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BY: ACH SCALE: 1 "=40' DATE: 07-14-2005 C:J Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX-244-1969 ,vII Design SurveYing Lund Plilnnll 0:= UJ I- ZUJ UJ> U~ -JO Z _UJ <(~<( ~ I-~Z UJ2~ c.. 0 O:=ZZ LJ 0- UJ~~ Z I- V') UJ 0 ZUJ~ 3:~ <( o c(J <( ~ c.. ...... u LJ N Z~ OV1 I-=> Vl UJ ~ PROJECT NUMBER 05-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C3.1 SHEET OF 16 DESCRIPTION: O€SCRIPTION: - EXIST" ASfIIoMlT - FARM FlE1.D FENCE EXIS'hIG STON[ - fl.OWUNE .. . EXIS'hIG CONCRETE -ohel- OVERHEAD nECTRIC lM: -,' . TEMPORARY BENCH MARIe -elec- UNDERGROuND ElECTRIC x~<!' A SECTION CORNER -lele- UNDERGROuND TElEPHONE . IIMC NAIl. SET - f/opl - FI8ER OPTIC lINE e PIC tMIl FOUND -wlr- WATER lM: 9 IIMC NAIl. FOUNO -qos- CAS UN[ CD IRON PIP[ FOUND INV INVERT ____--' x#"'''' ~ ElECTRICl P(DESTAl TOR TOP OF hi vi POWER POlE TOC TOP OF CAS'hIG ____<fJ"t::l" A CAS VAlVE RCP RE1NF'ORCEO CONCRETE PIP[ ,J'<1' ~ SANTARY MMHOlE PVC ~ YVIN'tl CONCRETE PIPE ?~ ~..;:~ .or SIGN \ICP VlTRIFlEO ClAY PIPE CURB INlET CUP CORRUCATED M[TAl PIP[ -......_-'" '0'" .uT CPP CORRUGATED PlASTIC PIP[ 'o~ ~~" x~o~ TElEPHONE CROSS-BOX E,S. END S€CTION TElEPHONE MAM4Ol[ R/W RIGHT-OF-MY ~ TElEPHONE PEDESTAl T8U TEMPORARY 8ENCHIMRIC .~~-, TElEVISION PEDESTAl CONe, CONCRETE x'(fJ"J'b'":J o€CIDUQUS TREE SQ. SCUM[ CONIFtRCuS TREE SF SCUM[ f"EET MTER VAlVE (0) OEED BEARINC/OISTANCE f'IRE tf'tORANT (u) UEASuREO 8EAAING/DISTANCE ~~'\, rJ'" BENCHMARKS: x<f' ~ BRONlt OISIC lOCATED APPRODMTElY 1.2 WIlES SOUTHEAST OF Z1ONSW.lE; APPROXIMATElY 0.24 WIlES NORTHWEST OF THE INTERSECTION ON U.s. 421 AND WEST l06TH STREET, ON THE EAST SC)[ OF U.s. 421, SET IN THE TOP OF A CONCRETE POST 0.$' ABOVE THE GROUND; A U.s..C. AND G.s. BENCHMARK TAatT STAMPED "S 78 1946., 0' ElEV . 901.37$ \,,,<1' CIVIl IV'~ TAU'l CUT "X. IN GuTTER Of' C\N J17.47':I: EAST OF CENTERlINE OF IiIICHIGAN HeW) (U.S. 421) ElEV · 9OS.02 ~ IV'~ TAU" CUT "X. IN GunER Of' CURB 746.1$':1: EAST Of' CENTERlINE OF IiIICHIGAN HeW) (U.S. 421) ElEV · 904.62 PROPOSED GRADING LEGEND: DESCRIPTION: A8BRE\MTIONS PROPOSED SPOT EP . EGG[ OF PVUT. PROPOSED CURS ElEVATION TC . TOP OF CURS PROPOSED CONTOuR 8C · BOTTOM OF CURS EXISTING CONTOuR TOR . TOP OF hi (PAYEMENT ElEVAT1ON) PROPOSED GRAD[ 8R[M INV . STORY INVERT PROPOSED fl.0WlIC F\.-fl.0WlM: PAOPOstO STORY s[w[R U[ . IMTCH EXISTING DESCRIPTION: 0€1'M, '/SH. . PROPOSED UNOEADRAIN 0€1'M, 01/C7.1 PAOPOstO 8[[NV[ .uT 0€1'M, 02/C7. PROPOSED C\N .uT 0€1'M, 03/C7. PROPOSED IMNHOl.E 0€1'M, D4/C7. PROPOSED INlET 0€1'M, 0$/C7. CONCRETE [NO SECTION 0€1'M, 06/C7. GRADING NOTES 1. AU. CONSTRUCTION M[1'HOOS AND IMTERIAlS MJST CONF'ORM TO CURRENT STANOMOS AND SPECFlCATIONS OF THE F'EOERAl. STATE, COUNTY, CITY OR lOCAl RE~ WHICHEVER HAS .AJRISOICTION.. 2. THE CClNTRACTOR SHAlL VERIFY AlL OIMENSIONS IN THE: rno PRIOR TO STARTING CONSTR\JCTION. THE CONTRACTOR SHAlL BE RESPONSI8lE FOR AU. FlElO I*ENSIONS.. rr Nlf DISCREPANCIES ARE F'OUNO IN THESE P\MS F'ROM THE ACTUAl F'QO CONOI1lONS. THE CONTRACTOR SHAlL NOTrFY THE ENGINEER Ml[OMTEl Y. 3. THE EXCMA'hIG CONTRACTOR MUST TME PARTICUlAR CARE MeN EXCAVATING IN AND AROuND EXISTING UTU'Y lINES AND E~. ~~ ":s~TO~~~TORS AND/OR UTl.1TY 4. THE CClNTRACTOR SHAlL NOTIfY AlL UTIUTY COMPANIES 72 HOuRS BUORE CONSTRuCT1ON IS TO START, TO V[RIf'Y rr Nlf UTunES ARE PRESENT ON ~lA~~~s.r~VA~ls~Ar THE: EXISTING UTl.rTI€S. THE CONTRACTOR MUST NOTIfY THE UTIUTY COUPIHI SO A REPRESENTATNE a; I*T UTU'Y COUPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. $. TRENCHES FOR AlL STORM DRAIN lINES SHAlL BE IW:ICf'UEO COUPlETEl Y WITH ENGINEERED GRANulAR IMTERW, rr WITHIN $ f'EET OF PAV[U[NT. 6. Af'TER STRIPPING TOPSOIl IMTERW.., PROOfROU. WITH A UEOIUII WEICHT ROlLER TO 0ETERImC lOCATIONS OF Nlf POCKETS Of' UNSuITA8lE ~~n:.:~~~*VMZ c:....~ OETERIoWIEO AT THE TIU[ OF CONSTRuCT1ON. 7. PR<MOE POSITN[ ORANCE WITHOUT PONDING, It AlL AREAS. AF1ER ~~~CONTRACTOR TO TEST FOR, AND CORRECT, rr Nlf, "'8IRO 8. AU. PROPOSED SPOT ELEVATIONS ARE THE F'NlL PAVEUENT AND FINAl GRAD[ ElEVATIONS. 9. SEE APfIROflfMTE O€1'MS TO OETERUIN[ SU8CRAD( ElEVATIONS BElOlr FlNSH GRAD[ ElEVATIONS INDICATED. 10. F\.0Ir lM: ElEVATIONS ARE GN[N AT [NO a; CONCRETE [NO SECT1ONS. 11. TOR . TOP a; .. AND REf\.ECTS PAV[U[NT GAAO[. 12. AU. CASTINGS TO . lABELED ....... NO WASTE - DRAINS TO _TE_Y'. 15 15 13 MlI&.CY IIlILC't ... "DIG SAFELY" A ~ "Irs THE LAW" OIU. , _ OllIS __ .. .. 1-800-382-5544 OIU. IOU. filii 'lit __ .. ~ Q-I-A . . ... .. ~ 10 c.c-II -~..--- '::"'.:::aca::& -:c 13 12 \"," , 7..5,<Ari'f6,f. ,~o-'>.; S\of'J O~i\ce ..,,\~o \ as 99 ~a{v.\,,~-,6?ac r,t .E.. "'" ~.oo .-' .-:> -,'1. x~ NORMAl POOl ElEY: 898.30 10-YEAR: 90 1.1 J 100-YEAR: 902.$1 UTI L1TY STATEM ENT: THE lH)[RGRC)UNO UTIlITIES SHOWN HAY[ .EN lOCATED F'ROM FIElD SURVEY H"ORw.TION AND EXISTING DRAWINGS. THE SUfM'tOR MAKES ND GUNtANTEES THAT THE UNDERGROuND UTl.ITe COMPRISE AU. SUCH ur..mES It THE AREA. EITHER It-SERVICE OR A8ANOQNEO. THE SURVEYOR F'URTHER DOES NOT WARRANT THAT THE UNDERGROuND U1l.IT€S SHOWN ARE IN THE EXACT lOCAT1ON INDICATED AlTHOuGH THE SURVEYOR DOES CERTrtY THAT THEY ARE lOCATED AS ACCURATElY AS POSS8.[ FROM H"ORw.TION AVMA8lE. THE SURvEYOR HAS NOT PHYSICAllY lOCATED THE UNDERGROuND UT....nES. 12 ,-' )(oP" 1~ xo,'....~ c:~ ~~-- - ~~'>." c:~ ,0 0,....,. "o~' x~ ,'J> x<f" ....'/ // //:-A: )(0,0<::'>'>'":1 \ \ \ \ \ ....0,0,..,'0 .o,d'')~ \ \ ~ , l .J, \ , \. x"'o'~ \ , \ \ \ , \ , \ \ \ .. 8 -u WESTO N PO I NTE RET AI L C ENTER ~ ~ ~ ~ · Iloll Iloll Iloll M. rw-$ ~ n ~I ~m oe u.s. 421 & WESTONE POINTE DRIVE [~. 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BY: ACH SCALE: NTS DATE: 07/15/200 c:=> Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX-244-1969 vII Des 9n SurveYing Land Plannln 0::: UJ V'l ~ ....J ZL.L.I ~ UJ> UQ2 -10 UJ _ L.L.I Cl <( I- <( ~~Z ....J UJO~ 0 0::: Q... 0 ~ ZZ UJO-: J- ~ I- ...J Z VlL.L.l Z L.L.I ~ 0 _~o:= u o~l5 a..~ Z N 0 Z~ O~ V'l ~:::> 0 V'l ~ UJ LJ.J 3: PROJECT NUMBER 05-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C4.3 SHEET OF <JI ~ W w a:: ~ C/) NOlt: ORNE 2 X 2 STMES OR '4 R[8M THROuGH THE ~.~~ ~E1ciRCKnw. ~ FOR PROVIDE NECESSARY MMltltNANC[ FOlLOWING EACH STORM PERIOD. IT IS IlIPORTANT TO ASSURE ~T LOOSE STRAW DOES NOT ENTER STORM DRAIN FACIUTJ[S. REuov[ THE M.ES AND STAKES ONCE PERlMNENT DRAINAGE AN) STA8IUlATION IS RE- [SfA8USHEO ANO AlL CONSTRuCTION IS COWlETEO ON-SITE. O! 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BY: ACH SCALE: 1 "=40' DATE: 07-11-2005 c:~ Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX-244-1969 lVI' DeSign SurveYing Land D,an n 0:::: LU t- ZUJ LU> U~ 0 O::::LU -JUJ <(~< LU-J 3:- t--Z LULL LU2~ V)O 0:::: Z 0 >-~ O~ LUJ-" ~~ t- V') .-J UJUJ Z~~ t-Z - ~ Oca< z<( c.. r- U <(-J N V)c.. ZV O~ t-=> V) LU 3: PROJECT NUMBER 05-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C5.3 SHEET OF GAS ELECTRIC ClNERGY /PSI VECiREN 100 S. -..&. CREEK ROM) 1630 NORTH y[RII*N STRUT NOBlESYl.LE. IN. 41lO6O INQWWIOUS, IN. 45202 (.117)-775-!31' (.1 17)-921-J.)$ 1 TELEPHONE SANITARY SEWER --- ClAY TOWNSNP $205 ROCIMl.lE ROM) REGIOtMl WASTE 0ISTR1CT ~ ... 41224 (.117) 844-9200 (.117)-2e-J4ClO CONTACT: CANOY FUTNER STORM SEWER STREETS CNiiilSTREET OEPNmotENT CITY ENGINEERS 0f'F'ICE J400 .. 1.1'-l STREET CARMEL CITY tUlU. WESmno, IN. 415074 F'lRST flOOR (.117)-S95-.1120 ONE CMC SQUARE (J17)-S71 -2441 WATER UTILITY HOTLINE: ~WATER 1IITHWt I\IOWM 1 -800-J82-SS44 1220 WATERWAY avo. WDWtAPOUS. W. 45205 0U1'SID[ IC)IAIM 1 -800-428-~200 (.117)-IJ9- 1S01 NOTE: iHfSiZE AND lOCATION OF U'hJ1'8 AR[ PER FUNS AND lOCAT1ONS PRCMDE:O 8'1 THE RESPEClNE UTUI'Y C()Wt~s. AU. UTUI'Y COMPANIES SI-MU. 8[ N011flEO PRIOR TO NIt EXCAVATION FOR FIElO lOCATION OF SEJMC[S" UTILITY STATEMENT: THE lJNOERGROUNO un.mES SHOWN HAY[ BEEN lOCATED F'ROU Fl[U) SURVEY INFORMATION AND EX1Sl'WtG DRAWINGS. THE SURVEYOR a.wcES NO CUMANTEES 'IIoMT THE UNOEACROUNO UllJTI[S COIFRIS[ AU. SUCH U1'IUl1ES IN THE AREA, EITHER IN-SEIMC[ OR A8ANOONEO. THE SURVEYOR FURTHER DOES NOT WARRANT 'IIoMT THE UNOERCROUNO \m.1TIES SHOWN ARC IN THE EXACT lOCATION INDICATED Al.THOUGH THE SURVEYOR OO€S CERTIFY 'IIoMT THEY AR[ lOCATEO AS ACCURATnY AS PQSSI8l[ FROM ...ORIMTION AVAUBlE. THE SURVEYOR HAS NOT PHYSICAU Y lOCATED THE UNDERCROUNO uamES. HOl.EY UOlEY SAYS "DIG SAFEL Y" "ITS THE LAW" CAll. 2 WORKING ~YS BEFORE YOu DIG 1-800-382 -5544 tAU. lOlL f'R[[ PER INDWM SlATE lAW ICI- 1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT N01'lf'YIiIG THE UNDERGROUND lOCATION SEfMC[ TWO (2) WORKING DAYS BEF'ORE COIAIENCINC WORK. 12 ~ c:~ 6,af SF t j L/' ~ \ \ ~ 6,800 S.F. e I EXISTING LEGEND: I DESCRIPTION: DESCRIP'hON: ~ EXISTING ASPHM.T - rARM ,.LO f'ENCE ~ EXISTING SlONE - flOWlINE 0 EXISTING CONCRETE --- OVERHEAD ElECTRIC lINE ~ TEWQRARY BENCH MARK -etec- UNOEACROUNO nEClRIC 8::, SECTION CORNER -Iele- UNDERGROuND TElEPHONE 9 MAC NM. SET - f/opl - Fl8[R 0Pl1C lINE ~ PIC NM. FOUND -wlr- WATER lINE ~ MAC NM. F'OUNO -90$- CAS lINE Q) IRON PIPE F'OUNO INV INV[Rl -ill- ElEClRICl PEDESTAl. TOR lOP OF RIM 'P POIIER PCJl[ TOe lOP OF CASlWC ~ CAS _V[ RCP REINf'CRCEO CONCRETE PIP[ ~ SANITARY IMNHOlE PVC POl WIN'Il CONCRETE PIP[ ,.. SIGN VCP VITRIFl[O ClAY PIP[ ~ CURS INlE1' CUP CORRuGATED U[1'Al, PIP[ III INLET cPP CORRuGATED PlAS1lC PIP[ ill TElEPHONE CROSS-BOX E.S. END SECTION dJ TElEPHONE MMHOl[ R/W RICHT -OF -WAY -ill- TElEPHONE PEDESTAl. T8M lEIIPORARY 8ENCHIMRK --tfSt TElEVISION PEDESTAl. CONe. CONCRETE ffi DECIDUOUS TREE SO. SQUARE . CCNIf'tROUS lR[[ Sf' SQUAR[ F'EEt .. WATER YN.'JE (0) oao 8€MING/DIS'TANCt lX FYI( HYDRANT (y) MEASuRED 8€MING/DIS'TANCt OE1A1l. ,/9t. , OE1A1l 1J/C7. 1 OE1A1l 07/C7. OE1A1l 12/C7. OE1A1l 0I/C7. 16 PROPOSED UTILITY LEGEND DESCRIPTION:: PROPOSEO SANlARY IMNHOl[ PROPOSEO ClEAN OUT PROPOSEO F'II[ H'tDRANT PROPOSEO WATER VAl.V[ PROPOSEO THRuST BlOCK PROPOSED ELECTRIC UNE PROPOSED TElEPHON[ lINE PROPOSED _TER lINE PROPOSEO CAS UN( PROPOSEO F'II[ PROTECTION lINE PROPOSEO TElEPHONE ~ ELECTRIC lINE 15 13 MANHOLE #2 TO MANHOLE #1 A~ It ~ -I ~. ,; f~~ ffi~. '" '") iY ...f ;;-';1'" S~~ ~~ ~? ;~ l-i~*' #:' ~ ~~ ~ ii: : I ~ I : I ~ I ~~ ~ ~ <? ~:f!~ ~NI ~I NI "'I ~ ~~ ~~7 ~~t ~t ~l ~t ~r; 1/1 I I I I I I PROPOSED SURF'~.., ~ IMCICF'U, I .. I --- --- ~--- 905 - 905 ~ 900 900 895 - 895 ". - ~ ~ " I ,. 890 - -w\. INY . as .J8-I , INV. 8Sn.7~ I , 890 \. '-INV(N) . 890.tJ INV · 191.M- INV . 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