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HomeMy WebLinkAboutConstruction PlansHAMILTON COUNTY, IN I AREA. MAP ,j SCALE, 1"4000' _~[_ I UTILITIES - CARMEL Gas Telephone EleCtric Indiana Gas Company Ameritech Public Service Indiana - Cinergy 15900 Nlisonvllle Road 220 North Meridian Street P.O. Box 312 Noblflville, Indiana 46060 Indianapolis, indiana 46204 Noblesville, Indiana 46060 (3!7)77~-0~0 2e5-4678 or 1-~00-~2-554~ (3~7)77~-19s0 Water Cable Television Sanitary Se~er . . Indianapolis Wafer Company Jones Intercabte, Inc. City of Cannel 1220 Waterway Boulevard 516 East Carmel Drive City Hall, 1 Civic Square Indianapolis, Indiana 46202 Carmel, Indiana 46032 Carmel, Indiana 46052 (317)659-1501 exL222 .(~17)844-8877 (317) 571-2441 utility HOtllne: wi~ln Indiana 1-800-382-554.4 outside Indlona 1-8OO-4.28-5200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (el?) 571-244~ Streets' ¢~ty of Cormel City Hall, 1 Civic Square Carmel, Indiana 460:32 (317) 571-2441 NOTE The size and location of utilities are per plane and locations provided by the respective utility companies. All utility companies ~hall be notified prior to' any excavation for field location of services. SOILS MAP NOT TO SCALE LEGEND ..... -~TL- I Sh - Shoals silt loam CrA - Crosby silt loom, 0 to 3 percent Slopes ! SITE MAP SCALE~ 1'"80' SECTION 26-T1 8N-ROSE H i L T O F,! GARD (CONSTRUCTI~ON PLANS) N HAMILTON COUNTY CARMEL, INDIANA DEVELOPER, Meridian Hotel Partners, 9780 North by Northeast Blvd. Fishers, Indiana 46038 Contact Person, Tim Dora ~317) 578-9999 ........... INDEX SHEET No. "' DESORIPTION ' " ,,, C100 ~VER' ~;H F:_"ET ' ' -C101 EXISTING CONDITION/ DEMOLITION PI~AN C102 SITE PLAN ' , 'C103 GRAD'I'NG &:' DRAINAGE PLAN C104' EROSION' CONTROL PLAN 'C105 UTILITY PLAN, "'" ...... C801 ERosION CONTROL DETAILS " (~8'02-C'803 GENERAL DETAILS SLI0i ' SITE LIGHTING PLAN '" .... . , ...... ........ ..... ,,, , T.A.C. RESUBMITTAL 8ET WITH CITY OF CARMEl; RIGHT-OF-WAY PROVISION8 PER RESOLUTION NO. 08-07-00-08 PROdECT ENGINEER: RLD CHECKED BY: MSO t~istoric Fort Harrison Architecture §901 Otis Avenue Civil Engineerin[ Indianapolis, Indiana Environmental Engineerin~ 46216-1037 Geo[echnical Services 317-826-7100 6IS * US 317-826-7200 Fax Home Builder Services ~.schneidercorp.com Interior Design Land Surveyin[ Landscape Architecture Transportation En~ineerin~ CERTifier, P.E. E-MAIL ADDRESS: rdoster {l~chneidercorp.com 07/31/02 © 2002, The Schneider Corporation DATE CHECKED: THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. ;*_i PE19500260 ?g E %?¥~...,..~o,,~..~..:';~? DATE: ~///~ ~- ' JOB No. 5781.001 SHEET OF FILE NAME: S: %Sk%5781%OO1NNdwgs%civilk, C100.dwg + + N 88'42'47" E 558.15' TC=U:72.~ m&5(SE) HOI. EY MOI_EY 8AY8 "DON'T DIG BLIND' --h~-- 'IT'S 'I'HE LAW' CALL 2 J~qKINO DAYS BEFORE YOU 1-800-382-5544 ASSUMED NORTH ~T ~S A~,ST ~ ~W TO EXC*VA~ Ii,Il.lOUT NO~G ~E U~OUND SCALE: 1"= 40 ' oA','s ~o.E CO, MENON~ WO,~. 1. REMOV~ ~ ~S~6 IMPRO~ ~E AS NOTED ON ~E ~S. ~E ~LS REMO~ ~ ~E g~ ~ALL BE DISPO~D OF IN A ~ ~ ~G~ M~ ~R FED~Ak STA[ C~N~, CI~, AND ~ LOCAL ~ AND ~DNAN~S. C~ACT~ MUST ~ AW~ ~T ~S~ B~NG DAUNTS ~D F~NDA~S ~A~E FOUND. PRIER C~E MUST BE US~ TO ~$~T ~O~D F~A~S ~D U~. IT ~ ~ ~ C~AOT~S RESPON~UTY TO USE A S~ ~GINE~ F~ RE~A~S DUnG ~ ~ ~S~C~ PHA~ 3, ~ ~A~ ~ ~ ~ ~ ~D ~VA~S JN ~ R~D PRI~'TO START ~ ~STRUC~ON. THE C~ACTOR ~ BE ~~ F~ ~ ~ B~N~S ~ ~VA~S D~NG ~E ~RE ~S~UC~ S~U~. IF ANY DI~EPANOES ~E F~ IN ~ ~0 ~S ~ ~D~APE P~S ~ AC~ HE~ C~S, ~E C~ACTOR SHALL CONTACT E~N~ ~A~Y. E ~Y ~OES F~D ~ ~E ~R~Y P~N ~ AO~ HELD CONDI~ONS, ~AOT~ ~ C~TAOT ~E ~Q~ IWW~Y F~ INS~ONS. ~ C~AOT~S ~T NOT ~t~ TO ~ ~OAVA~G O~AO~R ~ C~A~S Must TAKE P~ CARE ~EN EXOAVA~NG IN ~ ~ ~S~NG U~ UNES ~ E~I~T. AO~ F~ L~A~S ~ ~ THE EXIS~NG U~U~ES ARE · E O~AOT~ AND WU~ ~ L~A~ ~ BY ~ ~NTA~ ~ ~E LOCAL UTILI~ COMPANY OR BY A PRIVA~ UN~R~OUND U~U~ L~A~ ~P~Y ~ ~ ~ START ~ ~OAVA~. ~Y ~)~U O0~R REOUtREU~TS BY ~E U~U~ OON~AOTOR OR ~ACT~ ~ A~ES ~l~ U~ ~ANY ~ A~N~S ~AT HAS ~RISDIC~ ~ NOT TO CAU~ DAMAGE. IT IS ~ ~U~ ~ ~ ~AOT~ TO ~ A~ ~E U~U~ COWP~IES ~D D~AR~ENT 72 H~RS DEFOE IS TO ST~T TO ~R~ ~Y U~U~ES ~AT WAY ~ P~T ~ ~ N~. ~ ~RIHCA~S, LOCA~S, ~ZE, ~D D~S ~A~ BE W~ BY ~E AP~A~ U~Y O~PANIES ~ ~TWEN~, ~EN EXCAVA~NG AR~ND ~ O~R E~S~NG U~LI~ES, O~OT~ ~UST NO~Y ~ U~ C~Y SO A ~RE~TAlt ~ ~ U1Li~ O~ E PRE~NT DU~NG ~E ~CAVA~ON TO tNS~T ~ ~ ~RtNG ~ ~VA~. HEA~ O~S~O~ EQ~NT ~ MAY ~A~ ~PING AND ~N~ D~I~A~ON ~ ~E ~A~O~ SQLS IF EXCESS ~FA~ ~A~ IS ~T. PR~ PRECAU~ARY S~PS ~UST ~ TAK~ DUR~G ~E ENTRE C~S~UC~ SOH~ULE TO A~E~A~ 7.A~ C~S~O~ UE~S ~ WA~ W~T O~F~U TO ~E ~RR~T ST~ARDS AND ~ECIFICA~S ~ THE FE~RAL STA~, ~IT IS ~ ~U~ ~ ~ ~AOT~ TO ~CT ~ DAY AND ~0~ ~L MUD, ~RT, ~A~ AND L~ MArRIeS ~AOK~, OU~D, ~ ~ ~O ~0~ ~ ~E D~ ~ 0~ D~S, R~T ~ ~AYS, PUBLIC ~ ~IVA~ S~ ~ RO~S, D~AY~ Y~S, ~ D~S. ~ ~OT~ ~UST ~ '~ PI~ ~ D~LY IF ~Y. ~E O~AOT~ ~L R~UOE ~NE ~ST DUnG ~ ~E C~O~ ~. ~A~ MAY BE U~ AS A g. ~E U~U~ I~CA~ ~ ~E~ P~S ~O ~ ~ SUR~ ~AY NOT ~ A ~P~ IN~NTORY ~ ALL ~E E~S~NG U~UTIES ~E~T ~ AND ~O ~S ~ ~E L~A~ ~D D~ ~ ~ U~U~ES ~A~E ~PROXIWA~. ~IS tNF~UA~ ~ GA~ED ~ ~ BY O~S ~O U~ BY ~ ~ ~ WAY NOT ~ AC~, ~ ~QNE~ SH~ NOT BE HELD U~ FOR ~Y INO~ ~ W~G U~U~ ~F~A~ ~OA~, I~ED, ~ ~T IN~OA~ ~ ~E~ P~NS. t0, IT ~ ~ ~E ~~ ~ ~ ~A~ TO B~ ~l ~P~S TO R~O~, R~OOA~D A~ OR U~FY ALL U~U~ES, ~VA~ ~ P~UO, ~ 0~, ~ ~ BE ~ ~U~ OF ~ ~OT~ TO ~1~ ~ EA~ U~LI~ C~P~Y AND OR A~NT ~ IS ~~ TO ~0~ ~ ~D/~ ~IFY ~CH U~U~ E~S~G ~ PR~O~D, IT ~R~ ~A~ BE O~AOT~ R~~ ~ ~ E ~Y ~ U~U~ES ~E PL~N~ AND HO~ IT MAY ~CT ~IS PRO.CT ~D I~S OWNER AS TO ~DR ~ ~~mES. .... m ,m , R~O~ ~lS~G ~RB & SAWOUT ~S~NG PAVE. MBIT NEAT, C~ ~D TRUE TO UNE. REF~ TO C103 FOR GRADING INFOMArt. CON~CT~ TO CUT EXIS~ ~A~ ~ N~T ~ORE ~NT AS NE~ (R~ ~EET C102 FOR PROPO~ EN~AN~ LOCA~S} E~S~NG MARRY Sl~ ~D ~GETA~ON ~ ~ R~O~D .... ,, ,,,,, ,, . 15~ Nfl~ R~ ~ ~ ~ Sb~t P.O. ~ 312 s~ md n~e of ~ ~ l~ ~lt~ ~ ~t~ ~ ~t~ ~= aty of C=md ~d~ ~ ~y 516 E~t ~ ~ ~y ~, 1 C~ ~u~e 1~0 ~ ~o ~, H~ ~2 ~, ~d~o 46032 ~1~ ~ ~2 pt~ (317) 5~-2~! S'tofln Sewer Clty of Corn',el Ci~y Hell, I Civic Squere (317) 571-2~1 Streets City of Corm~ ~, ln~no ~0~2 (~17) 571-2~1 Utility I~tl~. ~ItN~ Indigo 1-l))0-~-~ mi Indlono t.-80(0428-.53)0. City of Note l)-II$ DRA)MNG AND THE IDEAS, DESIC. N$ AND CONC, EPTS CONTAINED HER£1N ARE THE I~XCLUSIVE tNTEU..ECTUAL PR~ ~ ~E $CHNEJDER ¢~P~A~, ~O ARE NOT TO BE U~ OR REPRODUOF_J). IN WHOI~ OR 1N PART, ~I~tOUT THE WRll'rEN CONSENT OF lltE SCHNEIDER CORPORATION. Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN ¢6218-1037 Telephone: 3t7.826.7100 Fox: 317.826.7200 www. schneidercorp.com Architecture Civil Engineering Environmentol Engineering Geotechnicot Services GIS * LIS Home Builder Services Interior Design Land Surveying Londscope Archite~:ture Tronsportotion Engineering PROJECT NO.: *^~:05/31/01 3781.001 BY: CHECK£D BY: CWO JCZ ~XISTING CONDITION/ DEMOLITION PlAN SHEET NO.: CIL©X I I I I I I / / I I I I / / / / / / / / / / lI I ! / ./ // / / / / ~ / / / / VACANT Sl11E 1-SleRY ~ Point BUILDING LAYOUT COORDINATES Northing Eosting £iev~tion Description 100 9632,32 12354,,04 105 9630.94 12292.89 106 9855.09 107 9853.72 12287.88 108 9806.19 1240Z23 109 9731.21 12403,91 110 9608,03 126¢1.78 1 t 1 9596.51 12129.15 BLDG COR BI. DO COR BLDG COR BI. DO COR BLDG COR BLDg- COR PROP COR PROP COR T T ti DI~LWlAY / I. ALL RADIUS AND OTHER DIMENSIONS FOR 6' STANDING OJRB ARE TO 1HE FACE OF OJRB. 2. IT SHALL BE THE RESI:K)HStBIUTY OF EACH SUBO3NTRACTOR TO VERIFY ALL EXISIINO Ulll.lllES AND CONDflIONS PERTAINING TO THE PHA~ OF WORK. IT SHALL ALSO RE lltE SUBOONIRAGTOR'S RESPONSIBIUIY TO CONTACT ll. lE OWNERS OF THE VARIOUS UllUllES FOR PROF'ER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STAR1T. I). 'file SUBCONI~ACTOR SHALL NOIlFY IN ~iTING THE Owi~d~ AND ll-lE B4GINEER OF ANY O'tANGES, OUISSlONS OR ERRORS FOUND ON THESE PLANS OR IN RELD EiI~ORE WORK IS STARIED OR RESUMED. VERIFY SIGN LOCA110NS AND SIGN R£QUIRF, JJENTS NTH LOCAL GOVlSqNIN$ AUTHORIll£S. 11:MPORARY TRAFFIC OONTROL DURINg CONSTRU¢]tGN TO CGNFORM TO N~PUOABLE LOCAL AND STATE STAND~RD& 5. ALL OGNS~RUOTION AO11VITf ON THIS SiTE TO BE PERFORMED IN COMP~ WITH APPUCABLE O.$,H.A. STANDARDS FOR WORKER SAFETY, 6. ALL DIMENSIONS TO 11~ BUILDINGS ARE TO ~ OUTSIDE ~ BUlLDiN$ FOU~ATION WALL 7. SEE ARCHITECTURAL PLUS FOR BUILDINg DNENSIGNS. 8. SERVICE WALKS SHALL BE REINFORCED CONCRE~ ~' THICK ANI) WIDTH AS INDt~TED ON PLANS. g. EXPANSION JOINTS ARE TO I~ PLACED AT ALL WALK IN~RSE¢lloNS AND ~ WALKS AND PLATFORlaS. SIDEWALK 'SCORES' ARE: · TO BE £DUALLY SPACED B£1~,.EN EKPANSiGN JONTS. ¢ON1RACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. LkND DESCR~PI~ (Per ~ pmMd~d by Prod I. Cr~, Inc. ~ (~m~ ~) ~1.~ ~ to 0 p~t ~.~ ~ N~ ~ d~ 42 ~ d 1~lst ~t ~d ~ U.~ ~y I~I0 ~t to o po~t ~ ~ E~t~y ~t of way ~e of ~M U,~ ~y No. whl~ ~ ~ 71 ~ 52 m~t~ 15 ~ E~ ~ ~y p~ ~ ~ N~h ~ ~ ~ m~ 41 b ~e ~ of the R~ of H~ton ~ty, P~ of ~e ~ ~d ~th~t ~u~ H~.~t ~ d ~ ~ M ~ To~ Be~ ot ~e N~ c~ d ~ ~w~t ~t~ ~t~; ~g ~ ~ I~ ~ ~ ~ ~ 10 m~$ ~ ~ E~t E~t 35.01 f~; ~e~ ~1~ wt~ ~ E~t I~e ~ ~ ~ 10 m~ 07 ~0~ ~ 2~ f~; ~ce N~ E~t 116.~ (~t ~ o ~ ~ o ro~s of ~.51 f~L ~ r~a~t of ~ Eo~ 1~,04 f~t ~ o ~t ~ the ~t~ U.S 31) ~ I~ed F~y, 19~ ~ · ~ d~9 ~ ~ I~ ~ ~ ~ 07 m~t~ ~1 ~ E~t 328.27 ~q ~ce ~ ~ ~ ~ m~ut~ ~ ~ m~LN ~7 ~ E~ ~7.~ F~ of ~ ~t ~ ~ N~ ~ ~ ~ 7G.~ ~ ~ o ~ ~ ~ N~ ~ ~ 1G m~ ASSUM --D NORTH SCALE: 1"=40 ' HOLEY MOLEY 8AY8 "DON'T DIG BLIND' 'IT'S THE LAW' C,4d.L 2 WORKING DAYS I~'ORE YOU DIG 1-800-382-5544 CALL TOM. FRI~ P~ INDIANA STATE LAW IS-69-19gl. IT IS AgNNST ~ LAW TO EXCAVATE WITHOUT NOI1FYING THE UNDEROROUND LOCAl10N SERVICE TWO (2) WORKING DAYS BEFORE: COMMENCING WORK. Existing S(mltary sewer ExisUng Storm Sewer New Storm Sewer 6' Subsurface Drain -w ....... J w ....... w~ New Sanitary Sewer UNity & Drainage EsmL Building Setback Line Existing Water Main New Water Main Existing Rte Hydrant New Fire Hydrant Existing Water Valve New Water Valve Existing Rberoptic Une Existing (;as Main Existing Bectric Line Existing Telephone Une New Gas Main ~ £ ,,, New Bectric Une m m ® (D (D ® ® ® New Telephone Une Existing Utility Pde Existing Trees Existing Fence Pavement Within Right of Way Ught Duty Pavement Heavy Duty Pavement Cutter 2' Cholrback Curb and 2' Choirbock Curb w/o Cutter Curb & Walk Handicap Ramp Handicep Parking Sign .Concrete Dumpster Pad. (m'~ TO A~JC~TEC~RAL ~S) Sanitary Sewer Lateral Clean-Out Area Light Sire ~ Site Lighting HQn, by 6' Concrete Pavement 2" Island Weep Sleeve 10'x18' Parking Spoces- 17 9'x20' Parking Spoces- 115 8'X20' Parking Spaces- 6 Total Perking Spaces- 1~ gUEST ROOMS (PHASE 1) - 110 B.S.L - Building Setback Line JNOTE: SITE IS ZONED B--2 j jPROPOSED U,S. 31 RAWP AND R.O.W. PER RESOLUTION NO. 08-07-00-03 INFORMATION WAS OBTNNrd) IN DIGITAL FORMAT FROM PARSONS BRINCKERHOFF ON 7-27-01. ; ~.,~ PE19500260 i.~ ~- ~,~'. STATE OF /z,~ ~ ~1$ ~A~NG AND ~E 1D~S, ~SIGNS AND C~CEP~ C~TAIN~ H~IN ARE ~E ~U~ IN~C~AL PR~ ~ ~ $~NDDER ~P~A~, AND ~E NOT TO BE U~ OR RmRODUCED, IN ~O~ ~ IN PART. NmOUT C~P~A~ON. ,_~ COP~IGH~D BY ~E ~NEJBER C~P. Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 462i6-1037 Teleph one: .3t 7,826, 7100 Fa×: :517.826.7200 www. schneidercorp, com Architecture Civil Engineering Environmental Engineering geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture 'Transportation Engineering ilS: J XREF: JK~F: S: ~3k\3781\001 \d~g~civil\litlel.d wg SHEET No.: C l©2 / / -/, FROM TO sTRucTURE CAsllNG TOP OF 'U':s, INV. D.S. tNv~-DiN LENGTH TYPE '-NOTES - TYPE CASTING 4t7 4.16 .... N/A 860.08 867.75 15' 110' '! RCP '"END SEC. W/, .... R'P RAP REO D. "~i5 4~2 , "":4~2 872.20 '866.7~ 860.~ 12' ...... , ...... 414413 A R-3286 872.85 868,10867.3912'47' RC,° .... .................. 413412 A R-3286 873.30 867.34866.4812'ill' RCP ........... 412 4.11 48' aHR-3286 872.00 866.48865.7915"115' RCP ............... 411410 48" MHR-1772 871.55 865.72865.48 18" 73' RCP .... ............ 404402 A R-3286 '~73.20868.20867.9412" 87' RCP ............... 403 '402 A R-3286 872.85 868.75860.18 12'1¢7' RcP ,,, , ,, 402401 E R-3286 872.50 866.90866.1615"84' RCP' 401400 48"MH R-1772 872,00 866.11865.6515''55 .... Rip ..... ........... 400399 48" UHR-1772 872.33 865.55865.44 j 15" 32' . RCp. INV. S = 867.~4 ./ J TO = 8/2.85 ~v, w = 8~&'/5 INV. E = 865.79 INV. w = 885.7~ INv. N = 867.05 NOIE: SAND SEAMS ARE FOUND IN 'EE P.O~I~. AREA CON1RACTOR A ~INIIdUU OF 1 AND BAO(RU. PERtaZABEJTY SOILS COMPACTED TO A MINNU~ STANDARD PROCTOR.  -Top OF BANK =872.0 ', ',-' ~oF~^L ~oo~ = ~.o A-A 865.O OF 12' PVC 0 526X INV. W = 866,48 INV. ~ = 88&48 tNV. NW = 88&48 :.~ .... , i~.;~,~' TOP OC~BANK =872.0 + r--- NORMAL POOL = 868.0 ....... ~ ¢../'"'~:7--~860,o~'SAFETY LEDGE = 866.0 B-B tl POND SECTIONS SCALE: 1"=20' i 1. ALL GRADES At BOUNDAR+ SHALL DEEr EXISllNG GRADES,' IT SHAll BE THE RESPONSIBILITY OF EACH CONTRACTO~ TO VERIFY ALL EXISTING UllLlllES AND CONDIlloNS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONI~ACTOR'S RESPONSIBIUTY TO'CONTACT THE OWI~IERS OF THE VARIOUS UllUllEs FOR PROPER STAKE LOCATIONS FOR EACH UllUTY BEFORE WORK IS STARTED. THE CONIRACTOR SHALL NOllFY IN ~R1TI~IG ~ OM4ER OR THE EN~NEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE RELD BF. FOBE ~K IS STARI]~) OR RESUUED. STANDARD SPECIFICATIONS FOR THE OTY OF CARUEC INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM ~WERS. ANY PART OF THE SANITARY OR STORt~ SEV,~R TRENCHES RUNNING UNBER PAVED AREAS TO BE BACKRLLED ~ITH GRANULAR MAIERIAL. THE SIZE AND LOCATION OF EXISllNG UTILITIES SHOWN ARE PER INFORMATION PEO~IDED BY THE RESPECllve UTILITY CO~IPANIES. ALL UllUTY COI~3ANIES SHOULD BE NOTIFIED PRIOE TO ANY EXCAVATION F~ lieu) LOCATION OF SER'~CE5. $, SERVICE WALKS SHALL BE RBNFORCED CONCRETE 4" THICK, EXPANSION JOINTS A~ TO BE PLACED AT ALL WALK INTERSECTIONS AND ~ WALKS AND PLA'IFORMS. SDEWALK SCORES ARE TO BE EQUALLY SPACED BEI~F. EN EXPANSION JOINTS, CONTRACTION JOIN~ AND PERPENDICULAR SDEWALKS AT 5' INTERVALS DR LESS WITH A CONTRACTION JOINT EVERY 20' GR LESS. 8. TEUPO~ARY TRAFFIC CONTROL DURIN~ CONSI~UCTION TO CONFOfN TO APPUCABLE LOCAL AND STATE STANDAF~S, ALL CONS~UCTION ACTI~TY ON THIS SITE TO BE PERFORMED IN COUPUANCE ~TH APPUCABLE O.S.H.A. STANDARDS'FOR WORKER SAFETY. 10.CONTRACTOR SHALL UINII~TF DAMAGE TO EXISTING' 1REES. 'REMO~E AND BACKFILL ALL AREAS ~¢dERE ANY FIELD TILE CROSSES PROPOSED BUILDING PADS. ALL REID llLES INTERCEPTED TO BE PERPElUATED IHT0 STORM S~ER SYS1Bd OR LAKE, THE SUBCONTRACTOR SHALL NOTIFY IN ~RIllNG THE OWNER AND THE ENQHEER IN ANY CIRCUMSTANCES WI4ERE THIS CANNOT BE ACCOUPLISHED. ¸13. ALL FILL AREAS SHALL BE COUPAClED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (AS1U D-1557), 14.ALL PROPOSED GRADES DEPICTED ~ITHIN PAVED AREAS ARE TO REPRESENT THE PAVEMENT GRADE. THE TOP OF CURB IS TO BE 0.5 FEET NIGHER UNLESS OTHERWISE NOTED, ALL A.D.A. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS TO COUPLY WITH A,D.A. BEQUIEEMENTS. 16.ALL S~DEWALK CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). ASSUMED NORTH SCALE: 1"= 4.0 ' ,, , ,, .... HOLEY MOLEY SAYS "DON'T DIG BLIND" 'IT'S THE LAW" CALL 2 WORKI~ DAY~ BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS~69-1991. IT IS AGNNST THE LAW TO EXCAVATE ~IHOUT NOTIF~ANO 1HE UNDERGROUND LOCATION SERVICE 5vO (2) WORKING DAYS BEFORE COUUENCING WORK. Existing Storm Sewer New Ston'n Sewer Storm Structure Number Subsurface Drain (ssa) Existing Sonttary Sewer New Sanitary Sewer (Laterals a'e dm~n for refereace only Sanitary Structure Number Existing Contour Existing Bavarian Proposed Finish Grades Swale Grade S~e Iqo~ine(rO Row Arrow Ut~ity & Drainage Esrnt. Budding Setback Line Existing Water Main New Water Main Existing Fh'e Hydrant New Fire Hydrant Existing Water Valve New Water Valve New C~s Iddn New Electric Line ~ew Telephone Line Existing Utility Pole Existing Trees Existing Feace DNR BU HAM 60 1989 IH HAUILTON COUNTY, ~ QUAD~AN(~E, SOUTHV,~ST 1/4 SECllON 23, TtSN, R3E, LOCATED AT THE ~ 1361H BRIOGE OV~ ~AUJAUS CREFJ(. SET IN THE TOP OF THE NORTHEAST CONCREl[ VaNG WALL OF l~ BSD~. 14.4 R~T NOt,Et mOM THE CEN1ERIJNE OF WEST 136TH SmEET, 0,6 FEET SOUmAE ~ NORTHWEST FA~ OF THE ~NG WALL, 0.7 FEET BELOW THE ROADWAY, A DEPAR~ENT Of' NATtJRAL RESOURCES CONTROL STATION TA~tJ~T STAMPED 'H~ 30 ELEWllON = 870.510 (~Vl) 192g) CUT ' ON THE EAST BONNET BOLT OF HYDRANT AT 1HE SOUTHWEST CORf{ER OF 1315T STREET AND PENNSYLVANIA S1REET. In~¥ATION =, 870.67 SET RJr. ROAD SPIKE. 1 FOOT ABO~ GRADE ON THE WEST S~DE Of' POV~'~ POLE J055-266 ON 1HE EAST SIDE OF PENNSYLVANIA AND 4- 100 FEET NORTH OF THE SOUTH PROPERTY UN[ ELEVAllON - 874.86 ,,, Storm Sewer Oty of Carina City Ho(I, ~ Ci~ Square Cormd. ~diono 48032 (31'/) 571-2441 Streets Oty of Cocrnel City Hall, 1 Civic Squore Cormel, lnd~no 46032 (317) 571-2441 Utility H~tllne within In(flor.] 1-8~0-382-5544. outdde IndI(ma 1-800-428-5200 ]he nature, size ~d IocoUon of ublR~ ore per ptms md Iocotio~ provkJed by the respective utllRy cornlx~le& ]he above I~ con~utes some, if not ~1, of the ut~Ry companies ~ich may ~ ~a~ice In the ~re~ of, <~d ~ljac(mt to, the subject project, I~sed upon the COmlxmles ~houid be notrned pr~ to my excovobo~ Ioc~t;~n of ser~ice~ end veri~o~:m of ~ (md nature of , , , ~ ,__ ,._~, . [/ g~, STATE OF /~ ~ 11 ~ ". DA .... Ir mLS ~G ~ me I~AS, OmlmS AND I! Il ~c~m CONT~ HEREIN ~E ~E EX~U~ II II ~C~AL PE~ ~ ~E 5CHNE;D~ Ii I1 cm~A~m, AND ~ NO~ TO BE US~ OR ~I Il ~ ~N ~SENT OF ~E SCHN~DER Il I1 ......... IL® .............. Schneider THE SCHNBDER CORPORATION Historic Fort Harrison 8901 Otis Avenue tndionapolis, IN 46216-1037 Telephone: ;517,826.7100 Fox: 5t7,826.7200 www,schneidercorp.com Architecture Civil Engineering Environmental Engineering Oeotechnicol Services GIS * LIS Home Builder Services In~erior Design Land Surveying Londscape Architecture TronsportaUon Engineering ~AT~: P~o~cT NO.: 08/31/01 3781.001 c~^v~q ay:CHECKED aY: CWD JCZ GRADING & DRAII~AGE PI~ S~£ET NO.: VACANT SITE , / BASIN 'ID, IPORAE¥ SEDNENT BASIN --.' TEMPORARY SEDIMENT BASIN DETAIL ~___+  HAT~ PATTERN DENOIES PEI~ANENT SEEDING NAT~ PATII~ [~NO'Fr~ JHATCH PA~N ~O~S ~P~Y C~C~ON C1~ F~ ~AIG ASSUMED NORTH SCALE: 1"= 40 ' HOLEY MOLEY 8AY8 "DON'T DIG BLIND' 'n-'8 THE ~W' CALL 2 WORKING DAYS BEFORE YOU Dt~ 1-800-382-5544 C~LI. TOLL ~EE PER INDIANA STATE L~W IS-69-1991, IT IS AGAINST ll'IE LAW' TO EXCAVATE WITHOUT NOTtFhING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COmMENCiNG WORK. EROSION CONTROL AND SEQUENCING CONTRACTOR SHALL INSTALL ALL REQUIRED SiLT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH ktOVING OR STRIPPING. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. LAND ALTERATIONS WI-IICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER gOUPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS. THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECllON DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEVE~S WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS, . III I I , IIlll II ' -WARNING- i THIS SHEET TO BE USED FOR EROSION CONTROL m PURPOSES ONLY, FOR ANY OTHER INFORMATION SEEI SHEET ClO2 &: ClO3 ! I I [ I , , , Col Cable T~t~visi~ In~-~ ~ Comlxmy J~ ~c~te, ~c. 15~ ~le R~ 515 E~t ~ ~ N~, ~ ~0 ~, ~o ~032 (317)77~ (317~7 ~t~ a~ic i~ ~oy ~d P.O. ~x 312 ~E~y S~ ~ty of C~a ~ ~a 46204 ~, ~ ~ Stem ,Sewe~ City of C~I City Hall, 1 Civic Square Correct. Indiana 4~032 (317) 571-2441 S~eets Clty of C~ City ~, 1 ~ ~ Coma, ~a~o ~2 (317) 571-2441 C~C~ C~TAIN~ H~N A~ ~E ~CLU~ IN~C~AL PROP~W ~ ~E ~HNB~R neider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 517.826.7100 Fox: 317.826.7200 www. schneider¢orp, com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CWD PROJECT NO.: 3781.001 CHECKED BY: JO7 SMI~T EROSION ~EF: S: \3k\3781 \001 \dwgs\6iv~ X,001 b$.dwg XREF: ~ ~k~3751 \001 \dwgs\cidl~l~tlel .dwg SHI~T NO.: ,/, -/ INV. E = 866J6 NV. SW = 88~,11 E ......... INV. NE = INV. SW // / / .¢ FFE -, 'VACANT SiTE 1-STAY ~ PAI~IJON ._., ....,, ...... av, £ = 885.79 INV. W = 865,72 INV, N = 887.05 ~///////////////////~ /'~ AND IRRIGA~ PIPING AND ME~ WATER SERVICE CONNECTION DETAIL HOLE'( MOLEY SAYS, "DON'T DIG BLIND' --/~-- 'IT'S THE LAW' CALL 2 1-800-382-5544 CALL TOLL FREE ,T ,s A~A,NST ~ U~ TO ~×C*VATE ASSUMED NORTH SCALE: ~"= 4'0 ' 1. IT SHALL BE 1HE RESPONSIBILITf OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONI)II1ONS PERTAINII~ TO THE PHASE OF WORK. IT SHALL ALSO BE THE ~JBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE O~t~iERS OF'THE VARIOUS U~IUTIES FOR PROPER STAKE LOCATION OF EACH UTIUTY BEFORE · WORK 1S STARTED, THE SUBCONTRACTOR SHALL NOTIFY IN ~ITING THE O~I~.R AND THE ENGINEER Of' ANY OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFOR£ WORK IS STARl~D OR 2. STANDARD SPE¢IRCA11ONS FOR THE QTY Of' CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SE~ERS. ANY PART OF' THE SANITARY OR STORM SE~'R TRENCHES RUNNING UNDER PAV~ AREAS TO BE BAr. j(RLI. ED NTH GRANULAR A4AIB:Jl/d.. THE SIZE AND LOCATION OF EXISTING UTIUTIES SHOVel ARE PER INFORMAll0N PROVIDED BY THE RESPECTIVE UTILITY COUPANIES. ALL UllUTY COMPANIES SHOULD BE NOTfF1ED PRioR TO ANY EXCAVA~qoN FOR fiELD LOCATION OF SERVICES. 5.WATER SERVICE UNE TO ~ BUILDING SHALL HAVE A SHUTOFF VAL~ IN AN ACCESSIBLE LOCAIK)N OUTSIDE Of' THE BUILD{NG. 6. CON1RACTOR TO CONTACT INDIANA GAS COMPANY FOR CAS CONNECTiON TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED ~ GAS COUPANY (773-0430). 7, WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WA'ER COMPANY. 8,ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPUANCE ~TH APPUCAt~E O.S.H.A, STANDARDS FOR WORKER SAFETY. Existing Storm Sewer --,----e---,-- Existing Sanitary Sewer , - New Sonitary 5ewer 1 (Lotm, d~ are ~ ~ refer~ ~y) ° c~o. Sonita'y Sewer cleon-out --- = ----New Storm Sewer Utility & Drainage Esmt, BUilding Setback Line Existing Fire Hydront - Existing Water Valve New water Volve ~ ~ .... ,- New Water Uain ~ ~ ...... Existing' water Main ~, New Cas Main "~ Existing Cas tdain ~ E~ New Bectdc Une Existing Electric Une .. ~ - . New Telephone Line ~, - Existing Telephone Une ¢ Existing Utility Pole ~.-,~_~._~.~.~Existing Trees ~ C~ble Tete~i~n Storm Sev/er Ind~ma ~ ~ny J~em ~t~le, IncC~y of C~el 1~ A0~le R~ 516 E~t C~ei ~ C~y ~. 1 C1~ ~e ~. ~dto~ ~0 CormS. hdi~0 460~2 C~&. Jndi~o ~0~2 (31~W~ (3~7)~eSW (~7) Sffeets ~t~ B~ City of ~ Wat~ C~panyPublk ~e I~o - ~y ~y Hal, 1 C~ 1~0 ~et~y ~ P.O, ~ox 312 ~na, In~ ~2 ~ hd~ ~2 N~le, I~o ~ (3t7) 571-2~1 (317~1~1 e~2~1-~t-~32 T~e Se~t~ ~er ~t~h ~y of ~ ~ ~an S~t Oty ~. I CMc ~ ~e n~ure, size ~d I~t~ of utB~ ~e p~ p~s ~ l~[~s pr~ by utBity ~i~ ~ ~ Ii~ c~ ~e. ~ not ~. of ~e utFdy c~s ~h racy ~o~ ~ ~ ~ ~ eL ~d od~ent to, the ~b~ pm~[ b~ u~ ~e i~fo~et~n of ~e md n~e ~ 'C ~ ..  ,: .... ~... . PLAN pLAN DO.WARD BEND ~ '~ SEC~ 'C-C" BLocKING FOR' PLUGS & BENDSBLoOKi'NG I~OR TEES & WYES' 2¢ 2~ 1+ 7 4 ~o- 12 I~ ~ .... 9 ..... 5' ' '.,3 ,, 2 le. ,,,. 5 4' 2 ~ Z 1 1 ~ , ~- DETAIL - CONCRETE BLOCKING g ,-,'~ , ~'-....¢~ ~ ; NO. '~ ~ ~ PE19500260 ~ ~L STATE OF ,;~ Q ,~, · ................. ~lS DRA~G AND ~E IDEAS. O~S ~D C~CEP~ C~TAIND ~REIN ~E ~E E~LUSJ~ tN~C~ PR~ ~ ~ SCHNEID~ c~P~x~, AND ARE ~¢ TO ~E US~ ~ REPRODUCe, IN ~0~ ~ IN PART, ~T ~E ~I~N CON~T ~ mE SCHNEIDER ~PORA~. Schneider ', THE SCHNEIDER CORPORATION Historic Fort Harrison : 8901 Otis Avenue Indianapolis, IN 462t6-1057 Telephone: ,317,826.7100 Fax: 317.826,7200 : www.schneidercorp.com Architec[ure Civil Engineering . Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services interior Design Land Surveying Landscape Architecture Transportation Engineering 01 3781.001 PI~ iJ DRAV~NO rlL~'~ Seedbed Prlpo~ton Apply lime to raise the pH to the level needed for epecles bain9 eesdacL ApCy 23 pounds of 12-12-12 analysis ferUllzer (or equlvaient.~ p? 1000 ~. ft. (approximately 1000 pounds per acre) or ferffilze accora ng To test. Application of 150 lbs. of ammonium nitrate m areas Iow In Organic matter and ~erfllity will greoUy enhance vegetative growth. Work ~he fertilizer and lime Into ~he sail to a depth of 2-3 inches wlth a harrow, dl,k or rake operated acro~ the elope as much as partible. Seeding Select ~ ~esd mixture based on pro}acted use of the area (Figure 5-2), while considering beet seedIng da~ee. See Figure 5-:5 this ~hest. If tale,r- . onces are a problem, such os milt tolerance of ~esdIngs od.lacent to ~reets and highways, ~ee Flgure 5--4 thia ,beet before final eeleotJan. MUlC~l Rate Mutch is ta be applied at 2,000 to 3,000 pounds per ucre In ormie not covered by erosion control blankeUng. Mulch must be anchored using a mulch anchoring tool or farm disk with dull, serrated, etralght se'( blades, or bulldozer cleaful driven up and down elope. Figure 5-2: Permanent Seed Mixtures Species SeedIng Rate Suitable pH Site Sultc~lllt~' Ibe/<~cre lbs/lO00 well sq. ft. Droughty Drained Wet Level and SlopIng, Open Areas 1,Tall Fesoue35 .8 2.Tall Fescue25 .6 Red Clover~*5 .12 3.Kentucky Bluegrass 15 .4 CreepIng Red Fescue 15 . 4 5.5-8.32 1 5.5-8.3 1 [5-7.5 2 1 Steep Banks and Cuts ¢. Tail Fa.cue15 .¢ 5.8-7.52 1 Kentucky Bluegrass 25 .6 5. Tall Feecue~ .8 5.5-&$ 2 1 Emerald Crownvetch** 10 , Lawns and High MaIntenance Areas 6. Kentucky Bluegrass .40i -9 5.8-7,52 1 Creoping Red Fescue 40 . .g 7. Per. armlet Ryq. grass 170 ~.0 5.0-7.5 1 (Turf T~pe} 8. Tall Fetus 170 4.0 5.5-8.32 1 * I - Preferred 2 - W'dl Tolerate .e Inoculate with ~pecific Inoculant, ~eat or 'Rye Oats Annual Ryegrass Non-Irrigated* Irrigated Dormant Seeding** Temporary Seeding Dates 'dan FebMar Apr' Uaydundui AugSapOct NovDes' Permanent Seeding Date~ J ~L ~ ~ ~ ~ ~ ~ ~ Irrigation needed d~ring;~erlod. To control era"tan at times other than in the shaded areas, uae mulch, * Late ~ummer seeding dates may be extended 5 days if mulch la applied. ** Increase seeding application by 50~ FIGURE 5-3 Temporary Seedings Kind of,Seed 1000 Sq. Ft. Acrs Remarks meat or Rye 3.5:lbs, 2 bu. Cover seed 1" to 1 1/2" deep Spring Oa~s 2.3 lbo. ~ bu. Cover seed 1" deep Annual ryegmee 1 lb. 40 lbs, Cover seed 1/4"deep* * Not necessary ~here mulch ia ai~plled. _ , , Creeping Red Feecue Festuco ~a 2 1 2 1 1~1 Med.12~2512-18 7-21 S ,. .... --'K~y ~u~e~ 2 I 2 1 I 1 Med.125-~12-18 10-20 MT Pea pretzels ........ Tall F~e 2 1 1 1 1 1 Low Featuca L a~dinocea T , , -P~nl~ r~. 2 1 2 - 1 2 ,~ie~' 2 1~20 1~'18 ~10 MT L~m p~ne , , , , , Crown~ch - 1 1 2 - - ~w 15-10 24 1~21T C~on~lo ~Ha . . Red Clo~r - 1 - 2 - - M~, I7-10 18 "5-10S S THf~i~ pint.se , Ranking: Salt Tolerance (to both soil salts & spray): 1 ~ T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Sflght Tolerance FIGURE 5-4 1 2 EROSION BLANKET INSTALLATION SILT FENCE Slit Fence shaft be a machine produced, non-woven geotexUie of 100~; pol~prop?tene meeting the physical properties below. NI stokes shall be 2" X 2" hardwood 36' toll with 2~' toll loth stapled to stakes over fabric as re~nforcemenL All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight. .......................................................... 4 Grab Strength .......................................................... Warp 125 Ibe. Elongation ................................................................ Warp 50 Trapezoidal Tear Strength ....................................... 50 lbs. Burst Strength ......................................................... 200 psi UV Resistance .......................................................... A.O.S. ........................................................................ 50-80 Slurry Flow Rate ...................................................... 225 gpm/sq, ft Sediment Retention ................................................. 75 Silt Fence Material-~ /-Stakes ~ 5' O.C. Fence Post J- /~1 [~ C~ound Surface Fence Post Should--/ LSilt Fence Material Should be Buried 1' Below be Buried 6' Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS EROSION CONTROL SCHEDULE ~OSION 'CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE S~E E~hR~.C[ AS ,~n~' m0~ TO C¢.~,~ me ~' " SILT .FF-NCE t~2:KLY. AFTI~ STORM EVEN1~ ~ AS NEB)E]) PBOR TO CLEARJNG AND ORADtN(~ ~llNG ~'TPRO~EOTION ~KLY, AFTE~ STOR~ E~'HTS AN~ AS ~ PRIOR TO CLEARINg ~ TR~ P~O~C~m ~ZKL¥, ma~ STORU Er[mS A~) A~ mm TO ct~.~ ~ ~ ..... 1D,~mARY Si[DIIfl~IT. TRAP t~EKLY. AFTER STOR~ £V[NTS AND AS NEE[ED ALONG ~ ROUet ~ _ TEMPORARY .__~_ G'WATER AS NEt'I)~D /~ I~ ROUGH GRADI~ p[~MANENT 5[EOING WAT[R AS ,ETnrn .~. it~ F~/l~ ~)~$ S1RAW BN. ES ..~'~-KLY. AF'TE~ STOfBJ ID/J[NTS AS ~ Al-~ HNISH ~ , , HNLSHED UNIT~ RENOVAL OF Sl~AW BALES N/A ~ ALL AR[AS ~ T,O ~.~. Ai~.AS ~ STABUZED RENOVAL OF INLET PROl~CllON N/^ A~ ALL AI~.A$ I)t~N~ TO I~F.~ AREAS Ai~ ~LIZE~_ REMOVAL OF ~LT FENCE N'/A At m, ALL AREAS DRAIN~G TO 11~.~. ~ AI~ ~TA~LI~D_ ,- SEE CHART FOR MAINTENANCE REOUIREMENTS L, 21 in. (min.? --~ .. . OVerfill ~,tn. for settlement ~:llJl~';; ', :,":'.' ,o ,,. ? .... _..?~;J~l~__t,~-_ .4fl. (.mi..n_:).. e ,,,~~ ...=: -~ ~-. ~_.~~.)~p* (max.) ........ ~'~lltt F 2 rt. SEEDING ~ .. J ~--6" MIN. TURN DOWN /~jliltw~ ',--EROSION CONTROL BLANKET S-75 OR EQUAL) EXISTING GRADE EROSION CONTROL MATTING DETAIL 2 stakes ( per bale · flow /straw bale .... · PI,n ........ (n.t.s.) ~- stake (typ) bindinas to be--~ ./ places~ parallel ~ ~ j~____..~str~.~w bale to ground ~~  ~-3"-6"undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL CEOSSSkRS-~x ~/-BIEJtI~ INLET OR SiLT FENCE WAI~RIAL~,~F__/__/~ esi.LTB~oFENwCSi[NiXsHT[~SORAD[ NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BYSUPPUER. INLET PROTECTION SILT FENCE PAVED AREA INLET SEDIMENT BARRIER NO SCALE CU~ IN~,,L~q/,,S~DIMI~IT BARRIER NO SCALE FOUNDATION (ESPECIALLY IWPORTANT ~fl-tER£ WETNESS iS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL EROSION ~ SEi~IdE.NT CONTROL PL/d4 SUWNARY ~ "RULE 5' DATA Project: Hilton Ce-den Inn Hotd Nature and Purlx~e: Hotd' Estimated Start: October I, 2001 Estimated Co.Noletion of Site Oevetopment: October 2002 Roo~dns, Rco4way Fringes, Rood~ None Leke~ Stream% Chmnel% Oitches, Wetl~ et:.: None Existing Soil T)1~es & Desc~Uon (refer to sheet CIO0 for soils m~o): Croaby Silt Loan, 0 to :5 percent dopes. ~hods ~ilt learn Pot~tid Areas ~f~ere Sk~mwater UOy Enter (;round~at~ None known Existin9 V~tdJo~ 11~e site is covered ~ith grass & weeds. Contact Person: T~n Dom Dora Broth~ HasCt~lRy Carp. 9780 North by Northeast BI~. F~ers, ~ 48038 Adjacent L~d Use: South - Commercial East - Commericd West - Commercial Site Speci~ Sequence and Additional Notes: The swales should be constructed ~nd stabilized as eart~ as practical to pre~ent mn-off from Isovi~g the site. Erosim control for existin~ outtet structures must be maintained, Btonket installation ta be done os soon es slopes are constructed. EROSION CONTROL MEASURES MAINTENANCE REOUIR~EN~ S1RAW BN.[ ~ I~dN1T~I~C[ ~QUII~rJ~B~TS 1. INSECT SlRAW BALE DAMS AFl[R EA(:~ STORM L'~f. NT AND PE(~PTLY RL~IO~ ANY SEOMENT OI~:~)SITS TO ENSUR[ ADEQUATE STORAG[ VOLUUE FOR ~E NEXT RAIN, TAKING CAR[ NOT TO ~E I~E EN1RENOdF. O BALES IN, PICT PiDIOI]iC/LLY F~ [EI~ORA~N OR DAWAG[ FROa CON$11~UC110N SlRAW BN.ES AND SEDIMDIT, ~ IH[ IMSTURSI~) N:F..A TO ORAl)E, ANO STN)IUTF IT. 1. INSPECT ~ ~LT FIDiC[ PIDII~Y ANO AFTE~ EAOH STORU £V[NT. IF FENCE FAMing ~UI~qS, STARTS TO D[CCNPOSE, OR IN ANY WAY BECOUES F~'iiO~ OEPOSilEO SEOMENT ~ iT REACHES NAIF ~ HEIGHT OF ~ FD~C:E AT 'ITS ~ POINT OR IS CAUSINO ~ FASffiC TO BULG& TAkE CAR[ TO AVOIO UNOE~ININ~ ~ Irt. NC[ O!JR1N$ CLEAN OUT. 1. INSPECT 1EMPORARY SF.~MENT 1RAPS AFIER EACH STORId EVENT AND NtF..DIATELY I~AtR ANY EROSION ANO PIPING ItOLE$ · REMO~ SEDMENT ~N IT HAS ACCUUULATED TO ONE-NALF ~ I:L~GN DEPTH. RFJ~C[ SPILLWAY ~AVEL FACING F ~. INSPECT ~EI~I'A110N, AND RE-SEE) F NECESSARY, ~ THE SRLLWAY OEPTH PEI~ALLY TO ENSUEE k ~ OF !.5 Fi', DEHH ~ THE LOWEST POINT OF THE sL'rI~ED Dal3ANKIdENT TO HtC4J[~ POINT OF THE SPILLWAY CRE~T, AND RLL ANY LOW AREAS TO UN~TAIN ~ ELEVA~OH. 6.PROUFTLY Ri~I. AC[ ~Y D6Pt~QD RFRAP, B[ING CARFJ~JL THAT NO STONES ~l 7.~ ALL D61URSED AREAS HA~ BEE)I STABIUZ[D, RENOV[ I~E STRUC1URE AND 1.INSPECT FREQUENTLY FOR DAMAOE BY ~[HtClJLAR 1RAFRC, ANO Rt[PAIR tF ~Y. INSPECT AFE~ EAON S~ORW ~T. IESiO~ SEI~IE. NT, 1MTHOUT FLUSHING, ~ IT REACHES HALF TH[ HEIOHT OF THE BARRE& 4, OEPO~T REMON~O S[Oltk"NT Va~'RE IT t~fl.L NOT ENTER 5TORU DRAIN~ BLOCK AND ORAN[L CURB INLET PRO'EC'I~ON WNhq[t~CE REQUIREUENTS 1. AFI[R EACH STORM EYE:kq', REldO~ THE SI~WENT AND REPLA~ ll.E REM.ACE: ~E ~O'EX1117. F'AI~:IC, IF' 2. PERt~OICAU.¥ RBIO~ ~ AND 1RACKED-ON SOiL FRO~ THE $11~'T~ WrIHOUT R.I~, TO I~ TH[ SE])IMENT LOAD ON THE CURB INLET PRO~EC~ON. INSPECT ~Y FOR DAMAGE: AND FEPAIR; KE]~ GRA1ES FREt OF' DE:BRB. ORAVI~ tiRE tr~H, GEO'EXTIL[ FABR~, ANO ANY Si~I~I~T, AND BSPO~ ~ ~.EI~ PR~LY. ~ CON~ a. ANKET (~ACE APPUED) tUrN--CE 2. [F ANY AREA SHO~ ~ PUU. BACK THAT POI~ION OF THE BLANKET COVE~ING IT, ADO SOIL, RE-<~JD 11~ AREA, AND RE-LAY AND STAPLE: 11-E: 8LANK£T, 3. AFER ~G[TA1T~ E:ST/d~LIS~ENT, CI.ECK ~ TNEAI[D AREA PERIODICALLY. 1.INSPECT EN1RANC[ PAD NeD SEi)Il~NT DISi:K)SAL ARrr. A M~KLY AND AFER STORU EVEN~ OR HEAVY USF. 4,II/NE~Y REMO~ ~ AND SEDIMENT 1RACKED OR WASHED ONTO PU~C ROADS BY BRUSIG~ OR 5~EEFglG. FLU91ING ~ ONLY ~ USID IF T~ ~A~R IS 5.REPAE ANY BROKEN ROAO PAgENENT ~l~J.Y. 1 ~ PE195)0260 ~ ~ ~ ~. STATE OF /~ ~: ~-/- s ~ ...... TAng H~N ARE ~E EXCLUde, PR~ ~ ~E S~NE~DEE , AND ~E NOT TO BE U~D , IN ~0~ ~ IN PART, ~S~T ~ ~ SCHN~DER ~o BY ~E ~H~R Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schneidercorp, com Architecture Civil Engineering Environmental Engineering Geotechnicd Services (;IS * LIS Home Builder Services Interior Design Land Surveying Landscape Archi[ecture Transportation Engineering .... 08/31/01 ......... DRAWN BY: C~ PROJECT NO.: 3781.001 C~£CK~ BY: EROSION CONTROL DETAIlS S~EET NO.: I ..... 10~ 4' 12' 12' ,,, 110 7' 10' 12' , tilt.... , ....... ~o , 2' PVC SLEEVE: DRNN % , , /CURL 7/-///////////////////~' ?REP_ ~ ,DETAI,L~ L.ii I n~l:H:inOIL.J F-Il I[H]flnooII--I "* '" ~'r ~TE BOX '~ ~ 30'X30' : ,,: '* ..i i.:;:'.'.::':~ :::..~ ..I. ~l .v:-.-..-.-.-.=Lv.-.'-;v.-.W.v.-'.-.-:v.v.vm;>.-..'.-.v. ~PE "E" S~UC~RE N.T.~ mA~E I v^R~s I ' ~~~. s-~_~..~gu /' N~ A~C ~ICAL SWALE SEC~ON ~////////////~2//////~ PIPE MA~RIAL PER INDI~A DEPT. OF /~ ~ ~ ~TA~ON ~E~. ,o. 7, e. o2 J ....... WASHED 4" DIAM. ~o~x~ ~K 4" PIPE UNDERDRA,!,N~ FROM STOEM INLETS~ NO ~ : : :: .~~~- ~PU~ ~O~. C~~BE P~D PAY ~g~ ~ ~D ~C~ *~ ON SIDE ~PE C~ F~ *ON P~5 ~-uETAI~SLOPE ~roove<l end on outlet end ~L~1 tongue end on ~: thief e~d ~k !'- c ".i'.. ' ~C~ Y--Y 1.12"C to C ....... ~Ax.~A~N~ be ~e ~ as ~ .t~rd relnf~ced c~e~ pipe Am d,,i~,~ ~6 o~ 'A' LONOI~DINAL SEC~ON c~z~ ~_ E+2T ' ~'1 ~c~ A-A DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE Dia. (JN;) A * ' C ~ O * ' ~: ~ K R1 " , i~APPROX.wE3C~T i2. ~ 5'4~-3' 6;-2' 2'-0' 1.~ 10 1/8' f~. ~00 i5' 2/~'' ' ~- 4._0- ~,_~* 2,_~- ~'i~ .~2 V2- uoo ..... 18' 2 1/2"! !.1' 4'-1' ¢-2" 3'-0' 1.8 15 1/2" 12" 1,300 2i' Z 3/,l.': 11' ~'-5" ~'-3" ,3'-(3" 2.1 I~ 1/~' 13" 1,500 24" ;3"1'-0" 2°-8. 6'-3" 4~'-0" 2.:3 ~6 3/16' 1,4" ~,800 .... 2?' ~ .1/4" Y-.I~ 2'-5" 6,_3- 4.'_6" 2.6 18 1/2" 1,(. 1/2" 2,100 30" ,3 1/2' .1'~2" ¢-10' 6'-~" 5'-¢2.9 ~8 ~/16" 15' 2,40q ~" !,.3 3/4." 1~-3" ~'-6" 8'_3- 5'~5' ~.~ ~8 1/2' 1..;, 1/2- 4,100 56' " 4,' 1'-5' , ~'%1,', 8'-3' 6'-0' 3,4. ~3 $/4" 20" 4,200 ~ ToLr~C£ +/- ~: ............. PRECAST CONCRETE END SECTION~. . RISER RING 6" "B" BORROW ~-STANOARO REINFORCrd3 CONe. BASLE: STORM MANHOLE DETAIL~ N.T.S. ~ BEEHIVE iNLET GRADE ~-NEENAH TYPE CASTING '~ ~R-~342 OR APPROVED / ''~: ! l: · :l (T~E "A') / :'."1 I '~ I PRE:CAST / ':.1 I' 'F-~"~"~'°~ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::: YARD INLET TYPE "A" STRUCTURE/~ N.T.S. ~ OO,Ol3~ln I%1 TI" :,1 I'., I _CHAIR BACK CURB INLET~"I TYPE "A" S~-~I}~TURE ~ [- IJP TO 5~' ! O + 16'1 1,.~' AND GREATER I O + 24'i MAX. WIDTH A SANITARY SEWER TRENCH DETAIL.~r,~ GASKET DETAIL SECTION A-A ADJUSTING TYPICAL (~LEANOUT DETAI~ REQUIRED COMPACTION TABLE ~ STANDARD PROCTOR DENSITY (ASTM D 2321) · BACKFILL MATERIAL - (SEE NOTE~. ...... ~F. NC4-1 AREA [CLAS$'I I CLASS U I CLASS III ICLAS$ IV NOT~ IF CLASS I MATERIAL IS USED FOR BEDDING, IT MUST ALSO BE USED FOR HAUNCHING. ~ 1/2 TRENCH '~.,:,~ LDEPTH MiN.I r~4:..'aA, ~, ~ BE USED UNDER ALL .~.,~.~ ~%--~.. ~.~,~. ~/~/~ 1' PAVED AREAS) NOTE ~2¢,,. Bt ~1 I[ dca'ss I, PLACEMENT ~.~.T ;I '%~ / O~ ~H~ ..~.C.S. ~0,~ al ! [ CLASSIFICATION ~l 1 BEDDING /) SYSTEM. I~ INITIAL BACKFILL AREA :.i:,i:,!:: :,:::!!!!ii ,//t FOUNDATION ~" MIN,- (REQUIRED iN UNSTABLE $O~L) No. 8 STONE 12''-/ 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL~ eider THE SCHNEIDER CORPORATION Historic Fort Harrison 890~ Otis Avenue Indianapolis, tN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www,schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical ServiCes GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: DRA~ PRO, CT ~o.: 378t,001 !CHECKED BY: JCZ GENERAL DETAILS S: \3k\3781 \001\d. wgs~civil\C, e02:dwg }~REF: S: \3k\3781 \001 \dwgs\civil\litlel.d~g SHEET NO.: C2802 ~ ,3/4' I 22 CON CR£T[ C.^~ ~^C______~_ (VaTH CUTTE~ / TOP OF CURB I ! J ......... i ..... t" t .......... I PAVEMENT T~A~SVERSE EXPANSION J~~ ~. ~S~~ 'E~ANSIo~ JOINTS ~eSEE D,O.T, S~, SHT, 12-03 FOR GENERAL NO~S CURB JOINT DETAIL Sow Cut --~ -=----- 1' laiN, = Umlte of Patch Compacted Oranulor Backfill Note:, S~w cut 1/3 pavement thickness then break out. Steel Plate cut during'Concrete Cure end until Aspholt is placed, PAVEMENT REPAIR SECTION DETAIL . °o · o°o. ~°o ..~, °O~o °o. o °~ · o °o. o °o;,i °o. o °~. o °~o'~. GiG. o °o. o °o. o °o. o°l oeo ,oeO * o¥0 '--' 4" ~53 STONE · PREPARED SUBGRADE PER INDOT No, 207 IYClCN.., PAVEMENT SEC'lION (FOR ASPHALT PATHS) THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS TYPICAL WITH FULL-DEPTH CONCRETE, THE COST OF THE TYPE "O" COMPACTED AGGREGATE BASE, AND iTS INSTALLATION, WILL BE INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE CURB AND CUTTER. MODIFIED DEPRESSED CONCRETE GUTTER · PREPARED SUBGRADE PER INDOT NO. 207 ,~!CAL PA~VEMENT SECTION 3 1/2' BINDER COMP. AGG. BASE (~153) · PREPARED SUBGRADE PER INDOT No, 207 TYPICAL .PAVEMENT SECTION (HEA~ DUTY),, · PREPARED SUB~ADE PER INDOT No. 207 CONCREIE PAVEMENT SECTION ] o o 1-1/2" ~11 H.A,C. SURFACE ~9 H,A,C. BINDER (2 LIF~) COMPAC~D STONE AGG. BASE · PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (WITHIN RIGHT OF WAY ONLY) ~ I K ~ IN ~ (}AS MAIN SANITARY TYPICAL UTILITY CROSSING TRAmC SIONAGE, o ~[ ~ ~ RAMP DETAIL,0~ * IF Q, EARAN~ BEHIND RAgP IS LESS THAN ~ IFEN SIDE R.ARLrS I, IUST HAVE A 1:12 U/O(. SLOPE. NO~E: ALL STRIPES TO BE 4' PAIN1E) WHI'E PAINED HANDICAP. ,SYMBOL DETAIL NO SCALE I r~ 9aDTH AS INDICATED ON PLANS ' I .-..6 - 1.4, 6k ~ ~ ~ ,/~'~rOOT //-~ ~/2" co~P ,c~.~.':.',-.: ;!'Il INTEGRAL CURB AND WALK CONCRETE ,3000 PSI 6 1 2 r ~ 6" /'-' / ~ /--;3" OF TOP SOIL (0 ,. .~, , ~' ~ r/,',, ' , ooooc ~ ooo ~ EXIS~NG ~oooooooooooooooooo ~ ~ ~/ .RESERVED PARKIN . · o - ILLUMINATiNG TAPE (LETTERS) - ILLUUINAllNG TAPE (SYMBOL BLOCK) - ILLUMINATING TAPE (BACKGROUND) - IIIUI~INATiNG TAPE (ARROW) ;REEN - ILLUUINA~NO TAPE (BORDER') $ 'VAN ACCESSIBLE" TO BE NOIED FO~ SPACES DESIONATED FOR THAT US~ HANDICAP PARKING SIGN DETAIL, o~ALE H, ANDtCAPPED PARKING SiGN RAMP RAMP WALK . . " · . HANDICAPPED ~_ 5' _~ .HANDICAPPED - TYP. \ TYP. EXTRUDED CONCRETE CURB DETAIL~ X~XX--8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS NO SCALE ~\gA~tltllllllllffilll//, ~.~-'~sr~....~):% /.'~ , , No. PE195002~0 STATE ~D ~ NOT ~N~T COP~GH~D ~y ~E Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN ¢6216-1037 Telephone: 317.826,7100 Fax: 317,826.7200 www. schneidercorp, com Architecture Civil Engineering Environmentol Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design : L~nd Surveying Londsc~pe Architecture TrensportQtion Engineering I) ~L~I! : °^~:08/31/01 P~O~CT 3781,001 DRAWN BY: C~ JCZ S)E~ET TlllJ~: GENERA~ DETAILS DRA~NO ~LES: $:X3k\37El\001\dwgs\civil~,CS03. d~g XREF: 5:\3k\37B1 \001~dwgs\civil\litle I .d~g S~T NO.: {2803 / I / / / / 1 / / / t / I / / t / / / / x \ I / \ \ \ I I \ / / / / / 1 I k l-Sit:aw Iii, lO t PA'WJON TO TO TO TO TO T,o TO TO T~ TO TO TO TO TO TO '~ TO TO To TO 5.o ~o TO 1 ASSUMED NORTH SCALE: 1"= 40 ' o^~s .Ero. E co~.~.c,.~ ~. HOLEY ldOLEY 8AY8 "DON'T DIG BLIND' 'rr'8 THE LAW' CALL 2 ~OR~IN6 DAYS BEFORE YOU 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW lS-§9-1991. tT ES AGAINST THE LAW TO EXCAVATE WITHOUT NOllFYING THE UNDERGROUND LOCATION SERVICE TWO {2) WORKING CDNSrlLI]JATED LIGHTING MARK SHINKLE ~ 0102161A ......j DATE: 11~ls ~AVQNO Ah~ THE IDEAS~ O£rcoNs ~o C~TS ~T~ ~ ARE ~ ~USI~ ~E ~1~ O~S~T ~ ~E Schneider TIlE SCHNDDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-t0,57 Telephone: 3t7,826.7100 Fox: 517.826.7200 www. schneidercorp.com Architecture Civil Engineering Environmental Engineering Oeotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 0*T~'08/3t/01 3781.001 DRAWN aY: CHECK[D BY: CWD dCZ SITE UGHTING PI~ SleET NO.: