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W o <( ::c Vl '"D.\.I :AIl OJlllllJ wdtt:t - C;lIOl 'liD J>'lw~ld.s :]l'llll3lv(] )cI't':lSOIoYl :lnoJvl t..p.lJNYl 'I0I1\\"UD~\6u'\ll.oc;nM\C;OOZ\=H :NOIIV:JOl ------------------- 8 J~~ !d ~ ~ ~~~! iI' !~ ~ ~i!~ ~;~ ~a 0:: !8~ i! oe~ la h ~ !~I ~~~ ;~i! ~~ ~ ~ ~5i ~.;~ i ~~Ii ~! ~ ~ :II~~~ S~I~~ !I :5 a co." i i' 2 ~ r " ~ '" C tL ~ ~ '-........ ~ ~ 10 o Ig I I ~ '-........ "-----.. ---------. '--.. '----. ""-- . .......... -'CCO -"lfO :~:l; I4S~N ''If''lf-n CClCO"lif ~~g C"'lC"'lCO ~~ ~ lJ ! -< ~ ~~ ~fIj ~~ ~j ~ rhrJ ~O td'~ ~~ I~ =~ ~; ~ ~ ~ ~ ~ f]:~1 ~ ~ ~ ,. co E~ ~o .. 5 ~ ~J ~I o ..t; U~~ ~~m ~~~ ~~~ c;....1 !I>: ~~~~i ~~ ~j ~ . U Z ~ rJ) ~ ~ ~ Z ~ \j ffi ~ ~ ~ ~ CONSTRU N PSI OR WEIHE ENG ~ lS, IN, ~ A T 10505 N. COLLEGE AVl ~NUE INDIANAPOU, ). INDIANA 46280 DOCKET #05 0006 DP LS INDEX SHEET DESCRIPTION NO. COOl TITLE SHEET C10l SITE PREP/DEMOLITION PLAN C102 SITE LAYOUT PLAN Cl03 GRADING AND DRAINAGE PLAN Cl04 EROSION CONTROL PLAN C104a EROSION CONTROL DETAILS Cl05 UTILITIES PLAN Cl06 SITE LIGHTING PLAN Cl0? MAINTENANCE OF TRAFFIC PLAN C201 CONSTRUCTION DETAILS C301 CONSTRUCTION SPECIFICATIONS L101 LANDSCAPE PLAN m " 14~~ ~~ LOCA TION m LOCATION MAP * PROJE'CT THOROUGHFARE PLAN FOR MARION COUNTY, INDIANA 'AREA GENERAL NOTES: 1, THE CONTRA~TOR SHALL, 'BE RESPONSIBLE FOR OBTAINING. OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE. OBTAINED, !=;ROM. THE RESPECTIVE. CITY. COUNTY AND STATE AGENCIES' PRIOR to 'STARTING CONSTR'UCTlON. BENCHMARK: IRON PIN WITH CAP MARKED "WEIHE ENGR 0012" SET FLUSH. ELEVATION ESTABUSHED BY GPS EQUIPMENT FROM USC&GS. BENCHMARK G99. ELEVATION 843.04 (NGVD 29). ~~,,~~\~I.I~'~;Z~;',,~ ! ~~ ~~G\STE'f\)~ ~~\ ff NO. % ~ :10200392: ~ \ i S;:O~~O: ~~! ~",/~SSIONAL '-~~\,,# l...:~ J..:MEs Ie. SHINNElIlAH P.t. 102Q03ll2. REVISIONS S~ DESCRIPTION DATE NO. ALL REVISIONS PER CARMEL TAC COMMENTS I 9/8/05 PL'ANS PREPARED FOR. WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS. IN 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: ALLAN H WEIHE 2. IT SHALL BE THE CONTRACTORS RESPONSIBILl1Y TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINllY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES. CONTRACTOR SHALL CONTACT THE ARCHITECT (ENGINEER) ON ANY VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. AND COORDINATE TO NOTIFY 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. LAND DESCRIPTION LOT NUMBERS 247 AND 248 IN ORIN JESSUP LAND COMPANY'S SECOND ADDITION TO HOME PLACE. AS PER PLAT THEREOF. RECORDED IN DEED RECORD 106. PAGE 5 IN THE OFFICE OF THE RECORDER. HAMILTON COUNTY. ALSO LOT NUMBERS 256, 257. AND 258 IN ORIN JESSUP LAND COMPANY'S SECOND ADDITION TO HOME PLACE. AS PER PLAT THEREOF. RECORDED IN DEED RECORD 106. PAGE 5 IN THE OFFICE OF THE RECORDER. HAMILTON COUN1Y. INDIANA. o OJ C\2 <.0 """ ~ ::s ~ ~- ....:j o 0... ~ ~ @ PLANS PREPARED BY: WEIHE ENGINEERS, INC. 10505 N COLLEGE AVE. INDIANAPOLIS. IN 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: JAMES K SHINNEMAN 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS 5. OCCUPATIONAL 'SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926. SUBPART "pH APPLIES TO ALL EXCAVATIONS EXCEED.ING FIVE(5) ,FEET 'IN EXCEPT, THAT PORTION OF LOT NUMBERS 256 AND 257 CONVEYED TO THE BOARD OF COMMISSIONERS OF HAMILTON COUNTY. INDIANA BY WARRANTY DEED RECORDED AS INSTRUMENT #200300002999 AND THAT PORTION OF LOT NUMBER 258 CONVEYED TO THE BOARD OF COMMISSIONERS OF HAMILTON COUNTY. INDIANA BY WARRANTY DEED RECORDED AS INSTRUMENT #200200093251 AS FOUND IN THE OFFICE OF THE RECORDER. HAMILTON COUNTY, INDIANA. 6. IN ADDITION. EXCAVATION EXCEEDING TWENTY' (20) FEET IN PEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. ~ ~ tI) t:t:l E E-4 COOl PROJE~ w05.0417 ~ ~ ~ ~ ~ t) ~ ....:j ....:j o l;.) ~ ~ a ~ It') o \.() o cj ~ t/'.::" ~ ~ ~ d Z ~ ~ ~ IPL 25 MONUMENT CIRCLE INDIANAPOLIS. INDIANA 46204 LINDA RHEA ' 317-261-5274 OPERATING AUTHORITIES: HAMILTON COUNTY HEALTH DEAPARTMENT HAMILTON COUNTY JUDICIAL CENTER, SUITE 30 NOBLESVlLLE. INDIANA 46060-2229 JASON LEMASTER 317-776-8500 CITY OF CARMEL ONE CIVIC SQUARE CARMEl. IN 46032 PLANNING DIRECTOR: MAn GRIFFIN 317-571-2417 DEPT. OF ENGINEERING: DICK HILL 317-571-2441 ASSIST. BUILDING COMMISSIONER: JIM BLANCHARD 317-571-2444 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS' PROJECT. . 8. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. Ca. 1-eao-3112~ 2 WORKING o.t.YS IUORE YOU DIG. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFOR'M TO APPLICABLE LOCAL STANDARDS. VECTREN ENERGY P.O. BOX 1700 NOBLESVILLE. INDIANA 46061 -1700 CHUCK SHUPPERD 317 -776-5535 VEOUA WATER INDIANAPOLIS 1220 WATERWAY BLVD. INDIANAPOLIS, INDIANA 46202 317-263-6347 10. BEARINGS.' DIMENSIONS" AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. CARMEL CITY UTILITIES 130 FIRST AVENUE S.W. CARMEL. INDIANA 46032 JOHN DUFFY 317-571-2648 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL. INDIANA 46032 GARY HOYT 317-571-2600 11. ANY F'fELO TILES ENCOUNTERED DURING ANY EXCAVATION SHALL BE REPAIRED AND CC?NNECTED TO NEW STORM SEWERS WITH ,POSITIVE DRAINAGE: MAINTAINED, SBC 5858 NORTH COLLEGE AVENUE INDIANAPOUS. INDIANA 4-6220 317-265-2727 "IT'S THE LA W' _~_-'IC. ~ 'THE LOCATIONS OF' ALl. EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PlAN ARE ~EO UPON ABOVE GROUND EVlOENCE (INClUDING. BVT NOT UWTm TO. WoNHOLES. INLETS. VAl. VES. AND IoIARKS WADE UPON THE GROUND BY OTHER) AND ARE SPECULAllVE IN NA1\JRE. THERE MAY AlSO BE OTHER EXISTING UNDERGROUND U11UT1ES FOR 'WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO 30VE GROUND EVIDENCE WAS OBSERVED. THE EXACT l.OCATlONS C SAID EXlsnNG UNDERGROUND U11UTlES SHALl. BE VERIFlED BY THE CONTRACTOR PRIOR TO ANY AND AU. CONSTRUCTION PLEASE CALL .HOlEY MOLEY" 1-800-382-5544 ~.~ HAMILTON COUNTY SURVEYOR'S OFFICE ONE HAMILTON SQUARE. SUITE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, INDIANA 46060 GREG HOYES 317-776-8495 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS. IN 46280-1098 CANDY FELTNER 317-844-9200 12. SEE ARCHrrECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FRO'" THESE PLANS. 13. THE SITE D.Q.ES.JiQI CONTAIN ANY, WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE CARMEL INDIANA NATIONAL WETLANDS INVENTORY. 14. THE SITE QQ.ES !fQI LIE WITHIN A SPECIAL 100 YEAR FLOOD HAZARD ZONE AS ESTABLISHED BY THE FEDERAL. EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM. WHEN PLOlTED' BY SCALE. ON FLOOD INSURANCE RATE MAP 18057C0209 F DATED FEBRUARY 19, 2003. PANEL 209 OF 290. 8 P !;Ii 317.846.6611 FAX 317.843.0546 TOIL FREE 800.452.6408 10505 NORDI COlLEGE AVENUE ' INDIANAPOUS, INDIANA 46280 WWW.WBIHE.NBT DRAWN BY: srnr /Imd/rlg ~ jks w;-- 08,02,05 Pari ./UI, NI 1/4 01 S,elifll 12, TI1N, RJE, CIa, rllllilUAip. H4fllilJOlI County. Indl_ AlLANH. WEIHE, P.&. LS. - PRESIDENT CIVIL ENGINEERS LAND SURVEYORS LANDSCAPE ARCHITECTS 10505 NORTH COLLEGE A VENUE INDIANAPOLIS, INDIANA 46280 SITE PREPIDEMOLITION PLAN ~ WEIHE ENGINEERS INC. 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(f) o~ ~ ~ ~ ~!i2 Cl ~~~ 10 · ~ W 0:: i~ ::> t- o J: i . ~ 0::: I!~ f- (f) W (!) olf <( ~~ 'NlN .ZI Z < 0::: 0 I ~;:r: ):' ~ ::j ~ G ~ IUON :AS OJUOld lUdn:t' - I:OO~ 'so Jaqwald&s :]/'j1l/3IVO pJ6 :100.1...., 6Mp.OVllO-rO\ O\1.luCXl\6ua\ll tOo;OM\\:OOZ\:fl :NOIlV:XJi (; I < ~ ~~ s~ ~:i ~ ~~ ~o ~)c ~~ I~ =~ ~~ ~ I ~ ~ ~~~ 106t'f'if'i """"'" ~~~ ;;;;;;i ~m ~ ~i ~< ~~ 8~'1 ;~~ :Z3~ ~~~ . U Z ~ rI1 ~ ~ ~ Z t--f d ffi ~ ~ t--f ~ ~ ~ TEMPORAA'Y SEEDING IS TO B EXCESS Of 15 DAYS. PERt.lANENT SEEDING IS TO BE APPUED It.4NErnATaV TO AREAS THAT HAVE ACHlE.VED FlNAI.. AND FINISHED GRADE. PRESERVE EXISTING VEGETATlON ON "iHE SITE WHENMR AND WHERtVtR POSSIBLE TO PREVENT TOPSOIL EROS~. ALl SEDI\IENT CAPTURlNG MfASURES SIWl. BE 1MPl..EMENTED PRIOR TO TIiE DISTlJRB6.'<<:E OF THE CONSTRUCTION ARf).. 1HEY ARE INTENDED TO SERVICE. ALl EROSION CONTROl t.lEASURES PROPOSED ME TO BE PROPERlY IoWNTAlNED TO CONTINUE THEIR EF'FECT1vENESS. IF GRADING OCCURS DURING M I.lON1HS Of DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDuRES SHALl BE USED. DURING DRY WEATHER. KEEP LAWNS WATERED WITH SPRINKlERS OR OTHER APPROVED t.lETHOOS. RESEED Nf( MfAS NOT GERUINATING OR DAMAGED AT INlERVALS AS MAY BE REOUlRED ACCORDING TO SfASON"t CONOmON AND/OR CONSTRUCTION ACl1VlTY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTl.. FUll STAND OF GRASS HAS BEEN OBTAINED. THE It.lPlDlENTATION AND MAINTENANCE Of THE EROSION CONTROL IT SHAlL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBlUIY TO MINIMIZE SEDIMENTATION (FROM ON-SlTE CONSTRUCTlON ACTMTIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEMNC STREAloIS/DITCHES IN STRICT CONPUANCE WITH "RULE 5. (327 lAC 15-5, CONSTRUCTlON ACTMTY STORt.l WATER RUNOFF CONTROL). IT SHALl ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBIUTY TO OBTAIN Nf( APPROVALS REQUIRED FROM THE lOCAl. AUTHORITY AND TO SUBMIT A COt.lPlEIr NOTICE Of INTENT l..ElTER TO THE ornCE Of WATER t.lANAGEMENT, INDIANA DEPARTMENT OF EtMRONMOO"t /.WlAGEMENT PRIOR TO IN'( CONSTRUCTION ACTMTY.. fOR SEASONAL VARIATIONS - SEE SEASONAl. SOIL PROTECTION CHART IN THESE PLANS. EROSION CONTROL NOTES: llilS PI>>l IS DESIGNED AS AN ATTOiPT TO PREVENT Nf( ANO ALl SEDlt.lOO FRON 1.EA\'1NG lliE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION or SEDI\lOO FROIl THE SITE IS TAKING PlACE. THE CONTilACTOR AND/OR OWNER SHAlL TAJ(E PRE.VENTATlVE ACTION IMI.lEDIATaV. M ENGINEER SIWl. BE CONSULT!!) IN THE EVENT THIS fW'PENS. AP?UED TO IN'( GRADED ~ lllAT WU REMAIN UNALTERED II lHE sa.E RESPONSIBILITY SECTrON A - CONSTRUCTrON PLAN ELEMENTS Al PlNl ItaX - SEE mow KJ. 11'x1r Pl1J - (REDUCTION Of DlOSION CONTROL PlAN TO ::E SUBMIITED WITH FUll SIZE PlAN) A3 PRO.ET NARRAlNE - THIS IS A PROPOSED COl.lt.lERCIAL OEVElOPMENT ON API'ROXI\IAmy 0.9+ ACRES. TliE CONSiRUCTlON SI-iAU. CONSIST OF A BUILDING ADOrTlON, ASPtW. T PARKING WITH 2 ENTRY D~. AND 91ClOSED STORM SEWERS. 1.4 w:lNITY!oWl - SEE BOTTOI.l LEFT OF SHEEr cl040. AS LEGAL 00iCRPlDI - SEE: LOWER RlGliT CORNER OF EROSION: CONTROL PlAN. LAHGll\IOC-39"56'27"N. LONGIlUOE -86"08'4-4. "W "" lOCA1IlN Of /U, LDTS 1Kl PROPOSED srJE II'ROr'EWENTS - SEE ERCSlDN CONT'ROL PlAN 117 H'/'DRICl.OGIC lNT lXIlE (14 DIGf1) - 05120201090050 M I<<11'mlN Of MY S1iUE OR FfDERAL WATER lllWJTY PERWIS :- HOT APPUCASlE AI SfEtR: POINTS WtERE ~ DSCHAAGE lEAVES SITE ;- SEE EROSION CONTROl.. PLAN Al0 LOCATDl AN) !WE Of WEn>>IlS. IJoKES AND WATER ~ ON ANI AI>..I.IaNT 10 srJE - NOT APPU~ ' All IDTR:AlION Of /U, REI:EMfG WAlERS - CITY Of CARl.Ia :AHD EVENTUALlY WHIl! RIVER. A12 IDIR:ATDl Of f'OTOOW. DISCHAAGE 10 CROlIID *lER ..;. NOT APPUCAIllE A13 100 YrM FlOCIlPlAINS, Fl.OODWAYS, He FUlODlIIAY FRlNGESi - NOT APPUCAIllE At4 ~ 1Kl POST-alHSlRllCJlON ~1E OF PrNC llCSQWlGE (to YrM) _ Q10pre .. 2.n c:fs Ql0p0st .. 1.57 ds 1.15 AD.W:afT IJH) US( INCl..OOlNG lJPS1"Rf"NoI WAlERSHED - SEE EROSION COmROL PLAN 1.18 COCSIRUCJIlN lAI1S - SEE EROSION CONTROl.. PlAN 1.17 IDJR:,QJ)N Of EiClS'tK YEGETAlNE C(MR - BUlLOING, ASPHAlT, GRAVB. & CRASS A18 SOlS MAP WI SOL ~ AM) LJIlTA'OONS - SEE SHEET Cl040 1.111 LOCA1IONS, SIZE 4: DIMENSX)NS or PROPOSED STORMWAlER SYSTnIS - SEE EROSION CON1ROL PLAN . K1I) PlMS ~ OfT-SITE <DCSTRUCnoN AC1MT1ES - NOT APPlICABLE KJ.l l.OOOXlHS Of f'RalOSED SOl. STOCKPILES ANI/OR BORRalV/JI)ISPOSAI. N(f}S _ SEE EROSION CON"mOL PlAN . Kl1. EXlSI1NG SITE 1CflOGM1Hr - SEE EROSION CONTROL PlAN KJJ PROPOSfJ) fNL. TOPOGRAPH'f - SEE EROSION CON"mOL PUN / . mBUlAllOH f'RIIa1CE: JNI. I'm UNl. N'Il. IlAY JUE: JUly ~. SEl'l". ocr. ~:. DEt. ='" A_'"""", -ow+-. . llalIWfT 11----+ 9--- SEInN: - _ 19II'OR.ORr c___ ~ SEDllN; E-.__ SCXlllIlC; f-___ _ .. IIII.OM: C " - KElI1IJCKY Il.UECIlASS ~ UlS/.lCRE; CREEPII<<l RED ~ <Ill lBS/lOlE: PlUS 2 ll>>lS SllM MIl.01/.QE. OR AOO NftIotl Ill'ECllASS 20 UlS/M:1IE. !l - KOO\.ICIO' Il.1IEl:AASS eo UlS//CR[; c.'lm'IIlG RED fESCUE 60 UlS/.-alE; PlUS 2 ltllIS Sl'AI'f MUl.CH/ ACRE. OR AOO IHUl R'tEbIlASS JO lBS/lOIC. C - SI'RINC ~TS J 1IlSHa/ICRE.. o - lMAT tlR lilt: 2 Il.ISHe./JoCIE E - -w. RImIASS 40 lBS/1CfIE (I LS/IOOO SO. FT.) f-D c; - snwr IlUlCH 2 TCNS/.cRE. '/11' IRRIGAIDl IUOOl IlJRIIC JUPE JULY. ~/OR 5EI"I'DIO. .. IRRIGAOOIl r&DED RIl 2 11) J 'IlEEIlS N=ml N'PL'ItlG 500. SEASONAL SOIL PROTECTrON CHART ~-- - - 151 -- 7 -WARNING- TO BE USED FOR EROSION CONTROL TliE INSPECTOR. 160.0' (~)_ TliIS PLAN fl: ~I ~ ,,~~ ~ E ~ t:i~ en (3 ~ ~",~~\~'.'~I~;Z~;',,~ f~~: ~,-G\Sit.?~<> ~~ :: , NO, . ::: ~ ;10200392i ~ % ~" STATt: OF ;~ ff '\ 0-~ J/fp!A~~~~.f -"",,/SIONAL t~\\",~ IIII"II'}';'~\~: J 2.k~'S JAWES K. SHlNliEIIAN P.E. 102003112 Ii ~ ~ B ~~ ~ l!s ! ! ~ 8 ~ ~ ~ ~ ~ ~ PERMANENT SEEDING SPECIFICA TraNS: 1) ALl DISTURBED LAWN ARfAS SHAll RECEIVE PERMANENT SEEDING IMWEDlAmy. 2) ALL !XSTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES Of TOPSOIL (COMPACTED 1l1ICKNESS). 3) TOPSOIL TO BE FER11LE, FRIABLE. SANDY lOAM REASONABlY FREE OF SUBSOIL ClAY WMPS, STONES LARGER TH^N ~., EXCESSIVE aUANllTlES OF SIAAlL STONE/GRllVEl... ERtJSH AND OTHER UTER. 4) SOLVE ANY SURFACE OR SUBSURfACE DRAINAGE PROBt.EMS AND CONSTRUCT PERt.lNIENT EROSIO ComROL STRUCTURES. 5) PERF'ORM 1l1E loWOR AWNG, SHAPlNG AND SMOOTHING OF GUWES OR ERODED MEAS. 6) HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT t.EVEl.S. PROVIDE FERTlUZER AND SOIL AMENDt.4ENTS AS REQUIRED TO t.lEET /EXem MlNlMUt.l REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. 7) WORK rnmuZER AND SOIL NUTRIENTS INTO TOP 2-3 INCHES OF lliE TOPSOIL WITH A SWU DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS t.lUCH AS POSSIBLE. 8) ROll. THE TOPSOIL wrrn A WATER IlAU.AST ROllER WElGHINC 100 TO 300 POUNDS DEPENDING ON SOIL TYPE. ROll WITH TOPSOIL IN A SEMI-ORY CONDmON IN TWO OPPOSITE DIRECTIONS (RIGHT ANGlES). 9) RAKE OR SCAAIFY AND CUT OR AllIRREGULARI1lES TW.T DEVElOP AS REOUlRED AND AGAIN ROlL UNTIL MEA IS lRUE AND UNIFORM. FREE FROM LUMPS, DEPRESSIONS AND IRREGULARmES. 10) sow SEID WITH ADEQUATE EOUfPMENT AT A TIME WHEN llI1lE OR NO WIND IS BLOWING. BRCWlCAST HAlf Of SEED IN ONE DIRECTION AND lHE OTHER HALF IN lliE OPPOSITE DIRECTION (RIGHT ANGLES). 11) COVER SEED TO A DEPTH OF ~. BY RAKING OR HARROWING. PROVIDE A UGHT LAYER OF SiRAW OR HAY MULCH AT A RATE OF 2 TONS PER 1OlE. APPlY TACKJFlER TO STABlUZE MULCH. 12) HYDROSEEDING IS ACCEPTABLE MEIHOD Of SEEDING. 13) KEEP TOPSOII..RELATIVaY MOIST UNTIL LAWN IS ESTABUSHED. 14) RESEED AAfAS lHAT 00 NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABlE STANO Of GRASS IS ASSURED. 15) ALL LAWNS SHAlL BE GUAlWfTEED TO HAVE A FUll UNIFORM STANO Of ACCEPTABLE GRASS AT END OF ONE YEAR GUARANTEE PERIOD WIlli NO BARE SPOTS COMPRISING MORE THAN 2% Of IN'( LAWN AREA ANY MEA SO NOlED Will BE REWORKED UNTIL AN ACCEPTABlE STANO OF GRASS IS ESTABUSHED. 16) ALl LAWNS TO BE MAINTAINED UNTlL FlN"t INSPECTION BY lANDSCAPE DESIGNER BUT NOT LESS 1l1AN 60 DAYS FRO'" Tt.IE OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING. WEEIl1NG, CULTIVATION, MULCHING, MOWING AND ALL OlliER NECESSARY OPERATIONS REOUIRED FOR PROPER ESTABUSHM9IT or LAWN. NG WI 84' MH NEENAH R-3286-BV TC=842.60 GOT";842.10 INY SW=837.00 INY E =838.00 INY W =838.00 SUMP =835.00 \ \ \ x~ 843.15. \ x ..,.s; - - - - _ --" .....",.. - - - ~J;-,.,- X 843.71 X 843. X 843.33 LAND DESCRIPTION LOT NUMBERS 247 AND 248 IN ORIN JESSUP lAND COMPANY'S SECOND AOOlTlON TO HOME PlACE. AS PER PLAT lliEREOF. RECORDED IN DEED RECORD 106, PAGE 5 IN 1l1E OFFlCE 0, lliE RECORDER. HAMILTON COUNTY, INOlANA. H-~-T' -- IV 1..-. .J I ~ \10\\ I ~ (ASP I o to I I I I I I I I I I I I I -NOTE- CONTROL "'I STRIPPING AND PAD BUILDING HAS TAKEN PlACE. COORDINATE WIlH DEVELOPER FOR MEASURES REOUIRED UNTIL PRCPBiY TIJRNED OVER F'OR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DiSTRICT REPRESENTATIVE FOR Nf'( OTHER MEASURES REOUIRED DUE TO SITE I I I I ,-843-..... x ,- x ::;;- \ 842.7V 843.. \ ,/' - \ ,/ 843:5~ X 843. X 843. 72 X 843. ~... ~ :.0:'::: '.~'::P. x- 84~ . OFF rH Fl 5.50 x 843. WM I 3 j ;;; i .::l I\: 'Ii ~ $- "] to .. :;! ~ ~ ~ ~ ~ ~ Cl Ctl C\1 i;O ~ ~ ~ ~ ~' ~ a 0.. ~ cJ ~ ~ - 00'" ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -:.l ~ ~ r~ ~ ~ '-' ~ 0 Z 8 ~ ~ ~ S .. ~ ~ U ~ 0:= ~ 5 ~ ~ ~ (;i < ~ lcj 0 &:i a ~ g: - ~ SHEET NO. CI04 w05.0417 ALSO LOT NUMBERS 256, 2'57. AND 258 IN ORIN JESSUP lAND COMPANY'S SECOND ADDmO TO HOME PlACE, AS PER PlAT THEREOF, RECORDED IN DEED RECORD 106, PAGE 5 IN lHE OFFICE OF THE RECORDER, HAMILTON COUNTY. /NOlANA. EXCEPT, TW.T PORTION OF LOT NUMBERS 256 AND ill CONVEYED TO lliE BOARD OF COMMISSIONERS OF HAMILTON COUNTY. INDIANA BY WMRANlY DEED RECORDED AS INSTRUMENT 120030000299 mD Tl1AT PORTION OF LOT NUt.lBER 25B CONVEYED TO THE BOARD OF COMMISSIONERS OF HAt.lILTON COUNTY. INOlANA BY WARRANtY DEED RECORDED AS INSiRUMENr #200200093251 AS FOUND IN THE ornCE OF M RECORDER, HAMILTON COUNTY, INDtmA. / CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, 1He. 10505 N. COUE:GE AVE. INDIANAPOlIS. IN 46280 Tn.fPt()NE; (317) 846-6611 FAX: (317) 1\.43-0546 CONTACT PERSON: IN.lES K. SHIHNEIotAN EMAIL: SHINNEUAHJOWElHE.NET / / / 1.00% SEWER RCP STORM 12 PE / / / ea. 1-eoo-3112-!l5oU 2 WORKING DAYS BEFORE YOU Dlli, GRAVEl. IW: GRAlE fUUl fABRIC W - PBllWlENT /IDf'OIW!'f SEIDlNG !l USE PlNfItlG tlWlT ~ - COlSTIlUCI1OH EH'llWfCE (6. CF #2 ~ "IT'S THE LA W' STlH: al ALml FAIIIllC) --_~1lC. -SF- '- su ma ~ t&.lDmill EROSION CONTROL NOTES ~ ~ lDCA'''''' 0' 'U. """'NO """""""'NO "''''''ES SHOWH ON 1. ALl DISTURBED AREAS SHALl BE SODDED OR SE!DED. EXCEFtr BUlLDINC THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING. BUT NOT lIMITED TO. w.NHOLES, INlETS. VALVES. AND IoAARKS t.IAOE: PAD AND LANDSCAPE BEDS. SEE LANOSCAPE PlANS FOR LOCATION Of LANDSCAPE BEDS. UPON THE GROUND BY O1llER) AND ARE SPECULATI\fE: IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND l.tnum:s FOR WHICH 11-iERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO INSTAll. SILT FENCE AlONG All PROPERTY BOUNDARIES. OVE GROUND EVIDENCE WAS OBSER\lED. 11-iE: EXACT LOCATIONS 01 SAlO EXISTING UNDERGROUNO uru.me:s SHAU. BE VERIFIED BY THE T:-iERE SHAlL BE HO DIRT OR DEBRIS IN 1l1E SiREEr. 1" ;: 20' CONTRACTOR PRIOR TO /toH'( AND AlL CONSTRUCTION -==- PlDSE CAlL "HOlEY MOLEY" 1-800-382-5544 1 0 20 40 GENCY SPILLWAY) 10 ~ 1 ,. ,- - '0:~; AILAN H. WEIHE. P.E., LS. - PRESIDENI' CIVIL ENGINEERS LAND SURVEYORS LANDSCAPE ARCHITECI'S 10505 NORTH COI.LEGE AVENUE INDIANAPOliS, INDIANA 46280 WWW.WEIHE.NBT 317.846.6611 FAX 317.843.0546 TOlL FREB 800.452.6408 DRAWN BY: smr /Imd/rlg ~ jks ~ 08.02,05 ~~,,~~~\\\1I11"///1111111,I. li: ~.~ ~:~~ ,l\ =::O::~~OZCl;IC-~ ~~~~o ~~ ~ ~~ ~%~..,~ I$f ~ ~11:!'li ,. ,.. ,. ~~+'f 11111/1/ 1111 \I"\\\\\\'\'~ [g] WEIHE ENGINEERS_ INC... REVISIONS AND ISSUES ,1 REVISIONS PER lAC COIINENTS DOCKET '05080006 DP / NJIS DESIGNED BY: ~ I i i~ j -, it ~ ~ 2. ~ Ii ~ Sl. it ~ t l ~J. r~~ ~~ ~1i ~ l'Sl'S'r ~ .._~ ~ tt~ 1 c!.. Q i :z c: ~ CD fT1 ;0 en IT1en ~a Q- ;;00 ~z: ~..... ~ I ~~ ~fT1 i~ ~Q ~ ~ :::0 ~ ~ J. " ::::l ... CD CDO VI :: :: :::z en fT1 i ~ - ~ ~ ~ I i ~ ~ ~ ~ i ~ ~ ~ ~ ~ qj ra ~ 0 0 ~ ~ ~ ~ ; ~ ~ m ~ ~ ~ Bi r- ~ I a ~~ ~~ j[ if Ji~f i ;I'~~ li~'~ . f!ll ~ :':: L, a.",- IlL .!l"~ ~~i ~I ~lli a~:I=~ ft;: -g6~ r!;;~ n Q ~J 1l.1.f~ [5' g, ~: ~ ~j~ 5, 3' 5" f ~ -a en :lll;~~ l!"'8'JN<~ f~~, ~o ~ ~ ;j. ~ z: [[;1 ~N ilii I l Zo' ~ J ~ 3:: ~lg" ;poo)> [..1 z:~ 1:~1 ~ ~Ji ;; ~g[ r- ;l: ~ i'i~, z: l~~ 0 :~! ~ !':~~ en )> :z o Ul -a r= r- ~~ i~ j~ a 0-> if i[ ~[ ~~ 0.3 l~ 1; ~i :i :- U1 F' U1 i;: ~t~ ",it if ~l[ '0. 3t; ~1. :I ita I ~~~CD~~m~~~~~;~~[~ ~ ;;;~~~~~~~~~~~i~l ~ o~a:~~~"2=iR"~~E,~Q.j 11 !7 3 !! ~ ~ <I ~ ~ co ~J ~ ~ ,., :d,~ ;5' <) ~ l! 1 0 co go !:S. if g, g' . g, l ~ ~ a J t~a~;:~~1a~f~~~~~ 1:' t I ~ J. ~ 1 a ~ i' ~ jL.. ~ sz: It- g; ~ [ f ~ ~1-j~ i ~ ; ! ! ~ i ; ! ; ~ 3~~l g~ cti~~~~~ ~ -; !~ i3 : ~ ! ~ ~ ~ a ~ ~ i ; i~ll It I~~:g~~~ ~ ~ ~ g'J a it ,,~~ ~r; J,; ~ ~i! ! iii!!jj! ~ I~~ . 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'/::" .'!1~2:1 I iJ ::0 e rr1 ~ 5 0 ~ 6 z I L~lr/~N (J) 0 F (J) s:::: :> iJ fit ~ I PREPARED FOR: n~ ~ ~ ~ WEIHE ENGINEERS, INC. lJl ~ c:::> 10505 NORTH COLLEGE A VENUE INDIANAPOLIS, INDIANA 46280 ~ ~ ~ EROSION CONTROL PLAN Pari oj '''' HI 1/4 01 SIC/ion 12, T/7H. 1/31, CklV TolUNhip, Hamillm CfUn/V, lMiCII4 i r~~J ~1"~~ ~~ .!l~~J c ::r.o -= is to g 0. ~ n cr c _ '( 0- - a- - -- a ~~~l~ ~~o.~~~~.~I~~~~lg~N if- aiOli'51'lf!'!"'!"lfa'.!l..a:o,]~ i~-g.~::o~ 'foo ! &Blg:~I~:~r~lli~ ~li!~=1 ~ S' ~ ~,j a ~ it ~,~ ~ . f. :t a. :;' a. 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