-TFS% APPROPRIATE UTILITY COMPANIES. MEN EXCAVAT,JO MOUND OR OVER 11, ALL STORM SEMS MATERIALS AND INSTAlATON SHAL CONMUM TO LOCAL I. CONTRACTOR SHALL PROTECT AND NOT .GTMG UTUTES ME CONTRACTOR MUST NOTFY ME UTILITY COMPANY SO STANDARDS DESTROY ME PROPERTY CORNER MONUMENTS A RFPRESUITATYE M MAT UWTY CWPMY CAN BE PRESENT TO INSTRUCT Y TIRE XNPPM m NA.. DURING CONSTRUCTION AND OBSERVE WRING CONSTRUCTION. 12 WIAME AT PIPE OUTLETS ME GW]N AT END OF ME END GEMAL m I I py 2. CONTRACTOR TO VERIFY LOCATOR. SZE AND M. YMO UGM DEMI OF EXISTNC UTILITIES PRIOR TO gg STORM Sm p10C §Im:A9J5 N COMMU ING ANY CONSTRUCTION. CONTACT r^r o ENGINEER IF VARIATION EXISTS s 2U+UU 21+00 22+00 23+00 24+00 25+00 25+00 N0. - S FOUR APPROVAL 19900549 *e_ 27+00 28+00 29+00 29+42 30+00 u*4.t; Q �,o CITY OF CARMEL DESIGN ENGIN ATE DRAW"' PED STORM SEWER F CHECKED: AF PLAN & PROFILE OL / Leto ZI s a Tae'=m° Y' STORM Sm OS {,ry + ' OA^ V EiS15➢NNGJ.EGEdO, 0 IBM a rINV. T/6.3) °4 rro`-_ T� 1 5 I I s STY' L D Y TIRE XNPPM m NA.. p EI£CIWC Cxu55 A. . MAT POTETITAL VTLRY V m I I py STM -LINE ar ,•.' M. YMO UGM gg STORM Sm p10C §Im:A9J5 N r r^r o + PUREE POLE AS WXB IHIET ;'°x e9 v -L i5 t •iq 6e "•�+" ^\li+-� ME® pxAINVCF MMIKK£ Be UTETY } E"a� J80xo ; ® SMRARY MMXOLC 0 TMTHC XPNOHOLE REMOVE AND REPLACE $a STORM Sm #128 B4 I -12 / 4'T'•.-` 1 II uGHrt POLE E TRwsFMMER 00"NG 12" CMP N1TH 1z" RCP�qq ¢y I r "i a 'e ' N o ro .� T F-_. /3e, ® WATER MEHEN m Box UTA ST. © T.T.0 Y Um:JJJ.s3 — M!�,�� e '- .tl v• a BUSH c MOU EELEPNONE 'A' - -- WATIX NAVE ® CLEAVE dR STM -UNE - m o Po NAL UTILITY a CONFLICTc, 0 OG MILE 9 AIN CGNOMONER c. STAND PIPE -DOro �?`N26+DD = 2_x-6-___ _ --28+a ra IJNI OL 9lVD._29` 1 Y: STORM Sm j10 M STUMP 2U+UU 21+00 22+00 23+00 24+00 25+00 25+00 N0. - S FOUR APPROVAL 19900549 *e_ 27+00 28+00 29+00 29+42 30+00 u*4.t; Q �,o CITY OF CARMEL DESIGN ENGIN ATE DRAW"' PED STORM SEWER F CHECKED: AF PLAN & PROFILE OL / Leto ZI s a Tae'=m° Y' STORM Sm OS {,ry + ' OA^ V STORM Sm /HOB a rINV. T/6.3) °4 rro`-_ T� 1 STORM 5m /11 � CAP ENO "MARK STUB 'A' I isAlSm BI04 1NV:728.45 &'s POTETITAL VTLRY i '% 3+ro _ �.e STM -LINE ar ,•.' STORM SUR 2 m:780.18 �i CUNFL(CT gg STORM Sm p10C §Im:A9J5 STM -LINE "8* o . I'� ;'°x yT2C o —_ e `'. E UTETY M:77110 JAI J80xo CONFLICT I -12 8A I N n ✓+- - �omh K e 0 k ti '• QTAA-1 INF "4" — 1 a SDA. T"=MV(XONa) 2U+UU 21+00 22+00 23+00 24+00 25+00 25+00 N0. - S FOUR APPROVAL 19900549 *e_ 27+00 28+00 29+00 29+42 30+00 u*4.t; Q �,o CITY OF CARMEL DESIGN ENGIN ATE DRAW"' PED STORM SEWER F CHECKED: AF PLAN & PROFILE OL / Leto ZI o o —_ J80xo -12 -- n ✓+- - �omh K e 0 k ti '• — 1 a 790 �m m - -- - - �.o m o �._ - 0 mi — -- - onrlo - -- r— n iNP.Iw 06� M ; o pQm vvvj 3 s o> OFr._.».>-. ULA 785 - a » z m - >zzzz 78$ - - SRA m TRUCTUL 780 BACKFILL RECD. m - ACKFILL REQ D. - 6D ESTFTACURAL =zZ VA ______ ____ _________ AS 18' MINJ —_ -18' MIN. 18`MIN. 1MIN - -. IDMIN. 18" MIN.. _16" MIN. _ ___ ________ _____ _ ___ ____ -____ ____ _ _ _ __._ _ ______ __ _ ____ ____-____ ___ 18' MN. 770 3DVERED OMED EXISNNG LOMEREO 8" SAN. LATERAL MAIN-LOWERET) EXIS NG EXISPNG LOWIAEp EWDNFXISMNB LINE (TVP.) -8• Spry, Lg1ERAL 6" SAN. L6" —(CONCRETELOWERED SAN. LATERAL (CONCRETEWATER -"WATER EXISNNC CONCRETE E%ISTNG (CONCRETE CRADLE ftEOb) 765LOWERED 6" SAN. LITERAL AAOLE RER'D.) - CRADLE RE WgTEft NE CRAIXE REO)J — 765 (CONCRETE __ -" CRADLE REO-D.)3T0 P OF 48' RCP 0 0.12% SLOPE GAS UNE 308 IFP 9f1• RCP 0 0.12% SLOPE 267 LF OF 36' A-2000 PVC 0 0.147. SLOPE LOWERED EXISTING —i -� 760 GAS LINE - 30 IF P 36" A-2000 PVC 0 0.14% SLOPE 780 - 11 6 OF 21" RCP 0 0.20% SLOPE ol _ 755 --_.— 755 2U+UU 21+00 22+00 23+00 24+00 25+00 25+00 N0. - S FOUR APPROVAL 19900549 *e_ 27+00 28+00 29+00 29+42 30+00 u*4.t; Q �,o CITY OF CARMEL DESIGN ENGIN ATE DRAW"' PED STORM SEWER F CHECKED: AF PLAN & PROFILE OL / Leto ZI rsNmaylLTV Nnns L ALL WORK TO CONFORM N STATE AND LOCK REQILATGIS. _ _.- _-,. _. __ __._ .•._.... .. _.._ e. TRENCHES MEN N1 STORM DRAN LINES SHALL BE BACKFULED COMPLETELY _..__.___ _ __.___ BEtl6LL1NE96MA➢m' EXISTING LEGEND - ... .. ___ .._ _. __. __. ___. _.__ _.-__ _- _._ -__- _.- _ _ __. - _. _.. NTH IANALAR MAl .. F MTI. S FECT D°' PAYEMENT §(HNflGFX lRY f ME1- WR 19 v SIGN 2 SIZE MAN NG SHALL NOT PROOFED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. T AFTER SIM1TI MARMAL PROMTI RGLL WA MENUM YOUNT TI E MM ATCAL LGLATON DATA ST. IS Rg1ER TO MEMBRANE LOCATORS OF My ROCKET OF IMSIRANE MAIEDAL ANVEY IS BABY UPM A PACHONAL SOLUTIONY FlRE xxORArvi $ aECIPoc cvoss BOX 3. ME CONTRACTOR SHALL YENFY ALL DIMENSIONS (YERTCAI AND HORIZONTAL) TME NODOSITY FLY 9J... AND HOUTSAL OF ANY UNSWTAME MMAY FROM COMAL FREMONING SY52M (CES) m MALL. POST , IN ME MEW PRIOR N STARTING CONSTRUCTION. ME CONTRACTOR AVI1 BE RESPPNSOE FOR ALL HELD DIMENSIONS. IF AMY DISCREPAxOEs ARE FOUND NATURAL W1HIN THE %t.. P MN6 AREAS MIT SE DETERMINED AT ME THE OF CONSTRUCTION. CBRAVATMS PROCESSED BY HATCH& cEODtTC SUHVEY (NGC) I.M.M. MEM MLwE MUMIGNING F3 TREE ¢ BARD LGN! !MATCH LINE (SHEET C3.4) im-1 L IN THEY FLANS FROM ME ACRAL MEW CMOMI ME CONTRACTOR SHALL USSR MI (ONE) SOTNME UNLESS til CSN LOT 47 HOMEY ME ENGINEER IMMEDIATELY. 8. PROVIDE POSITYE DNIHAY NIMWi PONDING, IN ALL AREAS. AFTER NORD, ELEVATOS MOM HEREON ARE+ PtlNER WE GIRL I INSTAWTM. CONTRACTOR TO ZEST FOR, AND CORRECT, IF SHY, STAGING BASED UPM SAID OPUS SILT. ANO APE M THE 4 ME EXCAYATJYG CMTRAOTOR MUST TAKE PARTWLIR CARE WEN WATER CMEX. He05 NMM MORGAN WINE OL DAMN MAYOM). PORE ® DRNWLE MVIHL#E °''^ - f Vspa rv�wtq.l IXWVATNG IN AMID AROUND MOSONG UTUTT ONES AND EQUIPMENT VERIFY COl£R REWIREIAENIS M UTILITY CMIRACNP'S ANSI UTLtt LOMPgHIES S. ALL PROPOSED SPOT MI ARE ME FlNK PAVEMENT AND FINAL MADE FOP OF HW BONNET BOT OF A BRE HYDRANT LANG ME E SEE HE ON. STREET APPROX ® SANITARY MANHOLE ® TRAPPE HANCHOM SCALE: i-=40' t'm'm' 10fJO1) SNR. STIR [UB PO1flV11AL UTILITY ID AS NOT TO CAUSE DAMAGE. El£VATMS. H00' SIMM Cf 9tlM SIFEET. -- J0 iR781ME I b CANFLGT CONTRACTOR SHALL NOTIFY ALL UTLTT CONAMES Y2 NWRS BEFORE 10. SEE APPROPRIATE DUALS i0 DETERMINE 41BCFADE f3EVATMS BELOW AIN REM DID, Z2,04 s4 Q OCIT MOM ED MANSFDANER Sr? L r CMSMUCTM 5 M Sita T. M MET IF MY BUBBLE ARE PRESENT M VFRIFlCATONS MpN) SHALL BE MAGE BY ME FINISH GRADE ELEVATORS NDICAMI Wl .. 01I SM SCE COHC HP BAY ON SW ® WATER uEIFA 1E ELECTRIC METER BUx CORNER 88N STREET AND Y25lFlELD BgiLEVARO. ONE LMAIIOHi O NL EMBMG UNORCRdINO UTUIRS -�- -- m "`)'y'b •. _ _ L -STORM 41E ALL (Iota1M, aM mtl APPROMBAM JTLT CMPANES VNEN EXCAVATING AROUND OR OVER TL ALL BMW Y8d MA BNOE AND INSTAILATM MAL_ CONFORM TO LOCAL ® BUSH DO TELEPHONE NAMO E MOM M MS PVH NF BA40 UPON ABOW MOONS ENCGIC£ (Musing. W I noL II iu ..A X, XBAB I STi.I-LINE •BY Ivmwan) - STIR PC EXISTING UBLITES. ME CONTRACTOR MUST NOTIFY TIE JTUIY COMPANY SO $iANDNRDS. gSLiaY } iY N =) MEP. ons mute mole upm IM1e wntl V Mae T IND &"-- OMEN -1R: 780. 75 1 A REPM TATt2 OF M.\T UTUTf COMPANY CAH Y PRESENT TO INSTRUCT AND004RVE BURNS ELN'TMOOON. 12 INWRfl pi %PE WT.E1S ARE GIVEN AT MO Of %PE ENI YCTM. OIT -X- M A B]IYNET OOT BRE HYDRANT HE A WATER VALVE GOPHER 96tF STREET ANO MPPIE DRIVE 0 CLEAN WT ARF. WECO AME IN BAR RE. MER- MAY A(OR RE +W y UATH UXNRMIpINI BHJTE5 FOR SHIM TOE IB M] w. F^^e^I H STORM 91R ¢3 ® UD g AW CONEmONCR MOVE BOARD ENEENHE M FOR WWII NC ABOVE CRAXD EON¢ COAs OREMBEC, BBE EXACT LOOATDNS OF SMV STM -UNE "B' Ii TR: 761.60 NOF. 'r G0' CONE ° EGAN PIPEEYYBDUG HIMM A1AND M.H. S HAUL SE NRREI BY LOT $y 1. WATER. TFIFPH ME RO AND CAS P( STUMP ME CMTRAGTR MEN R, MY AND ALL ONSIMWEo1L ® r lm y CCO GCABLE00TH SERVICES MFR SH NCE R OC PROPOSED STORM SEWTR SHALL BE RELOCATOR OR AS CONTRACTOR SHALL NO_: REJEEIT N SHEET C3.8 FOR STORM STRUC'NRE 1-800-,- T82T5544 POIENTAL UTUIY ) -INDIANA UNDERGROUND - CCNNCT +` rz PE _ _ LOOMDERSE 00TH ME LOCAL UTILITY COORDINATE MHTH ALL SANITARY 2 ALL SANITgRA LCROBSE LOCATIONS AND pATA PROPOSED o LEGEND SIMM YVHR uAHHOH£ Old _ + r m+.� 1 d -rmne AT CROSSINGS ME APFRO%IMAIE YARD GRAIN COM AM COM AMR $HA0. FlEID VERIFY LOCATOR TRACTOR SHALL PROTECT AND NOT Ll TROT THE PROPERTY CORNER MONUMENTS - AND INVERT E MONS OF ALL SANITARY ING UCTCN STMN YMR TpPF LATERALS PRIM TO ED MENUNG LMSTRUCTOx. CMMACTOR SHALL NOTIFY [2N�A� ENGINEER ABOUT HIS FINDINGS. IF iB" MINIMUM CF LATERAL ANR STORM SEWER 0 IRO VERIFY LOCATOR, 512E ANDSEPARATOR TNC MUTES PMM lilBTRUCNRALCAN NOT BE ACHIEVED. A CONCRETE .AME 2 MEY CMSTRULTON. CONTACT m M RAISING/LONIItING MAT BE REDLINED. 1l1 INERIATON LXUCI fl LO r-- vo CONMACTON FHAII COORONATE Al MURK j ��' ® Z. j 't LOT 4e WM CTAT TPMYM IP flEGICPIAL WAS1E WSIRICT ANO CITY of CAPMEL IAT 34 POOTTEENI UTILITY - of F ~9 '° M ® B _ I ¢ iPs �P .✓ p \.� 9 r,. µ Kiwi a T .,oa ,n°` r^• " '" ;na 1RV V_ t` r I (ooz.m%n) :" � '& ^'' ,8c a syp 61 IFR OI PaT --•i ',.-A°t'. z�N`"'\� \\",Hama god 12�tm„T B-, 0, I STORM , 0p . STIA LINE 6XTR:7BO. t4rm gym) I g.OG#5 RME I,H v ' v • n°m.) ,a n„ '° rr -� __. _ a _ -�- _ _ 00 <.°m •P -" i SB+OD -Mt; 75]+00 w�p4 •b 'y�' S POTENTIAL UIIUTY'i w °°°CINiNCT -.55+00 -_ t �0 R :q^ u aAl ,A- (va.) II rta-...e R tm-)i y ._\24-e Grvw 1O T'T - t -,x. f ) - �:(Ha 3 i' �� E _)� ,e ;qi R,+^ t° --+ •¢1-. a� _T tame) eAr•WS Qy <"•`o -e. .�rmi « F W B. '� I g 3 m" lE t - m Mm /�.mx st.... \ - ,s c �"�. ;C ; "' $° ^<1w1 TLP 1"'P +ca ., ` r +u ta°N �R R +p, nii ,+�" I'm --tea STORM SHR /lOC w°a)-�_, x arse a� , SIiP b r+ 1 ,O' T' LOT v '- ___ _ , STORM SHR �_ Di7 _ ;r'• ' 1 ?I TR:M.75 wTT4 aSTORM STIR: Lar Nam STORM SIR O9 ^ ¢ 1 OFFAi-N a °� IDT 34 g I mwnN STORM SHR i>a H 1� — - 1R_J61.M6 p Gi #11 Tk780.71 1RT/9.76 o r ® TR: 781.39 F 1 r STM -LINE •C• 7 M m m -'x wa" pm r STM-UNE'A' OL 1 g f POTENTIAL UIIETY ,�) W x OL G INTRN.N788 Ba 1 -- rvM r.��..a 1 Ir r ._-. ... � r CONFLICT �a � v Lm STM—LINE "B" SCALE: , --4G(11 I2) 1'=5' (PERT) a m c o _ _ m 795 795 rvo 3�(.:: a Znw a: ..,. H..w..z...m. ¢ 3 E -.. �m.m N ° E m, m'�x' rwir ° rc E e°• .. 790 A zzz _ mM m v ME m m z z z z 790 c �u a o x n ° o a v m m o ^_SIRUCNRAL a 765 JBS - REOU. _ STRUM L BI-_.REQI -_ _ TJ - - "- - - - - - sting9,owd .____..... _ -zz 780 _ _ 7 _ ___ _ _ 780 18" MIN. - B" MIN. -18" MIN. 775 775 �� 118 - ]JO -� ____ j. LOWERED E%ISTNG _ LOWERED EXISTING (6'ONCREIE CRADLE WATER LINE REO•D.) LOW£REO E%IS11NG_ _ WATER UNE LOWERED EXISTING T/D - - 1T" WATER MAIN I )WERED E%ISIING - (CONCRETE CRADLE- 6" SAN. LATERAL _ — - �- --GAS LINE (TOP.) REO•D.) _ (CONCRET m pvrnw. mwtmo _-_ _ CRADLE REDID.) _ _ 400 LF OF 36' A-2000 PVG 0 0.12% SLOPE 382 LF OF 36" A-2000 PVC 0 0.12% AOPE 204 OF CF 30" A-2000 PVC 0 0.12% SLOPE 785 _ _ _ 765 61 lF OG 38' A-2000 PVC LOWERED NS i 24" WATERR MAIN --� - -_- - JBD 760 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 55+00 59+00 60+00 61+00 QVIETIQ;(., r HORIZONTAL SCALE BRIDGE FILE WW&ccWTEp��°CC'''��; ENOm � a e TE' TT TL CITY OF (�'Al�l,/�+L� y TICAL SCALE DESIGNATION NO. E; Na MR FOR APPROVAL AP I =•- 19900549 :+_ DESIGN EN d EER OATS DESIGNED: AT dxaixM: PED. SURVEY Booty SHI LEETS C3.3 STORM SEWER SS�ONAEn�J�� CHECI(ED: AF CHECKED: AF PLAN & PROFILE CONTRACT PROJECT NO. 0-12 M RI k A 1. ALL WON( TO CCNFORM TO STATE AND LOCAL RE)D-AlONS. A. TRENdffS FOR ALL STORM GRAIN UNES SIVll BE BACNFlLIID CWPLEIELY ® STGPM REGAIN MANHOLE SIGN ® INLET 2 SITE GRADING SHALL NOT FRJCFm UNTIL EROSION CONTROL MEASURES HAW MTI LRANHAM MATERIAL IF ABI 5 FEET GP PANkENT. YARD BONN Y FIRE IINPMT ffi Fl£LTRIL CROSS ROX BEEN IXSTALLm. D ��R MAPPING TOPSOIL MATERIAL. %iMERIAL WIN A SODIUM MGMC1 BOLDER TO DETERMINE LOCATIONS C£ ANY PCCKEIR BE UNSIITAffi£ MATERIALm STORM YNER PIPE MVL&IX P'S' 1 ME CONTRACTOR SHALL NRIFY A¢ DIMENSIONS DERMAL AND HORIZONTAL) ME NECESSITY FCR SUBpWNS MD/Gs RESOVAL W MY UNSIRTABI£ M IERIAL WHIM ME PRCPoSED PAPONG ARM MLL BE R'.TEFUDIED AT ME m � MEE 0. YANGUGHi INV. FIELD PRIOR M STARTING CONSTRUCTION. ME CONTRACTOR SHALL BE RESPONSIBLE FOR NL FlEID DIMENSIONS IF PNY DISCREPANCIES PRE FOUND TIME OF CONSTRUCTOR. IT TV RTNCNRAL BACNFlLL + pGWER pplE ® CVRR M, IN MESE PUNS FROM ME AGTIAL RED CONDITIONS, ME CONTRACTOR SHALL NOT'! ME ENGINEERIMMEDU.TELY. N PRONOE PORITVE UNMADE MMWT FUNDING, IN A¢ AREA£ VIER 6 ISI 6 INSTAJATCN. CONTRACTOR TO TLST FOR AND CgMECi, S qNT, ST.... 9 I 11 - I PINE DRAINAGE MWHIX! 6 THE EXCAVATING CpIMACTOR MUST TAKE PARTWUR CARE WIDI WATER CONDITIONS. Nom. ® SWNPRt WWXOLE ® mAfTIL HANONNE EXCAVATING IN AND ARGUING EMNG UTUTY ONES AND EQUIPMENT VERIFY COVER REDUIREMFNTS BY UTILITY O]NIRACIWi'S AND/OR UMITY COMPANIES G. KL PROPOSED SPoT EI£VATIXE ORE ME I1NAL PAW.IENi AND FINAL GRADE REFQt l➢ INVENT C18 FOR S1g2M STRUCTURE I$ I I GO AS NOT M CAUSE DAMAGE. ELEVATIONS DATA tiAIE: 1'=q0' P MDHT PoIE ® iftU15FORMFR 5. ME C[NMALRM STNL HOMY All UIMTY COMPANIES 72 HOURS BEFORE 10. SEE APPROPRIATE DETMS M DE'TERNME SUBOUGE UEVAIGNS BEDS 780 ® WATER METER 0 E£CIRID ..R QU% COISTROCUOR 6 W STMT, TO VERIFY IF ANY OTUTES ARE PRESENT ON FINISH GRADE EEVATCNS INDICATED. AS__ ® RVSH O '..H. MAVHGLE SITE. ALL VePoDCATIONS (IrcWandan, Nm tl depth ) SHNL BE MADE BY ME APFROPRNIE MILEY COMPANIES NO E%CAWTNG MOUND OR OVER 11. ALL STORM SEMEN MATERIALS ANO IHSTALAT[N STALL WNFCRM K TO LOC M WATER VALVE ® CLEAN OGT EXISTING UUMES, ME WNlEUC1LR MUSE NDNFY ME MATY COMPANY SD STANDARDS. 710 existing gos line pproximctD location (TO BE RELOCATED) _ __ _ 18" MIN. LOWERED PROPOSED RELOCATED WATER GAS t1NE A REPRESENTATIVE CF MAT GROW COMPANY CAN BE PREEI TO INSMx.CT 770 ® UO E3 NR CONGRIONER R AND OBSERVE WRING CONSTRUCTOR. f2 INVERTS AT PIPE WTIEIS ARE OVEN AT END C£ PIPE ETD BECTON. 765 24 OF OF 15" RCP O 1.00% SLOPE E- GUY WIRE o STMO PIPE T'( ENMP e t I a POTENTIAL UTILITY T.. q CONFLICT POIENTAL UTILITY I POTENTIAL UTILITY 99 CONRIGI' CONNCT 7 99 Is R STORM SIR 42B 4e S. g { i�3 Is C TR: ]80.20 xT�l•, i �'� i 9 ! ¢ 3I f STM -UNE -9' Ii BL _ I j ;i;� I q' STERN STIR /1 I STORM STIR T, g 4a / I�u " ; y�� T 'g _� TR: 781.49 _r ITR 7781 :3 Z P4'R" VMR-� Ev G T' "V °2.:g I t 1 i Y l ® £ • f '..z vSTORM SVR /2 'L f'al'N'A y E � "'w _ LV- I ? q CONF1 TICTL UTILITY _ a 207 s iR:78 L� a9 i TBO.60 flzc Ips 13 m _ m o �' n.w;;..n 3 yyl�Zzza J95 Vi6 IT TV 790 se �h�.? —-'Zzz—o 6 ISI 6 9 I 11 - I A A N .mi I IJ I I$ I I STRUCTURAL 'BACKFILL REO'D. existing ground tiAIE: 1'=q0' 780 STM—LINE "B" 61+00 62+00 63+00 64+00 55+00 66+00 19900549 STATE O XI 6ENCX INEDBILUMN SOME, ME VERTICIL LOCATOR DATA 9i0'ANFON THIS r SURVEY IS BASES UPON A PCSITOIN. Sq.UTg1 DE SMED FROM GLOBAL PDSTMING SYSIEN(WE OB4AVAGONS PROCESSED BY NATIONAL GEWIDC SIRVEY(NGB) URUZNG THBR ONUKE P09TOMNG USW SFRNCE(OPUS) SOETAME. ON= GMFAMS£ NOTED I EIEVaUGNG SHUN HEREON ARE BASED WON MOPUS SOLUTION ANO ASE ON ME 1808 NdIM AM¢tlCAN IENTCAL DATUM (NAVI . OP NW BONNET BOAX BE A ME HYDRANT KCMG ME E SHE M MCO. STIFFER MPRO% MY SWM W GBNI STREET. AW,SU 1 EIEY�L.34 CUT WARF GH SW SIGN WHO EP BAS: ON SW CCEMBR 96TH ST3Ff AND N£SME1D BOUI£VARO. "'L1AN"D CIO'%' W S BONNET BOLT ONE HYDRANT NE CGMEB %N SIRI AND MMIE lxk E NOIIi: 1, COMPACTOR SHALL PROTECT ME NOT DESTROY ME PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2 CONTRACTOR W VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTUTI6 PRIOR TO COMMENCING ANY CON53RUCTCN. CONTACT ENGINEER IF VARIATION EXISTS. *SI av pp� r STM -UNE 4Pa w^ -STORM STIR /8 STTEGM STIR #7B ,, 'A b �V'57 SWALE 00.5%MIN. SLOPE INV:798.90 RCPT£: 1'=W STM—LINE "C' 10+00 11+00 12+00 ,W�a �ITY OF CARMEL DAIS STORM SEWER IF PLAN &PROFILE 6 1 -SONO FA 82B¢5544 - INDIANA UNDERGROUND - Is 795 m _ m o �' n.w;;..n 3 yyl�Zzza J95 790 790 se �h�.? —-'Zzz—o 785 788 STRUCTURAL 'BACKFILL REO'D. existing ground 780 780 AS__ _ -�-- ____ ____.___ _—____ ____ ______ -- p5 710 existing gos line pproximctD location (TO BE RELOCATED) _ __ _ 18" MIN. LOWERED PROPOSED RELOCATED WATER GAS t1NE E)GSTNG LINE (TYP.) 770 161 LF OF 24" RCP O 0.20% SLOPE 765 24 OF OF 15" RCP O 1.00% SLOPE 765 Is '11 760 760 10+00 11+00 12+00 ,W�a �ITY OF CARMEL DAIS STORM SEWER IF PLAN &PROFILE 6 1 -SONO FA 82B¢5544 - INDIANA UNDERGROUND - SIR #4 4123 LF OF V -BOTTOM ti 52- iAe SAVALEM0 0.59. MIN. SL PIE i 11, r _HT -i °w sal e'E_ STORM STR ig E6 � I INV:A9.00 EG I SCALE : V=40' STM -LINE D 795 LOTS GERIDE 1. ALL MORK To CONFORM TO STATE AND LOCAL REGULATIONS. 6, TRENCHES FOR NL STORM GRAIN OHM SHALL BE BACXHUED COMR2IELY 2 SITE GRADING SHALL NOT PROCEED UNTIL EROSION CCMRtt MEASURES HAVE YEN MANNL R MAT@IAL IF INULIN 5 FEET OF PA4EMI BEEN INSTALLED- 7 AMR STRIPPING TOPSOIL MAIERI PROOFROLL MENT A MEDIUM MOST HOMER TO DETERMINE LOCATIONS OF ANY PNrETE OF UNSURA&E MATERIAL S ME CGNDiACTCR SHALL VERIFY ALL DIMENSIONS LVFATCAL AND HORIZONTAL) THE NECESSITY FOR "WINS ANO/OR REMOVAL OF IVY UNSUITABLE IN THE FEET PRIM TO STARPNG CONSTRUCTION. THE CONTRACTOR DULL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS IF ANY DISCREPANCIES ARE FOUND MATERIAL M1NIN THE PROPOSES PARKINS AREAS PLL BE DETERMINED AT TIE TIME OF CGISTRUCRON. IN MESE PUNS FROM THE ACTUAL FIELD CONDITIONS, TIE CONTRACTOR SHALL TIE FNONEER IMMEDIATELY. R PROVIDE POSITIVE CRNNACE "OUT FCNORYC, W Alt AREAi AMRHOTFY KISTALATGM CONTRACTOR TO TEST FOR. AND CORRECT, IF ANY, STAMM 4 THE EXCAVATING CONTRACTOR MUST TAKE FAATWUT CARE MEN WATER CONDITIONS. EXCAVATING IN AND AROUND EARLOS STOW ONES AND EQUIPMENT. VERIFY COVED REWMEMENTS BY UTILITY GERMAGERS ANO/OR UTUTY COMPANIES 9. All PROPOSED SPOT ELEVATORS ARE TIE NNµ PAVEMENT AND FINAL MADE 50 AS NOT TO CAUSE DAMAGE. U£VATIONS. 5. ME COITRACTOt SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE IS. SEE APPROPRIATE MASS TO DETERMINE SUBGROUP EIFVATONS SUM CONSTRUETON IS TO STMT, TO MIFY IF ANY UTMTES ARE PRESENT OR MISS MADE ELEVATORS INGESTED. SIZE ALL VERIFICATGNS (keolim, ave end dWth ) SHALL BE MADE BY TIE 780 APPROPRIATE UTILITY COMPANIES 'MIEN EXCAVATING AROUND M OVER ERSTNG UTILITIES, ME CONTRACTOR MUST NOSEY TRE UTUTV COMPANY SO 11. All 1. SERER MATERIALS AND INSTAIIATOd SHALL INCOMES TO OEM STANDARDS. A REESESENTATK OF MAT UTUTY COMPANY CAN BE PRE4NT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. I4 IN4FR15 AT PIPE WItEIB ARE GIVER AT ENDOF PIPE ENO SECTION. _ ® WATER MMN existing STRUCTURAL ground BACKFILL REOb. no 750 0 TELEPHONE MANHOLE 780 LOT v - _ st.ma0 ® 0. OIL 1. CONTRACTOR SHALL PROTECT AND NOT 765 `I, S1URM STIR #7_ 771 DESTROY ME PROPERTY CORNER MONUMENTS OSTRUCTION CONSTRUCTION n5 H GW CORE o STAOn PIPE 768 IAT TRO81.18 pI STUMP + _ STORM STIR DEPTH OF EXISTING UTILITIES PRIER To 760 no 1R:7Bi.39 _„ nT no wls9' Ove nllan EctIon or n oPP�x la s I I 765 a- P STORM STIR #103 III , 1 21 Ia�1 760 US . INN798.90 o g 11� 3'IZ LOT 51 1—, STORM STT 015 1R:7n'OD rcii Dw Kg I z 1 Ed REMOVE AND REPLACE S 1m"1 wawa m' is 24 LF OF 12" CMPL, sz PITY yy MATH 12" FOR 16A(bW AND REPLAEST CE >as 8g 6R 24 LF OF 12- CUP iSTORM 31' STIR 9s #1,2- M91HL 12' RCP '�L'-ie w NV.'799.02 STORM SRR #6 1 9vT J mm EV®g TIC781.39 1.4.1 j P` /)' STORM SRR 101 ay o n IN N.779.TI p ED �� p :1u' SIR #4 4123 LF OF V -BOTTOM ti 52- iAe SAVALEM0 0.59. MIN. SL PIE i 11, r _HT -i °w sal e'E_ STORM STR ig E6 � I INV:A9.00 EG I SCALE : V=40' STM -LINE D 795 LOTS V 785 EXISTING FFGF"ND 4 SIGN 1 1 m -m m G}M-EFF �yem 790 790 �z In i�zzz POST x 790 785 TEFF ¢ YMO I. J65 STRUCTURAL pACY31LL + PoW£R P01£ ® LVRR INI£T 760 785 - PINE 785 780 ® SAN. M41NOF 0 TWFIC HANI PROPOSED_ existing GROUND ound TO LGM PM£ 9 TRAERFORMER _ ® WATER MMN existing STRUCTURAL ground BACKFILL REOb. no 750 0 TELEPHONE MANHOLE 780 M WATER VALVE ® 0. OIL 1. CONTRACTOR SHALL PROTECT AND NOT 765 O UO 771 DESTROY ME PROPERTY CORNER MONUMENTS OSTRUCTION CONSTRUCTION n5 H GW CORE o STAOn PIPE 768 pI STUMP Z. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIER To 760 no 760 no wls9' Ove nllan EctIon or n oPP�x la 155 765 49 LF OF 15" RCP 6 0.75% SLOPE 765 750 760 US b"'i 11� 760 760 30+00 NOTE; 1. WATER, TELEPHONE, CABLE, ELECTRIC AND GAS SERVICES CONFLICTING 'MTI RTE PROPOSED STOOD SEWER SHALL BE RELOCATED OR LOWERED AS NEEDED. CONTRACTOR SHALL COORDINATE WITH TIE LOCAL UTIUTY PROVIDERS. 2. ALL SANITARY LATERAL LOCATIONS AND ELEVATIONS AT CROSSINGS ARE APPROXIMATE. CUNTRACIgR SHALL FIELDVERIFYLOCATION AND INVERT ELEVATIONS OF ALL SANITARY LAT RADS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER ABOUT HIS FINDINGS. IF 1B' MINIMUM SEPARATION OF LATERAL AND SIMON SEVER CAN NOT BE ACHIEt£D, A CONCRETE CRADLE OR RAISING/LO'MFING MAY BE REQUIRED. CCNTRACTM SHACOORpNATE ALL NGRK MMYTHCUT TORNGSLL REGIONAL WASTE DISTRICT AND CITU OF CARMEL I STORM SIR I INN775.05 I I 795 STM -LINE Al 795 LOTS Q z z 0I PROPOSED LEGEND E) BTGRN SEWER M.F. EXISTING FFGF"ND 4 SIGN ® IN. O YARD DR. Y FINE MORiM }$ F.U:Ms CROCE WX OURM BEN£N PIPE ® NNIIROX POST x 790 785 TEFF ¢ YMO I. J65 STRUCTURAL pACY31LL + PoW£R P01£ ® LVRR INI£T 760 780 - PINE 0 DRAINAGE MMMIWIF 780 ® SAN. M41NOF 0 TWFIC HANI PROPOSED_ existing GROUND ound TO LGM PM£ 9 TRAERFORMER _ ® WATER MMN p .. METER BOX no ® GOES 0 TELEPHONE MANHOLE M WATER VALVE ® 0. OIL 1. CONTRACTOR SHALL PROTECT AND NOT 765 O UO ® AIR CONGILIONER DESTROY ME PROPERTY CORNER MONUMENTS OSTRUCTION CONSTRUCTION - H GW CORE o STAOn PIPE 768 pI STUMP Z. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIER To 760 765 760 U COMMENCING ANY CONSTRUCTION. CONTACT 155 ENGINEER IF VARIATION EXISTS. 55 750 760 US b"'i 11� a �AASB1 `a�On 1—, STORM STT 015 1R:7n'OD 795 STM -LINE Al 795 LOTS Q z z 0I (a-mxx-YYY__ n Na ¢�� n 785 FZ S > oFr"»> y�-z m�-z z z.' --- To RM STIR 11148 — I x 790 785 a I I se aNn Na nn No is 79p J65 TO 80 � 760 780 W O50% SLOPE 780 n5 PROPOSED_ existing GROUND ound n5pr _ _STRUCTURAL BACKFILL REO'D. 1 7]D no .Rating 8" vcP noit 775 an n5 765 765 I 12 LF OF 12" RCP 765 - no 768 60 785 760 765 760 10+00 F No.` 199110.949 STME a STORM SIR 1158 - X ' " -- _TR: 775.64 - S•' - t v } 4 l a`IIg 96th STRE STM -LINE A2 ROBSEEIS SIL ME VERTICAL LOCATION DATA SHOGN ORTHIS Rt SURYEY IS BASED UPON A PoLTIM. SOCAM. OQOYED FROM GLOBAL PGGTOMNO SYSTEM (CPS) OBSERVATIONS MiO£58D BY NATIONAL GOODEDC SURVEY(NGS) BURRING TIER GRON PTIONING uSFR SEANCE (OPUS) SOFM.. Dal. ODNEA'MSE NOTED ELEVATIONS 91PMN MNEM ARE BASED UPON SAID OPUS SOUTOI ARG 4E ON THE 1900 BOOM AMERICAN VERTICAL DATUM HAODUS TCP OF NW BONNET BOT OF A VIRE HYDRANT "No ME E WE OT UNCa.N STREET APPROx 100IDIIM OF ISM STREET. Be Me 1 WT COUARE Ol SN SIOU CONo IP EASE ON Bep 4 CORNEA AG6U EIRFET AND NE5I . B. ABU. ASLTSAd ELV _ ita ]u GO r x ON S MONEY BOT EIRE HOORANT ME CONES Bid MEET ANO MAPLE GROVE. LOTS Q z z 0I (a-mxx-YYY__ n Na ¢�� n 785 FZ S > oFr"»> y�-z m�-z z z.' --- To RM STIR 11148 — R: n6.33 x LOt'4 STM -UNE •A3•- iNa-ai 780 W O50% SLOPE 780 n5 no JJS n0 1 7]D -existing ground .Rating 8" vcP 775 an n5 765 10+00 F No.` 199110.949 STME a STORM SIR 1158 - X ' " -- _TR: 775.64 - S•' - t v } 4 l a`IIg 96th STRE STM -LINE A2 ROBSEEIS SIL ME VERTICAL LOCATION DATA SHOGN ORTHIS Rt SURYEY IS BASED UPON A PoLTIM. SOCAM. OQOYED FROM GLOBAL PGGTOMNO SYSTEM (CPS) OBSERVATIONS MiO£58D BY NATIONAL GOODEDC SURVEY(NGS) BURRING TIER GRON PTIONING uSFR SEANCE (OPUS) SOFM.. Dal. ODNEA'MSE NOTED ELEVATIONS 91PMN MNEM ARE BASED UPON SAID OPUS SOUTOI ARG 4E ON THE 1900 BOOM AMERICAN VERTICAL DATUM HAODUS TCP OF NW BONNET BOT OF A VIRE HYDRANT "No ME E WE OT UNCa.N STREET APPROx 100IDIIM OF ISM STREET. Be Me 1 WT COUARE Ol SN SIOU CONo IP EASE ON Bep 4 CORNEA AG6U EIRFET AND NE5I . B. ABU. ASLTSAd ELV _ ita ]u GO r x ON S MONEY BOT EIRE HOORANT ME CONES Bid MEET ANO MAPLE GROVE. JBO LOTS Q z z 0I (a-mxx-YYY__ n Na ¢�� n 785 FZ S > oFr"»> y�-z m�-z z z.' --- To RM STIR 11148 — R: n6.33 x LOt'4 STM -UNE •A3•- iNa-ai JBO SAF-u,oap.jj�I _odz_w Q z z 0I J90 n Na ¢�� n 785 FZ S > oFr"»> y�-z m�-z z z.' 785 780 760 780 n5 no JJS n0 1 7]D -existing ground .Rating 8" vcP 775 STRUCTURAL BACKFILL REO'D. n5 765 - — -23 'S OF 12" RCP-` ------ —00 50% SLOPE — ]70 - no 768 60 785 15 LF OF 12" RCP 0 0.50% SLOPE 765 155 55 750 760 755 755 10+00 CITY OF CARMEL STORM SEWER PLAN & PROFILE D' na ea SCALE 1'eA0' 11ff��W .-OM CM MC 1-8^0.,0-302-55544 _INDIANA UNDERGROUND ND1E REFER TO SHEET C3.8 FOR STORM STRUCTURE DATA ,STORM STT #14 TICS 8.76 4 y�r.16° .,TORM STIR #146T -POTENTAL U11LFEY CONFUCT — STM -LINE A3 790 JBS SAF-u,oap.jj�I _odz_w Q j —Bit - DE nn E ^- _ n Na ¢�� 1 r4 ¢ z 790 705 780 780 n5 _ sling = ,ground _ 611TU6NRAL _ BACKFILL REO'0. JJS n0 1 7]D .Rating 8" vcP 763 13 LF OF 12" RCP ...... ® 0.75% SLOPE 765 - — -23 'S OF 12" RCP-` ------ —00 50% SLOPE — I _- 768 60 155 55 10+00 11+00 LOT 5 PROPOSED LEGEND 1. ALL WORN iO C¢SdiN TO STATE AND =AL WEER ATCNS, e. TROMMES FOR ALL STORM MAIN UNES SI DE SAC%RIIID COMPLETELY o STORM 5£µ4F MANXOIE 2 SIZE GRADING WALL NOT PROCEED UNTIL EROSION OMPUL MEASURES HAVE MTX IAPHULPR MATERIN. IF MTNIN 5 FEET OF PA`2YFNT. BEEN INSTALLED. ]. AFTER MRSPPWG TOPSBL MATERIAL. PRW ARO L SIM A MEDIUM MINT 0 YARD DRAIN ROTTEN TO DETERMINE LOCATIONS OF MY POCKETS OF UNSUTASIE MATERIA_ N. SERER PIPE 1 THE CONTACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HCfl12gRAL) ME NECESSITY FOR SIBORAINS THD/OR REMOVAL OF MY UNSNTAB E IN ME M. PRIOR TO STARTING CONSTRUCTION. ME CONTRACTOR GRA -1 BE MATERIAL MAIN On PROPOSED PAROXG AREAS WI BE DETRAINED AT ME RESPONSIBLE PM .LLL FUJI DIMENSIONS. IF MY DISCREPANCIES ARE FOUND TWE OF CIXiSIRC... IN MESE MANS FROM ME ACTUAL FIELD CONDITION$ ME CONTRACTOR SHALL SIRUCNRAL BACKFILL NOTIFY ME ENGINEER IMMEDIATEL, I PRUDE P0911VE DRANME MINWT PONDING, IN Nl AREAS. AFTER INSTALLATION. CONTRACTOR TO TEST FON, AND CORRIN!, T ANY, BTANMNO 4 ME IDCAVARNG CONTRACTOR MUST TARS PARTICULAR CARE WREN WATER CONDITIONS E%CAVARNG IN ANO ARGUING EASING UTILITY UNES AND EQUIPMENT VERIFY CONR REQUIREMENTS BY UTU1T CCNIRACIOR5 ANI UDMTY mMPAWES B. ALL PROPOSED SPOT ELEVATIONS ARE ME ANAL PAWWORT AND MAL (RADE SO AS NOT TB CAUSE DAMAGE ELEVATIONS 5. ME CONTRACTOR STALL NOTIFY ALL UMiTY COMPARES 72 HOURS BEFTNE 10. SEE APPRCPNIAM DETAILS TO DETERMINE SUBGRAOE EEVATGMS B60W CCNSMUCTON 5 TO START, M WMFY IF MY UTURES ARE PRESENT ON FINISH MAN FLEVATONS INDICATED. AME. All WENCATONS (I ... if,,, aMu W,d tlgM ) SMALL BE MADE BY ME APPROPRIATE MUT' COMPANIES. M@N E%GVATNG AROUND OR OWN T,. AL. SPURN SEMS MAIUUALS AND INNAUATIXI SHALL CONFORM TO LOCAL E)TSKNG UTUUM ME CON... MIST HOOFY THE URDTY COMPANY SO STANDARDS. A REFREM- ATYE OF THAT UTIUTY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. C. INVERTS AT PIPE OUTLETS ARE OWN AT END OF PIPE 00 YCTIXR. IIT RB 11q i�'AN-m�r.Iem b- i'�g 1 An...a. wr'mrm m PS e u `i I e LOT MB ij i I STM -ONE `A5" A.(mr^' -iml I li POTENTIAL UTILITY j" f SlM-ONE 'ASE' II ( STORM STIR g12B 10+' II CANNOT 1R:7J].53 0+3 STORM STR #133 LOT,M TR:nzoo jqf. �_ — __ _ _ .- IS� II . d+394+rA® POTENTIAL UTIurr f"a.�a`mu'"-- I: CONFLUCT '' STORM SIR $120 J Ma B LOT Dn M I TSToRmR:77 STIR p13D -- Rggl �2 1R: J7609 rtM LOT STORM_1R0.18 {/12 STORM STIR yla �4,.r,.N ��i i RI'Ia. VIII I � s� 1 z ^'F, STORM STIR #104 INV:]]8.45 2 I \I MSTORM STIR 5105 LOT v INN T/8.37 LOT:,, ® G.i , �.,�b "A, SCAM ,'=40' i= SCALE: 1'MD' 795 STM -LINE A4 795 795 STM -LINE A5 7M5 790 785DIl-z ml � nN �ri - ° _y perp`: �-£ In Ani 790 7B5 .DO -'- �.z ISIS ¢ YANG, MGM L'E TOWER PGF ® CURB INLET ' PINE ® MANAGE MA F.UE ® SANRMY MANHOLE RUFFLE HANMIOIE Q UGM PoLE ® 11UNSFORMER ® WATER METER m ELECTRIC METER BO% ® BUSK m ..ME MWXOIE ISO 0 GLEAM OUT 760 775 Msting - ,.Und __ STRUCTURAL WH BACKFILL REq'D. LD 775 ISO 770 780 no xisting ground RUCURAL "- ' AOr(FILL REgt). EXISTING N! N' Tcp 770 770 8" VCP 765 13 IF OF 12" RCP O 0.502 SLOPE 765 27 1FRCP- 0 0.502 SLOPE 765 770 760 60 E%ISIING e" VCP 765 _ 11 LF OF 12" RCP_ O 0.752 SLOPE 765 - 755 _ 10+00 11+00 790 mi +^..�_ -_N+mom ® INLET FN+a-� ^- z z z ___ E( ELLER S. OROS$ DOW 790 _ '165 .DO -'- �.z ISIS ¢ YANG, MGM L'E TOWER PGF ® CURB INLET ' PINE ® MANAGE MA F.UE ® SANRMY MANHOLE RUFFLE HANMIOIE Q UGM PoLE ® 11UNSFORMER ® WATER METER m ELECTRIC METER BO% ® BUSK m ..ME MWXOIE g. WATER VALVE 0 GLEAM OUT ® DO IS NR COMMONER F OW WIRE 0 STAND PIPE ISO 780 775 xisting ground RUCURAL "- ' AOr(FILL REgt). n5 N! N' Tcp 770 770 19 LF OF 12" RCP_ O 0.503 SHAPE 765 770 765 E%ISIING e" VCP 765 _ 11 LF OF 12" RCP_ O 0.752 SLOPE 765 - 760 _ 25 LL OF 12" RCP O 0.502 SLOPE 760 755 760 755 755 10+00 11+00 19900549 STATE W STM -ONE "S^`Y� RDA JJ .�• o POTENTIAL UTIuw. CONFLICT STOIRM SIR iFIB-- TR:781.39 \ STM -ONE POTENTIAL UTILITY CONFLICT TOWN INFP016➢OM lawo�uk THE WRTICPL LOCATION DATA GROWN ONTHIS S AWY IS BASEL UPON A POSITIONAL mWTON DE W) FROM GLOBAL P09TOMN0 Sv51ElA (WS) OBBRVATgME PROCESSED BY NATIONAL GEWEM .Y (NGS) UTILIZING MRONLINE KINTOMNG USER Sli (OPUS) ENCORE. UNLESS OMPRMY HGTD. EIEVATCNS Ei REASON ARE EASED WON SAID OPUS 50.MGM AMD AAE OR ME IMM NORM AMERICAN WRMA- DATUM (NAWMU. TOP OF NW BONNET BOLT OF A TME HYDRANT ALONG ME E SIDE OF LPTCCUM SASH APPNO% ICY SOUR OF MGM STREET. BSL BM, I CUT SOMME ON SW SIDE CONN IP BAY ON ON COMES N. EMET AND NES1FlEm BWIFYAFD. ASLTBM_a "0'- ry- 7B CUT'%- OR S BONNET MILT HIM NMANR NE CORNER MIND STREET AND MAPLE DUMB. POTENTIAL CONFLCT STM -LINE SONE 1'=SIC STM -LINE B1 790 EXISTING LEGEND — SCAN ® INLET Y NNE HY➢PNR E( ELLER S. OROS$ DOW MNL80% • PD•i'i {m� Vit THEE ¢ YANG, MGM L'E TOWER PGF ® CURB INLET ' PINE ® MANAGE MA F.UE ® SANRMY MANHOLE RUFFLE HANMIOIE Q UGM PoLE ® 11UNSFORMER ® WATER METER m ELECTRIC METER BO% ® BUSK m ..ME MWXOIE g. WATER VALVE 0 GLEAM OUT ® DO IS NR COMMONER F OW WIRE 0 STAND PIPE STM -ONE "S^`Y� RDA JJ .�• o POTENTIAL UTIuw. CONFLICT STOIRM SIR iFIB-- TR:781.39 \ STM -ONE POTENTIAL UTILITY CONFLICT TOWN INFP016➢OM lawo�uk THE WRTICPL LOCATION DATA GROWN ONTHIS S AWY IS BASEL UPON A POSITIONAL mWTON DE W) FROM GLOBAL P09TOMN0 Sv51ElA (WS) OBBRVATgME PROCESSED BY NATIONAL GEWEM .Y (NGS) UTILIZING MRONLINE KINTOMNG USER Sli (OPUS) ENCORE. UNLESS OMPRMY HGTD. EIEVATCNS Ei REASON ARE EASED WON SAID OPUS 50.MGM AMD AAE OR ME IMM NORM AMERICAN WRMA- DATUM (NAWMU. TOP OF NW BONNET BOLT OF A TME HYDRANT ALONG ME E SIDE OF LPTCCUM SASH APPNO% ICY SOUR OF MGM STREET. BSL BM, I CUT SOMME ON SW SIDE CONN IP BAY ON ON COMES N. EMET AND NES1FlEm BWIFYAFD. ASLTBM_a "0'- ry- 7B CUT'%- OR S BONNET MILT HIM NMANR NE CORNER MIND STREET AND MAPLE DUMB. POTENTIAL CONFLCT STM -LINE SONE 1'=SIC STM -LINE B1 790 10+00 )AMENDEDi CO�Oj >•e/O CIT 1 OF 1iC1141VJ.liL APPROVAL I I r� �n2—� m22NN ZZZZ � z M � _ _ J85 Nom 7115 Z M GRED: AT DRAWN: PED STORM SEWER :KED: AF CHECKED: AF PLAN & PROFILE ]80 rypund ISO STRUCTURAL RACKFlLL REO'D. 775 775 N! N' Tcp 770 770 19 LF OF 12" RCP_ O 0.503 SHAPE 765 765 760 760 755 S5 0' 40' BV SCAfE 1'�W' 1-80M0-�2-5544 -INDIANA UNDERGROUND - um RDAETE TA TO SHEET C3.6 FOR STORM STRUCTURE NOTES. 1. CONTRACTOR SMALL PROTECT AND NOT DESTROY ME PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF E%ISTNG UTILITIES PRIOR TO CAMMFNCENG ANY CMSTRUCTCN. CONTACT ENGINEER IF VARIATION EASM. 10+00 )AMENDEDi CO�Oj >•e/O CIT 1 OF 1iC1141VJ.liL APPROVAL DESIGN ENC dEQi DATE GRED: AT DRAWN: PED STORM SEWER :KED: AF CHECKED: AF PLAN & PROFILE 0' 40' BV SCAfE 1'�W' 1-80M0-�2-5544 -INDIANA UNDERGROUND - um RDAETE TA TO SHEET C3.6 FOR STORM STRUCTURE NOTES. 1. CONTRACTOR SMALL PROTECT AND NOT DESTROY ME PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF E%ISTNG UTILITIES PRIOR TO CAMMFNCENG ANY CMSTRUCTCN. CONTACT ENGINEER IF VARIATION EASM. NSI E 1. WARE SEPV STOP LOWS ODOR PROV 2. ALL NDFe, 1. CONTRACTOR MALL PROTECT AND NOT DESTROY THE PROPIPM GOMM MONUMENTS DURING CONSTRUCTON 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILVES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION P_OM aNRA On[ ITY HOTS L ALL WORN RI CONFORM TO STATE AND LOCAL REGULATIONS. _ B. TRENCHES FOR ALL STCHM DUN ONES SINAL_ BE BACRFlLLEB COMPLETELY MIN SUNUUR MA1FPoAl P WITHIN 5 FEET OF PA4ENENT PROPOSED LEGEND E) STORM SEWER MANHUIE E%ISIING LEDEND 4 SIGN ® INLET 2. SITE GUMS SHALL NOT PRI%EEO UNTIL EROSION CONTROL MEASURES HANE BUN INETALLED. T. MOM MAPPING TOME MATERIAL, PAGOTI MTM A MEDIUM MGHT 0 TARO DRAIN Y i1NF. HTORWr 41 SUCK, ME, BO% � A ROLLER TO DEPURMME LOCAPONS OF NIT FAMETS WE UNSLRABLE HAPPEN, VORM, SEAR PIPE m MutHD% Posf 3. TIE CONTUPDGR SHALL VERIFY ALL DIVERSIONS (YRRCAL AND HORIEVONI L) ME NECESSITY MR SUBSIWNS ANDIOR REMOVAL OF MY UNSUTABU - 9.MN N. STgiM STR R11 , IN ME HELD PRIOR TO VMM10 WNSPGJCUOA. RLE CONTRACTOR SHALL BE MATERIAL WIMIN RLE PROPOSED PM NG MGM W31 BE DETERMINED AT MALE _ �a TREti � yAgp UOMT RESPONSIBLE FOR ALL MELD DIMENS MS. IF MY DISCREPANCIES ARE MAD IN THESE RLANS FROM TME ACRAL REM CGNMTgN% TIE CONTRACTMR SHALL TIME OF CONSTRUCTCN. STRUCTURAL BACNfTLL + PoW. Ed. PER CURB INET NOTIFY THE ENGINER IMMEDIATELY. S.MOTIVE PFONDE IAREAS. NSTNLATON.CCNTR MOTOR TD TRT FOR. AND CORI ECL, 6MY, S AIDING STN -UNE 'B' PIXC (IV DPNNME MANROU 4 ME E%C'AVATNG IXNTRACTGR MUST TACE PMROUI.AR CORE MOM WATER CONDITIONS. O` E%CAVATNG O AND MOUND EXEMNG UTILITY ONES MD EQUIPMENT . WFUR 760 ® SANRW MANHOLE ® MAFFC HANOMO£ COVER RUMMMENTS BY UTILITY CON RACTM'S ANDOOR WMAY O]MPMIES 9. NL PROPOSED SPOT ELEVATORS ARE ME FINAL PAVEMENT MD FINAL DRAW ]70 ]80 W AS NOT TO CAUSE DAMAGE. ETENATMS. P TO' PO¢ a TRANSFORMER S. ME CONDRACTR SHALL NOTIFY ALL UTILITY COMPANIES 72 BOOK BEFORE 10, SIE APPROPRIATE METALS TO DETERMINE SLBMADE ELEVATIONS BELOW 755 ® WATER METER 0 OEL RIC METER W% CUMPENCMN IS TO STMT TO WIPPY IF ANY UTUTER ME PRESENT ON FORM RADE ELEVATIONS INDICATED. /ry Bus m MOUPPENE NMXGIE SITE ALL WRIFlCATONS (Ixation, now and dVffi ) BALL BE MAGE BY ME MPRRPoAM UTUTY COMPANIES. WHEN ECCAVATNG MOUND R OVER 11• ELL STORM SEWER MATERIAS AND NSTAUATON WALL CONFORM TO _0004.IPARDON CU A, VCP GAS UNE UTUTFA, THE CONTRACTOR MOST NOTIFY ME UPUTY COMPANY s0 S ATEA ATA ® U. OVEMSTNO A REPRESSNATVE OF MAT UTUTY COMPANY CM BE PRESENT TO INSTRUCT ® E. 19 AND WSENOW DURING CORSTRUCTON. 12 INVESTS AT ME OUTER ME OMEN AT ENO OF PIPE END SLOUGH. aR COROIT.. 765 O 0.60% SLOPE F GUY WIRE a SUMO RPE 17 LF GF 1Y RCP an n SNAP 1 dl '�T •w h M, 790 STM LINE F1�e ]BS m 765 zJ � A 790 7W ns 'Bi. STORM STR #10 STM -LINE Y I I I�M:780.60 �oQr - 9.MN N. STgiM STR R11 , 1R:78127 41Re ]60.]1 RR _ STORM STR R10C y® ' TR: n9.]S STM -UNE 'A4' STR -1R:7BOi755 IN i�nm)wr 1 Q - ( STN -UNE 'B' 795 STM—LINE A6 790 m N N _ In m bpm AM no nwnui +. +r -n se�z zw-mf ,G�m'tH—aVv"-F�$.} _o .. R.zz zz-oa.:� }yYN *o-�FBF o^-n—"an ozzzz z m 790 O nn 765 ]BS m 765 oa..5-iou rn � A 790 7W ns 'Bi. $N'r Lar x TN.n- STM -LINE Y I I —y—ns �oQr - STORM STR p3RADx I' POTENTIAL UTUTY 1R:78127 780 _ 780 grround ground `STORM Ell STRUCTURAL BACKFILL REQ D. STR -1R:7BOi755 IN i�nm)wr TIS - n5 Lor BB 1 < b®) B O` WALE Y=4o' STM—LINE B2 760 Von.]80 ]70 ]80 n0 '- RACKFlLL RECD. 755 755 775 1 17 LF OF 12" RCP 785 1 765 -EXISTING LOMERED E%ISTNG A, VCP GAS UNE 77o no 760 760 25 LF OF 12' RCP 765 O 0.60% SLOPE 765 17 LF GF 1Y RCP an 55I 1 755 10+00 11+00 750L m N N _ In m bpm AM no nwnui +. +r -n se�z zw-mf ,G�m'tH—aVv"-F�$.} _o .. R.zz zz-oa.:� CIT A OF 1i111�WL 790 O nn 765 n~-�a,,, m STM -UNE *0' V � A 790 7W ns 'Bi. $N'r Lar x TN.n- STM -LINE Y I I —y—ns �oQr - STORM STR p3RADx I' POTENTIAL UTUTY 1R:78127 ' y CONFECT _ 765 `STORM 765 STR -1R:7BOi755 IN i�nm)wr n._v STORM STIR $3 3 ITO 781.80 Lor BB 1 < b®) B O` WALE Y=4o' STM—LINE B2 750L m N N _ In m bpm AM no nwnui +. +r -n se�z zw-mf ,G�m'tH—aVv"-F�$.} _o .. R.zz zz-oa.:� CIT A OF 1i111�WL 790 O nn 765 785 m N I n � A 790 7W ns xistin9 MI - _ground _ - - aan PProx9 bcatbnlO S RUGNRAL BACKFILL REC'0. --- - - 780 '�r(C l�xa —y—ns �oQr - +n� +rnFP� — Uo 770 ISTING —A. NU7 765 24 LF OF 12".RCP- 765 SLOPE _ _17 LF OF 12" RCP O 0.60% SLOPE 785 .. 2; an765 .»» U, Sn ]SO 760 Von.]80 ]80 RUCTURAL '- RACKFlLL RECD. 755 755 10+00 11+00 SL cME WARM LOCATOR DATA SHORN W THIS SURVEY IS BASED UPON A PGMGMAL SOLUTION .. FPO. CiWJl PONT.". SYSTEM (am) RSERVAMBS PROCESSED BY NA GU_ r£WETC SURVEY (NDB) UTMMNO THEIR IX#WE POSTONING USER SERVICE NORMS) SOFTWARE UNLESS OTHEAMSf NOTED. UUNATONS MOM HEREON ME BAST) UPON SUNG OPUS SUTTON AND ME ON TIE TOM NORTH AYEPoCM YTRTCAL DAN. (RANGES). TCP OF NW BONNET BOLT OF AFIRE HYDRANT ALONG ME E SIDE OF UNCON STREET APPRO% P. mUTH OF OSM STRIKE M ILLS , In - TB WT BWME R . SDE CCaG EP SAY ON SA CO ER BfiN SMELT AND WESTIEID BWIENARO. AS TNM H MEv = ne ze CUT '%" R S BONNET PUT ME HYDRANT BE CORNER OBN STREET AND MAPLE DOW. 0' SID' 9tl SCALE' T'-44' 1-800-382-5544 - INDIANA UNDERGROUND - RFFFR TU FLEET W.B FO2 SttMiM SMUCNRE `ii DATA K''wnan ,N .I STM -LINE W93' Lor a9 a I I STM -UNE 'BW M Lm 4e STORM STIR j2 _- bo f ` • An TR: 78207 �,„.� a POTENTIAL UTILITY— `"°"-^-•,)w eta ,--'M CCNFUGT STORM SNR 12C B { TONE JB0.60 q , STORM STIR iii80.20 h) YDr,B76 1 ® IDT W, (apc., pwm) 9 �& - (gym moral ___11111 .G� - mN SCALE: T•=4IY 795 STM—LINE B3 TMS 9VSTPM1dO 0..,_ N0. a 199(pBE IRECOIMMENDED �1 ` px/o}a/PMa/OI FOR APPROVAL w• CIT A OF 1i111�WL DESIGN ENG DALE SM rAvuaN dRO.M, ✓9,K""a, N DESIGNED: AT 790 m N I n � A 790 '�r(C l�xa �oQr - +n� +rnFP� — Uo �.� X7 ..__CPR,I�Mvvv �_w b� 785 .. 2; an765 .»» U, Sn —existing Von.]80 ]80 RUCTURAL '- RACKFlLL RECD. 8" MIN. 775 1 n5 -EXISTING LOMERED E%ISTNG A, VCP GAS UNE 77o no 25 LF OF 12' RCP 765 O 0.60% SLOPE 765 17 LF GF 1Y RCP O 1.25% SLOPE 760 760 755 755 9VSTPM1dO 0..,_ N0. a 199(pBE IRECOIMMENDED �1 ` px/o}a/PMa/OI FOR APPROVAL w• CIT A OF 1i111�WL DESIGN ENG DALE SM rAvuaN dRO.M, ✓9,K""a, N DESIGNED: AT DRAWN: PED STORM SEWER PLAN & PROFILE CHECKED: AF IMEMED. AF 10+00 11+00 ALT STM -LINE "A" scaLi-=UHID 21+00 22+00 23+00 24+00 25+00 26+00 `Na" 19900549 SIAM D AADTABN, CONNECTTO "ALL SPECIFIED CASTINGS ARE NEENAH CASTINGS. APPROVED EQUALS MAY BE SUBSTITUTED. •ALL CASTINGS SHALL READ "DUMP NO WASTE — DRAINS TO WATERWAY" ALL RED STORM SEWER SHALL BE CLASS III �- �M3RENCH INDARATOR E4EL�MJR TIE WiTGAL LOCATOR DATA SHORN M MIS RIR1fY 5 FARE. UP. A PORTIONAL SOUTON OEGMET PROM CLED& FOSTERING SYSTEM (CPS) GO:iTVATONS M0CMdM BY MAMMAL REDUCED SURVEY (NCE) UMLMO MINE OMME PMTTQNING USER BOB. (NUE) EMIWME UNLESS OTHERWISE NOTE, ELSOVIDE 15 S40NN GREEN ARE .A..1. SAID DFUR SOLUTION AND ARE CN TE 1009 M. ANFRICAN VERTICAL DAVM (X..). TCP OF NW BONNET BELT OF A BRE HYCRART ALONG TIE E 5®E OF UNCCIN $M ET APP •COX 1 W' SAGH OF 09TH STREET. d BMA CUT SQUARE OR SW WE CONE HP NAME ON SW CORNER GGN STREET AND BERR D BOULEVARD. SCI 'nM a CUT'f ON 9 BONNET BOLT FIRE HYDRANT BE CORNER 9BHM1 iTRE1T AND .API£ DWT£ GENERAL UTI TTY NOTES I. Al WI M CONFER. TO 1 ANO LOCAL REGULATORS. 2 97 GNMMG SHALL Na PROCEED UNTIL EROSION CONTROL .EARMNEG XAK BEEN INETALLED. S ME CONTRACTOR SHALL YEWFY ALL DIMUDION5 (VERDEAI. AND HORIZONTAL) IN THE FETID PRIM TO STARTING CONSTRUCTION. TRE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLO DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM TIE ACTUAL FIED CONDM.R, THE CCNGIAGNR SHALL NOTIFY THE EREBUS IMMEDIATELY. ♦ INE EXGVATNG CONTRACTOR MUST TAKE PARTOUTAR CAFE WIN EmAVATNG N AND AROUND OWING UTUTY UN6 AND Eaw.FM. MET, COVER REQUdM ENDS BY MUTY CONTRACTOR'S ANCIM UTUTY COUPANILS 50 AS NOT TO GAUSS DAMAGE 5. THE CONTRACTOR SHAH NOTIFY ALL UTUTY COMPANIES 11 HOORB BEFORE CONSTRUCTION IS TO START. TO VERIFY IF MY UTNTER ARE PRESENT ON SIT: ALL 4ERMRWONE (MmUm, sire and EepM) UP. III BY THE APPROPRIATE UTIUW W.PMI6 XHEN MAVARGO AROUW OR OYER ENSIiNG UTUMCU. THE CCNTRACTUR MUST NOTIFY RHE U1NTY COMPANY 50 A REFRffiNTATIE EL THAT UTILITY COMPANY CAN BE PRESENT TO OBSTRUCT AND OBSEUVE DURING CONSIRUCTCN. G. TRONCHES PER PL. -1.4 DRAIN LINES .. BE BACHF. COMPLETELY WM MAI MATFMAE IF WITHIN 5 FEET OF PAVEMENT. T. ATNN SIRPPING TWSOL MATERIAL PROOROl MTX A MODERN MIGHT RIXllR TO DETAMINE LOCATIONS OF MY POIXE15 D UNSUITABLE MAD RA - ME NECESSW FOR SUBpWNS MDIER REMOVAL OF MY UNSIITABLE MATERIAL MIG N TE PROP03D PANNING AREAS Wil BE DETERMINED AT ME TME OF CWHSTLUCRON. B PROM DE PORTIO£ DRAINAGE WT OUT PON SNG IN OLEOS. METER INSTM:ATIX{ CMTR'ACTOR M TEST FOR. AND CDREGT. IF ANY, SFANDING WATED C ... RNS A ALL PROPOSED $EDT FFJNATEUE ARE TIE MAL PAANBENT MD FOAL GRADE EEVATIOS. ID SEE APPROPRIATE DETAILS TO DETA.INE SLBGRADE ELEVATIONS MOM IRISH MADE £EVADERS INOICATM, 11. ALL SHCTM SEVER MATERIALS AND INGIAUATON SHALL CENF.RM TO U)CAL STMDAROS M BAVITS AT PpE CUT LLS AAE GIVEN AT END OF PIPE END SECTOR, CITY OF CARMEL ALTERNATE STORM SEWER PLAN & PROFILE EXISTING LEGEND SIGN ® INLET Y ERRE HYDRANT p ELECTRIC OF.. eox m .AAMC% PORT TRM ¢ YA90 UGRT Poa. POLE ® CURB In. PINE $ MI MANHOLE ® 59XRARY MPNT.-C ® TWJTC INHOHO!£ CC LIGHT POLE ® M,GMRmG NETER m ELECTRIC METER ROD Cy BU511 O 'YTMHONE MANHOLE M WRIER VALVE 0 CLEAN CUT ® UD IN AIR CONDITIONER H CD, WIPE o STAN. PIPE ROMP WEEK� ■■ t• A:�dva ��/_mil■ t•t■■■it• t•t■■�t�■ �loommos ■■■■■■■\ �tENEEMEN •t�tt■INEENEREEN�tENEMt•NONE MEN NONE INEENEE 00, 1561,10 1 MENNEN t�J��6�i3p��J•DV///G I/��/�� t• Imo■ a" OWNS gru INERNE SUED NEEN 112511rdw, 001 MEN UNION NEENEEN ��tk':':�9 �:�■9i9��///�///�/�/////j��'%/'/'. ■%iii Now • ■�■� ►% ■ tt<1 ■1 NONE■ MENU MI! WE PRIBRIBRI MEN SEEN =0 21+00 22+00 23+00 24+00 25+00 26+00 `Na" 19900549 SIAM D AADTABN, CONNECTTO "ALL SPECIFIED CASTINGS ARE NEENAH CASTINGS. APPROVED EQUALS MAY BE SUBSTITUTED. •ALL CASTINGS SHALL READ "DUMP NO WASTE — DRAINS TO WATERWAY" ALL RED STORM SEWER SHALL BE CLASS III �- �M3RENCH INDARATOR E4EL�MJR TIE WiTGAL LOCATOR DATA SHORN M MIS RIR1fY 5 FARE. UP. A PORTIONAL SOUTON OEGMET PROM CLED& FOSTERING SYSTEM (CPS) GO:iTVATONS M0CMdM BY MAMMAL REDUCED SURVEY (NCE) UMLMO MINE OMME PMTTQNING USER BOB. (NUE) EMIWME UNLESS OTHERWISE NOTE, ELSOVIDE 15 S40NN GREEN ARE .A..1. SAID DFUR SOLUTION AND ARE CN TE 1009 M. ANFRICAN VERTICAL DAVM (X..). TCP OF NW BONNET BELT OF A BRE HYCRART ALONG TIE E 5®E OF UNCCIN $M ET APP •COX 1 W' SAGH OF 09TH STREET. d BMA CUT SQUARE OR SW WE CONE HP NAME ON SW CORNER GGN STREET AND BERR D BOULEVARD. SCI 'nM a CUT'f ON 9 BONNET BOLT FIRE HYDRANT BE CORNER 9BHM1 iTRE1T AND .API£ DWT£ GENERAL UTI TTY NOTES I. Al WI M CONFER. TO 1 ANO LOCAL REGULATORS. 2 97 GNMMG SHALL Na PROCEED UNTIL EROSION CONTROL .EARMNEG XAK BEEN INETALLED. S ME CONTRACTOR SHALL YEWFY ALL DIMUDION5 (VERDEAI. AND HORIZONTAL) IN THE FETID PRIM TO STARTING CONSTRUCTION. TRE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLO DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM TIE ACTUAL FIED CONDM.R, THE CCNGIAGNR SHALL NOTIFY THE EREBUS IMMEDIATELY. ♦ INE EXGVATNG CONTRACTOR MUST TAKE PARTOUTAR CAFE WIN EmAVATNG N AND AROUND OWING UTUTY UN6 AND Eaw.FM. MET, COVER REQUdM ENDS BY MUTY CONTRACTOR'S ANCIM UTUTY COUPANILS 50 AS NOT TO GAUSS DAMAGE 5. THE CONTRACTOR SHAH NOTIFY ALL UTUTY COMPANIES 11 HOORB BEFORE CONSTRUCTION IS TO START. TO VERIFY IF MY UTNTER ARE PRESENT ON SIT: ALL 4ERMRWONE (MmUm, sire and EepM) UP. III BY THE APPROPRIATE UTIUW W.PMI6 XHEN MAVARGO AROUW OR OYER ENSIiNG UTUMCU. THE CCNTRACTUR MUST NOTIFY RHE U1NTY COMPANY 50 A REFRffiNTATIE EL THAT UTILITY COMPANY CAN BE PRESENT TO OBSTRUCT AND OBSEUVE DURING CONSIRUCTCN. G. TRONCHES PER PL. -1.4 DRAIN LINES .. BE BACHF. COMPLETELY WM MAI MATFMAE IF WITHIN 5 FEET OF PAVEMENT. T. ATNN SIRPPING TWSOL MATERIAL PROOROl MTX A MODERN MIGHT RIXllR TO DETAMINE LOCATIONS OF MY POIXE15 D UNSUITABLE MAD RA - ME NECESSW FOR SUBpWNS MDIER REMOVAL OF MY UNSIITABLE MATERIAL MIG N TE PROP03D PANNING AREAS Wil BE DETERMINED AT ME TME OF CWHSTLUCRON. B PROM DE PORTIO£ DRAINAGE WT OUT PON SNG IN OLEOS. METER INSTM:ATIX{ CMTR'ACTOR M TEST FOR. AND CDREGT. IF ANY, SFANDING WATED C ... RNS A ALL PROPOSED $EDT FFJNATEUE ARE TIE MAL PAANBENT MD FOAL GRADE EEVATIOS. ID SEE APPROPRIATE DETAILS TO DETA.INE SLBGRADE ELEVATIONS MOM IRISH MADE £EVADERS INOICATM, 11. ALL SHCTM SEVER MATERIALS AND INGIAUATON SHALL CENF.RM TO U)CAL STMDAROS M BAVITS AT PpE CUT LLS AAE GIVEN AT END OF PIPE END SECTOR, CITY OF CARMEL ALTERNATE STORM SEWER PLAN & PROFILE EXISTING LEGEND SIGN ® INLET Y ERRE HYDRANT p ELECTRIC OF.. eox m .AAMC% PORT TRM ¢ YA90 UGRT Poa. POLE ® CURB In. PINE $ MI MANHOLE ® 59XRARY MPNT.-C ® TWJTC INHOHO!£ CC LIGHT POLE ® M,GMRmG NETER m ELECTRIC METER ROD Cy BU511 O 'YTMHONE MANHOLE M WRIER VALVE 0 CLEAN CUT ® UD IN AIR CONDITIONER H CD, WIPE o STAN. PIPE ROMP MSOY113YF 1 LB ♦�t�.wa NO <. 1. C-MACGM SHALL PROTECT AND NOT DESTROY TIE PNGFERTY CORNER MONUMENTS DURING CONSTRUCTION 2, CONTRACTOR TO VERIFY LOCATION. DOE AND DEPTH OF EASTNG UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 1. WATER, TELEPHONE, CABLE. EIECTUC AND GAS SERVICES CCNNCTNG 'WITH TIE PROPOSED STORM SEVER SHALL BE RELOCATED OR DOWNED AS NEEDED. CONTRACTOR SHALL COORMNATE VMH THE LOCAL UTILITY PRONOERS 2. ALL SANITARY LATERAL LOCATIONS AND ELEVATORS AT CROSANGS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF ALL SANITARY LATERALS PRIOR TO COMMENCING CONSTRUCTOR. CONTRACTOR SHALL NOTFY ENGINEER ABOUT HIS FINDINGS. IF 18" MINIMUM SEPARATION OF LATERAL AND STORM SEXR CAN NOT BE ACHIEVED. A CONCRETE CRADLE OR RNSNG/LOMERING MAY BE REQUIRED. CONTRACTOR SHALL CDORDINAM ALL WORK WITH CLAY TOWNSHIP REGIONAL WASTE DISTRICT AND CITY OF CARMEL CALTON 11 1-800-382-5544 — INDIANA UNDERGROUND — 0, 11, iIII A (li I�i r / 11 TONS OF 18' REVETMENT RIPRAP OMER 13 SYS. OF ,fr GGEOTEXTLE _ ------ \ ` MmB2 Br,;/ �a 0 [to] 11 II M�5IPIELo KZ:. —.._ . ... lea2 M,—1xa ._�_ •�;- III CrA LL —. lb EROSION CONTROL NOTES 1. LAW) ALMRAT W BEAM STRIPS WE .0 BE VEMWER 1, SWUuU NG REGRADING, SHALL BE DBMS IN A WAY THAT DELL MINIMIZE MUNI 2 CONTRACTOR WALL COMPLY 1MTH ALL STATE AND LOCOL ORDINANCES THAT APPLY. 3. THIS PLAN MI NOT BE CONSIDERED ALL INLLUSIYE AS THE CONTRACTOR SHALL TAKE ALL XEfFS 1 PREC I. TO PREVENT BPL SEDIMENT MOM HEAVING THE SM. 0. AWITWAL OREGON AND SEGMENT CONTROL MEASURES WILL DE INSTALLED IF DEEMED NECESSARY BY ON SIZE INSPECTOR. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY MESON CONTROL PRACTICES AS NEEDED -- TO MINIMIZE SEIGNENTATLN IN WE RECEMNG STREAM. NO STORM WATER SHALL BE DISCHARGED FRW WE SIZE IN A MANNER THAT CAUSES SAYMN AT ME POINT OF DISCHARGE / &. WABTE AND UNUBED BUILDING MATERIALS BHALL NOT BE -OWED TO BE CAMED PROM WE KIM BY STERMWATER RMOFT. PROPER WPBSN. OF ALL US WASTE AND UNWED MHDING MATERIALS IS REWIRED. Z. 30140T SEND MANES ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. '[Il�Ny9e CLEARED OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WW WATER. WEAPON SEDIMENT SHALL BE RETURNED TO THE BITE FOR DISPOSAL B. SOIL MIN HAS ACCUMMAMD NEXT TO EROSION CONTROL WAGES SHALL BE BE COJU CIED ANO RE -DISTRIBUTED ON ME AFRH SANNMPALL EMT, AND AT LEAST ONCE A THE(. r'H P. T INSTALLATpN CF SIMM DRAINAGE SYUMN MIND EHE INTERRUPTED BY MEANER OR NIGHTFALL- THE PIPE ENDS SHALL BE COMM WTH OEM FAMIC. 10. ALL DZI STRUCTURES, FENOHO, TREES AND ETC.. WDWN CONSTRUCT. AREA M. BE REMOVED AND DISPOSED W MF SIZE. BURNING IS NN LNLONED . SITE ` IL THIS LOT DOES LH W WN MY FLOOD HAZMD ZONE AS SGAED MGM WE ROOD INSURANCE RALE MM DWS) PON HAMILTON COWEU INDIANA, COMMUNITY CARMEL. CITY S.xETBBETEM0 SENe YIN 1, ME WNMUNCOEBON OATH GROWN ON MIB SURVEY IS BASED UPON A POSITMAL SCWTM! DEMiL REGA OLMAL POMIXMMG SYBIEM IIYBI 063RVATONS PROCESSED BY NAT GLIAL BEMETL' WNVEY (NLS) UTILIZING THEIR ONLINE POSTOMNG UYfl COSMOS (DRUG)SCFlW UNLESS OTHERWISE NOTED, ELEVATIONS MOM NEREdN ARE BASED UPON END OPUS SOLLION AND ARE ON WE 15UB NORTH AMERICAN NRTICA DATUM (NAWI TDP OF NW BONNET BOLT OF A FIRE HYDRANT ... WE E SEE OF We. SWEET AWRO% 1w SWT) OF BBTN STREE, ASE TOM 1 EtEY-29514 WT SQUARE ON SX SEE WNO IP BASE ON BW ... B8M BIREET AND BEAM. BWIEYAUE AB mu X RFy a nAZR CUT -e ON BONNET BOLT FRE xYDRANT NE COMER MM STREET AND MAPLE DUNE 1 �4 OF CARMEL, COMMUNITY NUMBER IBOMI. PANEL NUMBER 0236F. DATED FEBRUARY 15. P.• >li uz� T� ! 3 �jl E�♦ 12 S.... OF EAKMW.K ACTMT. 1 1 I I EROSION CONTROL NOTES 1. LAW) ALMRAT W BEAM STRIPS WE .0 BE VEMWER 1, SWUuU NG REGRADING, SHALL BE DBMS IN A WAY THAT DELL MINIMIZE MUNI 2 CONTRACTOR WALL COMPLY 1MTH ALL STATE AND LOCOL ORDINANCES THAT APPLY. 3. THIS PLAN MI NOT BE CONSIDERED ALL INLLUSIYE AS THE CONTRACTOR SHALL TAKE ALL XEfFS 1 PREC I. TO PREVENT BPL SEDIMENT MOM HEAVING THE SM. 0. AWITWAL OREGON AND SEGMENT CONTROL MEASURES WILL DE INSTALLED IF DEEMED NECESSARY BY ON SIZE INSPECTOR. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY MESON CONTROL PRACTICES AS NEEDED -- TO MINIMIZE SEIGNENTATLN IN WE RECEMNG STREAM. NO STORM WATER SHALL BE DISCHARGED FRW WE SIZE IN A MANNER THAT CAUSES SAYMN AT ME POINT OF DISCHARGE / &. WABTE AND UNUBED BUILDING MATERIALS BHALL NOT BE -OWED TO BE CAMED PROM WE KIM BY STERMWATER RMOFT. PROPER WPBSN. OF ALL US WASTE AND UNWED MHDING MATERIALS IS REWIRED. Z. 30140T SEND MANES ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. '[Il�Ny9e CLEARED OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WW WATER. WEAPON SEDIMENT SHALL BE RETURNED TO THE BITE FOR DISPOSAL B. SOIL MIN HAS ACCUMMAMD NEXT TO EROSION CONTROL WAGES SHALL BE BE COJU CIED ANO RE -DISTRIBUTED ON ME AFRH SANNMPALL EMT, AND AT LEAST ONCE A THE(. r'H P. T INSTALLATpN CF SIMM DRAINAGE SYUMN MIND EHE INTERRUPTED BY MEANER OR NIGHTFALL- THE PIPE ENDS SHALL BE COMM WTH OEM FAMIC. 10. ALL DZI STRUCTURES, FENOHO, TREES AND ETC.. WDWN CONSTRUCT. AREA M. BE REMOVED AND DISPOSED W MF SIZE. BURNING IS NN LNLONED . SITE ` IL THIS LOT DOES LH W WN MY FLOOD HAZMD ZONE AS SGAED MGM WE ROOD INSURANCE RALE MM DWS) PON HAMILTON COWEU INDIANA, COMMUNITY CARMEL. CITY S.xETBBETEM0 SENe YIN 1, ME WNMUNCOEBON OATH GROWN ON MIB SURVEY IS BASED UPON A POSITMAL SCWTM! DEMiL REGA OLMAL POMIXMMG SYBIEM IIYBI 063RVATONS PROCESSED BY NAT GLIAL BEMETL' WNVEY (NLS) UTILIZING THEIR ONLINE POSTOMNG UYfl COSMOS (DRUG)SCFlW UNLESS OTHERWISE NOTED, ELEVATIONS MOM NEREdN ARE BASED UPON END OPUS SOLLION AND ARE ON WE 15UB NORTH AMERICAN NRTICA DATUM (NAWI TDP OF NW BONNET BOLT OF A FIRE HYDRANT ... WE E SEE OF We. SWEET AWRO% 1w SWT) OF BBTN STREE, ASE TOM 1 EtEY-29514 WT SQUARE ON SX SEE WNO IP BASE ON BW ... B8M BIREET AND BEAM. BWIEYAUE AB mu X RFy a nAZR CUT -e ON BONNET BOLT FRE xYDRANT NE COMER MM STREET AND MAPLE DUNE 1 �4 OF CARMEL, COMMUNITY NUMBER IBOMI. PANEL NUMBER 0236F. DATED FEBRUARY 15. P.• >li uz� T� ! 20W. EXI4NNG LGEND E�♦ 12 S.... OF EAKMW.K ACTMT. T SIGN ,� �Y o. ME WRAT. OF TME VMI. AN A. RENAME SAN. SHALL BE KEPT TO A Y FlRE HYCRLM $ P ACTCAL MINIMUM.UNE AREA .ALL BE STAGGERED AS YJ. AS POSSIBLE.m TEMPORARY VEGETATZ M MORNING SHALL BE USED TO PROTECT EXPOSED AREAS MULHox <' IF PERMANENT MEEGETATON CANNOT AS SEEDED WTHIN 14 DAYS M ACTIVITY CEASES �t!y TREE I41 FORMORE WAR 21 DAYS M AS CROWD BY THE MONSON. CBIRUCTM ITS pI GreIUyP U•` i •'I s � POWER POE D. TOPSOIL REPLACEMENT NAll TAKE RACE FROM MAR. I TO OCTOBER 31. WTP IIS TOME AT ALL OTTER TIMES OF THE YEAR. PERMANWT ANO FINAL VEGETATION MU PINE I STNCNRAL ERJEON CONTROL OEMCES SHALL Be INSTALLED W1MN SE MN (J) BAYS GAIN ALL WIEST II$ ELECTRIC CROSS BO% PROTECT. IIyy�� AFTER FMA LAMING M AS SOON AS PGSSIBLIL I§ SWITARf MAIHOE "'e 'A Ili _ 1 s I'11'YI -`. 1 P.• >li uz� T� I'gEd� ® WATER METER I � 1, •�`' 9M. �p 6° A WATER VOLVE 0 LID PROPOSED EROSION CONTROL LEGEND WI F SRE I41 = ®CONSTRUCT.LIM � CBIRUCTM ITS pI GreIUyP U•` i •'I s SILT FENCE INLET CE III III TI I I I 1 . GAIN ALL WIEST II$ ELECTRIC CROSS BO% PROTECT. IIyy�� POST 1 y IN N, SET PENCE INHET PARC UNHr .! LBi✓ PROTECT. ® SORB EHL£( EROSION CORI BUCKET 0 GRANACE MVRHOL£ (N.1H AMERICAN GREEN ...,,X RIP RAP APRON $s STORM STIR 117 W/L3 PERMANENT SEEDING ® WANGFORMER !ROCK 1 pm-AISTORM SRR R16 // I Al R STORMSTIR g15 R:JJ8.00 STORM SRR /15B NEM: TR:J25.84 I � ° I ``n' ❑ 11'„' IED i I a "••`�F b:9 UBTEp� •••• RECOMMENDED ND. FOR APPROVAL 9900519 m SOME OF a.._ = B II 'OR, POIE ® WATER METER 9M. A WATER VOLVE 0 LID PROPOSED EROSION CONTROL LEGEND WI F SRE = ®CONSTRUCT.LIM � CBIRUCTM ITS pI GreIUyP U•` i •'I s SILT FENCE INLET CE 1I 1 . GAIN ALL WIEST II$ ELECTRIC CROSS BO% PROTECT. POST 1 y IN N, SET PENCE INHET PARC UNHr .! LBi✓ PROTECT. ® SORB EHL£( EROSION CORI BUCKET 0 GRANACE MVRHOL£ (N.1H AMERICAN GREEN MAETIC HANBHBIE PERMANENT SEEDING ® WANGFORMER (`1 G 7- © SEMITIC MEN BOX Mj .1MANx ENrnxc - (J EP FDO: OF PAVEEHENT ® TELEPHONE MPNMBLE F Be BOTTOM M CURB 0 CLEAN SUH j W TO TOP OF CURB N AN C.gDONER Z— 000 CONTOURS v 0 GANG PIPE ROW UNE ® WELL L Ed W5'5O ro CURB ELEVATION. Z BL BW.00 'J OW.00 SPOT ELEVATIONS L= QR0. DONUT e g i TO GET PINES TO E USED i ALONG RAR X ALONG ROADSIDE AND EXPEND 3f1' BE.YCWD LIMITS OF DISTURBED AREA. UR MOTES. E 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY WE PROPERTY CORNER MONUMENTS WRING CONSTRUCT). _ - 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND — MPW OF FAIRING UTUTES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT — ENGINEER IF VATMATM EWBTS. gii ?E `6ONSTRUCTON' P� 9 uMDS CT W) :j ;a E 1 I I MmA II4 I I I 1 1 III � CITY OF CARMEL O Ye/` E5I(YJ ENG R DATE DRAMN: PED EROSION CONTROL PLAN CHE(ME0: AF WE L I! WE LC OR THIS OF ALL REBASE UNDERGROUND UMMES EVENN E MIS PW! ARE CASED UPON ABOVE.. EVIDENCE (I ANN Y MS not INnp. N. —ndev, mbtr. ) Me ME SPEC moa. IN0” IUM EmWE Ly I BE AND ANE MEWUTK IN UNflE. THERE MAY AL50 BE OTHER FABTXG UNDERGROUND UTNTE$ FOR WHICH THERE IS NO A00VE MWNO WAS OBE OR FOR DENIM NO ABOVE MWNo EASE G UNDERGROUND RGROUNDD. THE EXACTUMBRI S SHAMB OF NRE EWSTHG UFO' ER ACTOR TO ANY EXAM BE V➢UFlESAIDD BY THE CONTRACTOR PRICK ro ANY AND ALL 0NL 1-800 3 2 t -BOO- ROSE CNA UNDERGROUND E - INDIANA ONMRGRWND - i gplffi __gg_ __ i L,;I, _--__._- - -- -- - - ----._.._- 'a i bR e�*a I it �' 2R a rb ! f -,R s�•, I�r> '�1 s ^ ',me` '3 ' I,ad s , N m ±PhrP _ LI fi 2, 1A$ i r bST l"a a eo eo• SCPIE: 1'=40' KITTRELL DRIVE I '°, __ ___._______+^�n.,,r I I*6 IC .»L9___ __.._- ` _______-_$ �� --- _ ____- ngy 'n�' I 4'A a � L" __ __L-- =a7._____ _=s'R-+' L ____- __-_ _ A- rss--------� r _ -_ =_f�� —_ �� m •_NO Exl nNG � LEGE14D 4 sroN IN- ------- t ,T - % I •" 4�r- e'�� _ -_ —_ __ w___ -- ___ �� _ _te, & i- q MULeox 7 � 17- .✓ ��+L. ' 'xl� 'fir : � s ->c 3 1 � , It � f.=�-;'ro r � 'y� j, '- � Sj 3 _ � P ��^ - °- 1—q j t S` �" mPE a' b'rr l liryG ° 9u eE'.y, Yuj �'a. i 4 q YY 1 a Y I 'b x ro R. b �'$ E� ` •'� `'yylyyPIKE R) ♦'bS � v I All }J ® I f � • PoWA ROM, '° °°t`®y4'y "g Q¢I I � i§ $$ iR b b ® SANITARY WNHOIL 3aa �I ® Y$ 3 I F I 4F Sib �� AO ® X. MM HE) '1b 'A +y © BUSH ' ; Li vpLNE fl M g UE • m w . m "•y�b _fib 1-1 wT WIRE f Br p, MIN Br .a.; L_ ( .i ;, H • JI STORMSTk8148 & � q e B[ EIEMECmIc crzos BOx 4 U f- CONSSTORM STEL 3 IEx M LIMITS UCl10N q �• �$ �$ $$ IR:]80.00 6 STORM SM /138 LIMITS (TVP) $$ �9 IIq.RM TIL $ �. STORM STIR !1128 Sa 3 777.00 44 18:77].53'' $ Vg ri° POST n P TARO UGrt �__ 8 ° aid e_ t5'e�i •° US CURB INMT v y_ I�P! ,�� ® Maxus ualxmE ._ ___ — _-__ ,r{.w �__ _ _ _ Rv _ _ _ _ $F _ ___ __ ___ _ SF _ _ ___ - SF SF _ SFSTORM -_ '•- ----- ____-_. -_ SIR 1M ® TRPRIi HANOHOIE TR 80.]1 __. _ _ _ __ __ - __ ___ __"__-_ __-- _____ _ _ ______ __ _ _____ _ ______ __ _,s__ _ m C•'s -m -x___ _ _B mT4Y/s:_ _n ! sT1C - 'i_m irmJ __8 ueas +�o _ _ - a- ; ® NF(1RMER TR 5 Ab .a w _Q- -�� d -_+ °, w m �'� "0 ' - " H'� - _ � � � LINCOLN BLVD. ms's _�3-" �'v m Emmc METER Box HOLE _ - NSE i—S, By ¢ BE 4.oKq •n�ra. ��L GEAR OUT STR ON F °xF 1BI 8:17876 814 � - _t R 'JJ� r ; ,la®1� \ I.wR g IwN ° 3q +," y` A,° 8• 4 d x B ro° a � t A.t to `STORM STIR 81.2 (P Tm f �"' F IJMITS (JTYP ® uR cnrvomcum o STAND PIPE CONSTRUCTION =y g�°' ` Si ; D a R M;7 80.10 x •.��• I.- 1 �$ STORM SiR $$ �$ LIMITS 8140 (TTP) 18:176 09 STORM STIR 8120 1 ss 1R:TIJ.47 4- 8e s _ II I Mrri62 I $ INT I e ROCK D Mur a alga I' y ig i NIP RAP APRON I i s PROPOSED EROSION CONTROL LEGEND 1 EROSION CONTROL NOTES YY- e m GONSTRUGTDS ON UM 1 1. LAND A-MMATON .1. STRIPS TIE IAND CF NFGETAMM. INCWpING REGRApING SHALL I I I y' 1 BE DONE PI A WAY MAT MI MINIMIZE EROSION. ym • m( . m SILT FENCE __ Br" my '' ly °'t IP.. CATCH ALL INLET ''°6 CATCH! ALL 3-. ^ 6F m 2 CONTRACTOR $MALL CWPLT MTi ALL SLATE AND LOCAL ORDINAIiCFS THAT APPLY. I _ "dN,� • : N 1, THIS PIAN STALL NOT w OONS DERM ALL INCLUBST AS ME ECNTRACTOR SHALL TAKE � ALL HECEVMI' PRECAUTCN$ TO PREYCNT SdL SEDIMENT FROM LEANNG ME 91E �A'% I �, q PRCnINLET 4. ADM NONAL MOODY AND `SDIMENT CONTROL MEABBRES BULL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION, I CONSTRUCTION +,, �J $ 'y EROSION CONTEM BLANKET 1 IJMIT$ (TW) 1 (NdiM AMERICAN CRFEN S SEDIMENT LADEN WATER SHALL BE DEIDl EO BY EROSION CONTROL PRALRICES AS MESHED S1 MINIMIZE NEDIMENTATON ONFUMNOTREAW B I BE TIN M B2 I ) 51508NTO EL DISCHARGED FROM ME RTE AI MANNER THATE CAUSES MES ONN AT THE PONT OF m `) D15CHAAEE ; x:"))I PERMANENT BESTING $ MATERIALS A BE OM I WASTE AND I B V I '�"' ' MTE.HEDGE ME SME BYUNUSED STORM WATERNG SNOT MHOM. PROPER MSAL OF ALL AST'BANDARALSED TRAN�� SILT TAKES TO BE USES • v, BUILDING MATERIALS IS REWIRED EP OFxPAViYENT ALONG ROADSIDE AND TO EATENO 30' BEYOND LIMITS OF pSNRBED AREA. 6 T. BFDIMENi HONG TRACKED OHIO PUSING OR PMVAME ROADWAYS SHALL BE MHIMIZEO. CIFAWNG OF ACUDMUTAMFD SEDIMENT SHALL NOT INCIDOE RUSHING MEN WAI LR. BC 60RGM OF WRB F iC TOP OF WPB SCIEARM SEDIMENT .SHALL TI BE RETURNED TO E $ITE FOR CUSIMAL CIXtRXIflS °4 -000— BMI . SCIL HAS ACCUMULATED N.T TO OREGON CONTRA_ SHALL ALL BE BE (! q,a. ee CWECMED ANDRE--CIS1910UIFD ON SIZE AFTER EPCR RAINFALL ENEIIT. AND AT _EAST �! (/I FLOW LINE DINESA MEN. a TC 000.50 0 BC MO.LO CURB EIEVATgiS G. IF INSTNIATON OF STORM IXUINACE SYSTEM SHOULD BE WhRRUP1F0 BY YIFAMER 0.i "^"uFlIIm Ina o n cu . ]e 11 o I I p. NIGHTFALL ME PIPE EROS SHALL BE Wl4RED MM FlLTET FABRIC I ME OENI LOGTAI DATA MOW M THIS v' OOODS SPOT EMI(A ONG IO ALL ENUSTWG STRUCTURES, FFNANG. TREES AND ETC. MOWN CONSTRUCTION AREA SHALL SURVEY I$ BASED UPM A POSTIXIAL SIXIIIKN MON GERMED TENG GLOBAL POSITG11 G SYSTEM (NYS) d BE REWI AND INS'OSEO OF OFF STE BURNING IS NQjALLONEG ON SIZE. MSAVATONS FIi0CE55E➢ BY NATONN. GEODETIC 9 ROCK DONUT SURYM INR) UTU9NG MEN MUNE POSTPONED A p It. THIS LOT DOES UE MMIN ANY ROOD HAZARD ZONE AS MAMD MOW ME RCCA USEDBFRNCE (OPUS) SMIWgRE. UNLESS Y INSURANCE RALE MM MRM) FOR HAMILTON COUNTY. INDIANA, COMMUNITY CPRNEL. ATY MESSAGE NOTED, == MGM HOBSON AM OF CARMEL COMMUNITY NUMBER MEMI, PANEL NUMBER O23AF, DATED FEHRUPRT 19. BASED UPON SAID MUS SGLTON AXG ME E01 ME , 'DN 6 s 2CG1 1980 NORTH AMERICAN MERGE.... NI'+�, 6 I I : TOP OF NW BONNET BLIT OF A RPE HYDRANT u „ , Stl1E0ULE OF FARMVFgK ACTNTESTHE E E BOB OF UNCGN ETR¢T APPRDx 1W' SWM OF OEM STREET. F T ° NOTES: SHALL PROTECT U 1. CMMACTM SPROTECT ANO NOT DESTROY E PROPERTY CORNER MONUMENTS SH C� ME DURATION OF THE MACH AN AREA REMAINS ENPOYD SHALL BE KEPT TOA y�ULL REM . ]es ss I 4 Ji PRACTG4 MINIMUM. ME AREA SHALL AS 5(pN AS POSSIBLE. IF ( pURING CONSIRUCPON 3 BE STABILIZED - TEMPORARY KC£TATON OR MULCXING SHALL BE USED TO FROIk.CT F%PMED MEAS CUT SQUARE ON SY 90E CCNC V OASE M SW 'q,� IF P SOMED IENgNEERK CR ACTNIY CEASES COpS ATRHW}01H S. PND WESIFlF1D AR '�a��Po��e 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND '-0 DFPM OF FASTING UTINPES PRIM TO s • IIF ,M MAa£EMAN 2 GAYS OR AS DIHECIEO BY ME e. �e CrA ' ENGINEER VPAIAPONSIRUS .CONTACT B! HYDRANT CUT'Y IS 5 BONNET AND D. TO+SDL REPIACEME T SHALL TAKE PLACE MOM MASON r YO OCTYIBER 3t. STOCKPILE GOT'rMEN ON SWEET AHD MAPLE OPoVE TOPSOIL AT P11 OTHER OF ME YEAR. P AND FlNAL K(£TA(7) AND MAPLE bi 1 ++ 9BLLnpTE_•L STRUCTURAL Efl09M CWIMCI GENLES $HAI.I BE IHSTAILELI MMIN S:YCN (]) GATS eB°q GUM BE INSTALLED AFlER FlNIIL GFAANC OR IS SOON p5 POSRBLE. j) I ( 'd "° r9 �/ l ME MCikHMS OF ALL EASIMO UNDERGROUND UTILITIES stotim SHM ON MS PLAN BASED UPON ABOVE rvTR EVIDENCE (. Sal U butt T Ilupon In, ma ndea,OUND 719 76 NleHa, wlw, an morFe mMe upon Ne ntl y ______________1____�_______��__�___� ONm) AND ARE NREWERE MAY ISMIGSPECULATW[UNDO G U A150 BE OTHER E%I UNDERGROUND FOR ________ E __------ ______________ _ -_ _ ________ - ________---______ - ____________-______________ _ ________ __ __________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______ _ _ _ _ _ _ __ ___- ------------- a E S AB ENCS OR MACH NO AE I$ NO OUOYE GROUND WAS OBE OR FOR MAOI NO ABOVE IROMO ENDFNLE WAS CBSFAVEO. ME ______________ MAPLE _________-- - _ __.____- ----------------------------------- __________________-_______________________.___- ___ _- ANY AND CTNTRAC1M PRI OP TO ALL. BONLN� __________ ___I_ T_____ -__ _—___—_ __ _—_ _ _— __; _ n T 1 T 1 T T 1-��----�"-MATCH t-aaa MDERMOa _ �'+ - INDIANA UNOEMAWNO - I LINE (SHEET 05.3) ST °T��T��,�T; HORN'ONSCALE BkIDGE FILE / OCIl 1 OF Ct1111V11;L� VERnCAI SCAT£ DESIGNATION NO. FOR APPROVAL .B_ [-:A OATS SURVEY BOOKpF.51GNE0: AT pRAMN:PEO c>z OF "° EROSION CONTROL PLAN CONTRACT PROJECT ND. ::7 CHECKED: A CHECKm: E __ — To -1z ___MATCH LINE B II a A K fvflmi�w'D 9� CONSTRUCTION is umms (TIP)— rr iI \ �Br„( -06 Y'0 M I v Ivy 'xe.W-"39, s[ ® TR: ]]&fi0 STORM aTR �6 4. L 'y RIP RAP 11 Q APRON REO'0 fvflmi�w'D 9� is 8 ROCK DONUT t 14, REO'0 it i MmA RIP RAP APRON REO'D�) 111 III @ I�g 8 ROCK DONUT a _ REO`D''R 1 . I STIR y4 LF OF 12' RCP O 5 SLOPE CONSTRUCMW TJMITS (TYR) ff OFF V -BOTTOM HIS MIN. SLOPE AND P.EPIACE CULVERT OF V -BOTTOM O 0.5% MIN. SLOPE (SHEET C5.2) i ER7510N CONTROL NOTES -----'a;,-- i. LWO Al1IXATCN M1NC11 S1R85 ME LANG OF VEGEfATIXI. INCLUDING PEGRpgNG � SHALL ,x �Ng BE OOYE IN A WAY THAT ANLL MINIMIZE EROSION. THE GN LOCATION DATA sXOWI ONVIS M '3 2 CONTRACTOR SHALL COMPLY WW All STATE .0 LOCAL ORDMANCES THAT API SLRVEY 19 BASED UPIXI A f9WTON& MOTOR ' O WEGN iR(%I hT.OBPl POSITOMHG SYSTEM 4Pi) ]. THIS PIAN SHALL NOT BE CONSIDERED ALL INCUMME AS ME CONTRACTOR SHALL TAM WSEXVATCNS PROCESSED BY NATIONAL CE C M All NECESSARY PRECAUTIONS TO PREVENT SUL MOMENT MGM IFANNG ME SITE. $URiEV (NGS) UMMENG THBR ONLINE P09Pg11NG DOMDo SERNCE (OPUS) SOTXARE CHUN 4. AOHAL EROSION AMO SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DORM OIXERWY xoRG CIEVAWNS SHORN NOUN ARE X c. 1'-PC'I.m. \ BASED UPON SND OPUS SOLUTION AND ME ON THE IA p N NECESSARY BY ON SITE INSPECTION.1988 NUMN AMERICAN VERTICAL DAVM (NAACM). 1 c TW OF NW HORNET B0.i CF A FIRE HYCRMr E'i(IS¶L'L91EENNQ 5 SCDILSNT E SE WATER ON IN BE MIMING BY fACOON STOR0. WATER SHA AS NEEDED MUCH THE E SIDE OF IINarN STREET APPRO% DI YINIMRE MGM DIE IN TINE RANGES M TINEAS. NO STORM WATER PONT BE IDV SWT, OF III STREET T SIGN DISCHARGFL FR[M Th'E SITE IN A NMNER.IHAT CAUSES EROSION AT INE POINT Cf IOISCHPRGE. AATOMSQUARE R cv - ]ev u y' FRE HYTRAM EE D OF MY I HASTE THE ETAND UNUSED STURM WATER RUNOFF. HATE ALSPROSH LL NOT BE A RLL RR TO CARRIED AND UNUSED W CWTNER BBNµ51REETSIR SMOCWN£SR1C1D INATURD. m MVM30% BUILDING MATERIALS IS RESUME. EI£Y 9 M. ]. SEDIMENT BEING MANED INTO PUBUC OR PRIVATE ROI SHALL BE MINIMIZE➢. BIXNNEF BOLT FlPE XIDRAM NE + POWER POLE WINNER O6N 5(RFFT AND MAPI£ OMYE. q CLEARING OF MENTI NATE➢ MOMENT SITU. NOT WCLUOE FWSHING MIH WgTIX. PINE CLEARED SEGMENT NAM BE RETURNED TO THE 9lE FOR GSPOSAL ® sANRA4Y WNXOLE B. SOL WITCH HAS ACCUNUTATrD NUT TO EROSC9d CONTROL OE`ACES SNL11 BE BE A ONCE DIED AND RE-DITMBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST tl41EE Q tIGHi PD1£ ONCE A WEER. TRIANGULM SILT OIKE9 TO BE USED ® WA2R MEfFR IF INSiALLATCN OF SMP- DRNNARE SYSTEM --- BE INTERRUPTED GT MEATIER OR ALONG ROADSIDE PND TO E%IENO C. w BEYOND LIMITS OF DISNRBm AREA. ® MD. NIGHTFALL, THE PIPE EN05 SNPL. BE W4FRW WM FlLIER FABRIC. MI .Yj OR VKVE x M NL E]RWN.I AN DISPOSED MENONG.FF TREES MO G IS WTdN CCMS1XUClION AREA SMALL BE PMOYID MO DISPOSED O” OFF SITE. COMING IS yQLALLONID ON SITE @ VO -�It. THIS LOT DOES UE WITHIN ANY ROW HAZARD ZONE AS SCUES FROM TIE ROOD F' GV( WIRE 9 I INSURANCE RATE MM (MMU FOR HAMILTON COUNTY. INDIANA, COMMUNITY CARMEL Cltt -0 €' OF CARMEL COMMUNITY NUMBER NOUN. PANEL NUMBER OR]6F. DAM FEBRUARY 19. I �( STUMP ISI 20]8. ® INLEI +d IT3 SCHEDULE OF EMMWgRK ACTNTTES jj ELECTRIC CRO55 BOX d a. NRA DURATION OF THE WARN M AREA STAINS AS SHALL BE KEPT i0 A POST PRACTICAL AANIMUM. TIE AREA SIPll BE M, BIE USED AS SOON 0.5 POSSIBLE. IFLPERMANEYEGETANOX IN CANNOT SHAM, BE USW N PROTECT EXPOSED CASES I YMO 'JGM 1 d S IF R ONE W NE21 DAY N CAYNOT SEEDED WITIIH ib DAYS OR ACTNtt CEASES FOR MdRE TIAX R1 DAYS OR AT DIRECTED BY ME ENPNEER. ® N. INLET U. TOP OIL PEPUCEMENI SHALL TAKE RACE FRdY MARCH 1 lIO OCTOBER ]l. STOCKPILE, ® ORVNAGE MYiI I. r° STORM STIR W'y H TEPSOR AT ALL OTHER TIMES OF WE YEAR. PtRMABUT AND FINAL NEGETAnON ANO ' ® nUFF1C IUNOHot£ $' a 5 CONSTRUCTION I STRUCTURAL EROSON CONTROL DENC£S STALL BE INSTALLED WTIIN SEVFIN (]) DAYS 1R'i91•W ® ® AFTER FlNAL GRADING 0 A5�SCCN AT PUSI B iRANSFORMtR I - $� "g4 LIMITS (TMP) 4; 09 CrA { STORM STIR J3B SF, 4a } i ' a. i O BEcrBc u[TER Box �% S TR:]61.22 v3 STORM STIR $2B -� 8_ s `T \ ° a _g -S 1R:7a0.20 �y y - �e I� A _ ® IElEPHONE MANHOLE ; zo : _ fU �)y' K £ i ® CLEM CUT 2 y'T�jIs �'ry , �� "'q,• :i G'e$a,' V'.'.. tep ¢ _ZM 13 NR GUMMYTER ��e e L• _ A ry . T EF 4 _ ` r g e� $F SIF _� SF J �_i $F SF 9" { �x • a STAND PIPE WELL R-- IAR PROPOS`E EgD amIEROSION GOFNENI¢RO L GE NO m INS = awmun.Mrs_ ,i 1111111(�MM NT RM STIR 4F2 STORM STR ;2C CATCH ALL NUTSTORM STIR �` a0 Za118.]90.60 aPROTECTION CONSRUCTION uMlis TYP) POw,crR:aao PROTECTION k gg s 9 §. ^p Rdl�d tl a -S III V I a a VE•• @ 6 ;rS u EROUTH W... BLANKET 6 5 t 6 CHEEK) GRFEx g I I " R°1 PERMANENT SEEDING MmA N.C. x MATCH USING OF EDGE 1C TCP OF FWRS ENT r,ED BOTTOM OF NRB GUNT �� J I'-� _ ___ Y�___ ____Y ---------- -------------r--------_-_- I LW— PUSH ONE LOW ONE i____________ IF G'T50 cuRB EIsvAToxs 1 I OW.00 N SPOT ELEVATIONS 00 —A DCPDT e as I e I $ E 1. NOTECONTRACTOR SI PROTECT AND NOT $ a - DESTROY E PROPERTY CORNEA MONUMENTS g OSN WHO CCRNSIPUCTTN IT gg 2 CONDRACTOR DEPTH OF E%ISIINVERIFY G UUTLITESAAND PRIOR TO R h I^ EO �P AR ATOG ANY M Z ST ON. CONTACT D c&- 9 L k A 3_ '� I__ f�"9 _41 -_"7 CANTON -1 —4�--- -94 �'' -�OUND MUTES +aH- 0.w A, - . —)` ^_� _ __y___ ^-�_ --t _ w -;- 5EOMN ONT HS PIAN ARE OF ALL ING BASm UPONERPBOVE GROUND ___ _ ____ ______' —�� ,--____ _ '�-„,___ -' = x,� �_-._--'1— t� ____- ___ ” B _ ___ _ _ nx _�@L F E (x (IndvlRxs. bu<nxt IMM Iw mmnd.a. a, - - _ _ ------- -may— {�-_------ I% ono mane moos u { ______ _T- ,- o, J__ _ _ _.___.amu_ , y - $'0p ______ A, _)'a pen a s,MTd br - ____ °_ _ _ __ e y 1'° CHAMBRAY DRIVE a? $� Ra fie,• c �'`' d _ xilNBso oNNix•n oGrn6xc uTTirsN alcNrzaxNo ImLInERE�uflgr E TO MY AND AM CONSTRUCTION. � 8 0� I r t -BW -]91-5541 § § GAIL TOLL RGR - INDDTMA UNDERGROUND - pITTERECOMMENDED CITY OF CARMEL })p, /O �`_ FOR APPROVAL l'V'R MI% !1' / 11 19900549 - ` DESIGI ENDO DATE I_ STATE 6 ' £'AWAHN 61 DESIGNED:_ AT DRAWN: Pm I EROSION CONTROL PLAN A,1 lR /23A_ „ STORM SIR $22A-�41 I"I9 W-787.90 V 1 1`, I Al 3 8 p 4,r��I li I I .I I 1 �,fi 11 I �g 1 11 I _.._. EROSION OONO- 9 - .3i q �T -L.._ -. - 1. ._.._ VJID ALTFATON NHICX B1RIP5 TK 1,W0 OF bFt£TATON, INCLUDINGRECRAOINC. SHALL BE DONE IN A WAY MAT WILL MINNIM EROSION. DIBCHARBE N \ j ') N ' I 2 CONTRACTOR SHALL COMPLY YAIH ALL STATE AND LOCAT ONOINANCES THAT APPLY, 1 C_�__�_ G � "' 3• THIS PLAN SMALLPRECAUTIONSNOT BE CNS PPTEI4 ALLTHE SHALLTAKE _ _`_'-___ I SEARED SEDIMENT SIAll BE RETURNED TO WE SITE FOR DISPOSAL ALL NECESSARY SOILOSEDMFS WONCONTRACTOR ___ 7777 f -n _. - /-� I 4. NECESSARY By ON' AND 4ECTION CWIIRM MEASURES BILL INSTATED IF DEEMED SCALE 1'=9tl NECESSARYByW SITE INSPECTION. i ONCE A NF£K .-5 SEDIMENT LUMN WATER SHALL BE OEIAINED BY EROSION CONTROL PRACTOM AS NEEDED lR /23A_ „ STORM SIR $22A-�41 I"I9 W-787.90 V 1 1`, I Al 3 8 p 4,r��I li I I .I I 1 �,fi 11 I �g 1 11 11 TONS OF 18' REVETMENT'S RIPRAP OVIIi 13 SYS. OF GEOTiXTLE --- r7 MmB2 s rjr '"°, < I vs I STORM STIR /20A-111 a 1 "I° .-- TO In SAW SFTIMENTATON IN ME RECMMNO STREAM. NO STORM WATER EHAU- BE DISCHARGES FRW TIE ATE IN A MANNER MAT CAUSES ERSSIW AT ME POINT OF p21A DIBCHARBE G. \ j l N ' .'7)✓ y�� ---------- BUILDING MATERIALS IS REWIRED. A a•°M'•i RRR J. SEDIMENT BEING THAMES ONTO ROME TR PRIVATE ROADWAYS MAIL BE MINIMIRED. TED DIMENT SHALL NOT INCWDE FLUSHING VAM WATER. OLEDING OF AWUMUUSE STORM SIR +24A c41—�--— �TF_AJJ12 SEARED SEDIMENT SIAll BE RETURNED TO WE SITE FOR DISPOSAL e, SOIL W:i1CX HAS ACCB E1 IT EROSION CONTROL DflCF5 HALL BE BE yrs -CuMlU S ON T E. CANFLL T. AND AT LEAST SiCOLECTD AD BE i ONCE A NF£K M S. r; NIGHTFALL. TIE PEE ENDS SHALL BE COVERED MTI FILTER FABRIC. eq� /10. ALL "VING ARE1 $HALL fOF ING.OFF TREES AND M. MTpN .�•s : �4 „� .' 7777_ _- 3 d 11 TONS OF 18' REVETMENT'S RIPRAP OVIIi 13 SYS. OF GEOTiXTLE --- r7 MmB2 s rjr '"°, < I vs I STORM STIR /20A-111 a 1 "I° .-- TO In SAW SFTIMENTATON IN ME RECMMNO STREAM. NO STORM WATER EHAU- BE DISCHARGES FRW TIE ATE IN A MANNER MAT CAUSES ERSSIW AT ME POINT OF p21A DIBCHARBE G. WAST: AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLTMID TO BE CARNET ERW L TIE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE ANO UNUSED .'7)✓ y�� BUILDING MATERIALS IS REWIRED. A a•°M'•i RRR J. SEDIMENT BEING THAMES ONTO ROME TR PRIVATE ROADWAYS MAIL BE MINIMIRED. TED DIMENT SHALL NOT INCWDE FLUSHING VAM WATER. OLEDING OF AWUMUUSE SEARED SEDIMENT SIAll BE RETURNED TO WE SITE FOR DISPOSAL e, SOIL W:i1CX HAS ACCB E1 IT EROSION CONTROL DflCF5 HALL BE BE -CuMlU S ON T E. CANFLL T. AND AT LEAST SiCOLECTD AD BE i ONCE A NF£K M S. IF INSFAWTCN OF STORM DRAINAGE SYSTEM EuOUM BE INTTWPT D BY MEATIER OR NIGHTFALL. TIE PEE ENDS SHALL BE COVERED MTI FILTER FABRIC. /10. ALL "VING ARE1 $HALL fOF ING.OFF TREES AND M. MTpN .�•s POSETRES, Vfil) O SI BE REMOVED AND OIGPOSW OF OFF S91E BUflNING IS R¢LLLLONFD ON SME AND DISPOSED 11. THIS LOT DOES LE uFFI N ANY FLOOD HAZARD ZONE AS YH£d FEW TIE FLOW I SURMCE RATE NM (FIAT) FOR HAMILTON COUNTY. INDIMA, COMMUNITY C.IRMEL CITY OF ARMEI� CMIMUNITY NUMBER 180D01, PANEL NUMBER TRSBF. DA. FE.0.1 19. EW 12 . EGIEDUIE OF EARMWOKK ROTATES: DURATION OF TIME WHICH AN AREA REMAINS EYPOBED SHALL BE REPT TO A i I PRA16 R MINIMUM. ME AREA HALL BE STABILIZED M SOON AS POESM.E. EXISTING LEGEND TEMPORARY VEGETATION OR MULCHING WALL BE USES TO PROTECT EFPOS D AREAS % ' 'I :Y+° • i4 ''�. 1 IF PERMANENT VEGETATION CANNOT BE gEDED ..IN 14 TAPE OR ACTIMTY DEAEES T EM FOR MORE THAN 21 DAYS OR AS DIRECTED BY ME EHONEER. b. TOPSOIL NPLAfLAENT WALL TAKE PLACE FROM MARCH T TO CCTOSER 31. SIOCKFRE i STORM Sm TCHBOL AT ALL OTHER TIMES OF ME YEAR. FERMASMT AND FINAL WGIETATON AND In MALLKX TR: 7789.6.5 STRUCTURAL EROSION CONFIRM DEICES SHALL BE INSTALLED MMIN S£v£N (7) DAIS bad 'g AFTER FINAL TRADING ON AS SOON AS POSORI til INFE E't' r --� i PONER POLE FINE 44 �� , 4 gm IRIANGIIIAR SILT OIKEB TO BE USED ® ELNrtORi MANHOLE y q� ALNRG ROnOSIOE ANO ro E%m1D s6' b uGlrt POPE ii8a yE SETONS LIMITS OF DIBNNRm AREA. ® WAIFA M. B ® eusx i � � �„ pf8� q4 tl41E N wAT1ER vuVE ` '6 �* $• ME CONTRACTOR SHALL PROTECT AND NOT ® TO I dA € DE STROY ME PROPERTY CORNER MONUMENTS Y, -•,qn, DURING CDNSTRUCION H GUY WIRE t I '� h� • ++ N LAB °'e: f'k STUMP it C.F, CNES5 BOx p 1 ` - cCNTRACTIXt TO VWIFr LocnTCN. SIZE AND DORM PO51 /+ $ OF EXISTING UTNTES PRIOR TO COMMENCING MNY 41l 6' �•^, i f' 'b Y' R 11-N, .r *N FYJSIS CTCN. WNTACi ENGINEER IF VARIATON ¢ YMO LOW y e s��` � �� -® cuRB IMEN �Lx g OP �ry'(�� I. MANx01E u I-1�� g •��-� ^,) '}_ T3 ® TR4EPC HANNIOLE - 7}- 1 S '1•-� - 0� 'l a y ® iRPISEORMEg WI �{ •�•Y �; y � j'.§{'LB It ER£CIRIC METER BO% TELEPHONE ARMHOLE 8 A STORM Slit fltRA ¢ R`e ® CLEAN our 18782.85 q I 19 SRAM, ET FIFE 1b®b1 rwE i,f III PROPOSED EROSION CONIROL LGEND T COYs1HUCllox uMITs s m SF • SILT FIRM -.N, y,Y t I I " IP d.4t... - CAKE ALL INLET ` TGA Lnni PROTECTION yl S a g !g.Lr FENCE MIST �R' y Aq L4 PROTECTION STORM STIR #17 4a ' 9i EROSION CONTROL TR: na.33 B y�Aa N 9.a:I BLANREE PERNANFNT SEmNc _-= N n R -- STING 1 Po aA E, MATCH PAYCIM T BC EP ROTEEDGE OF CM GFF CORE, I •_ _' �a _ -- ------- TOP OiC TOPP N CONE .-, -gL_" S;1) '� ¢ �° e--_ 1{ aa0 LCMTWDO M 3 q :9�. a ME LOCA a -�— l B ME LOCATIONS OF ALL EMSTNpBASE UNDFAGR C OR NO '— FTOW UXE I vEB�ge U e� 9 .1 ggY1N ON feNS PLW PRE BASED IWON ABOVE GNWHD .'' iyiii. j 81 ; 4 Y i i ENOENCE ( I&ding. but no11MI1W to. mmhNM ON] O 0-10-1 -� OIRB EIEVATIGTS 11101 when, Intl math made yan Ne grwnd by g a O aN Nth- ) AND AHE SPEWUTVE N NATURE WERE MAY SCOW WHISPOT 61VATONS } 'li I ALW BE OTHER E MNG UNDLRMO NO UUMES FOR T v CH THERE Is NO ABOVE MONO EVIDENCE M FOR WISH NO MOW GROUND EVIDENCE WAS OBRER. ME E%ACT LCCATONS OF SAID Etl D STNG UNDERMOST RCC' DONUT UTILISES SHALL BE t4RGTm BY WE CONTRACTOR POOR ,y • , �I)� TO ANY AND ALL CONSTRUCTION. i9 1CA82-5544 B l AITGL THEE INDIANA IMDERGRWND - ENo °,HORIZIXiTAL SCALE BRIDGE FILE "' RECOMMENDED wCT; /��r�IL ,(Q r 1-D FOR APPROVAL 1.1 Ol' 1,C11UV11;L 4ERTICAL SCALETION N0. 9 •= .;�BOOKq,�:DESIGNED: AT DRAYlN: PFD ALTERNATE #1 EROSION 'A`�• CHECKED: AF _CHECKED: AF CONTROL PLAN TRAcr PROJECT NO. o -1z 1 na �muepaw, mumi.enwme Wvy',mvx wnrgmmegnpy u,vpnmupmaoeewaunmu u.p n,.m �mrmwmWr[wep.lnemq,Mw.x m6,meuwp pwmcm.Oc�iazzr orymewNgmey a.ntt impmasm.»waxw ppmyNq. 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BF If dYtllE IamN� Itl 4EO4 WS WNMLMAVK IGPbYYdR IE4 MW 16 1651µW la � IOMF'UTI O T{II $R S) 4N AY9/AMM CA'a, mN IB) IX IY9/ANNA PL (pl9) lP VJL9E IWI IW4 51 IOWIIQ NOrF' 4PAPA9M OIyTN1331gW MM 9ML6 Ab iP M$R'ATlN59WL ItlSgd N XM.W 4AR PoIJA R MFN¶R M41E MRA 91VPLY NU YkSOYARA p¢pSAL Ip F,MIC k94VYNA0.LL 61UL9WEM5- Bllllflp SE IY WELL/WATER SUPPLY & SEWER CROSSING DETAIL Na 19300219 STAR Oi OCLAY TOWNSHIP REGIONAL WASTE ➢6TRICT I(%) c�'rnwo Schneider WATER LINE CROSSING DETAIL %. NOTE uuuw m maw me W'`�iclw eerhw M�W� v�pars umYs I� WWpa [lel m 61Y Ol IfR R9 p6IIP5.1�YWXM. aMn m nc mmxMM1 vurc W ocw mSMxs rY4l N; wYmn wuxxlea � soncami xman s x m1m5M. x�f\m,S UYMrwm on AMr No. ` 19300219 s^aFW CONCRETE CRADLE DETAIL C-1 CLAY TOWNSHIP REGIONAL WASTE ➢➢STRICT43 Schvmder CONCRETE CRADLE DETAN, �� SIAM 6 APPROVAL NOIG Arl f� �Wzg �u��uY11'rwac tlpvpanMsm[ �'�L I �rtn I u� � I uem wE m� wa a�f�urp NM AL. XIIµ6 swex4A 4. PIAN YIESY m'`�°.wwAw®mi m mfr, r.. s 6M.Q04p°u""� � aA"ma�"�lq`o af',mn 1�^�m� �y azmx pepµ.p.ua�aq FIr. T OMAXLY V �.p�ps.,�4 secnau NO AC um Yw.a �cE`15i "fo MORE THAN 2V DEEP LESS THAN 20' DEEP ,� 19300219 � N01[�v�`.M"nw�m°atl11vp`m uc� �/ONAL E� SERVICE LATERAL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT SERVICE LATERAL DETAIL C Schneider NORMAL AND DEEP CONNECTION ace Iz/oe/oa 2. r.�egmerAwl�Aess\nereos\m-9n5nXs CITY OF CARMEL DETAILS I E 106M St 4 O = ...... ..... _. _ _- . .._..._...... _____ V t W' 200' WALE: I. -OR. \ GENERAL NOTES ALL TC RUCn N DETRI.3 SHA SIGNAGE M T 0 MATERIALS AND CW ON SHCN ANDS SMALL WOKS N'H1H LINDANOOT A MANUAL UNUOR SHEETS AND �ECRICATCNS AND WE IH6M'A N.WNAL ON NNIGCflM TiAFFIC GGIlR0. DENCES. BARRICADES OR DRUMS SHALL BE PLACED ALONG WE OUTSIDE 2 FT. OF WE EASING PAMEMENT WRING CONSTiUCTON O 20' O.C. ` REPAIR OR REPIAGE ANY EWSTNG PAVEMENT MARKINGS THAT .US DAMAGED OR DESMOO D DURING WNSTYVCTON. SAW SRUFET CLOSIRE STALL BE CODROINAtET AND APPROVED BY WE CRY OF CARMEL PRIOR TO CLOSURE Ct ruse lnv.) _ J Illlllu$ VIII IIIIIIL--^JIIIII ROAD / r,5• x9m RNIB I CLOSED rBN�r crwR � Centmm°ry DF I —� N°rtkbn Or � ' _ CRODE LEVEL E 9911, n 99th sL S Gy STANDARD BARRICADE TYPE III a � xor ro scAIE S Brut Or N� P E GONWACTOR TO MAINTAIN ENTRY AT ALL VIES Col°ny Ct °# TO PRIVATE ORIWS ON LINCOLN BOUEEVARD, V.,SEb Or 98TH STREET AND WWOBRIAR LANE. / 3 B i h Brla Or s 5 3 " ROAD TQO6E0 ROADTO05® ROAD caxsmMrnox t � 0 3 Lw�.O°a a em°° cm �. iRAFF1C 7� DUFAC qpA� A ARG\ r E 98th 5t PE III—A o E 9 S DE OU ETOIIR w I E i g All-4 811-4 R11-2 44MI-4 v 3 .RI .tl14-11{21 S E 98N $L l VI°Y M 0 O O ple C AssdnD/y lA.ssemb/yT• ARGemD6v3• a e 3 6 $ M51L1 CONS'IPUCigN ALTERNATE #1/`vl Nzo-z XW26J A&62 A ¢ d 000' 500' 500' '� GNAGE G IS .1, © O TYPF III -B I E 9atR 51 C_—_ — C T1PE AI -B E s v ® FOR oEigH I oEfpn OEfm fIETpA DETOUi cmSm E MI STi�f STIEFf Sif T S'II�T STI�f BTRFET .. 7151 tl ,-"� J.M4-6 .W4-6 XM4-6 XM4-6 A9H-6 "4-6 "N 6 �y v 9 EC/A[ 5'PEC/AL WCIAL SPEC/AL .i a& ,wq-R XN4-E m I� ptti c 3 b E 90th SL E k(N5,-/ kN6-1 AL6J XM6-I .qAR-Y .YA/.5/IL XN V 5-I L @ O E E DRM I' APMz• Z44M3• bRV 4' 2Sw 51 s � F � ° P �.v.4 �DSN Gnm WARRING xGT, TYPE'A• � Ba _ NONLn9han W ° m CONSMD(.TON WARNING LX%li. 114E V 9 J -7� 'rn, n AsucAne. rmF n G II`wwee �C I^\\ Dxsmu c% AREA, GdH91Po1rnCN 9aN, TWE'A• ..u.. 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Cenburb° and ho ad anal.- moat -11, .11 Of Hale ane lad m ,dere..°Mane Wlet u 1. m° Z Cem„Nen S Fud W,nary, mme me era.. .bllma . Egwe Na Smwtmlu° Imo mmtlnw Ulee p PPdmaid r cn tlM W Me lead to perl.haday nM, end u[ °b Ule r drendNF en 9°° a eaRm a board, ccra�n.baK Bdew TNdwg whtl¢0"apuiPmmt . SngmY Inde M1°n tmpwry...' M1xAlllea p a m main.lode Cmhwlnv me ¢am.Y°w°n moat eanply MU °II elo\e ana Icwl mry.lanowa Mega bde4 a egtk g. LIIL¢. Gnplpnm °f tlw we aM and M. CmabuclYn P -N lamed. Me rr Ney'lty M w1 ern°Ian MIT hew . actlmv. Seat, IaAlpw Mal be KIN W Me alta by end. u w trmbr TougM1w\ 9. Sol rtdxq °R elle hone emeWNm eWMnmt wbmltW on NCI haft uA Iwae m Uey Mw -awttttl ° NMka °I remnant- MltT. Ilea pa ccaluarre wUMm\Im to de , under, Me awed CmeWwlm Pmmat b bmF ed real of Ma day IM NOT h m m eabol 1. whire, f°eAl\bu N.Wd b uN.. by M wnebu lm .menet ma be rulcea NUN myuul AT nuphar[ wv tod yM wddi ewN¢y bM111w °n Me r.gm .sty of Ma ¢nb°dcn and al a dva The Iwa\kn of any emxory fad. Aald be F TmW an 1M Mamwalm prim. pnmtlm - The .Meq mnala calm m..wv OF be wean u barred °n to It wrlwu pence during dv.gmml A M. nin All -It. moat wI. an NOT .11 URty (IF e°M after m. v mw M Ue Itl°w, cmdxlme bow plan by U° Wmta I1dwd di 1°cNm of had b1Nn Warear a 1. SSurce". M. baby mm uta b maapllN <na mwnbN amen b .etre Nm. add lu .Uu mnebucXm pugmu mW wlpbub yead Mal I 1x. Flntl m°alb°Ikn I. peen .Maes® I IT'Ndla W. °la a aIle /m mlb, Me wrmtt. war mparchad %M m c c m a upgy w .Arte Cal Wpmwa by Ue Stab a Ideal health epvunmt °I®Ile Food e1^e. Wath m°A p° d apgatmmmv . MCUm memtaAp lxr hoe neem °w m¢a IT the alb Met cal nm dew andly :e..mmm t h ran Stared 4.. Cdnma pipe. 1=11 a aa. mmnaOF wNllmd a 1, rano. a a.m- W..Pna Impu.ry n.bmmu- n.. dew .W.q..a era Me -bees nes paha bmreaa real to We bcmwmer. ane e F 1 -.1ca , . CCI da, cm. (1.., a mw). a ..Or. `. as up -S. q pufal m.°d el°"lm uta aAI e a dyu w .., mb wX abma Mal mal , M owe aaA y! 8mu h daM9 . .amt Not W11.11e baccown.a. haft dam (wept fu MM a°Aau) Wwla WM plow WMA m area amu°aea by a berm. The ave None or Iw",I ".'L SacA M aebvgmb 1[ wNNba N w _ e fj$f$Lg04n rn+-eCn]m Net Apallmbla Ser Stade m Pl.. pmfiea ..dwrea r a a, we .Md, Ink W ewa.ae modwle A -1a b..Ohne F had..Nina e+nAlnma Is nM ry tl- W re< mf ). abn 16° L�N er, Sa .1 wheentyLerranducer Pece a- a Stam gree ay me rld. Cel°aa °( alma Nell We5u STb petrel NOT Applicable ng nigFw ad N. Me wound be rea°mow de ye In omahe once nd d O° .large I don. mw�auq J achicaar Me cmm, aF had m rmcwvl tan the da and dlp°W of In a wNmwu'wXR Uv /Nerd eb4°aW Ined nqul°II°ne torbody" I GCatlli$Ad may M ap,lmd by.mtl. Mt, m IOW ag.Amb.a Me addWwx vb ° MOCOue Mdtwl New b NO Lal- Cmbce Plm Iu 1-1. ma She ... Or decalq Mm mai Play me/u N-.,dbuc voMMa Fr1I d P-. 1, In pbn A ..I. m -peMwr, aamry am'ae u<v pNr Cpnrfgty u My Sam. M. cn.abandan anhonw 2 halo Me q eWNm nb.nee Per learn M Ue paanen all ..a Md at -e If needed. Pot away' ae c n° F Clang ° couw, mM Invlrvi amabuclM r m pqa n adw amble, abmgee ta°ame M1mtlMg aroc.nr. The location at any.mama, mMvM naege mme Arm be 5tien I. a .1 a. per.. by owe -d Pram an n,a,mhaeAg. Led- wnbd Mmbb t,1 be buylad m Me NO at 1h nMeard, Add predicted, m[ mad . w -e m ahoy ending Aleh b 4uG meat .. harborMb?. and F.C.dk°. an a whir pclluller pmn Uel plea by Me cprub Mla.Ag ml lawtbn M Ue a\aye :a ...d. A:1 (awthei W muw0, a. Fmw OF be Aearl to a.wnt ,I donee s Sena• M. at and mW m u. ak Fly.e were° me e¢i erre mesa meso® mak ammo a ddbnAa Me u delta xoom nn are an carr ..r e fromml wNeo9t°Nwa db 6eeaae ImU. and begbb m Ua tlepm era moa, men °ggerNe vmM Oso.0 CIU wwtn entre em4eb, cournlbtl mwan num eldmW. & OIVWb. Ame.X amnant for mw Man 15 Cha, hart No \wnpsou" aM. p bcnnawe abd-w m dl Id° ahmm-tor 1a wMat W mcNrg malrvnmla N Me emit at 1OF ger a me ..,I bur I.... >. n. .term .mer w .dour aMfr. penNde beef water[., wCNwt W�bm ampbu.n d and f I hada rdw..bbnm, u. a men I. a h. b hday M. flares[ RmWr rata ne el mg w^'e Pnhlna-. 'w `eft rdwawPea2F+a"-°'a°3 Wa.1 da- arae preteen- mw to hrded, dun. Flea add. eh IWr Nn duebld -1a a sena M. pmlmeer °f Me m.. �f- - xF-atlux m p,.A, met and. In .. No whale, mIT .abn e u .m. dbmaden Of M. dew. naauabg It. In. arra arra-t .1 mw.al conal M. ml. of mu m.aaa Me eaarmomv M u° a Octal deal ww lm, wren pan add wading am nee •µrob b u law, a areamt m\mre M.re m Me 1a., Sm a we'd m -,w w.. Th. swl'P it. Th.. m. nth plepa.e w[nw. apes m¢a -r-ala III. Indian ero a . n dowaa:l paad a ed n n comae, data c er Id ...\ u: O er �eNw Me latera n barb MR M mW.. haat rax tree and nth wn..m nth, be alrxw w wwvr. n.x Pn.n- m.wd,m and 1 -1 n. flmow Jl I- a abet .geld gaevre ane deme new d mare g. low.. addebayeat blawdyndwabobb °ma.[reel,bar me remarral �m mxllnln 1. µa- rwi «oma^.Wnma a a ma wrplmg mm w,ea-ling dew IT AN. ,i ntl1 yat haeme bar....1.1 M .Desmon.. lea dv nae dente � Fa[.w we °A had .erre naa°Aae we ..dada ana/m amara ham we cm°tnmm It. A .-aamw reached, .mala 1n,ee ..d. merest .em ON - Ill -.I . had d..1, dayab a eM m11-1, ana wI.m robmFn ... n yc® rI-. eurng mel m. w e e Logien bpd Rw Or I.,. an w b m. ,Mo. .M m °aeiam° I... -d`badM regad.. a IT - anwnm 1e code. aha -,.a andinvand at.. for dabh, 1 anre Fa... carrawly,_ Re/x to M, SRI bible. Mal, Me Srwd St Pra.11en rSmL Thy, Owp r Id I. N.0 . of .1 FOR. 11 c III It. the °u.\W b pwMaaM a luded Iatm Not oppll-wo, .ueu er a o na e¢ a polue n, tlw utl M 0.ITC-1(31]-5)1-x6W) we In. Part, (St]-5)1-xHt) .Ile as mrt°°1eL R ° ^ add 11th u abroad .. Me DEM SOM gager amts (06.9-2P- M) and Me Canty cmuwalm M1 naT woncnd rnr A. Lmmr l.m Prw W ...am death If 01rMo . wA ummema, d and Ia\Ip dU The. of hate itarad v (31>ud>18-Fe05j m. W w ml°cba. (The wrwry M ° .hart Wy X Me amAage Mlmn It-w.1,pd-R le CII be potwc. by rlpr,q berm ODM to the Fmlm Cmba1 Plan M lac\kns mA Me Me an ..mewed the"o OF m,mtlmwY uT °a pmt mnpwl or manure a e qq a °l 3' depth amly ran ehermged I°\° ° "Afr W dein.) eTpe Tl Proceed handlan and e wgee a .l odea read. prducNwwanatmmlaw tha Nf° Md M Oeard llWge, �r\ Ad pcvabe mmaw am °v d°a° u errand ° y,M ear -up waddle IT be UP. W mlardare moa andial Pa ..pp be L f ll flat 4 p\\ 2 1 of mank form..d°Y mU1nd m cern a, made I he ala N. m Ne amwudM ata m Or tlmu qtr rq °prne at atleb .AI be umlvtl 1° pnxnt p.e deelmAlmtlm. qeM 1° Gedm CrW PI°n y fNm11hM10flf plmin°o wl Mlwtpxdnw AtPIw11 g50 b.Inl W\N°JanOrganic tllhm Iv bee: yy ° !mf New fMAFu .M ° .m edtlm PI 1 la per 1.Cpp bean tt d ocWtl 'M [.°thea -a Fmwm CmIM OebJla Ion de[aAa ec �e pAw Pwho -w .mad S Ince., pabulum ay,Mght a dee pm.Nm'.I- array.° el W pawl .els-hsiWa nlbgn, lA nwmt .aP1n3XM rnr[uts rccragwv na nru rry uva..rrs ugsuyxiantwr Na� 14 und. and dwbww awM u° d a mnyand" by action d 5 pmt Da chroum b I Cna°U, chin cal had, www, uwI.-I Me tN n. LAnit„ a raaAg T day. J Nme: Pty If C AdPrma One PN°ehSquere. C IN .603] O�m4 9neee. Woke A m Itled mate Nell °de Nvn.Wely ahaP2. wM avArMe mm w p.1[e levo mtl Or 'Ford, wel-I dpomd °f F nam mm .. laol ngduMM. pint. wlUln efrme Mune w . dq emu Ivgs ..I 1 N m°br. ""Mor .N m. me db�w mdj[ NGot a MM plrn. orb 4c6nee °m el. u ylfy)Eydyrc amn ere ma p.or e,ravr ru m u[aurm. �ymAl�F 1 t d arach ..it F a.. red e,mlly 5Z enUw area by doi ng equal quantity N i daacVmeyat dgat CWM bpor mAe erns. TICRearadyorg Tdgbme (31]) 5]1-x F. paha b. I- Iran 1/q Fan M nN, rtll Ilg I. CeW xIU a gne qw% FaAnl¢ (31]) 5)I -i119 m c=e oertna co a g I X Pla bleelO. d.m4...., da - by d ad e 9 EICon. dew na abet mulch ° -".a- d m .n ueee sou m w OF a rad b.mm.acal and.. nal w eq.e. by mhre (w ....`chance imhy which a _ad._. mmbt a. IN. M- 1-1/2 Inch.. oder° mera.mme[. been d,S dee nthF xi a.. Carl N a gnaw. eyes. q. are been ma o eft[ .our W ed aa.. rvn.W 1a .d y cad a me. wdume (I.q.. at, ver.d xM Han. a°°am'°ae.daa drw,x.ma waw '"IV darthe lwn and wp max gnu am ea le ..w1Nw. lmmea°wy man ear lam at, °/ria, chard d. 1N e6mx Me,-.. anaesgand aempdi Or, ern Ipand wlab). ¢m Wgwlbne Adl a° nuc. °t IoM -c° mmUy e dmubed hY cmabu[VW I... InoNdFg b. art ....IN ..IN.. flmmmtWw N n w Inpedlmv well ad -.a'. and ° udl. "ad prpcM�by A velem.[. me qudm. pew IanOu NM J. flew to Me SM l dah. wdyr the Y and Sea notanday, Sent M Maine of Noncurrent, and pdm-m\ ve#mg .11 dor v°. earl eat. m. IF. May Endear traphhme (IS) S'll-2HI all storMCr Me I. am er Oavl P-14 UI. SFP MP. a Me Rabat F m ( ) 5T -Reds r°pre mel deardyae tool lag wp..Ia �ngNerdn, n°ud.).nam yr°Ie �a of �rM Ti.eta of not be aubemded; aboord e, Uwre an our all Into an the pnhnlY Tae Slb PIw Nawa Me prtq°a. Me mtlrFg the FwectlW. a e'. °f Me Nrq hfflm o pl they P. 'd Nn Aa TU aneCm Ue mb °I I1tlemb M nonwoMr naW donti eienmb°eMbn. TiaTMnq llbm aXn a mpn-wn,mb. Meq A . ul Me 1ngwMm muM°un a+e P.^^marXYY fads pmbd M ter pal Mledn9 mnebuntkn.l lea m-aM e -b meY NooWadad by Ingwpena mMN.a by tlw 1°ctl Scp ana WeW CmeaM. pbhlcI � dance My mtl. and as cued, d of P res wIy. U.e d. not are, mANwd Wllard Ira dra�I.tU .chard.. d ana. wewar va ac 1b Ad dee b b rtea I rdamae al ort -d1.. gaewN rand ac cam eta era uawbml-.na b, hwvrewe, ear m.ri:m.bg <w dnwddkn Fnbmm are en. whoa w m. .erre. .h mane ¢m pamtmf narmanr ma edea. Ire red 1.. now -u.1 n< a el ieal:e ', awes. F Mx svxPP. e .d. Chair era \a.- q had n ewe ....n hand _ coalhe T o.1[Iawmnh PId. yPedba .-lama, ear nyimnm ..a..I afln ..I, mel. h. Inon.na d- ewada-�al wdca,a am. dread f -.wage.( melena. Mal he .,.a b ae.wlbled. Th. pare... b andarm Met .ex ON po M ma/m bpw.ed w Mm pmwaela b....t Mal dam .dard, rmwdeh.:m, xbuddlel dere mleum. they. na.. bee mat hese.. men. melon .ad Mal hmmm\. da. Fhg Mo.. °INmaraiywOn. emu :n:°inw.I..gat. b NOT°r th• III rel beadbeucamed11 ue ser pr°r° ndlat m�u.r .1 v nn nae ipel°I Pdut°nt Pew ng eduVare or Wma INra ircm .. equlpmen4 gm h trained., myp.b _ a Praha AONCNAa from .conn° dram. Uadeawn�.1 be nmmaa m anon Ma a Ream awe a enabdw 1a meNbinM ma ate had pa mal 9a,w]wA mora\., Two a Pdmm\, aming edmka° - wlw.lb. mw (prod,. hese, gmwa anew °amaaee .M ewm1. ahlaaeOtOnnI abbmaah, ear t,1 am m mw..lin pawmml - dare °alma a wg.1a. ev, a inw wwMlma). waw rood daft[. paces , MMR d Me b¢y.aea -Maur and e r >oz a areae maw e. maenad. \o w medaer.d o. m.. M. qa.- a MN hgmamt1..e.1 you faUla. and ,w.e dawned dew. NO, head W FEt HORIZONTAL SCALE BRIDGE FILE N A aux>Eqp ° RECOMMENDED [ CITY OF CARMEL ¢!` 0 iVO. < K s VERTICAL SCALE FOR APPROVAL DESIGNATION N0. =a 19900549 +_ OESI(YJ GINEFR DATE NIA 'ata SfA25 DESIGNED: A'( DRAWN: PED SURVEY BOOK �-� � SHEF15 �•r.` STORMWATER POLLUTION ass ar fsfAnuX6. ro PREVENTION PLAN fANTRACT PRO'OEC ZNO. _ r,IpNA1140 CHECKED: AF CHECKED: AF MANN AT 18 ¢oi 2! SCA• xcnw TYPE "He TYPE "J,K,L,M,N" MANHOLES NOTE To scat IucfR 0.w EXISTING SANITARY s 2• SECTION A—A TYPE "E" INLET NOT M sAO BOM WAn �dtltiQl—F TYPE C' (STORM SEWM T NOT To SC.LLE .x I- Poo— ars owj �" S50 w a.om- (re"y CITY Wi. 1vFxvef Unm fe,e—, .. Irby[ vire tMM PmmnN SHnn ➢l1B ue&T.i SANITARY LATERAL LOWERING DETAIL NOT TO SCALE NOG£ 1) 1' Or Smaller Servile Line Shall Be Direct lop Unless Approved By Carmel Wilier. 2) Coryoralian Stop Shall Bb Round And Model Approved By cormel Wailes. 3) Service Line Tap Shall Be Installed WithA Min, Had,. Separation of 24. 4) 2 Inch Tape And Smaller Shall Not Be Installed Who, Wibin 18 Inches of Mroclmral Jalnfs And Bells. TERAL W., eAAS L.. iEWD. I u Me 5. So' sly (Im0 re(l \ ti No 1) I) I" Or t Service Line Sha/1 e Oireeset cf Tp Clnless 1 Approved By Coe( Utilities --' 2) Co,sem loo Stan Shot) Be grand And Model Approved By colonelul/titles. wppe-urvFe une 3) Serviro Line Tap Shall He I o bolo" srry Installed With A Min, Hoo,. Separation o/ 24", rr�or�i. I>a war. win 4) 2 loch Toes And Smaller 1.mgr" w _ lyver Shall Net Be InSfolled Wfltin "n 3 Within 18 Inches of Mechanical e r� Joints And Begs. $ �srvrw€ ue rxt " naM�r avc1M" eqc cbas .150 p peon` [Wih n w -- r. n-) CITY OF CARi19L AP9WHiTW.WATHH.SFIMCB W.a— nr mf osie wve"wrt meat lsv[ were STANDARD HET9WS IND mm RAW DEE= w.w na. wmwmimm rTWss m '�wwcn+®s,aI me rAm xam n not _ < z a — _ — _ Ln n r� v �anw �.wbn sum�w nmr xu a IS BITUMINOUS RECREA77ONAL PAIN � Nt sm 0 y OO I-Nwlsm nM aNuxw:.w16A¢Ns "n,W i pa - amvsm xw W Wes "vs.me as ".. W _� OO s'"anAcrn MvXeArc WstWSW * nmX 6 xvA�MNN. ATWIwM M154SgAh➢ BY cVsi¢ NVR:AIfh M0.`.PAmX P t rmsv, IG.IRyppy3 .. b R z'PIf01 ti 4 4As t n v e�awrwW. , 141 a 'z $ eg olWaWsas lbw wuz Wtr uss w.xea mxw wws mes, Le. sows as Im' COMBINED CURB AND OUTER TYPE lI y y xo f[aE a n oa xo��xaaw aw wN an�rc r.�1WW W:rwa NN.r A �.rawm,pnwb — O wrnW AWmwux mamwarmnomwwx. rolnb Wmsm AMiwu omMWiN' .��t mMarW Mrs pAam roJ1NR fqR 5 W WM W PM NMpWS fXAf IV W WN. wRwY➢ wnmxoW mlrMllW wv'oma+r mW vwn um_s Nu wn wW r..mo Nlw ruoxc� uw�. nW. o,.vW mvrcz miners ww wsvn.. s.�mx I �p ttl'I nr c'0(i'r... RA,y15TCA� i N0. `=_ 199017549 *_ �p SfAII ff .,,� AI)IANA ��p �{�/ / RECOMMENDED ✓ N ♦ FOR APPROVAL CIT i OF Cr rxv+v.uL HCRIZONTAL SCALE 1 BRIDGE FILE N A VERTICAL SCALE DESIGNATION NO. DESIGN ENG FR DATE N/A DESIGNED: AT DRAM: PED DETA�Ls Sl1RVEY BOG( SHEETS C61 r (CHECKED: AF (CHECKED:- AF CONTRACT PROJECT NO. 10-12 DIRECTION OF FLOW wri zi NW OF Op A- EMERGENCY �OEnLOw IN BOnW OF DA I- ;Tx.�lmrn: w TIL MAINTENANCE 1. INSPECT ME STRUCTURE AFTER EACH STORM EVENT. REIMOING SEDIMENT AND MAKING WHOM REPNRs IMMFOIATEM 2 WNM ME CDMRIBUTNG DRAINAGE ARCA HAS BEEN STABILIZE% REMP.E AND PROPERLY WERE OF ANY UXSTABI£ SETMMFNT AND CONSTRUCTION MADEIRA!- AHD RE-STABIUZE ROCK DONUT DETAIL NOT TO SCALE Mo 275 250 225 2W SLOPE J5 ENG 1 150 t: 125 1W 75 50 2S ,LTM FAgTC — FLOW EXTEND FABRIC k NYRE TO BELOW SURFACE MUCO POST POSTS SHALL HAIC A MINIMUM LMM OOF W INCHES PWS BURIAL DEPTH. POST MATERIAL GIALL SE RECD, STEEL OR SMTffTIC, AND SHALL OE OF SUMOMT SIRMGM TO RESIST DAMAGE DURING INSTAL.ATCN AND TO SUPPORT APMTEO 1DAOS FARGO SHAU. RE A MOVEN GEOTEXRLE FABRIC CONSISTING OF BONN G, ROT RESISTANT. MATERIAS RESISTANT TO DETERIORATION FROM ULTRAMO-ET AND HEAT EXPOSURE SILT FENCE CONSTRUCTION NOT TO SCAIE I Sr . PER W. YT. 1A STAR. PFR Q. NO. GENERAL STAPLE RECOMMENDATIONS 31 2:1 TO CHANNEL COPE GRAGENT DNIXG gcOUlgcO NES CHANNEL LININGS TAPUI SrNFlE PATTERNES AT WTI CTEDADDIPATNNPL UNE. ON SIDE ACPES AT PRD.ECTPA TERNS UNE STAPLE PATTERNS APPLY N ALL NORM AMERICAN GREEN EROSION OONTW BVIIXEM STAPU PATTERNS MAT VARY DUMPING UPON CULL TYPE AND AVERAGE RAINFALL AT ROPE LENGTHS GREATER MAN 3Po FEET' ELT WNME DRNNAGE ONED URGE AREAS IS ORECRD ONTO ME MARKETS, STMIE PAREAN -C SHOULD OF umm. .. EL EL u• L � 1.L 1 I�: KENTUCKY BLUEdUSs 1W LBS/ACRE CREEPING NET FESGIE 1Po LBS/ACRE: HYDROSEEOEO B= KENTUCKY BLUEGRASS 120 LBS. /ACRE: CREEPING RED FESCUE 120 LBS./ACRE HTUDGMEOED C SPRING OATS .3 BUSMELS/ACRE DWHEAT OR RYE 2 BOMEI.S/ACRE E =ANNUAL RYE GRASS b IBS./BENE (1 LB/100D 50. FT. ) IRNIGAl10N NETTED DURING JANE, ONLY. AUGUST ANO/ON SEPTEMBER CATCH-ALL STORMWATER INLET PROTECTOR TIE CATCH-ALL IS AN 1I AND CATCH BASIN MI DEICE DEVELOPED TO PREVENT SEMMENTATCM. CATCH -AUS SEASONAL SOIL PROTECTION CHART sT"fi FRAME OVERFLOW FIAIURE STPAIDZAnON .MAN. FES. MAR. APR. MAY ARE JULY AVC. SEPI OCT. NOV DEC PRACTICE PERMANENT A SEMW DORMANT R 0 FDINC IEMFMIARY M ssmNG KENTUCKY BLUEdUSs 1W LBS/ACRE CREEPING NET FESGIE 1Po LBS/ACRE: HYDROSEEOEO B= KENTUCKY BLUEGRASS 120 LBS. /ACRE: CREEPING RED FESCUE 120 LBS./ACRE HTUDGMEOED C SPRING OATS .3 BUSMELS/ACRE DWHEAT OR RYE 2 BOMEI.S/ACRE E =ANNUAL RYE GRASS b IBS./BENE (1 LB/100D 50. FT. ) IRNIGAl10N NETTED DURING JANE, ONLY. AUGUST ANO/ON SEPTEMBER CATCH-ALL STORMWATER INLET PROTECTOR TIE CATCH-ALL IS AN 1I AND CATCH BASIN MI DEICE DEVELOPED TO PREVENT SEMMENTATCM. CATCH -AUS AAE AVAILABLE TO FIT NR IMlY ANY DRAINAGE STRUCTURE CASTNC, AND COULD REPRESENT A MST MANAGEMENT PRACTICE FOR YOUR EPA MASS 2 PROGRAM. sT"fi FRAME OVERFLOW FIAIURE TEMPORARY INSTALLAPON: GONGU 11CTW PROJECTS ON HHNWAK AND NEW HOUSING DEVELONN 5 GAIN RESULT IN SUBSTAN MAL AALWNTS OF SEGMENT I WRING A RAINSTORM. TipDITONM. PRACTICE, USNG _O SILTS KEENS, HAY BAILS. AND FILTER FABRIC UNDER GRAIRS PROIDE ONLY UMNEB PROTECTION. CATCH -011 WI HUM 2 CUBIC FEET OF GNMPI, SET AND DENIMS. AND CAN BE MCI Mo. OTE -,C, 91E CATCHI HAS DEEM APPROVED FOR USE ON MANY YET ROAD CONSIRUCnON PROJECTS. PERMANENT INSTALEATON: COMMERCIAL AND INDUSTRIAL GI IBM IMPERIOUS SURFACES, SUCH AS RUMS Mo PARKING LOTS, PRC9UGE SiOPo.IWATER RLIN-OFT TNgT MAY INEWG£ PAPER REFUSE. CIGpgET1E5, SEDIMENT, AND EYeT' GONE BOATING ONS. THESE CONTAMINANTS CAN QUICKLY ADD UP TO A GQIIRCANT AMOUNT IN CATCH BASINS OR MUNICIPAL SYBRMS NWMT POWER TREATMENT. STORMWATM LADEN WM SUCH MATERIALS CAN RGlOM STREAMS LYMES. /!A NFM-GNMC WATERS WE UNIQUE DESIGN ON ME REUSAHIE SUER MANE OF CATCH-ALL FRONTIER AN OVERFTDW CAPACITY GREATER MAN ME OPEN MFA OF ME GRATE IT HIS UNDER. MI5 MEANS UTILE CHANGE PER WATER TO BACK UP OR PO EVER BEIWFN SCHEDULED CI JNI S. ME WRAeI{ RRMFORCEO SEDIMENT RAG CAN BE CLEANED NUMEROUS TIMES ANO IS U9LY REPLACED IN ME FIRM ME ENTRE UNIT IS INSTALLED BELOW GRACE AND NO R®AR. CUPS. ON STRAPS ARE EXPOSED ON TIE SURFACE. WM A TCP FANG£ LESS MAX 11W MUCK, ME ADDIRONAL NEWT EIDOSVRE OF ME WAN: IS MINIMAL WTCH-ALL CAN BE AN IMPORTANT SUPPLEMENT FOR CATCH BASINS AND UNDERGROUND STOWIKUER STORAGE SYSTEMS THAT ARE USUALLY GWIPILT TO ACCESS FOR CLEANING. CATCH -ALIT ARE AVARABIE TO FIT NRIUMLY ANY DRAINAGE SLNUCTME WING O LAN `EXT ENO APRON TO LMGM 410WN ON EflO51QN CIXiMd. FAN END SEM NO OE FALL ��A,1 4`fi" i4W A5 STMRM PIPE FILTER FAB UG SECTION OUTLET PROTECTION DETAIL NOT TO SPAT A2 LANA & WATER RESEOURCE INC. P.O. BOX 20792 INDIANAPOLIS, IN 46220 PHONE (317) 917-2180 FAX (317) 917-2181 TOLL FREE (800) 597-2180 www.Ii21wr.com FRAME DETAIL BOOM TBURSD GEOlEY01E- FABRIC, 1e FASNIC. 1m. MIN. I COMPACTED NOTES 1. FOUNDATION GNALL BE GMWKTIE FABRIC FOR STABIMATON AND FLWAT N OR NEN`-GRMM GRAVM FILTER LINER AT UDAUT 6 N. MCA 2, S1CHE SMALL BE NAND. MONEAR, AND HIGHLY MEANER-REGSiANT INMAP STONE AT A MIOMESS OF 12 IN. MINWUM MY TOW TIMES ME STOW DIAMETER. WBCHE`hA IS GREATER 3. 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Bo— OUTSIDE DIAMETER A MINMUM HE OF CLEARANCE E- INSIDE MAWWW MAU BE ENTOMBED ON GCH _ SEPTI BE BEOBWG MATERIAL BELOW PIPE SIDE OF THE INSTALLED PIPE V DEPTH OF FEELING MATERIAL BELOW PIPE Ci FRE E1RUAGEMRED bMMILL B MIN) r G KNOW FG NET THE REAPPEARED OF I1WT _H 2T k SYAILW 4 SifCIFlCAnLN YfMIN 211 MI ME i0 5A' 4 ➢ v ALTERNATE #t T A-2000 PLASTIC PIPE (PVC ICE HDPE) O BEDDING DETAIL NOT TO AGUE USES TO BE SAXWT ME - CIEN: OF WORMS AID LW3 CO ` AW I. BEFCP£ PATCXNG C DEANS TO BE RULED ,,r WMIS PATtlI v5 NmMEEMS BLWAW RI M It ARNETT CCONSPTO WE CLEEBERG ACi'ALAIE Pil REPORT BURDENTR, EATEGMEER AT RHE g5 EN, OF ME Ott FNAGER I� — FPE BEI BITUMINOUS PATCH DEWS NO SrAIL m IX1Y GFUREA AS RRE. BY INE OTY FNWIEER ITUMINWS PATCH DETAIL TO USED GN UTILITY CUTS TNI WODEBRIAR LANE —TACT( AT . 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LL D Re=OOD MOVES, B = N9BE OAIAECO A = MATE rAL MUNNNc MATERIAL WIDER PPE 5PEN41N PAL INC ScA) WDEVON OFMENDOE aL➢x PPE _ B601NE 6 0 E MW 80'E SNAUEH 4' XOIEb Bc 6fi° G FAKEER fi' 1. BUNG AXE XN ECMG UP ALL AFP INSTAUACONS STILL UP FB BE ME NBEEN O INE NAME AEOUWEMFNIS OF WE NBOT. SEWERS SMALL R TURD Ix WE MUNCH REMEN BEEN MAT AEIEN ME FEE Is INSTNL£D IB GRADE Mp UNE MFAE PELWNS A I' MINIMUM OFP1H BE YARAAL H10W ME PTFE BIA2L AID A MINNI N BE A. BFSOW AXE EU. 1. @PE HELD 66' .VSO LONGER, nE MUSUP WPM BE xAiPoAL BELOW WE PTFE WEEll SIPLL BE 6'. BU NG DFALL BE PUP6 TO EE ON " AS `GNUIE SIR GRAFT, RE LWSEEY PLO® UNIMWPMM I NAMEN. PAHO WE .11. 1NIAG BE THE PIPE MEN TO PLACEMENT OF FEE FEE.F WE MODELING Ells BE WE WHOM BOTTOM PA MFT ON NEONG. ME AGE SNME BE THEREOF TO SEW A SEW FLAT 1WBX FOUNDED WEN P CWHE B WILL PRGGNFE A UNIFORM MO BEADED CdMT.. ALCUR ThF INURE LOUTH OF TIE PPE. MARCHE' AND LARNE WO(I'LL ANNE BE NWACTD IN e WARNW UMTS m NOT IL4 MAN — "N"."I.' KNOTT FCR INE ENTRE Do. 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AlLL ICTO %PE WEN MUGHTMEEN OF REPASSED Ott RIM' SHALL BE RIXFEgLIN LCNLNET PTFE IffGpF%E6 OF uNSDlrnw DYER nwu PPDs CITY OF CARMEL STANDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY STORM SEWERS 10-28 CITY OF CARMEL DETAILS