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HomeMy WebLinkAboutBadger Fieldhouse Full Set50' DRAINAGE & UTILITY EASEMENT50' DRAINAGE & UTILITY EASEMENT50' DRAINAGE & UTILITY EASEMENT50' ACCESS & UTILITY EASEMENT25' ACCESS & UTILITY EASEMENTNW COR SE1_4SEC. 28-T18N-R4ENOTHING FOUNDCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR SETCAPPED REBAR FOUNDCAPPED REBAR SET45' HALF R/WCAPPED REBAR SETNORTHVIEW CHRISTIAN LIFECHURCH INCINSTRUMENT #8515410JOSEPH BISHOPINSTRUMENT #2012050999CARMEL CLAY SCHOOLSINSTRUMENT#1011 BK 272 PG 63CARMEL 2002 SCHOOL BUILDING CORPINSTRUMENT #200200049402LOT 11,167,252 SQ.FT.±26.796ACRES±LOT 2409,879 SQ.FT.±9.410ACRES±E MAIN ST.20.020.0TLF Engineers3901 W 86th Street, Indianapolis(317) 334-1500ckincaid@tlf-engineers.comCTI CONSTRUCTION1016 3rd AVENUE S/W, #200CARMEL, INDIANA.317- 573 - 6022DFord@cticonstructionllc.comFANNING HOWEY ASSOCIATES INC.SITE/CIVIL AND STRUCTURAL ENGINEERCONSTRUCTION MANAGEROWNERARCHITECTINDOOR FACILITY AT BADGER FIELDSCLAY TOWNSHIPPROJECT NUMBER: 218052.00COVER SHEETPROJECT ISSUE DATE: JUNE 8, 2020CONSTRUCTION DOCUMENTS5459 E MAIN STREETCARMEL, INDIANACONSTRUCTION DOCUMENTS218052.00JUNE 8, 2020WILLIAME.PA YNEREGISTERED INDIANAARC HITECT4169STATE OFNo.CONFORMED DOCUMENT SETJULY 28, 2020 GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE OWNER.KEYNOTES1234567891011121314151617181920212223CONNECT TO EXISTING WATER LINE OFFSITE. PROVIDE TAP ONEXISTING WATER LINE WITH GATE VALVE. CONTRACTOR SHALLCONTACT LOCAL WATER UTILITY NOT LESS THAN 72 HOURSBEFORE START OF CONSTRUCTION OF WATER LINE. SEE SHEETSU1.3.C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.297' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.253' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2590' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2344' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2577' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2348' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2PIPE RESTRAINT - SEE DETAIL CW10 ON SHEET SU4.2 RESTRAINTSSHALL COMPLY WITH CITY OF CARMEL STANDARDS.FIRE DEPARTMENT CONNECTION - SEE DETAILS A ON SHEET SU4.1FIRE HYDRANT - SEE DETAIL CW8 ON SHEET SU4.2POST INDICATOR VALVE - SEE DETAIL A ON SHEET SU4.2GAS LINE - SEE MEP PLANS FOR SIZE AND ADDITIONALINFORMATIONGAS METER AND REGULATOR.SEE MEP PLANS FOR SIZE AND ADDITIONAL INFORMATION40' OF 6" FIRE PROTECTION LINE - SEE DETAIL CW3 ON SHEET SU4.2GATE VALVE ON 3" DOMESTIC WATER SERVICE LINE - SEE DETAIL BON SHEET SU4.2WATER LINE/SANITARY SEWER CROSSING. SEE DETAIL CS 32/SU2.341' OF 3" DOMESTIC WATER LINE4' ELECTRICAL TRANSFORMER CONCRETE PADPULL BOX - SEE ELECTRICAL PLANNEW LIFT STATION TO BE INSTALLED - SEE SHEET SU3.1552' OF FIRE PROTECTION TO FIRE DEPARTMENT CONNECTION -SEE DETAIL CW3 ON SHEET SU4.2PIT WITH DOUBLE CHECK VALVE, PIV VALVE, AND DOMESTICWATER METERGATE VALVE ON 6" FIRE PROTECTION LINE - SEE DETAIL B ONSHEET SU4.2RELOCATE EXISTING FORCE MAIN AS NEEDED2425DEX. BUILDING EX. BUILDING 4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT INV @ 12" CPP W = 778.30INV @ 12" CPP E = 778.41INV @ 24" RCP W = 778.06INV @ 24" RCP E = 778.3212" CMPST-602ST-601ST-6002113INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE UTILITY PLAN SCALE: 1"= 40'N4012004080LEGENDCLEANOUTGAS LINESTORM SEWERMANHOLE / INLETWATER LINESANITARY SEWER LINESTORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.SITE UTILITY PLANSU1.3MATCH LINE - SEE SHEET SU1.2PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSPROJECT MANAGER: CNK COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA HC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU2.1 COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA HC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU2.2 COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU2.3TRASH GUARDS FOR ARCH PIPETRASH GUARDS FOR ARCH PIPEFLARED END SECTIONSFLARED END SECTIONSTHE CRETEX COMPANIES, INC.ELK RIVER, MINNESOTACRTXJAN. 1, 19991999Copyright © The Cretex Companies, Inc.All rights reserved. Information on this document issubject to change without notice.NOT TO SCALESCALEDATEARCHTRASHDWG. NO.Note:Hot dip galvanized per ASTM A153.51"-65"73"-88"PIPE SIZEARCH22"-29"36"-44"4"7"6"5"HBAR SIZES65"-88"36"-59"22"-29"PIPE SIZE1 1/8"7/8"3/4"REQ'DHOLE DIA.STANDARD DESIGNBOLTDIA.1"3/4"5/8"SIZE1"5/8"3/4"BARBOLT LENGTH = PIPE WALL THICKNESS + 2 1/2"HEAVY DESIGN1 1/8"7/8"3/4"HOLE DIA.REQ'D59"-88"22"29"-51"PIPE SIZESIZEDIA.1"1 1/4"5/8"3/4"1"3/4"BOLTBAR6" MAX.HHINGED CONNECTIONS65" SPAN AND UP TO HAVE (2) BARSALL GUARDS TO HAVE (1) CROSS BAR,EQUALLY SPACEDVARIES 16" MIN.18" MAX. STRAIGHT CONNECT"A" (MOD.)COMMENTS24" X 24"STRUCTURE SIZING CHART15" MAX. SKEW/CORNER24" MAX. STRAIGHT CONNECT"E"30" X 30"15" MAX. SKEW/CORNER24" MAX. SHORT WALL STRAIGHT CONNECT"B" OR "C"30" X 46"36" MAX. LONG WALL STRAIGHT CONNECT15" MAX. SHORT WALL/SKEW, CORNER24" MAX. LONG WALL/SKEW, CORNER"J" OR "K"24" X 36"18" MAX. SHORT WALL STRAIGHT CONNECT27" MAX. LONG WALL STRAIGHT CONNECT15" MAX. SHORT WALL/SKEW, CORNER18" MAX. LONG WALL/SKEW, CORNER1" = 1'-0"CONCRETE BOX INLET - DETAIL BINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE SCHEDULE FORSIZE AND INV. EL.RIM ELEVATIONSEE SCHEDULEON SHEET SU2.5BASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADE1 1/2" RAD.WALL DIAMETERR-1E 1 1/2" RAD.WALL1/32 TAPER PERINCH PER SIDEWALL R-1EWALLDIA.+1 A DIAMETERHORIZONTAL FLAREVERTICAL FLARESECTION BBR- 2 SKIRTDIAMETER BDCWALLDIAMETER SECTION AAG or T(TONGUE-INLET END)WALL (GROOVE-OUTLET END)52249988426722465504548283539 PORTIONS OF A.S.T.M. SPECIFICATION C76.NOTE: MANUFACTURER OF END SECTION IS IN ACCORDANCE WITH APPLICABLE66054554308750804027606599100619690552436322466SIZE SCHEDULE46483830251934353946232736424430333333332212431518222222481019304100538015212190315012136363545891280152097409906935432727WALLDIA.122G or T1AWT. SEC530424B28735497987397727837436066313473737373224248253036161941417272420222318151755551316161415121112443472CDDIA.+1E2413R-2R-1109SKIRT3343434343434121212121212121234343434343434341212121212121212121212141414143814116181116121212121212127878116141412125167818PRECAST FLARED END SECTION - DETAIL ANO SCALE3'-0"CONCRETE TOE ANCHOR3/4" DIA. GALVANIZED HOOKEDANCHOR BOLTS 12" O-C MAX.SPACING1'-0"SEE DETAIL A/SU3.2 ™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-10 BYP HDPE Standard DetailAS-10 STD03/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent PendingAqua-Swirl High Density Polyethylene (HDPE)Stormwater Treatment System4 1/2" [114 mm]1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil1" [25 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.SoilPlace small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.RiserFrameCover48" [1219 mm] Min.12" [305 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill (90%Proctor Density)ConcreteConcrete8" [203 mm]Gravel BackfillGravel BackfillAAInletOutletPlan ViewInternal BafflesOctagonal Base PlatePipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Structural RailRiserGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.Swirl Inlet/OutletStructural RailInternalBafflesSTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Section A-ABackfill(Sand orCrushedStone)BeddingUndisturbed SoilGravel Backfill shall extend atleast 2 feet [610 mm] outwardfrom Swirl Concentrator and forthe full height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MH DetailBelow)* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.**Orientation may vary from 90°, 180°, orcustom angles to meet site conditions.4 1/2" [114 mm]Gravel Backfill1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading AreasConcretePaving1" [25 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer oftraffic loading from manholecover to concrete slab.Backfill (90%Proctor Density)Support and Levelmanhole frame withconcrete pad. DO NOTallow manhole frame torest upon HDPE riser.RiserFrameCoverGravel BackfillConcretePaving3" [76 mm] Typ.12" [305 mm]12" [305 mm]If traffic loading (H-20) is required or anticipated, a concretepad must be placed over the entire Stormwater TreatmentSystem per concrete design as calculated by Engineer.Sample details of concrete pad available upon request.NO SCALEST BMP-1 (AS-10)MANUFACTURER'S - DETAIL ADETENTION BASIN BOTTOM = 772.00'CLASS "A" PRECASTREINFORCED INLETINV. ELEV. 772.50'NO SCALE2'-6"3'-6"PLAN4'-6"6" Ø ORIFICETYP6"6" Ø ORIFICETYP6"3'-6"12"PIPE12" OUTFALLBOX777.10'TOP INLETFINISH GRADEBOLTED TO STRUCTUREINLET FRAME & GRATESECTIONPRECAST REINFORCEDCONCRETE INLET BOX770.50'BOTTOM ELEV.6"3'-6"2'-6"INV. ELEV. 771.00'12"NEENAH R-3455-A12" OUTFALLPIPECOMPACTED SUBGRADEBASE SET ON 6" OF#8 OR #2 STONE6"6" Ø UNDERDRAIN6" Ø UNDERDRAIN6"INV. ELEV. 771.00'6" Ø ORIFICEINV. ELEV. 771.00'9" ORIFICE PLATEOUTFALL STRUCTURE DETAIL - DETAIL FUNDERDRAIN DETAIL - DETAIL BNO SCALEEXTERNAL BAND6" MIN. #2 STONEPIPEKOR-N-SEAL OREQUAL EXPANDINGBANDBOOTRESILIENT PACKINGTO AVOID SHEARPRECAST MANHOLE BOTTOMEFFECTTYPE 1: SOIL-TIGHT USING NON-SHRINKGROUT AND CORRUGATED PIPEHDPE PIPE UNDERDRAINNON-SHRINK GROUT(SOIL-TIGHT)PIPE CONNECTION - DETAIL CINLET OR MANHOLE4.0 OZ./SYD. GEOTEXTILE#8 WASHED AGGREGATESLOPE12"1" VARIES SLOPE10" MINIMUM 6" TOPSOIL - SEE PLANNO SCALEPIPE CONNECTION TO MANHOLE - DETAIL ENO SCALE25' (SEE PLAN)TOP OF BANKELEV. = 783.00MAX. WATER SURFACE ELEVATION = 78X.XX'6" DOUBLE WALL PIPE,PERFORATED HANCOR Hi-Q,TYPE 4 PIPE OR EQUIVALENTPER SECTION 401.01 OF THECARMEL STORM WATERTECHNICAL STANDARDSNO SCALEDOWNSPOUT BOOT - DETAIL DCOORDINATE DOWNSPOUT ANDDRAIN LAYOUT WITH FOOTINGCONSTRUCTION. PROVIDE CUTOUTIN FOOTING AS SHOWN OR ASREQUIRED.SEE ARCH.& STRUC.PLANS5'FINISH FLOOR18"MIN.AA24"MAX.FOOTINGREDUCER AS REQUIREDSEE ARCH. PLANS FORDOWNSPOUT SIZEC.I. PIPE, SEEPLAN FOR INV. ATBUILDING WALLS8" NO-HUB/ SPIGOT WITH ZURNMODEL #Z-1445-A-BPIRON TEE W/ BRONZE PLUGNON-SHRINK GROUTFINISH GRADENON-SHRINK GROUTSECTIONTEE-WYEBUILDING WALLNON-SHRINK GROUT(TYPICAL)SEE ARCH. PLANS FORDOWNSPOUT SIZEPLAN VIEW"A" = DIAMETER AS SHOWNCLEANOUT WHERE INDICATEDPERIMETER DRAINON THE PLAN SHEETPERIMETER DRAINBUILDING WALLCUT AND FORM DOWNSPOUTAS REQUIRED AND AS APPROVEDTO FIT CLEANOUT HUB.TEE-WYEFOOTING BEYONDCUTOUT8" PVC8"DIVISION 33 SITE CONTRACTOR DIVISION 7 CONTRACTOR THE SITE CONTRACTOR SHALL COORDINATE THECONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THESTRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALLFITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN ORAS REQUIRED.COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU2.4 STORM STRUCTURE TABLEStr.CO 1CO 5CO 2CO 3CO 4BMP-1101A101B101102B102A102103104105106200201202A202Rim773.44783.11774.42775.40780.27779.19786.37784.37783.22782.65785.19782.65782.59782.34782.42777.38783.25783.00781.36781.45Inverts(N) 6" HDPE INV. = 772.92(S) 6" HDPE INV. = 772.92(W) 6" HDPE INV. = 773.12(N) 6" HDPE INV. = 773.90(S) 6" HDPE INV. = 773.90(N) 6" PVC INV. = 774.88(S) 6" HDPE INV. = 774.88(S) 6" PVC INV. = 775.86(E) 30" HDPE INV. = 773.93(W) 30" HDPE INV. = 773.93(SE) 18" RCP INV. = 780.18(NW) 18" RCP INV. = 779.45(S) 18" RCP INV. = 779.35(SE) 10" PVC INV. = 779.65(N) 18" RCP INV. = 777.06(W) 24" RCP INV. = 776.96(E) 24" RCP INV. = 776.32(W) 24" RCP INV. = 776.22(SW) 15" RCP INV. = 777.65(E) 24" RCP INV. = 775.94(S) 18" PVC INV. = 779.70(NE) 15" RCP INV. = 775.95(W) 30" RCP INV. = 775.85(E) 30" RCP INV. = 775.19(S) 15" PVC INV. = 779.70(W) 30" RCP INV. = 775.09(E) 30" RCP INV. = 774.73(S) 30" RCP INV. = 774.63(N) 30" RCP INV. = 774.17(S) 30" RCP INV. = 774.17(W) 30" HDPE INV. = 774.07(E) 6" PVC INV. = 776.87(E) 30" HDPE INV. = 773.80(S) 12" RCP INV. = 778.57(N) 12" RCP INV. = 778.10(S) 15" RCP INV. = 778.01(NE) 12" RCP INV. = 777.84(N) 15" RCP INV. = 777.62(SW) 12" RCP INV. = 777.62(W) 18" RCP INV. = 777.52CastingN/AN/AN/AN/AN/AN/AStandardR-3472R-3472R-3010R-3472R-4342R-4342R-1772R-1772N/AR-3472R-3455-CR-4342R-4342DetailCS 20/SU2.3CS 20/SU2.3CS 20/SU2.3CS 20/SU2.3CS 20/SU2.3D/SU2.4StandardStandardA/SU2.1StandardStandardA/SU2.1B/SU2.1B/SU2.1B/SU2.1C/SU2.1A/SU2.1A/SU2.1B/SU2.3A/SU2.1Str. SizeN/AN/AN/AN/AN/AN/AStandardStandard4' DIA.StandardStandard4' DIA.5' DIA.5' DIA.5' DIA.(2' SUMP)N/A4' DIA.4' DIA.24" x 24"4' DIA.STORM STRUCTURE TABLEStr.203204300301501502600601602Rim783.49780.46777.10771.30782.00781.74782.47782.23783.70Inverts(E) 18" RCP INV. = 775.68(W) 30" RCP INV. = 775.58(N) 15" PVC INV. = 778.10(E) 30" RCP INV. = 774.88(N) 30" RCP INV. = 774.78(NE) 15" PVC INV. = -0.62(N) 6" HDPE INV. = 771.00(E) 6" HDPE INV. = 771.00(S) 12" RCP INV. = 771.00(N) 12" RCP INV. = 770.05(S) 15" RCP INV. = 778.36(N) 15" RCP INV. = 777.12(E) 12" RCP INV. = 780.80(E) 12" RCP INV. = 781.07(W) 12" RCP INV. = 781.07(W) 12" RCP INV. = 782.54CastingR-4342R-4342R-3405N/AR-4215-CN/AR-3405R-4215-CN/ADetailA/SU2.1B/SU2.1F/SU2.4C/SU2.14.0' DIA.A/SU2.3B/SU2.3B/SU2.3A/SU2.3Str. Size4' DIA.6' DIA.4' DIA.N/A4.5'N/A24" x 24"30" x 30"N/ASANITARY STRUCTURE TABLEStr.SAN 1SANCO 1SANCO 2Structure- (13)Rim779.76782.57782.450.08Inverts(SE) 6" PVC INV. = 778.24(N) 6" PVC INV. = 779.22(NW) 6" PVC INV. = 779.10(S) 6" PVC INV. = 779.10CastingR-1642-AN/AN/A???DetailCS 7/SU2.1CS 18/SU2.2CS 19/SU2.2???Str. Size4' DIA.N/AN/A???PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE CONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020UTILITY DETAILSSU2.511300453SOISTATE OFORPFESNEERNLAENGI ANAINID E R DAHC IIG SNo.TEREDACNIK.ND HYDRAULIC SEALING FLANGEGRINDER PUMP STATION - SECTIONNOT TO SCALENOTES: 1. SHOP WELD ALL ANGLESC OF PANELL 2. ALL MATERIAL TO BE STAINLESS STEEL TO BE MIN. 3" OR REQ'D TO PROVIDE RIGID SUPPORT 3. ALL ANGLES AND SUPPORTS 4. ALL FASTENERS TO BE ALUMINUM AND SUPPORTSCONTROL PANEL SUPPORT DETAILNOT TO SCALE5"x3/8" STN. STL.EXPANSION BOLTS,AS REQ'D.3"x3"x1/4" MIN.ALUMINUM ANGLE, TYP.3"x1/4" MIN. ALUMINUMSUPPORT PLATETOP OF LIFT STATIONSTRUCTURE1/4" ALUMINUM PLATEAS REQ'D. TO SUPPORTEQUIPMENT(SIZE AS REQUIRED)4" X 4" TREATEDWOOD POSTSPRESSURE TREATED5/8" CDX PLYWOODELECTRICAL SERVICE SCHEMATIC3-#8 & 1#12 GROUND WIRE IN 1" RIGID STEEL CONDUITCOPPERCONCRETE18"ØNOT TO SCALEWIRE1/0234BURIED ELECTRIC SERVICE FROM NEW BUILDING POWER PANEL, 40A @ 480/277V, 3PHASE, USE RIGID CONDUIT ABOVE GRADE10' COPPERGROUNDING ROD40 AMP SERVICE RATED DOUBLE DISCONNECTT.O.S. = 783.50B.O.S. = 772.002nd PUMPPUMP ALARM1st PUMP"ON" EL. 775.00PUMPS "OFF" EL. 774.00"ON" EL. 776.00EL. 777.008" PVC GRAVITY SEWERINV.=777.004" PVC AIR VENT W/CORROSION PROOFINSECT SCREENCONNECT NEWDISCHARGE PIPING TOEX. 2" PVC FORCE MAINEX. 8" PVC GRAVITYSEWER INV=777.00±NEW 8" PVC GRAVITYSEWER INV=778.24GRINDER PUMP STATION - PLANNOT TO SCALESUBMERSIBLELEVEL SENSORANTI-FLOTATIONFLANGE2" PVC FORCE MAIN PIPING(CONNECT TO EXISTING)4' DIA. FRP BASINSTRUCTURELIFT STATION CONTROLPANEL (SEE SPEC.SECTION 11310)VISUAL ALARM LIGHTRGS CONDUIT FOR POWER& CONTROL WIRING6'x4'x4" CONCRETE PADAT CONTROL PANELBURIED POWER CONDUIT & WIRING FROMELECTRICAL SERVICE (SEE DETAIL THISSHEET).2" PVC CHECK VALVE(TYP. OF 2)2" PVC PLUG VALVE(TYP. OF 2)ALUMINUM STATION COVER (14" THICKMIN.) WIH INTEGRAL HATCH, HINGES,AND RECESSED PADLOCK HASP.STAINLESS STEELPUMP GUIDE RAILSW/ BRACKETSSTAINLESS STEELPUMP LIFTING CHAINSEAL CABLE ENTRANCESFOR PUMP AND LEVELSENSOR WIRINGSUBMERSIBLE GRINDERPUMPS (DUPLEX) REFER TOSPECIFICATIONSSUBMERSIBLE GRINDERPUMPS (DUPLEX) REFER TOSPECIFICATIONS2" PVC FITTINGSAS REQUIREDCABLE RACKCONDUIT TOCONTROL PANELNEMA 4X JUNCTION BOX8" PVC GRAVITY SEWERINV.=778.24SUBMERSIBLE GRINDER PUMPSTO BE FLYGT MODEL 3102 OREQUAL, SIZED FOR 60 GPM @100'TDH, 3600 RPM MAX.3-#8 & 1#12 GROUND WIRE IN 1" RIGID STEEL CONDUIT4COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU3.1 FIRE DEPT.CONN.GRADENOTE: CONTRACTOR TOCOORDINATE WITH LOCALFIRE DEPARTMENTFIRE DEPARTMENT CONNECTIONNO SCALEA U TO. SPKR.FIRE D E PT. CONNECTIONRAISED LETTERING(TYP.)CAST ALUMINUM PLATEPAINTED REDLETTERING TO BEPAINTED WHITE(TYP.)RINGS TO BE PAINTEDWHITE (TYP.)NO SCALEFIRE DEPARTMENT STORZ CONNECTION - DETAIL A4" NPT FEMALE 4.5" WAT E R W A Y 7.71" O . D .FIRE DEPARTMENTIDENTIFICATIONRING30° ELBOW5" STORZ x 4" NPT FEMALE RIGIDw/ STORZ CAP w/ CABLEENLARGEMENT "A"COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU4.1 POST INDICATOR VALVE - DETAIL AUPRIGHT POST INDICATOR - VICTAULIC SERIES 774VIC AWWA COUPLING STYLE 31SYSTEM SENSORSUPERVISORYSWITCH PIBV2 FORPOST INDICATORCLASS 53DUCTILEIRON PIPEVIC AWWA 90° ELBOW NO. 10-CCLASS 53 DUCTILE IRON PIPEVIC AWWA TRANSITION COUPLING STYLE 307CLASS 53 DUCTILE IRON PIPEVIC AWWA TRANSITION COUPLING STYLE 307VIC NRS GATE VALVE SERIES 772H (GXG)MOUNTINGPLATE3.02'32" MIN.56" MAX.54" MIN.COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKUTILITY DETAILSSU4.2 SYMBOLS & ABBREVIATIONSINDICATES AREA OF CONCRETE/ASPHALTREMOVALINDICATES AREA OF PIPE REMOVALPROPOSED ASPHALTPROPOSED BUILDINGNEW CONCRETE PAVEMENT / SIDEWALKNEW GRAVEL SURFACEEROSION CONTROL BLANKETAREA TO BE SEEDED/SODDED/LANDSCAPEDSEE LANDSCAPE PLANEROSION CONTROL BLANKETCONCRETE WASHOUT AREASILT FENCESEDIMENT BAGTOP OF CASTING(GUTTER LINE FOR CURB INLETS)EXISTING SPOT ELEVATIONMATCH EXISTING GRADEPROPOSED SPOT ELEVATIONPROPOSED SPOT ELEVATIONEXISTING ELEVATION AT PAVEMENT EDGEMATCH EXISTINGEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONEXISTING CHAIN LINK FENCEPROPOSED CHAIN LINK FENCEPROPOSED SEWER INLET STRUCTURESAND END SECTIONSUNDERDRAINPROPOSED STORMPROPOSED SANITARY SEWERPROPOSED FIRE PROTECTION LINEPROPOSED WATER LINEPROPOSED ELECTRIC LINEPROPOSED GAS LINEPROPERTY LINE (RIGHT-OF-WAY)UNDERDRAINS# OF PLANTS REQUIREDABBREVIATION FROM PLANT SCHEDULESIGNADA PARKING SYMBOLBACK OF CURBBENCHMARKDECIDUOUS TREECONIFEROUS TREEGUTTER ELEV.TOP OF CURB ELEV.T.C.UDC.O.NOTES:7PAST730MEG600.50600.00650650.00SFSFBOCSSFPWEGLEGENDSEE TOPOGRAPHIC SURVEY FOR ADDITIONALSYMBOLS AND ABBREVIATIONSGENERAL 1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIREDUNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS ASREQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THECONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BYANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THECONTRACT OR SPECIFICATIONS.3.CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TOCONSTRUCTION TO ENSURE USE OF CURRENT PLANS.4.ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THEBIDDING CONTRACTORS.5.ADDITIONAL INFORMATION CONCERNING EARTH MOVING MAY BE FOUND IN THEGEOTECHNICAL ENGINEERING INVESTIGATION BY ALT & WITZIG ENGINEERING,INC. DATED OCTOBER 24, 2019. ALL REQUIREMENTS OF THE GEOTECHNICALENGINEERING INVESTIGATION SHALL BE FOLLOWED. THE INFORMATIONSHOWN IN THE GEOTECHNICAL ENGINEERING INVESTIGATION IS FORINFORMATION ONLY AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELDVERIFY ALL EXISTING CONDITIONS. IN CASE OF CONFLICT BETWEEN THECONSTRUCTION DOCUMENTS AND THE GEOTECHNICAL ENGINEERINGINVESTIGATION, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN.6.PROPERTY ZONING IS S-1.7.PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROMDISTURBANCE DURING CONSTRUCTION.GENERAL NOTESSITE LAYOUT1.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TOSTARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROMTHE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY.2.DO NOT LOCATE OR STAKE BUILDING FROM SITE/CIVIL PLANS. USEARCHITECTURAL AND STRUCTURAL PLANS. CONTRACTOR SHALL REFER TO THEARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,EXIT PORCHES, TRUCK DOCK, BUILDING DIMENSIONS AND BUILDING UTILITYENTRANCE LOCATIONS.3.DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESSNOTED OTHERWISE.4.RADII NOT DIMENSIONED ARE TO BE 5'.5.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.6.REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONSBELOW FINISH GRADE ELEVATIONS INDICATED.7.TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS.8.EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVEDPRIOR TO INSTALLATION.9.SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATIONTAKEN FROM A SURVEYS PREPARED BY DLDS DATED APRIL 18TH, 2016 ANDROGER WARD ENGINEERING, INC. DATED SEPTEMBER 24,2019.10.FIRST FLOOR ACTUAL ELEVATION 784.50' SHOWN ON THE GRADING PLANDRAWING = 100'-0" ASSUMED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS.GRADING AND EARTHWORK 1.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIRSUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHTHE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THECONTRACTOR.2.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.3.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVINGOPERATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOILCONDITIONS PRIOR TO BIDDING.5.CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALLPRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.6.DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN AMANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.7.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHENEXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFYCOVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SOAS NOT TO CAUSE DAMAGE.8.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THEAPPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO AREPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT ANDOBSERVE DURING CONSTRUCTION.9.EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OFSURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIEDEXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, ANDOBSTRUCTIONS.10.PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECTSITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROMEXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.11.STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUTINTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACEWATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DONOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.12.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES.13.THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.14.PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVEDAREAS.15.PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES ANDNEW GRADES.16.MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREEDUPON BY PARTIES CONCERNED.17.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.18.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTERINSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"CONDITIONS.19.MAXIMUM LAWN SLOPE IS 3:1.20.DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.21.REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERECOMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENTCONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.22.ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENTAND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.DEMOLITION1.DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COSTSHALL BE INCLUDED AS PART OF THEIR WORK.2.DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BEESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIALSTORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS.3.REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS ORAS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITESHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL,STATE, AND OR LOCAL LAWS AND ORDINANCES.4.EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THECONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALLDAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINALCONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITYOR LOCAL REGULATIONS.5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITYCOMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO STARTTO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS,LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITYCOMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SOA REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THEEXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION.6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACHUTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE ORRELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION ORRELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THEUTILITY COMPANY.7.LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BEREMOVED OR ABANDONED IN PLACE.8.REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ONTHE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BEREMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALLNON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURFOR PLANT MATERIAL.9.ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANDAROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONSOF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY ANDMUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANYOR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THESTART OF DEMOLITION ACTIVITIES.10.SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NOUNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILLOCCUR.11.UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFOREREMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.12.DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TOACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE ANDDISPOSE OF IN A LEGAL MANNER.13.GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO ADEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE.14.FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITHSATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OREARTHWORK IS INDICATED.15.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY ANDREMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED,SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OFWAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS ORSIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY.THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIREDEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER.16.THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALLMATERIALS REMOVED FROM THE SITE.17.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITYTO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.1.ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVEMEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURESOUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".2.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE ANDREPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURESDURING EARTHMOVING OPERATIONS.3.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVEDAREAS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKINGOF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECTTRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.5.DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTILTEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.6.DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDECONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.7.THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNEDFOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.EROSION CONTROLSITE UTILITIES1.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOTWARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACTLOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION MADEAVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUNDUTILITIES.2.CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWERCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTIONTO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESEPLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER.3.CONSTRUCTION OF ALL STORM AND SANITARY SEWER LINES AND STRUCTURESSHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES ANDREGULATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATECONSTRUCTION WITH ALL RESPECTIVE UTILITIES.5.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TOLOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTEDCONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITYSTRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION ISTHE RESPONSIBILITY OF THE CONTRACTOR.6.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOWGRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALLPENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGPLANS.7.CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OFALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.8.CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING ANDELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OFDOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.9.ALL SITE WATER SERVICE LINES, SANITARY SEWER SERVICE LINES AND STORMSEWER LINES END 5' OUTSIDE THE BUILDING LINE.10.SEE PLUMBING DRAWINGS FOR CONTINUATION OF WATER PIPING, SANITARYSEWER AND STORM SEWER INTO THE BUILDING.11.SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.12.INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENTINDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPINGFACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGSACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TOMANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,AND OTHER INSTALLATION REQUIREMENTS.13.INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS AREINDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTOEXISTING SEWER IS INDICATED.14.PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONSINDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE ISSPECIFIED.15.THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.16.WATER LINES AND FIRE PROTECTION LINES SHALL BE INSTALLED WITH A MINIMUMBURY OF 5'-0" OR AS PER LOCAL UTILITY COMPANY REQUIREMENTS.17.WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BEPLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICALCLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADEDUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THEWATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWERWHEREVER POSSIBLE.18.WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATIONDISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTEDOF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS ORPLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.19.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.20.ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURINGCONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINEDUNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS AREENCOUNTERED.21.ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BEPATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTINGSECTION.LANDSCAPING1.PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALLUTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR ISRESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPECONSTRUCTION.2.LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THECOMMENCEMENT OF WORK.3.THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USEONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITYTAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS(I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATEQUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIALQUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAYBE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OFDISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE.4.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TOBE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TOBID DATE IN WRITING.5.DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYSAND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.6.PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHERCONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUMRESULTS MAY BE OBTAINED.7.SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTUREUNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THEREQUIRED RESULTS.8.UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH ISDUSTY.9.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA INAN ORDERLY CONDITION.10.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES,TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONSAND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIRANY DAMAGE CAUSED BY PLANTING OPERATIONS.11.ESTABLISH TREE PROTECTIONS ZONES AS REQUIRED BY SPECIFICATIONS.12.EARTHWORK CONTRACTOR SHALL INSTALL 12" OF TOPSOIL IN ALL PROPOSED BEDAREAS. CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION.REFER TO SPECIFICATIONS FOR TOPSOIL TESTING AND PLACEMENT REQUIREMENTS.REPLACEMENT SOIL SHALL BE COMPRISED OF 1 PART ORIGINAL, 2 PARTS HUMUS, 1PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUNDOF FERTILIZER (12-12-12 NPK BALANCED) PER 10 SQ. FT. - WORKED WELL INTO SOIL.13.RECONDITION SOIL AND SEED/RE-SEED ALL AREAS DISTURBED BY CONSTRUCTIONACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALTPAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TORECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OFRECONDITIONING.14.ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOODBARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTUREAND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED.15.ALL DISTURBED AREAS SHALL BE SEEDED/SODDED PER SPECIFICATIONS.16.ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BERESTORED TO ORIGINAL OR BETTER CONDITION.PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKP:\2019\100\2019-199\CAD\CIVIL\ACTIVE\02\G1.0_GENERAL NOTES.DWGTLF400.CTBPLOT STYLE TABLE:PLOT DATE: 6/9/2020 7:19 PMLAST SAVE DATE: 5/14/2020 10:00 PM GENERAL NOTESG1.0 FUTURE SOCCER FIELD29.9'34'81'443' 22 SPACES @ 9'-0" = 198'19'28'19'19'24'30'28'19'R6'18'25'22'24'35'7'18 SPACES @ 9'-0" = 162'20' 8'8'567'R3'36.2'5'18'38.5'8'11' 5'38.5'8'11'5'271.90'25'19'19'R6'R6'R 3 5 '96'8'8' 29 SPACES @ 9'-0" = 261' 2 @ 8' = 16' 2 @ 8' = 16' 2 @ 8' = 16' 2 @ 8' = 16' 21.2'3.9'14' 22.7' 19' 7'R5'R6'R6'R6'R6'R6'18'36'18' 5'R5'R5'R10'11'5'R35'R10'66TYP.TYP.PROPOSED 50' DRAINAGE& UTILITY EASEMENT 24.00'111131313141051317171313131019105131415151211416131710141514158148151514141415154417151541510137101025111725555541010101010101010103310325555553737372234VARIES394039PHASE 1 PAVING LIMITSLIMITS OF NEW PAVING39120.00'2727LIMITS OF NEW PARKINGLOT CONSTRUCTIONGENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1KEYNOTE HAS BEEN REMOVEDADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATE12345678910111213141516171819202122232425262728293031323334353637383940INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPARKING SUMMARY - PROJECT AREASTANDARD PARKING SPACES330ADA PARKING SPACESEXISTING0PROPOSEDTOTALPARKING SPACESTOTAL11444444SURFACE AREA SUMMARYIMPERVIOUS AREA ADDEDIMPERVIOUS AREAS1.53 ACRETOTAL AREAPERVIOUS AREASEXISTINGPERCENTAGE IMPERVIOUS AREADEVELOPED(BUILDINGS, PAVEMENT, SIDEWALK)(LAWN, LANDSCAPE, STONE, PLAYGROUND)10.98 ACRE11.74 ACRE3.96 ACRE13.27 ACRE9.45 ACRE11.5%80.3%13.67 ACRE2121212222202019191920202424255'8'8' 2 @ 8' = 16'2 @ 8' = 16'1818NEW BUILDING154,272 SFT.BUILD LIMIT LINE - EDGE OF TREELINE AND SLOPEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020SITE LAYOUT PLAN SOUTHG2.119'SEE SHEET G2.2 FOR CONTINUATION 100'100'180'180'180'100'11' 12' R 4 0 'East Main St. (Public)EX. BUILDING EX. BUILDING 4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT 410.00'21.61'21.97'22.56'14143023261010262828303030303131281010282730282727272834343429328282832832933536383838113334343439.59'41.24'41EXISTING CURBLINE TO REMAINGENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1KEYNOTE HAS BEEN REMOVEDADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE1', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATEPUBLIC ACCESS EASEMENT1234567891011121314151617181920212223242526272829303132333435363738394041INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020CARMEL DR. CHANGE11/11/2020FIELD REVISIONS02/02/2021REVISED AS NOTED02/23/2021TLF, Inc.3901 West 86th StreetIndianapolis, IN. 46268Phone: 317-334-1500Fax: 317-334-1552TLF Project No. 2019-199SITE LAYOUT PLAN NORTHG2.2SEE SHEET G2.1 FOR CONTINUATION FUTURE SOCCER FIELD29.9'34'81'443' 22 SPACES @ 9'-0" = 198'19'28'19'19'24'30'28'19'R6'18'25'22'24'35'7'18 SPACES @ 9'-0" = 162'20' 8'8'567'R3'36.2'5'18'38.5'8'11' 5'38.5'8'11'5'271.90'25'19'19'R6'R6'R 3 5 '96'8'8' 29 SPACES @ 9'-0" = 261' 2 @ 8' = 16' 2 @ 8' = 16' 2 @ 8' = 16' 2 @ 8' = 16' 21.2'3.9'14' 22.7' 19' 7'R5'R6'R6'R6'R6'R6'18'36'18' 5'R5'R5'R10'11'5'R35'R10'66TYP.TYP.PROPOSED 50' DRAINAGE& UTILITY EASEMENT 24.00'111131313141051317171313131019105131415151211416131710141514158148151514141415154417151541510137101025111725555541010101010101010103310325555553737372234VARIES394039PHASE 1 PAVING LIMITSLIMITS OF NEW PAVING39120.00'2727LIMITS OF NEW PARKINGLOT CONSTRUCTION35.0'12.0'12GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1KEYNOTE HAS BEEN REMOVEDADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATEPUBLIC ACCESS EASEMENT1234567891011121314151617181920212223242526272829303132333435363738394041INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPARKING SUMMARY - PROJECT AREASTANDARD PARKING SPACES330ADA PARKING SPACESEXISTING0PROPOSEDTOTALPARKING SPACESTOTAL11444444SURFACE AREA SUMMARYIMPERVIOUS AREA ADDEDIMPERVIOUS AREAS1.53 ACRETOTAL AREAPERVIOUS AREASEXISTINGPERCENTAGE IMPERVIOUS AREADEVELOPED(BUILDINGS, PAVEMENT, SIDEWALK)(LAWN, LANDSCAPE, STONE, PLAYGROUND)10.98 ACRE11.74 ACRE3.96 ACRE13.27 ACRE9.45 ACRE11.5%80.3%13.67 ACRE2121212222202019191920202424255'8'8' 2 @ 8' = 16'2 @ 8' = 16'1818NEW BUILDING154,272 SFT.BUILD LIMIT LINE - EDGE OF TREELINE AND SLOPEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020SITE LAYOUT PLAN SOUTHG2.119'SEE SHEET G2.2 FOR CONTINUATION 100'100'180'180'180'100'12' 12' R 4 0 'East Main St. (Public)EX. BUILDING EX. BUILDING 4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT 410.00'21.61'21.97'22.56'1414302326101026262828303030303131281010282730282727272834343429328282832832933536383838113334343439.59'41.24'GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1EXISTING ASPHALT TO REMAINADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATE12345678910111213141516171819202122232425262728293031323334353637383940INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020TLF, Inc.3901 West 86th StreetIndianapolis, IN. 46268Phone: 317-334-1500Fax: 317-334-1552TLF Project No. 2019-199SITE LAYOUT PLAN NORTHG2.2SEE SHEET G2.1 FOR CONTINUATION East Main St. (Public)EX. BUILDING EX. BUILDING PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT INV @ 12" CPP W = 778.30INV @ 12" CPP E = 778.41INV @ 24" RCP W = 778.06INV @ 24" RCP E = 778.3212" CMP780781781781782.08MEG781.96781.66781.78780.24780.02782.27782.51MEG782.15783.04783.22MEG782.92784.25784.48MEG784.13782.96783.20MEG782.84781.93782.45781.74783.20MEG783.20MEG783.59MEG783.84MEG783.15784.42784.30786.43786.55MEG788.25MEG788.13783.10783.49785.50MEG785.43780.65781.16781.12779.49779.84779.59779.44781.62781.48778779780781782783784785784783782781780 779 STR. 600, 601, AND 602 HAVEBEEN REMOVED783.70783.50GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSKEYNOTES1EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.4LEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SURVEY INFORMATIONSEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032GRADING PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020CARMEL DR. CHANGE11/11/2020FIELD REVISIONS02/02/2021GRADING PLANG3.2FLOOD PROTECTION GRADE NOTE:SEE SHEET G3.2 EMERGENCY FLOOD ROUTINGPLAN FOR FLOOD PROTECTION GRADE ANDSHADING OF SITE WITH THE GRADE. East Main St. (Public)EX. BUILDING EX. BUILDING PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT INV @ 12" CPP W = 778.30INV @ 12" CPP E = 778.41INV @ 24" RCP W = 778.06INV @ 24" RCP E = 778.3212" CMP780781781781ST-600ST-602782.08MEG781.96781.66781.78780.24780.02782.27782.51MEG782.15783.04783.22MEG782.92784.25784.48MEG784.13782.96783.20MEG782.84781.93782.45781.74783.20MEG783.20MEG783.59MEG783.84MEG783.15784.42784.30786.43786.55MEG788.25MEG788.13783.40783.00783.10783.49785.50MEG785.43780.65783.40778779780781782783784785784783782781780 779 781.16781.12779.49779.84779.59779.44781.62781.48ST-601GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSKEYNOTES1EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.4LEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SURVEY INFORMATIONSEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032GRADING PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020GRADING PLANG3.2FLOOD PROTECTION GRADE NOTE:SEE SHEET G3.2 EMERGENCY FLOOD ROUTINGPLAN FOR FLOOD PROTECTION GRADE ANDSHADING OF SITE WITH THE GRADE. PROPOSED 50' DRAINAGE& UTILITY EASEMENT FPFPFP FPFPST-203ST-104ST-BMP-1ST-101ST-102ST-103ST-204ST-200ST-106785786785784785786787788789789788787786785783783777776772782776777775774771777776773 776 ST-105ST-201785784 781 782 774774775 779 POND STORM ELEVATIONS100 YR (DESIGN) = 778.98100 YR (6" ORIFICE) = 778.7810 YR (DESIGN) = 776.9510 YR (6" ORIFICE) = 776.741% SLOPE 782784783786786786786786786786784784784784783783775777778776779780781782783 780 778 783 780 7 8 0 7 8 0 ST-202784.48787.43785.30785.30783.40786.33786.32785.40784.40784.29784.37784.00783.70783.70783.63783.70783.63784.48784.40784.39784.32784.14784.07783.73783.79783.42783.48784.30783.77784.00784.00784.48784.36784.40784.29784.48784.48784.48783.08783.15783.65783.42783.42784.48784.48783.40783.60783.55783.90784.10783.70786.56787.10787.00787.05786.80786.30786.62786.12786.85786.35787.23786.73787.05786.55786.78786.28786.00785.50786.25785.75786.50786.00786.25785.75785.23784.73784.75784.25784.55784.05784.62784.12784.50784.00784.20783.70783.61783.11784.40783.90783.61783.11784.25783.75783.15782.65783.90783.40783.90783.40783.90783.40783.90783.40783.80783.30784.09783.59783.63783.13783.92783.42783.82783.32783.58783.08784.25783.75784.45783.95784.70784.20784.35783.85784.30783.80787.33786.83786.83784.15783.65784.10783.60783.95783.45784.25783.75784.48784.00784.48783.90783.90784.40784.40784.40784.40784.40783.90784.00783.93784.00783.80784.00784.48784.00784.40784.29784.36783.75783.68783.75783.68784.00784.00784.48784.40784.29784.00784.48784.00784.40784.29783.75783.68783.75783.68783.75783.68784.26784.18784.09784.00784.00783.75782.34782.59782.59785.19786.37784.37783.22783.25783.00781.53783.38780.48782.42779.19ST-102BCONSTRUCTION LIMITSST-102AST-101AST-101BST-501ST-202A783.00782.00778778779779 7 8 0782778.75779.25779.25783GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSKEYNOTES1EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.4INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! LEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGSITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.GRADING AND DRAINAGE PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020GRADING PLANG3.1NEW BUILDINGFFE = 784.50' PROPOSED 50' DRAINAGE& UTILITY EASEMENT FPFPFP FPFPST-203ST-104ST-BMP-1ST-101ST-102ST-103ST-204ST-200ST-106785786785784785786787788789789788787786785783783777776772773782776777775774771772777776773776ST-105ST-201785784 781 782 774774775 779 POND STORM ELEVATIONS100 YR (DESIGN) = 779.39100 YR (6" ORIFICE) = 779.2810 YR (DESIGN) = 777.0810 YR (6" ORIFICE) = 776.841% SLOPE 782784783786786786786786786786784784784784783783775777778776779780781782783 780 778 783 780779 7 7 5 7 8 0781782783 ST-202784.48787.43785.30785.30783.40786.33786.32785.40784.40784.29784.37784.00783.70783.70783.63783.70783.63784.48784.40784.39784.32784.14784.07783.73783.79783.42783.48784.30783.77784.00784.00784.48784.36784.40784.29784.48784.48784.48783.08783.15783.65783.42783.42784.48784.48783.40783.60783.55783.90784.10783.70786.56787.10787.00787.05786.80786.30786.62786.12786.85786.35787.23786.73787.05786.55786.78786.28786.00785.50786.25785.75786.50786.00786.25785.75785.01784.51784.84784.34784.75784.25784.55784.05784.62784.12784.50784.00784.20783.70783.61783.11784.40783.90783.61783.11784.25783.75783.15782.65783.90783.40783.90783.40783.90783.40783.90783.40783.80783.30784.09783.59783.63783.13783.92783.42783.82783.32783.58783.08784.25783.75784.45783.95784.70784.20784.35783.85784.30783.80787.33786.83786.83784.15783.65784.10783.60783.95783.45784.25783.75784.48784.00784.48783.90783.90784.40784.40784.40784.40784.40783.90784.00783.93784.00783.80784.00784.48784.00784.40784.29784.36783.75783.68783.75783.68784.00784.00784.48784.40784.29784.00784.48784.00784.40784.29783.75783.68783.75783.68783.75783.68784.26784.18784.09784.00784.00783.75782.34782.59782.59785.19786.37784.37783.22783.25783.00781.45783.49780.46782.42779.19ST-102BCONSTRUCTION LIMITSST-102AST-101AST-101BST-501ST-202A781.36782.00GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSKEYNOTES1EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.4INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! LEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGSITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.GRADING AND DRAINAGE PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020GRADING PLANG3.1NEW BUILDINGFFE = 784.50' PROPOSED 50' DRAINAGE& UTILITY EASEMENT FPFPFP FPFP CONSTRUCTION LIMITS7857841% SLOPE 780784.48787.43785.30785.30783.40786.33786.32785.40784.40784.29784.37784.00783.70783.70783.63783.70783.63784.48784.40784.39784.32784.14784.07783.73783.79783.42783.48784.30783.77784.00784.00784.48784.36784.40784.29784.48784.48784.48783.08783.15783.65783.42783.42784.48784.48783.40783.60783.55783.90784.10783.70786.56787.10787.00787.05786.80786.30786.62786.12786.85786.35787.23786.73787.05786.55786.78786.28786.00785.50786.25785.75786.50786.00786.25785.75785.01784.51784.84784.34784.75784.25784.55784.05784.62784.12784.50784.00784.20783.70783.61783.11784.40783.90783.61783.11784.25783.75783.15782.65783.90783.40783.90783.40783.90783.40783.90783.40783.80783.30784.09783.59783.63783.13783.92783.42783.82783.32783.58783.08784.25783.75784.45783.95784.70784.20784.35783.85784.30783.80787.33786.83786.83784.15783.65784.10783.60783.95783.45784.25783.75784.48784.00784.48783.90783.90784.40784.40784.40784.40784.40783.90784.00783.93784.00783.80784.00784.48784.00784.40784.29784.36783.75783.68783.75783.68784.00784.00784.48784.40784.29784.00784.48784.00784.40784.29783.75783.68783.75783.68783.75783.68784.26784.18784.09784.00784.00783.75782.34782.59782.59785.19786.37784.37783.22783.25783.00781.53783.38780.48782.42779.19785786785781 782 782784783786786786786786786786784784784784783783776779782 783 780 7 8 0 7 8 0ST-203ST-104ST-BMP-1ST-101ST-102ST-204ST-200ST-106ST-105ST-201ST-202ST-103784785786787788789789788787786785783783777776772782776777775774771777776773 776 774774775 779 775777778781783780 778 ST-103ST-103782.00ST-501ST-102AST-101AST-101BST-202A781.36784784EXISTING FLOODROUTING HIGHPOINT=783.87EXISTING FLOODROUTING HIGHPOINT=783.50EXISTING FLOODROUTING HIGHPOINT=783.65EXISTING FLOODROUTING HIGHPOINT=783.85EXISTING FLOODROUTING HIGHPOINT=784.03EXISTING FLOODROUTING HIGHPOINT=779.25EXISTING FLOODROUTING HIGHPOINT=783.42POND STORM ELEVATIONS100 YR (DESIGN) = 778.98100 YR (6" ORIFICE) = 778.7810 YR (DESIGN) = 776.9510 YR (6" ORIFICE) = 776.74783.09783.22783.50LEGENDFLOOD PROTECTION GRADEFLOOD ROUTE ARROWGRADING AND DRAINAGE PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020EMERGENCY FLOODROUTING PLANG3.3NEW BUILDINGFFE = 784.50' East Main St. (Public)EX. BUILDING EX. BUILDING PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT INV @ 12" CPP W = 778.30INV @ 12" CPP E = 778.41INV @ 24" RCP W = 778.06INV @ 24" RCP E = 778.3212" CMP780781781781ST-600ST-602ST-601782.08MEG781.96781.66781.78780.24780.02782.27782.51MEG782.15783.04783.22MEG782.92784.25784.48MEG784.13782.96783.20MEG782.84781.93782.45781.74783.20MEG783.20MEG783.59MEG783.84MEG783.15784.42784.30786.43786.55MEG788.25MEG788.13783.40783.00783.10783.49785.50MEG785.43780.65783.40778779780781782783784785784783782781780 779 781.16781.12779.49779.84779.59779.44781.62781.48GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSKEYNOTES1EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.4LEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SURVEY INFORMATIONSEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032GRADING PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKGRADING PLANG3.2FLOOD PROTECTION GRADE NOTE:SEE SHEET G3.2 EMERGENCY FLOOD ROUTINGPLAN FOR FLOOD PROTECTION GRADE ANDSHADING OF SITE WITH THE GRADE. PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT FPG G G G G G G G G G GGGGGGGGGG FP FPGGGGGGGGGGGGGGGGG GGGGGGGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF1111 12222222222378106213139444414141491212945511789788787786785784789788787786785784775772 772773774 775 776 780 777 784783 114779781224CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSF SFSFSFSFSFSFSFS F 11SFSF SF SFSFSFSFCONSTRUCTION LIMITSCONSTRUCTION LIMITS78278342278177941783 784780781777 780 776 775 774773 772773772 774775784785786787788789784785786787788789115491212914141444441313261083222222222211111514224111549121291414144444131326108322222222221111141416171718181818INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! EROSION CONTROL PLAN NSCALE: 1"= 40'4012004080AREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCEAREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCERIPRAP SCOUR PROTECTIONCONSTRUCTION LIMITSSFLEGENDLEGENDLEGENDLEGENDLEGENDSITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONThe described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.FLOOD INFORMATION:1.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.2.SEE LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET G4.3 FOR EROSION CONTROL DETAILS4.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.5.SEE DETAIL B ON SHEET G4.4 FOR EMERGENCY SPILLWAY DESIGN.6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS, WALKS, OR OTHER PAVED AREAS.GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES123456789101SILT FENCE - SEE DETAIL D/G4.3INLET SEDIMENT PROTECTION - SEE DETAILS C&E/G4.3CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL A/G4.3SEED DISTURBED AREASEROSION CONTROL BLANKET - SEE DETAIL I, J, & K/G4.3PORTABLE TOILET - MUST ANCHORED TO PREVENT SPILLSCONCRETE WASHOUT - SEE DETAIL B/G4.3CONSTRUCTION TRAILERRIPRAP AT END SECTIONS - SEE DETAIL F/G4.3SWPPP INFORMATION BOARD - SEE DETAIL L/G4.3ROCK DONUT - SEE DETAIL H/G4.3SEE LANDSCAPE PLAN FOR PLANTINGS12'-WIDE, STABILIZED GRAVEL ACCESS PATHBMP EASEMENTSOIL STOCKPILELOCATION OF EMERGENCY SPILLWAYSEED WITH DETENTION BASIN SEED MIX - SEE PLANT SCHEDULE FORREQUIREMENTSPROTECTIVE SIGNAGE23456789101112131415KEYNOTESKEYNOTESKEYNOTESKEYNOTESKEYNOTES161718EROSION CONTROL PLANG4.1NEW BUILDINGFFE = 784.50'MATCH LINE - SEE SHEET G4.2PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020 PROPOSED 50' DRAINAGE& UTILITY EASEMENT FPFPFP FPFPST-203ST-104ST-BMP-1ST-101ST-102ST-103ST-204ST-200ST-106785786785784785786787788789789788787786785783783777776772773782776777775774771772777776773776ST-105ST-201CONSTRUCTION LIMITS785784 781 782 774774775 779 POND STORM ELEVATIONS100 YR (DESIGN) = 779.39100 YR (6" ORIFICE) = 779.2810 YR (DESIGN) = 777.0810 YR (6" ORIFICE) = 776.841% SLOPE 782784783786786786786786786786784784784784783783775777778776779780781782783 780 778 783 780779 7 7 5 7 8 0781782783 ST-202784.48787.43785.30785.30783.40786.33786.32785.40784.40784.29784.37784.00783.70783.70783.63783.70783.63784.48784.40784.39784.32784.14784.07783.73783.79783.42783.48784.30783.77784.00784.00784.48784.36784.40784.29784.48784.48784.48783.08783.15783.65783.42783.42784.48784.48783.40783.60783.55783.90784.10783.70786.56787.10787.00787.05786.80786.30786.62786.12786.85786.35787.23786.73787.05786.55786.78786.28786.00785.50786.25785.75786.50786.00786.25785.75785.01784.51784.84784.34784.75784.25784.55784.05784.62784.12784.50784.00784.20783.70783.61783.11784.40783.90783.61783.11784.25783.75783.15782.65783.90783.40783.90783.40783.90783.40783.90783.40783.80783.30784.09783.59783.63783.13783.92783.42783.82783.32783.58783.08784.25783.75784.45783.95784.70784.20784.35783.85784.30783.80787.33786.83786.83784.15783.65784.10783.60783.95783.45784.25783.75784.48784.00784.48783.90783.90784.40784.40784.40784.40784.40783.90784.00783.93784.00783.80784.00784.48784.00784.40784.29784.36783.75783.68783.75783.68784.00784.00784.48784.40784.29784.00784.48784.00784.40784.29783.75783.68783.75783.68783.75783.68784.26784.18784.09784.00784.00783.75782.34782.59782.59785.19786.37784.37783.22783.25783.00781.45783.49780.46782.42779.19784.00784.00786.00786.00786.00784.00784.00784.00784.00785785785 785GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, ANDDATUM REFERENCE SURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.4.SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.5.DRAINAGE SYSTEM TO BE PRIVATE.6.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.7.NAVD 88 USED FOR ELEVATIONSLEGENDCLEANOUTSANITARY SEWERSTORM SEWERMANHOLE / INLETWATER LINEGUTTER ELEV.TOP/CURB ELEV.600.50600.00650.00SPOT ELEVATIONCURB SPOT ELEVATIONMATCH EXISTING GRADEMEGSEED DISTURBED AREAGRADING PLAN SCALE: 1"= 30'N309003060PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKPAD GRADING PLANG3.4SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT FPG G G G G G G G G G GGGGGGGGGG FP FPGGGGGGGGGGGGGGGGG GGGGGGGSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF1111 12222222222378106213139444414141491212945511789788787786785784789788787786785784775774772 773772773774 775 776 780 777 781780784783 114779781224783782CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSSF SFSFSFSFSFSFSFS F 11SFSF SF SFSFSFSFCONSTRUCTION LIMITSCONSTRUCTION LIMITS78278342278177941783 784780781777 780 776 775 774773 772773772 77477578478578678778878978478578678778878911549121291414144444913132610832222222222111115142241115491212914141444449131326108322222222221111INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! EROSION CONTROL PLAN NSCALE: 1"= 40'4012004080AREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCEAREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCERIPRAP SCOUR PROTECTIONCONSTRUCTION LIMITSSFLEGENDLEGENDLEGENDLEGENDLEGENDSITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONThe described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.FLOOD INFORMATION:1.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.2.SEE LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET G4.3 FOR EROSION CONTROL DETAILS4.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.5.SEE DETAIL B ON SHEET G4.4 FOR EMERGENCY SPILLWAY DESIGN.6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS, WALKS, OR OTHER PAVED AREAS.GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES123456789101SILT FENCE - SEE DETAIL D/G4.3INLET SEDIMENT PROTECTION - SEE DETAILS C&E/G4.3CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL A/G4.3SEED DISTURBED AREASEROSION CONTROL BLANKET - SEE DETAIL I, J, & K/G4.3PORTABLE TOILET - MUST ANCHORED TO PREVENT SPILLSCONCRETE WASHOUT - SEE DETAIL B/G4.3CONSTRUCTION TRAILERRIPRAP AT END SECTIONS - SEE DETAIL F/G4.3SWPPP INFORMATION BOARD - SEE DETAIL L/G4.3ROCK DONUT - SEE DETAIL H/G4.3SEE LANDSCAPE PLAN FOR PLANTINGS12'-WIDE, STABILIZED GRAVEL ACCESS PATHBMP EASEMENT234567891011121314KEYNOTESKEYNOTESKEYNOTESKEYNOTESKEYNOTESEROSION CONTROL PLANG4.1NEW BUILDINGFFE = 784.50'MATCH LINE - SEE SHEET G4.2PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNK 100'100'180'180'180'100'12' 12' R 4 0 'East Main St. (Public)EX. BUILDING EX. BUILDING 4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT 410.00'21.61'21.97'22.56'1414302326101026262828303030303131281010282730282727272834343429328282832832933536383838113334343439.59'41.24'41GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.5.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGESOF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.KEYNOTESASPHALT PAVEMENT - SEE DETAIL A ON SHEET G6.1ASPHALT TO ASPHALT INTERFACE - SEE DETAIL D ON SHEET G6.1SAWCUT EXISTING EDGE OF ASPHALTMONOLITHIC CURB & WALK - SEE DETAIL G ON SHEET G6.1CONCRETE CURB - SEE DETAIL J ON SHEET G6.1EXPANSION JOINT w/SEALANT- SEE DETAIL E ON SHEET G6.1 (TYP.)CONTROL JOINT - SEE DETAIL C & I ON SHEET G6.1 (TYP.)HVAC UNIT PAD - SEE DETAIL H ON SHEET G6.1TRANSFORMER PAD - SEE DETAIL H ON SHEET G6.1LANDSCAPE AREA - SEE LANDSCAPE PLANDETENTION POND - SEE GRADING PLANDUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSNEW LIGHT POLE & BASE - SEE ELECTRICAL PLANSASPHALT PATH - SEE DETAIL R ON SHEET G6.1CONCRETE STOOP - SEE DETAIL F ON SHEET G6.1CONCRETE BOLLARD - SEE DETAIL B ON SHEET G6.14" WIDE WHITE LINE (TYPICAL)4" WIDE BLUE LINE (TYPICAL)4" WIDE BLUE LINES @ 2'-0" O.C. DIAGONALLY - SEE DETAIL P ON SHEETG6.1PAINTED ADA SYMBOL - SEE DETAIL O ON SHEET G6.1 (TYP.)ADA PARKING SIGN (TYPICAL AT EACH ADA PARKING SPACE) -SEE DETAIL N ON SHEET G6.1PRECAST PARKING BUMPER - SEE DETAIL L ON SHEET G6.1KEYNOTE HAS BEEN REMOVEDADA RAMP - SEE DETAIL Q ON SHEET G6.1BICYCLE RACK - SEE DETAIL H ON SHEET L1.310' WIDE MULTIUSE PATH. SEE DETAIL R ON SHEET G6.1HEAVY DUTY ASPHALT PAVEMENT - PAVEMENT SECTION TO COMPLYWITH CITY OF CARMEL STANDARDS FOR PRIMARY ARTERIAL4" THERMOPLASTIC SOLID WHITE LINE4" THERMOPLASTIC DOUBLE YELLOW LINE3', COMPACTED AGGREGATE #37 SHOULDER, 6" DEEP.(SHOULDER SECTION TO COMPLY WITH CITY OF CARMEL STANDARDS)PAVEMENT TURN ARROW - SEE DETAIL M ON SHEET G6.1PIV - SEE DETAIL A ON SHEET SU4.2SANITARY LIFT STATIONMILL EXISTING PAVEMENT 1.5" AND RESURFACE WITH 1.5" HMASURFACE, 9.5 mm, PER CITY OF CARMEL STANDARDS.RELOCATED STOP SIGN - SIGN TO COMPLY WITH LATEST EDITION OFTHE MUTCD.RELOCATED MAILBOXESTEMPORARY HAUL ROAD. SEE DETAIL S ON SHEET G6.1RELOCATED SPLIT RAIL FENCETEMPORARY CONSTRUCTION FENCE24' ACCESS GATEPUBLIC ACCESS EASEMENT1234567891011121314151617181920212223242526272829303132333435363738394041INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE LAYOUT PLAN SCALE: 1"= 30'N309003060LEGENDNEW BUILDINGNEW ASPHALT PAVEMENT NEW CONCRETE SIDEWALKASPHALT MILL AND RESURFACEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020TLF, Inc.3901 West 86th StreetIndianapolis, IN. 46268Phone: 317-334-1500Fax: 317-334-1552TLF Project No. 2019-199SITE LAYOUT PLAN NORTHG2.2SEE SHEET G2.1 FOR CONTINUATION East Main St. (Public)ADEX. BUILDING EX. BUILDING PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENTGGGGG G G G G G G G G G G G G G G G G G G G G G G G GSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF2 4SFSF1CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSW11921111CONSTRUCTIONLIMITS55544SFSFSFSFSFSFSFSFSFSF11CONSTRUCTION LIMITSCONSTRUCTION LIMITS42421.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.2.SEE LANDSCAPE PLANS FOR PLANTINGS.3.SEE SHEET G4.3 FOR EROSION CONTROL DETAILS4.FLOOD PROTECTION GRADE - THE ELEVATION OF THEREGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION INTHE SPECIAL FLOOD HAZARD AREA.5.SEE DETAIL B ON SHEET G4.4 FOR EMERGENCY SPILLWAY DESIGN.6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS, WALKS, OR OTHER PAVED AREAS.GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES123456789101SILT FENCE - SEE DETAIL D/G4.3INLET SEDIMENT PROTECTION - SEE DETAILS C&E/G4.3CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL A/G4.3SEED DISTURBED AREASEROSION CONTROL BLANKET - SEE DETAIL I, J, & K/G4.3PORTABLE TOILET - MUST ANCHORED TO PREVENT SPILLSCONCRETE WASHOUT - SEE DETAIL B/G4.3CONSTRUCTION TRAILERRIPRAP AT END SECTIONS - SEE DETAIL F/G4.3SWPPP INFORMATION BOARD - SEE DETAIL L/G4.3ROCK DONUT - SEE DETAIL H/G4.3SEE LANDSCAPE PLAN FOR PLANTINGS12'-WIDE, STABILIZED GRAVEL ACCESS PATHBMP EASEMENTSOIL STOCKPILE23456789101112131415KEYNOTESKEYNOTESKEYNOTESKEYNOTESKEYNOTESINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! EROSION CONTROL PLAN NSCALE: 1"= 40'4012004080AREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCEAREA OF SEEDINGEROSION CONTROL BLANKETINLET PROTECTIONCONSTRUCTION ENTRANCERIPRAP AT END SECTIONSILT FENCERIPRAP SCOUR PROTECTIONCONSTRUCTION LIMITSSFLEGENDLEGENDLEGENDLEGENDLEGENDSITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONThe described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.STORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.FLOOD INFORMATION:EROSION CONTROL PLANG4.2MATCH LINE - SEE SHEET G4.1PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNK PUBLIC STREET20' M IN .SEE PLANS FOR DIMENSIONSSEE PLANS FORDIMENSIONS150'NOTES:1.PLACE WHEREVER DIRT OR MUD COULD ENTER PUBLICSTREETS AND IN CONSTRUCTION TRAFFIC AREASREQUIRING DUST CONTROL2.PLACE ENTRANCE ON LEVEL GROUND WHERE POSSIBLE.3.PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIER FORRUNOFF FROM THE ENTRANCE AREA4.LIMIT THE NUMBER OF ACTUAL ENTRANCECONSTRUCTED FOR THE SITEMAINTENANCE:1.ENTRANCES REQUIRE PERIODIC TOP DRESSING OFSTONE2.PLACE NEW STONE IN SURFACE VOIDS3.USE ENTRANCE IN CONJUCTION WITH STREET SWEEPING4.REMOVE AGGREGATE AND SEPARATE SEDIMENT FORDISPOSAL WHEN ENTRANCE BECOMES CLOGGED5.REPAIR ANY PUBLIC ROAD PAVEMENT DAMAGE CAUSEDBY CONTSTRUCTION TRAFFIC FROM THE SITEMINIMUM 6" -#2 STONEGEOTEXTILECOMPACTED SUBGRADE20' MIN.NONECONSTRUCTION ENTRANCE - DETAIL AMINIMUM 6" -#2 STONESEE PLANS FOR D IMENS IONSGEOTEXTILESILT FENCE INLET PROTECTION - DETAIL CNONEMAINTENANCE:1"x2" HARDWOODCROSSBRACINGREFER TO SILT FENCE SECTION FOR EMBEDMENT DETAILCATCH BASIN/DRAINAGE STRUCTURENOTE:36" WIDE NONWOVENPOLYPROPYLENEFABRIC1/2"x2"x24" WOODLATH AT EACHSTAKE OVERFABRIC2"x2"x36"HARDWOODSTAKES WITHPOINTED END - AT5' O.C.1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR ISCAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGINGDISTURBED AREA TO GRADE AND STABILIZE IT.UNDISTURBED GROUNDNONESILT FENCE - DETAIL DMAINTENANCE:FLOW 4"12" MIN.24" MIN.FILTER FABRIC SECURE TOPOSTS WITH 2" LATH IN SWALESOR AREAS OF CONCENTRATEDFLOW, REINFORCE WITH 14 GA.X 6" WIRE MESHFILL WITH COMPACTED SOILEMBED FILTER CLOTHMIN. 6" INTO GROUND2"X2" HARDWOOD OR 1.33LB/FT STEEL POSTMAX. SPACING BETWEENPOSTS IS 5'-0".1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THEFENCE OR IS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,BRING DISTURBED AREA TO GRADE AND STABILIZE IT.MAINTENANCE:NONEINLET SILT PROTECTION - DETAIL E1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY.3.REMOVE SEDIMENT ON A REGULAR SCHEDULE4.AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAGINLET SEDIMENT BAG - DANDYBAG OR DANDY BAG ll BY MIRAFI(OR APPROVED EQUAL).NONEROCK DONUT- DETAIL HDANDY BAGGRATESTANDARD FABRIC ISAN ORANGE WOVENMONOFILAMENTVELCROCLOSUREFLAP FOLDS OVER TOENCLOSE GRATELIFTING STRAPSALLOW EASYMOVEMENT OFUNIT WITH GRATERIPRAP AT END SECTION - DETAIL FNONECOMPACTED SUBGRADERIPRAP INDOT CLASS 1.NOTE:GEOTEXTILE8 OZ./SYD. MIN.2' (TYP.)24" MAX. 12" MIN. 1'-0"END SECTIONGEOTEXTILE 8oz/SYD. MIN.END SECTION10'-0"FABRIC SECURING PINSCOMPACTED SUBGRADETOE WALL12"24"12" 6"RIPRAP - DETAIL GNONEGEOTEXTILE 8oz/SYD. MIN.FABRIC SECURING PINSFINISH GRADECOMPACTED SUBGRADENOTES FOR INSTALLATIONDETAIL O/C405.BLANKET, SEE STAPLE PATTERNOR EQUAL. FOR SECURING THENORTH AMERICAN GREEN S150EROSION CONTROL BLANKET3:1 SLOPEVARIES FLOWLINE 3:1 SLOPEPROPOSED GRADEVARIES, SEE GRADING PLANSWALE & DETENTION BASIN EROSION BLANKET - DETAIL KNONE1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED.2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP x 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.4.PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 5" OVERLAP. USE A DOUBLE ROW OFSTAGGERED STAPLES 4" APART TO SECURE BLANKETS.5.FULL LENGTH OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP x 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.6.BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED.7.THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP x 6" WIDE TRENCH. BACKFILL ANDCOMPACT THE TRENCH AFTER STAPLING.100SLOPE LENGTH IN FEET WITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"EROSION CONTROL BLANKET STAPLE PATTERN - DETAIL JA4:1NOTES: 0 50 25 75SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.2751251501752002252503006'3'1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCCA3' 6'3'1'-6"1'-6"B3'2 STAPLE PER SQ. YD.3'4'3'C4' 2'1'-6"1'-6"1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTOBLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6"(MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED, FOLLOW THEINSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER.42513A3BNOTE:SLOPE INSTALLATION - DETAIL INONEEROSION CONTROL BLANKETREFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER,AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEEDMUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END(SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA,APPROXIMATELY 12" APART.NONESTANDARD WASHOUT - DETAIL BNOTES:1.PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FOR STORAGE OF CONCRETEWASHOUT MATERIAL. SERVICE DUMPSTER WHEN APPROACHING 2/3 FULL USING CARESO THAT GREY WATER IS NOT SPILLED OUT WHEN DUMPSTER IS MOVED.2.PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3.LOCATE DUMPSTER IN DESIGNATED AND APPROVED LOCATIONNOTE 3NOTE 1NOTE 2NONE2'1.5'3'1'CROSS-SECTIONRIPRAP RIPRAP FINISHED GRADE2" - 3" CLEAN STONEFILTER BERM2" - 3" CLEAN STONESEDIMENT STORAGEAREAMAX DRAINAGE AREA:5 ACRES2:1PIPEINVERTFINISHEDGRADEPIPE INVERT36" PIPE MAXRIPRAP HEADWALL2:1MAINTENANCE:1.INSPECT WEEKLY AND AFTER EACH STORM EVENT AND REPAIR ANYDAMAGE IMMEDIATELY.SILT FENCESILT FENCERIPRAP SHALL EXTEND 5'-0" OUT FROM END SECTION.RIPRAP INDOT CLASS 1.NOTE:COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKEROSION CONTROLDETAILSG4.3SWPPP INFORMATION VARIES DETENTION BASIN EMERGENCY SPILLWAY - DETAIL BNO SCALE1'-6"20'-0"1'-6"779.25'779.25'COMPACTED SUBGRADE18" DEPTH OFRIP-RAPNATIVE DETENTION POND CROSS-SECTION - "A - A" - DETAIL ANO SCALEPOND BOTTOM EL = VARIESTOP OFBANK = 779.25'TOP OFBANK = 779.25'3:13:1"DO NOT MOW" SIGN"DO NOT MOW" SIGNLEGENDLEGENDLEGENDSLOPE STABILIZATION NATIVE SEED MIXDETENTION BASIN NATIVE SEED MIXLEGENDLEGENDDETENTION BASIN SEED MIX - SEE BASIN SEEDMIX TABLE BELOWSLOPE STABILIZATION SEED MIX - SEEBASIN SEED MIX TABLE BELOWSLOPE STABILIZATION SEED MIX - SEEBASIN SEED MIX TABLE BELOWNOTES:RIPRAP TO BE INDOT CLASS 1GEOTEXTILE 8OZ/SYD MINIMUMGEOTEXTILEBASIN SEED MIXDETENTION BASIN SEED MIXSEED WITH EQUAL PARTS STORMWATER SEED MIX AND ECONOMY PRAIRIE SEED MIX AT A RATE OF 35 PLS POUNDS PER ACRE.SLOPE STABILIZATION SEED MIXSEED WITH SLOPE STABILIZATION SEED MIX AT A RATE OF 60 PLS POUNDS PER ACRE. ADD 14 ACRE OF NATIVE WILDFLOWER SEEDMIX TO 1 ACRE OF THE SLOPE STABILIZATION SEED MIX. REFER TO EROSION CONTROL PLAN FOR REQUIRED EROSION CONTROLBLANKET.SEED MIXES AVAILABLE FROM:CARDNO NATIVE PLANT NURSERY (OR APPROVED EQUAL)128 WALKERTON, INDIANA574-586-2412INSTALL SEED MIX PER CARDNO INSTALLATION AND MAINTENANCE GUIDELINES.SLOPE STABILIZATION SEED MIXNATIVE WILDFLOWER SEED MIXSTORMWATER SEED MIXECONOMY PRAIRIE SEED MIX778.98'100YR EL = 778.98' (DESIGN)100YR EL = 778.78' (6" ORIFICE)10YR EL = 776.95' (DESIGN)10YR EL = 776.74' (6" ORIFICE)COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020EROSION CONTROLDETAILSG4.4 1HYDROLOGIC UNIT CODETHE HYDROLOGIC UNIT CODE FOR THIS PROJECT IS: 051202010900302RECEIVING WATERSTHE RECEIVING WATER IS THE WHITE RIVER LOCATED SOUTHEAST OF THE PROJECTSITE.3PRE-CONSTRUCTION AND POST CONSTRUCTION PEAK DISCHARGEQ PRE (10 YR.) = 16.24 cfsQ POST (10 YR.) = 1.35 cfs4STORMWATER DISCHARGEOVERLAND FLOW ROUTES TO NEW PIPING SYSTEM TO A DETENTION POND TO THEWEST OF THE PROPOSED BUILDING. THE STORMWATER THEN DISCHARGES FROMTHIS DETENTION POND SOUTH TO AN EXISTING SWALE.5POTENTIAL DISCHARGES TO GROUND WATERSTORM WATER FROM THE DEVELOPED AREA COULD POSSIBLY INTERACT WITHGROUND WATER SOURCES THROUGH NATURAL PERCOLATION PROCESS.6SOILS MAP AND SOIL DESCRIPTIONTHE SOILS MAP AND SOIL DESCRIPTIONS CAN BE FOUND ON THIS SHEET (G4.5).7POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTIONACTIVITIESTHERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTIONMACHINERY INCLUDING DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS ANDLUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS. SOIL AND SEDIMENTDISTURBED DURING EARTHWORK ACTIVITIES COULD BE BECOME POLLUTANTS IF THETRANSPORT OF THESE MATERIALS BY WIND AND/OR WATER IS NOT MEDIATED BYEROSION CONTROL MEASURES.8TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURESEACH STORMWATER QUALITY MEASURE IS SHOWN ON THE EROSION CONTROL PLAN(G4.1, G4.2). DETAILS CAN BE FOUND ON THE EROSION CONTROL DETAIL SHEET (G4.3,G4.4).CONSTRUCTION INFORMATION AND SPECIFICATIONS PERTAINING TO THEPLANNED AQUA-SWIRL POST CONSTRUCTION STORM WATER QUALITY MEASURESCAN BE FOUND ON DETAIL SHEET (SU2.4).9SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATIONCONTRACTOR OR PROJECT OWNER IS TO CONTACT AND SCHEDULE APRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORMWATER UTILITY AT317-571-2441 AT LEAST 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES. PRIORTO MOBILIZING HEAVY EQUIPMENT, THE TEMPORARY STONE CONSTRUCTIONENTRANCE SHALL BE INSTALLED, IF REQUIRED (SEE DETAIL ON G4.3). IMMEDIATELYUPON MOBILIZING, THE CONTRACTOR SHALL POST THE NECESSARY PERMITS ANDRULE 5 DOCUMENTATION ON THE SITE. PRIOR TO STARTING EARTHWORKOPERATIONS OR ANY OTHER SOIL DISTURBING ACTIVITY, ALL THE SILT FENCE SHALLBE INSTALLED ALONG WITH THE SILT FENCE INSTALLATION, ALL EXISTING INLETSSHALL BE PROTECTED AS INDICATED ON THE PLAN. TEMPORARY SEEDING, EROSIONCONTROL BLANKET AND RIPRAP SHALL BE INSTALLED AS EARTHWORK ISIMPLEMENTED. EXISTING ASPHALT IN THE VICINITY OF THE PROJECT TO BEROUTINELY CLEANED/SWEPT TO REMOVE SEDIMENT.10SOIL STOCKPILES, BORROW/DISPOSAL AREASA SOIL STOCKPILE WILL BE CREATED NORTH OF PROPOSED BUILDING, SEE SHEETG4.1. ALL DEMOLITION MATERIALS WILL REMOVED FROM SITE AND DISPOSED OF ATAN APPROVED SITE.11TEMPORARY SURFACE STABILIZATIONTEMPORARY SURFACE STABILIZATION IS REQUIRED WHEN DISTURBED AREAS AREEXPECTED TO REMAIN INACTIVE FOR A PERIOD EXCEEDING 15 DAYS. THESE AREASARE PLANNED FOR TEMPORARY SEEDING ACCORDING TO THE SEEDING TABLEPROVIDED ON THE EROSION CONTROL DETAIL SHEET (G4.3).PERMANENT SURFACE STABILIZATIONALL AREAS ARE PLANNED FOR PERMANENT SURFACE COVER INCLUDING PAVEDAREAS, PAVED WALKS, BUILDING ROOF TOPS, OR VEGETATIVE COVER. WHENSEASONAL VARIATIONS PREVENT THE INSTALLATION OF THESE SURFACE COVERS,THE CONTRACTOR SHALL INSTALL MULCHING OR EROSION CONTROL BLANKET OVERVULNERABLE DISTURBED AREAS.12EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTSTHERE ARE NOT INDIVIDUAL BUILDING LOTS CREATED AS PART OF THIS PROJECT.13MATERIAL HANDLING AND SPILL PREVENTIONSPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILL GUARDS FOREQUIPMENT FUELING AND SERVICING OPERATIONS. SPILL GUARDS SHALL BE 3'X3'X6"AND SHALL BE CONSTRUCTED OF A MATERIAL RESISTANT TO PETROLEUMPRODUCTS. ON-SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGECAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANY HAZARDOUSMATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY ATRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATEAND LOCAL REGULATIONS. ONSITE EROSION CONTROL SUPERVISOR IS TO RECORDALL SPILLS. THE INDIVIDUAL RESPONSIBLE FOR RECORDING THE SPILLS SHALLINCLUDE , AT MINIMUM,THE FOLLOWING INFORMATION: DATE OF SPILL, TYPE OFMATERIAL SPILLED, ESTIMATE AMOUNT OF MATERIAL SPILLED AND THE ACTIONSUSED TO REMEDIATE THE SPILL.CONTACT THE FOLLOWING AGENCIES IN THE EVENT OF A SPILL:DIAL 911 IN RESPONSE TO AN EMERGENCY SPILLIDEM 24-HOUR EMERGENCY SPILL LINE - (888) 233-7745 OR (317) 233-7745CARMEL FIRE DEPARTMENT- (317) 571-2600HAMILTON COUNTY SOIL AND WATER CONSERVATION DISTRICT (317) 773.2181CARMEL STORMWATER DEPARTMENT - (317) 571-244114CONTACT INFORMATIONNAME: KEN ALEXANDERADDRESS: 1016 3RD AVE SW SUITE 200, CARMEL, IN, 46032TELEPHONE: 317-573-6281E-MAIL:KALEXANDER@CTICONSTRUCTIONLLC.COMQUALIFICATIONS: CONSTRUCTION PROJECT MANAGER15CURRENT REVISION DATETHE REVISION DATE CAN BE FOUND ON THIS SHEET (G4.3), IN THE LOWER CORNER OFTHE TITLE BLOCK.1POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTVITIESTHERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERY INCLUDING DIESELFUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE AND OTHER PETROLEUM PRODUCTS.SOIL AND SEDIMENT DISTURBED DURING EARTHWORK ACTIVITIES COULD BE BECOME POLLUTANTS IF THETRANSPORT OF THESE MATERIALS BY WIND AND/OR WATER IS NOT MEDIATED BY EROSION CONTROLMEASURES.2POST-CONSTRUCTION STORMWATER QUALITY MEASURESPOST CONSTRUCTION STORM WATER QUALITY MEASURES INCLUDE AN AQUA-SWIRL STORM WATER QUALITYTREATMENT UNIT (AS-10) AND DRY DETENTION BASIN WITH UNDERDRAINS AND WETLAND SEEDING. SEESEPARATE O&M MANUAL FOR REQUIRED MAINTENANCE OF UNIT AND DRY DETENTION BASIN.3SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATIONCONTRACTOR OR PROJECT OWNER IS TO CONTACT AND SCHEDULE A PRE-CONSTRUCTION MEETING WITH THECITY OF CARMEL STORMWATER UTILITY AT 317-571-2441 AT LEAST 48 HOURS PRIOR TO ANY LAND DISTURBINGACTIVITIES. PRIOR TO MOBILIZING HEAVY EQUIPMENT, THE TEMPORARY STONE CONSTRUCTION ENTRANCESHALL BE INSTALLED, IF REQUIRED (SEE DETAIL ON G4.3). IMMEDIATELY UPON MOBILIZING, THE CONTRACTORSHALL POST THE NECESSARY PERMITS AND RULE 5 DOCUMENTATION ON THE SITE. PRIOR TO STARTINGEARTHWORK OPERATIONS OR ANY OTHER SOIL DISTURBING ACTIVITY, ALL THE SILT FENCE SHALL BEINSTALLED ALONG WITH THE SILT FENCE INSTALLATION, ALL EXISTING INLETS SHALL BE PROTECTED ASINDICATED ON THE PLAN. TEMPORARY SEEDING, EROSION CONTROL BLANKET AND RIPRAP SHALL BEINSTALLED AS EARTHWORK IS IMPLEMENTED. EXISTING ASPHALT IN THE VICINITY OF THE PROJECT TO BEROUTINELY CLEANED/SWEPT TO REMOVE SEDIMENT.4STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSEIMPACTS CONSTRUCTION ENTRANCETHE CONSTRUCTION ENTRANCE SHALL BE LOCATED AT THE ENTRANCE TO THE PROJECT. IF REQUIRED, THEDETAIL CAN BE FOUND ON THE EROSION CONTROL DETAILS SHEET (G4.3). EXISTING ASPHALT IN THE VICINITYOF THE PROJECT TO BE ROUTINELY CLEANED/SWEPT TO REMOVE SEDIMENT. SEDIMENT CONTROL MEASURES FOR SHEET FLOWSILT FENCE SEDIMENT CONTROL MEASURES ARE SHOWN ON THE EROSION CONTROL PLAN (G4.1, G4.2).DETAILS CAN BE FOUND ON THE EROSION CONTROL DETAIL SHEET (G4.3). SEDIMENT CONTROL FOR CONCENTRATED FLOWEROSION CONTROL BLANKET SERVES AS A CONCENTRATED FLOW SEDIMENT CONTROL MEASURE. THESEMEASURES ARE SHOWN ON THE EROSION CONTROL PLAN (G4.1, G4.2). DETAILS CAN BE FOUND ON THEEROSION CONTROL DETAIL SHEET (G4.3). STORM SEWER INLET PROTECTIONSTORMWATER INLET CONTROL MEASURES CONSISTING OF TEMPORARY SEDIMENT BAGS ARE SHOWN ON THEEROSION CONTROL PLAN (G4.1). DETAILS CAN BE FOUND ON THE EROSION CONTROL DETAIL SHEET (G4.3). RUNOFF CONTROL MEASURESRUNOFF CONTROL MEASURES INCLUDE SILT FENCE WHICH IS SHOWN ON THE EROSION CONTROL PLAN (G4.1).DETAILS CAN BE FOUND ON THE EROSION CONTROL DETAIL SHEET (G4.3). STORMWATER OUTLET PROTECTIONSTORMWATER OUTLETS DISCHARGE TO EXISTING STORM SEWER STRUCTURES AND EXISTING SWALES.OUTLETS ARE SHOWN ON THE EROSION CONTROL PLANS (G4.1). DETAILS CAN BE FOUND ON THE EROSIONCONTROL DETAILS SHEET (G4.3). GRADE STABILIZATION STRUCTURESNO GRADE STABILIZATION STRUCTURES ARE REQUIRED FOR THIS PROJECT LOCATION, DIMENSION, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASUREEACH STORMWATER QUALITY MEASURE IS SHOWN ON THE EROSION CONTROL PLANS AND DETAILS(G4.1, G4.2, G4.3).5O&M MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURESREFER TO O&M MANUAL.SWPPP FOR CONSTRUCTION SITESSWPPP FOR POST-CONSTRUCTIONCOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE CONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKSWPPPG4.5SOIL TYPESSOILS MAPVICINITY MAPFIRM MAPPROJECT SITEMoC3MmB2MmD2MmD2MmC2OcAMmC2MmB2 - MIAMI SILT LOAM.MIAMI SERIES2 TO 6 PERCENT SLOPES,ERODED. THIS GENTLY SLOPINGSOIL IS ALONG DRAINAGEWAYS THAT CROSS AREAS OFSOMEWHAT POORLY DRAINED CROSBY SOILS; ON SMALLISOLATED KNOLLS ON BROAD, NEARLY LEVEL TILL PLAINS;ON GENTLY ROLLING MORAINES; AND ON NARROW TOBROAD RIDGETOPS. AREAS RANGE FROM 2 TO 200 ACRESIN SIZE. MOST ARE IRREGULARLY SHAPED, BUT SOMEARE LONG OR ROUND. THIS SOIL HAS THE PROFILEDESCRIBED AS REPRESENTATIVE OF THE SERIES. SMALLAREAS THAT HAVE BEEN IN WOODLAND OR PASTURE FORMANY YEARS ARE NOT ERODED.OCA - OCKLEY SILT LOAM 0 TO 2 PERCENT SLOPES THIS WELL DRAINED SOIL HAS AWATERTABLE AT A DEPTH GREATER THAN 40 INCHES ANDIS ON TERRACES. SLOPES ARE 0 TO 2 PERCENT. THENATIVE VEGETATION IS HARDWOODS. THE SURFACELAYER IS SILT LOAM AND HAS MODERATELY LOW ORMODERATE ORGANIC MATTER CONTENT (1.0 TO 3.0PERCENT). PERMEABILITY IS MODERATE (0.6 TO 2 IN/HR)IN THE MOST RESTRICTIVE LAYER ABOVE 60 INCHES.AVAILABLE WATER CAPACITY IS HIGH (9.2 INCHES IN THEUPPER 60 INCHES). THE PH OF THE SURFACE LAYER INNON-LIMED AREAS IS 4.5 TO 6.0OCKLEY SERIESMoC3- MIAMI CLAY LOAM 6 TO 12 PERCENT SLOPES, SEVERELY ERODEDTHIS MODERATELY DRAINED SOIL HAS A SEASONAL HIGHWATER TABLE AT 2.0 TO 3.5 FT AND IS ON SIDE SLOPESAND KNOLLS ON UPLANDS. SLOPES ARE 6 TO 12PERCENT. THE NATIVE VEGETATION IS HARDWOODS.THEIR SURFACE LAYER IS CLAY LOAM AND HAS LOWORGANIC MATTER CONTENT (0.5 TO 1.0 PERCENT).PERMEABILITY IS VERY SLOW (0.06 IN/HR) IN THE MOSTRESTRICTIVE LAYER ABOVE 60 INCHES. AVAILABLEWATER CAPACITY IS LOW (5.7 INCHES IN THE UPPER 60INCHES). THE PH OF THE SURFACE LAYER IN NON-LIMITEDAREAS IS 4.5 TO 5.5. DOUGHTINESS AND WATER EROSIONMANAGEMENT CONCERNS FOR CROP PRODUCTION.EAST MAIN STREETHAZEL DELL PARKWAYEAST 126th STREETPROJECTLOCATIONPROJECTLOCATIONEAST MAIN ST. LIGHT-DUTY PAVEMENT - DETAIL A1" = 1'-0"6"1 1/2"HMA SURFACE, TYPE A, 9.5 mmCOMPACTED AGGREGATE #53COMPACTED SUBGRADE3 1/2"HMA BASE, TYPE A, 19.0 mmEXISTING PAVEMENTNEW PAVEMENTPAVEMENT INTERFACE - DETAIL D1" = 1'-0"SAWCUTTACK COATSEE PAVEMENTDETAIL A/G6.1EXPANSION JOINT - DETAIL E1/2"CONCRETE SLABVARIESNO SCALEEXPANSION JOINT TOBOTTOM OF PAVEMENTAPPLIED JOINT SEALEREXPANSIONMATERIALCONCRETE JOINTS - DETAIL C1" = 1'-0"D 1/8" SAWEDOR TOOLEDCONTROL JOINTD/4 D/2 D/2 D/2 D/2 1/2" EXP. JT. FILLER24" x 1/2" DIA. DEFORMEDTIE BAR @ 18" o.c.EXPANSION JOINTCONTROL JOINTLONGITUDINAL JOINT1/2" SEALANT24" x 3/4" DIA. SMOOTH BAR @ 18" o.c. GREASE& DOWEL CAP WITH BAR STOP @ BOTH ENDSNOTE:CONSTRUCT EXPANSIONJOINTS AT 40' MAX. ANDCONTROL JOINTS AT2.5 x THICKNESS OF SLABEXPRESSED IN FEET,UNLESS OTHERWISE NOTED.3' FROM CURB , BU ILD ING OR END OF SPACE6"EQ.6'-0 "EQ.4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER - DETAIL LNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL HSEE PLAN#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"6"1'-6" VARIES ELEV. = XX'FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"1/4" / FT. SLOPECONTROL JOINTR1"SEE PLANS6"6"1'-0"45°MONOLITHIC CURB AND WALK - DETAIL G1" = 1'-0"CONCRETE WITHFIBER ADDITIVE4" OF COMPACTEDAGGREGATE SIZE #53COMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.3.FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4"LENGTH NYCON BY NYCON, INC., OR FORTANYLON BY FORTA CORPORATION, ADDED AT THEBATCH PLANT AT 1 LB. PER CU. YD. OFCONCRETE.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"STRAIGHT CURB - DETAIL J1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10'MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT80' MAX. SPACING AND AT ENDSOF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTFINISH GRADE1" = 1'-0"ELEVATIONCURB & GUTTER TAPER - DETAIL KEDGE OFPAVEMENT1"2'-0"TOP OFPAVEMENTTOP OF CURB6"PLAN VIEW2'-0"1'-6"6" 2'-0"CONCRETE STOOP - DETAIL F1" = 1'-0"6"1-0"3'-0"FINISHGRADE1.5% SLOPEFFE ELEV.= 784.50'8"5'-0"1/2" PREFORMEDEXPANSION JOINTFILLER w/SEALANTCOMPACTEDSUBGRADE4" COMPACTEDGRANULAR MATERIAL1/4"DOWEL BARCAP1/2" DIA. x 1'-4" LONG x 12" o.c.SMOOTH DOWEL BARSDOWEL TO BE COATED WITHAPPROVED BOND BREAKELEV. = 784.50'8"NOTES:1.DOWEL AT DOOR ONLY2.NO DOWELS AT PRECASTCURB JOINT - DETAIL IPAVEMENTTRANSVERSE EXPANSION JOINTS100'TOPOFCURBTRANSVERSE CONTRACTIONJOINTS AT 10' ON CENTERBOTTOMOFCURBADA RAMP - DETAIL Q4"6'-0"PLANSEE PLANSECTION A6'-0"12:1 MAX.SLOPEEXPANSIONJOINTSEE DETAIL BELOWFOR RAMP GROOVES12:1 MAX.SLOPEASEE PLAN12:1 MAX.SLOPE2"2"2"0.3"0.3"RAMP GROOVESTO BE PLACED AT ADA AISLES ARMOR-TILE DETECTABLE WARNING TILE 2"NO SCALENO SCALEEXPANSIONJOINTCROSSWALK STRIPE - DETAIL M1/2" = 1'-0"1'-6"SEE SITE PLAN FOR LIMITS AND LENGTH6'-0"PAINTED LINES (WHITE)NON-SKID PAINT REQUIRED1'-6"1'-6"18" R3"3"11"10" DIA.7"1"18"4" TYP.20°BLUE BACKGROUNDWHITE BORDERPAINTED ADA SYMBOL - DETAIL ONO SCALE4"3'-0"4'-0" 1 1/2" CROWN 6" DIA. STEEL PIPECONCRETE FILLEDCROWN CAP W/CONC1" ABOVE TOP OF PIPEPAINT SURFACE OFPIPE W/2 COATS OFYELLOW PAINTFOLLOWING PAINTINGINSTALL 1/4" YELLOWPLASTIC BOLLARD COVERPAINT EMBEDDEDSURFACE OF PIPE W/2COATS OF RUSHINHIBITING PAINT1'-8"7"7"SLOPE CONC. AWAY FROMPIPE FOR DRAINAGE1" = 1'-0"6" PIPE BOLLARD- DETAIL B1'-6'5'-0"12"RESERVEDPARKINGGREEN - ILLUMINATINGTAPE (LETTERS)VANPARKINGRESERVEDTAPE (BORDER)GREEN - ILLUMINATINGACCESSIBLEGREEN - ILLUMINATINGTAPE (ARROW)NOTED"VAN ACCESSIBLE"TAPE (SYMBOL BLOCK)ONLY FOR SPACESTAPE (BACKGROUND)WHITE - ILLUMINATINGBLUE - ILLUMINATING1" CROWNNOT IN CONC. WALKPROVIDE 1" SLOPE @TOP OF FTG.- IF6"12"3'-6"FTG. RECESS FTG. BELOW12"Øx 3'-6" CONCRETECONC. WALK 4"9'-6" 2 lb./ft. STEELSIGN POST (PAINTED)ADA PARKING SIGN - DETAIL NNO SCALE3'-0"45°45°PAINTED PARKING ISLANDS -DETAIL P4"BLUE PAINTED LINES,4" WIDE,NO SCALEMULTI-USE PATH - DETAIL RNO SCALE6"4"24'1" = 1'-0"CRUSHED STONE PAVEMENT - DETAIL SCOMPACTED AGGREGATE #53COMPACTED SUBGRADECRUSHED AGGREGATE #2HEAVY-DUTY PAVEMENT - DETAIL A1" = 1'-0"8"1 1/2"HMA SURFACE, TYPE A, 9.5 mmCOMPACTED AGGREGATE #53COMPACTED SUBGRADE6"HMA BASE, TYPE A, 19.0 mmCOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020SITE DETAILSG6.1 H.A.C. PAVEMENT -DETAIL A1" = 1'-0"6"2" 1"HMA SURFACE, TYPE A, 9.5 mmHMA INTERMEDIATE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #53COMPACTED SUBGRADE3"HMA BASE, TYPE A, 19.0 mmEXISTING PAVEMENTNEW PAVEMENTPAVEMENT INTERFACE - DETAIL D1" = 1'-0"SAWCUTTACK COATSEE PAVEMENTDETAIL A/G6.1EXPANSION JOINT - DETAIL E1/2"CONCRETE SLABVARIESNO SCALEEXPANSION JOINT TOBOTTOM OF PAVEMENTAPPLIED JOINT SEALEREXPANSIONMATERIALCONCRETE JOINTS - DETAIL C1" = 1'-0"D 1/8" SAWEDOR TOOLEDCONTROL JOINTD/4 D/2 D/2 D/2 D/2 1/2" EXP. JT. FILLER24" x 1/2" DIA. DEFORMEDTIE BAR @ 18" o.c.EXPANSION JOINTCONTROL JOINTLONGITUDINAL JOINT1/2" SEALANT24" x 3/4" DIA. SMOOTH BAR @ 18" o.c. GREASE& DOWEL CAP WITH BAR STOP @ BOTH ENDSNOTE:CONSTRUCT EXPANSIONJOINTS AT 40' MAX. ANDCONTROL JOINTS AT2.5 x THICKNESS OF SLABEXPRESSED IN FEET,UNLESS OTHERWISE NOTED.3 ' FROM CURB , BU ILD ING OR END OF SPACE6"EQ.6'-0 "EQ.4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER - DETAIL LNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL HSEE PLAN#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"6"1'-6" VARIES ELEV. = XX'FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"1/4" / FT. SLOPECONTROL JOINTR1"SEE PLANS6"6"1'-0"45°MONOLITHIC CURB AND WALK - DETAIL G1" = 1'-0"CONCRETE WITHFIBER ADDITIVE4" OF COMPACTEDAGGREGATE SIZE #53COMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTED.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.3.FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4"LENGTH NYCON BY NYCON, INC., OR FORTANYLON BY FORTA CORPORATION, ADDED AT THEBATCH PLANT AT 1 LB. PER CU. YD. OFCONCRETE.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"STRAIGHT CURB - DETAIL J1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10'MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT80' MAX. SPACING AND AT ENDSOF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTFINISH GRADE1" = 1'-0"ELEVATIONCURB & GUTTER TAPER - DETAIL KEDGE OFPAVEMENT1"2'-0"TOP OFPAVEMENTTOP OF CURB6"PLAN VIEW2'-0"1'-6"6" 2'-0"CONCRETE STOOP - DETAIL F1" = 1'-0"6"1-0"3'-0"FINISHGRADE1.5% SLOPEFFE ELEV.= 784.50'8"5'-0"1/2" PREFORMEDEXPANSION JOINTFILLER w/SEALANTCOMPACTEDSUBGRADE4" COMPACTEDGRANULAR MATERIAL1/4"DOWEL BARCAP1/2" DIA. x 1'-4" LONG x 12" o.c.SMOOTH DOWEL BARSDOWEL TO BE COATED WITHAPPROVED BOND BREAKELEV. = 784.50'8"NOTES:1.DOWEL AT DOOR ONLY2.NO DOWELS AT PRECASTCURB JOINT - DETAIL IPAVEMENTTRANSVERSE EXPANSION JOINTS100'TOPOFCURBTRANSVERSE CONTRACTIONJOINTS AT 10' ON CENTERBOTTOMOFCURBADA RAMP - DETAIL Q4"6'-0"PLANSEE PLANSECTION A6'-0"12:1 MAX.SLOPEEXPANSIONJOINTSEE DETAIL BELOWFOR RAMP GROOVES12:1 MAX.SLOPEASEE PLAN12:1 MAX.SLOPE2"2"2"0.3"0.3"RAMP GROOVESTO BE PLACED AT ADA AISLES ARMOR-TILE DETECTABLE WARNING TILE 2"NO SCALENO SCALEEXPANSIONJOINTCROSSWALK STRIPE - DETAIL M1/2" = 1'-0"1'-6"SEE SITE PLAN FOR LIMITS AND LENGTH6'-0"PAINTED LINES (WHITE)NON-SKID PAINT REQUIRED1'-6"1'-6"18" R3"3"11"10" DIA.7"1"18"4" TYP.20°BLUE BACKGROUNDWHITE BORDERPAINTED ADA SYMBOL - DETAIL ONO SCALE4"3'-0"4'-0" 1 1/2" CROWN 6" DIA. STEEL PIPECONCRETE FILLEDCROWN CAP W/CONC1" ABOVE TOP OF PIPEPAINT SURFACE OFPIPE W/2 COATS OFYELLOW PAINTFOLLOWING PAINTINGINSTALL 1/4" YELLOWPLASTIC BOLLARD COVERPAINT EMBEDDEDSURFACE OF PIPE W/2COATS OF RUSHINHIBITING PAINT1'-8"7"7"SLOPE CONC. AWAY FROMPIPE FOR DRAINAGE1" = 1'-0"6" PIPE BOLLARD- DETAIL B1'-6'5'-0"12"RESERVEDPARKINGGREEN - ILLUMINATINGTAPE (LETTERS)VANPARKINGRESERVEDTAPE (BORDER)GREEN - ILLUMINATINGACCESSIBLEGREEN - ILLUMINATINGTAPE (ARROW)NOTED"VAN ACCESSIBLE"TAPE (SYMBOL BLOCK)ONLY FOR SPACESTAPE (BACKGROUND)WHITE - ILLUMINATINGBLUE - ILLUMINATING1" CROWNNOT IN CONC. WALKPROVIDE 1" SLOPE @TOP OF FTG.- IF6"12"3'-6"FTG. RECESS FTG. BELOW12"Øx 3'-6" CONCRETECONC. WALK 4"9'-6" 2 lb./ft. STEELSIGN POST (PAINTED)ADA PARKING SIGN - DETAIL NNO SCALE3'-0"45°45°PAINTED PARKING ISLANDS -DETAIL P4"BLUE PAINTED LINES,4" WIDE,NO SCALEMULTI-USE PATH - DETAIL RNO SCALE6"4"24'1" = 1'-0"CRUSHED STONE PAVEMENT - DETAIL SCOMPACTED AGGREGATE #53COMPACTED SUBGRADECRUSHED AGGREGATE #2COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKSITE DETAILSG6.1 EX. BUILDINGDUGOUTDUGOUTDUGOUT DUGOUT PROPOSED 50' DRAINAGE& UTILITY EASEMENT 6121912211212111121313131131212312112221422212123111112315137882107920161717152323232424242424415151717252525251GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.KEYNOTESREMOVE CHAIN LINK FENCEREMOVE CONCRETEREMOVE DUGOUT AND FOUNDATIONSLIFT STATION TO BE REMOVEDREMOVE BUILDING AND FOUNDATIONREMOVE STEEL FRAME STRUCTURE AND FOUNDATIONREMOVE SANITARY DUCTILE IRON PIPEREMOVE SANITARY SEWER CLEANOUTELECTRIC MANHOLE TO REMAIN - COORDINATE NEW SERVICE ROUTING WITHMEP PLANSREMOVE ELECTRIC LINEREMOVE IRRIGATION WATER LINELIGHT POLE TO BE REMOVED AND THEN REINSTALLED - COORDINATE WITHMEP PLANSREMOVE IRRIGATION BOXREMOVE BLEACHERS AND CONCRETE PADREMOVE SIGNREMOVE GATEREMOVE TREESSAWCUT EXISTING ASPHALT PAVEMENTREMOVE SCOREBOARD AND ELECTRIC SERVICE LINE - COORDINATE WITHOWNERREMOVE STORM SEWER STRUCTUREREMOVE FLAGPOLE AND FOUNDATION - COORDINATE WITH OWNERREMOVE BACKSTOPEXISTING 2" FORCE MAIN TO REMAIN - PROTECT THROUGHOUT CONSTRUCTIONEXISTING STORM SEWER/STRUCTURE TO REMAIN - PROTECT THROUGHOUTCONSTRUCTIONREMOVE ASPHALT PARKING LOTEXISTING SPLIT RAIL FENCE TO BE SALVAGED AND RELOCATED - SEE SHEETG2.1 FOR LOCATIONREMOVE STOP SIGN AND PROVIDE TEMPORARY STOP SIGNMAILBOX ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION.EXISTING FENCE TO REMAINREMOVE GRAVEL DOWN TO BASE LEVEL FOR ASPHALT PLACEMENT123456789101112131415161718192021222324252627282930INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! DEMOLITION PLAN SCALE: 1"= 30'N309003060LEGENDPIPE REMOVAL NOTE: SEE SHEET G1.0 AND SURVEYSHEETS FOR ADDITIONAL LEGENDITEMSSURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DA H C I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKDEMOLITION PLANGD1.0 ADEX. BUILDING EX. BUILDING PROPOSED 50' DRAINAGE& UTILITY EASEMENT 172626272826293030GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.KEYNOTESREMOVE CHAIN LINK FENCEREMOVE CONCRETEREMOVE DUGOUT AND FOUNDATIONSLIFT STATION TO BE REMOVEDREMOVE BUILDING AND FOUNDATIONREMOVE STEEL FRAME STRUCTURE AND FOUNDATIONREMOVE SANITARY DUCTILE IRON PIPEREMOVE SANITARY SEWER CLEANOUTELECTRIC MANHOLE TO REMAIN - COORDINATE NEW SERVICE ROUTING WITHMEP PLANSREMOVE ELECTRIC LINEREMOVE IRRIGATION WATER LINELIGHT POLE TO BE REMOVED AND THEN REINSTALLED - COORDINATE WITHMEP PLANSREMOVE IRRIGATION BOXREMOVE BLEACHERS AND CONCRETE PADREMOVE SIGNREMOVE GATEREMOVE TREESSAWCUT EXISTING ASPHALT PAVEMENTREMOVE SCOREBOARD AND ELECTRIC SERVICE LINE - COORDINATE WITHOWNERREMOVE STORM SEWER STRUCTUREREMOVE FLAGPOLE AND FOUNDATION - COORDINATE WITH OWNERREMOVE BACKSTOPEXISTING 2" FORCE MAIN TO REMAIN - PROTECT THROUGHOUT CONSTRUCTIONEXISTING STORM SEWER/STRUCTURE TO REMAIN - PROTECT THROUGHOUTCONSTRUCTIONREMOVE ASPHALT PARKING LOTEXISTING SPLIT RAIL FENCE TO BE SALVAGED AND RELOCATED - SEE SHEETG2.1 FOR LOCATIONREMOVE STOP SIGN AND PROVIDE TEMPORARY STOP SIGNMAILBOX ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION.EXISTING FENCE TO REMAINREMOVE GRAVEL DOWN TO BASE LEVEL FOR ASPHALT PLACEMENT123456789101112131415161718192021222324252627282930INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! DEMOLITION PLAN SCALE: 1"= 30'N309003060LEGENDPIPE REMOVAL NOTE: SEE SHEET G1.0 AND SURVEYSHEETS FOR ADDITIONAL LEGENDITEMSSURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKDEMOLITION PLANGD1.1 GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.KEYNOTES4" DEEP SHREDDED HARDWOOD MULCH LANDSCAPE BED PERSPECIFICATIONS4" DEEP WASHED RIVER ROCK BED - PER DETAIL F/L1.3SEEDED LAWN PER SPECIFICATIONSSEED WITH DETENTION BASIN SEED MIX - SEE PLANT SCHEDULE FORREQUIREMENTSTREE RING - PER DETAIL A/L1.3PROTECT EXISTING TREE TO REMAIN (TREE PROTECTION FENCE TOFOLLOW TREE LINE) - PER DETAIL C/L1.3ASPHALT PATH - SEE DETAIL R/ G6.1TRENCH BED EDGE - PER DETAIL E/L1.3STEEL EDGING - PER DETAIL G/L1.3SEED WITH SLOPE STABILIZATION SEED MIX ON SIDE SLOPE - SEE PLANTSCHEDULE FOR REQUIREMENTS12345678910Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!LANDSCAPE PLAN SCALE: 1"= 30'N309003060LEGENDEXISTING TREEDECIDUOUS TREEEVERGREEN TREEORNAMENTAL TREESHRUBSEEDED LAWNSEEDED DETENTION BASIN PLANTINGSSLOPE STABILIZATION PLANTINGSWASHED RIVER ROCK BEDTREE PROTECTION FENCE4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT TYPTYPTYPTYP7775553331888881111566633373366PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKLANDSCAPE PLAN - NORTHL1.15VB5HPT5VB3AGA3AGA5PA5VB5PA5PA5PO5VB5PO5VB2LT2LT2LT2LTMAIN STREETMATCH LINE - SEE SHEET L1.25HPT5HPT5HPT5HPT PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT PE-7PE-5PE-5PE-7PE-11PE-11146290 SFFIELDHOUSE107391 SFCORRIDOR108149 SFELECTRICAL112315 SFWOMEN10973 SFRESTROOM110319 SFMEN111PE-1PE-2PE-1PE-1PE-1PE-1PE-1209 SFCORRIDOR101235 SFTICKETS10278 SFSTORAGE10359 SFRESTROOM104463 SFVESTIBULE100PE-4W82W82433 SFMEETING106337 SFTRAINING1052633 SFSTORAGE11471 SFMEZZANINE ACCESS115PE-1PE-2PE-1PE-1PE-1PE-1PE-1PE-1PE-2PE-1PE-1PE-1PE-1PE-1PE-1PE-2PE-1PE-1PE-1PE-1PE-1FUTURE SOCCER FIELD77111111123333333410662332233366333981041066666122229881311331138104101033973GENERAL NOTES1.SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.KEYNOTES4" DEEP SHREDDED HARDWOOD MULCH LANDSCAPE BED PERSPECIFICATIONS4" DEEP WASHED RIVER ROCK BED - PER DETAIL F/L1.3SEEDED LAWN PER SPECIFICATIONSSEED WITH DETENTION BASIN SEED MIX - SEE PLANT SCHEDULE FORREQUIREMENTSTREE RING - PER DETAIL A/L1.3PROTECT EXISTING TREE TO REMAIN (TREE PROTECTION FENCE TOFOLLOW TREE LINE) - PER DETAIL C/L1.3ASPHALT PATH - SEE DETAIL R/ G6.1TRENCH BED EDGE - PER DETAIL E/L1.3STEEL EDGING - PER DETAIL G/L1.3SEED WITH SLOPE STABILIZATION SEED MIX ON SIDE SLOPE - SEE PLANTSCHEDULE FOR REQUIREMENTS12345678910Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!LANDSCAPE PLAN SCALE: 1"= 30'N309003060LEGENDEXISTING TREEDECIDUOUS TREEEVERGREEN TREEORNAMENTAL TREESHRUBSEEDED LAWNSEEDED DETENTION BASIN PLANTINGSSLOPE STABILIZATION PLANTINGSWASHED RIVER ROCK BEDTREE PROTECTION FENCENEW BUILDINGBUILD LIMIT LINE - EDGE OF TREELINE AND SLOPEPLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKLANDSCAPE PLAN - SOUTHL1.210JCK2LSR6JCK2UAV2QB8RAGMATCH LINE - SEE SHEET L1.12UAV2QB2LSR12JCK2RAG12JCK10JCK10JCK12RAG12RAG12RAG9RAG13RAG TREE PLANTING DETAILSHRUB PLANTING DETAILTRENCH EDGESCALE : 1" = 6"NO SCALENO SCALEAL1.3BL1.3EL1.3HL1.3SCALE: 3/4" = 1'-0"BICYCLE PARKING RACKPLAN VIEWSECTION G.1TOOLEDCONTROLJOINT1/2"EXPANSIONJOINTTOOLEDCONTROLJOINTTOOLEDCONTROLJOINTCONCRETESIDEWALKTREE PRESERVATION DETAILNO SCALECL1.31/2"EXPANSIONJOINT WITHSEALANTCONCRETESIDEWALK#4 DOWELSX 1'-4" LONG@ 2'-0" O.C.STAINLESSSTEELANCHORS2" Ø INVERTED U-TYPE BIKERACK WITH BLACKTHERMOPLASTIC POWDERCOATING MODEL : SU 20-F-TAS MANUFACTURED BYCREATIVE PIPE INC.(800)644-8467 OR APPROVEDEQUALG.1L1.24"4"DO NOT BREAK ROOTBALL.1. ROTOTILL TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED.NOTE:ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS AND MULCH. WATER THROUGHLY.LIRIODENDRON TULIPIFERASHRUBSLTQUANTITYTREESABBR.BOTANICAL NAMETULIP TREESIZECOMMON NAMENOTESROOT B&BSPACINGJCKJUNIPERUS CHINENSES 'KALLAY'S COMPACT'KALLAY PFITZER JUNIPERAS SHOWNCONT.#32 1/2"RAGRHUS AROMATICA 'GRO-LOW'GROW LOW SUMACB&BAS SHOWNCONT.QUERCUS BICOLORQB2 1/2"SWAMP WHITE OAKB&B2 1/2"B&BAS SHOWNDENSE BRANCHING, MATCHED2 1/2"DENSE BRANCHING, MATCHEDDENSE BRANCHING, MATCHEDDENSE BRANCHING, MATCHED#324" HEIGHT & 18" WIDTH MIN., 24" HEIGHT & 24" WIDTH MIN.EVERGREEN TREESPOPICEA OMORIKA6' HT.SERBIAN SPRUCEB&BAS SHOWNDENSE BRANCHING, MATCHED152586044ORNAMENTAL TREESAGAAMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE SERVICEBERRYB&BAS SHOWNDENSE, MULTI-STEM66' HT.AS SHOWN68PAPICEA ABIES6' HT.NORWAY SPRUCEB&BAS SHOWNDENSE BRANCHING, MATCHED10NOTES:1.TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENMULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALLCREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.2.PLACE SOIL FROM TRENCH EDGE WITHIN BED.3.TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHEDPLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.VERTICAL EDGE4" SHREDDED HARDWOODMULCHFINISH GRADE OFPLANTING BEDMULCHED PLANTING BEDLAWN AREA3"4"4" WASHED RIVER ROCKREFER TO PLOT & LANDSCAPEPLANS FOR LOCATIONSGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADENOTES:1.STEEL EDGING TO BE INSTALLED BETWEEN ALLWASHED RIVER ROCK BEDS AND LAWN AREAS.NOTES:1.STEEL EDGING COLOR TO BE GREEN.2.STEEL EDGING TO BE INSTALLED BETWEEN ALL WASHED RIVER ROCK BEDS ANDLAWN AREAS.3.STEEL EDGING TO BE INSTALLED FLUSH WITH ADJACENT FINISHED GRADE.FINISHGRADE4" WASHED RIVER ROCKGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADE1/4" STEEL EDGING,PAINTED GREEN1'-3" LONG TAPERED STEELSTAKES SPACED @ 2'-6"5"10"NOTES:1.DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.2.IMMEDIATELY SOAK WITH WATER.3.DO NOT USE PLANTS WITH BROKEN OR CRACKED ROOTBALL.4.PERENNIALS OF THE SAME SPECIES SHALL BE MATCHED IN GROWTH CHARACTER AND UNIFORMITY.5.IF HEAVY CLAY OR A RESTRICTIVE HARD PAN IS ENCOUNTERED AUGER 6" DIAMETER DRAINAGEHOLES,2'-0"APART, INTO FREE-DRAINING STRATA OR TO A DEPTH OF 10' WHICHEVER IS LESS TOPROVIDE FOR GOOD DRAINAGE.4" SHREDDED HARDWOOD MULCHUNDISTURBED SUBGRADEPLANROTOTILL TO 1'-6" DEPTH, SPREAD 2" LAYEROF HUMUS, ROTOTILL HUMUS INTO TOP 8" OFBEDREMOVE CONTAINER & DISPOSE OF OFF SITEPERENNIALPERENNIALS SHALL BE PLANTED USING ATRIANGULAR PLANTING SCHEME. REFERTO THE PLANTING SCHEDULE FOR THEON-CENTER PLANTING DIMENSION.EQUALEQ U A LLIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA'LSRROTUNDILOBA SWEETGUM4ULMUS AMERICANA 'VALLEY FORGE'UAV'VALLEY FORGE' ELMVBVIBURNUM X BURKWOODIIBURKWOOD VIBURNUM30" HEIGHT & 24" WIDTH MIN., PERENNIAL PLANTINGSCALE : 3/4" = 1'-0"DL1.3WASHED RIVER ROCK BEDSCALE : 1" = 6"FL1.3STEEL EDGINGSCALE : 1" = 6"GL1.3HPTHYDRANGEA PANICULATA 'TARDIVA'LATE PANICLE HYDRANGEA2530" HEIGHT & 24" WIDTH MIN., B&B30"B&B30"AS SHOWNBASIN SEED MIXDETENTION BASIN SEED MIXSEED WITH EQUAL PARTS STORMWATER SEED MIX AND ECONOMY PRAIRIE SEED MIX AT A RATE OF 35 PLS POUNDS PER ACRE.AS SHOWNAS SHOWNAS SHOWNSLOPE STABILIZATION SEED MIXSEED WITH SLOPE STABILIZATION SEED MIX AT A RATE OF 60 PLS POUNDS PER ACRE. ADD 14 ACRE OF NATIVE WILDFLOWER SEEDMIX TO 1 ACRE OF THE SLOPE STABILIZATION SEED MIX. REFER TO EROSION CONTROL PLAN FOR REQUIRED EROSION CONTROLBLANKET.SEED MIXES AVAILABLE FROM:CARDNO NATIVE PLANT NURSERY (OR APPROVED EQUAL)128 WALKERTON, INDIANA574-586-2412INSTALL SEED MIX PER CARDNO INSTALLATION AND MAINTENANCE GUIDELINES.TRENCH EDGETRENCH EDGESLOPE STABILIZATION SEED MIXNATIVE WILDFLOWER SEED MIXSTORMWATER SEED MIXECONOMY PRAIRIE SEED MIXCOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE CONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKLANDSCAPE DETAILSL1.3INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 11300453SOISTATE OFORPFESNEERNLAENGI ANAINID ER DAHC IIG SNo.TEREDACNIK.ND 83 LF OF 8" PVC @ -1.04%PROPOSED 50' DRAINAGE& UTILITY EASEMENT ST-202ST-203ST-101ST-102ST-103ST-204ST-200ST-201ST-106ST-CO 1ST-CO 2ST-CO 4ST-CO 3ST-CO 5ST-300ST-301SAN CO 1RIM. = 782.57'INV. 779.22 (N)SAN 1RIM. = 779.76'INV. 778.24 (SE)ST-SAN CO 2RIM. = 782.45'INV. 779.10 (NW)INV. 779.10 (S)ST-105ST-202AST-501ST-502ST-102AST-101AST-101BST-BMP-1102B1392999911119109765389222215171619202123CONSTRUCTION LIMITSCONSTRUCTION LIMITS18259425132727272727272727272728282828282828282828282828282828282828282828282828281412ST-10424169GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE OWNER. .5.SOUTHERN IRRIGATION WELL TO REMAIN ACTIVE INCLUDINGPUMPS, PRESSURE TANKS, BACK-FLOW PREVENTER, ANDELECTRICAL FEEDS.KEYNOTES1234567891011121314151617181920212223CONNECT TO EXISTING WATER LINE OFFSITE. PROVIDE TAP ONEXISTING WATER LINE WITH GATE VALVE. CONTRACTOR SHALLCONTACT LOCAL WATER UTILITY NOT LESS THAN 72 HOURSBEFORE START OF CONSTRUCTION OF WATER LINE. SEE SHEETSU1.3.C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.297' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.253' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2590' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2344' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2577' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2348' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2PIPE RESTRAINT - SEE DETAIL CW10 ON SHEET SU4.2 RESTRAINTSSHALL COMPLY WITH CITY OF CARMEL STANDARDS.FIRE DEPARTMENT CONNECTION - SEE DETAILS A ON SHEET SU4.1FIRE HYDRANT - SEE DETAIL CW8 ON SHEET SU4.2POST INDICATOR VALVE - SEE DETAIL A ON SHEET SU4.2GAS LINE - SEE MEP PLANS FOR SIZE AND ADDITIONALINFORMATIONGAS METER AND REGULATOR.SEE MEP PLANS FOR SIZE AND ADDITIONAL INFORMATION40' OF 6" FIRE PROTECTION LINE - SEE DETAIL CW3 ON SHEET SU4.2GATE VALVE ON 3" DOMESTIC WATER SERVICE LINE - SEE DETAIL BON SHEET SU4.2WATER LINE/SANITARY SEWER CROSSING. SEE DETAIL CS 32/SU2.341' OF 2" DOMESTIC WATER LINE4' ELECTRICAL TRANSFORMER CONCRETE PADPULL BOX - SEE ELECTRICAL PLANNEW LIFT STATION TO BE INSTALLED - SEE SHEET SU3.1552' OF FIRE PROTECTION TO FIRE DEPARTMENT CONNECTION -SEE DETAIL CW3 ON SHEET SU4.22" DOMESTIC WATER METERGATE VALVE ON 6" FIRE PROTECTION LINE - SEE DETAIL B ONSHEET SU4.2RELOCATE EXISTING FORCE MAIN AS NEEDEDRELOCATE EXISTING FIRE HYDRANT AND VALVE TO SOUTH OF THEMAINSTORM SEWER CLEANOUT - SEE DETAIL ST-4/SU2.1DOWNSPOUT LOCATION - SEE DETAIL G ON SHEET SU2.42425262728INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE UTILITY PLAN SCALE: 1"= 30'N309003060LEGENDCLEANOUTGAS LINESTORM SEWERMANHOLE / INLETWATER LINESANITARY SEWER LINESTORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.915162318281412ST-10424169SITE UTILITY PLANSU1.2NEW BUILDINGFFE = 784.50'MATCH LINE - SEE SHEET SU1.3PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/202011300453SOISTATE OFORPFESNEERNLAENGI ANAINID E R DA H C IIG SNo.TEREDACNIK.ND GENERAL NOTES1.SEE SHEET G1.0 FOR GENERAL NOTES, LEGEND ANDABBREVIATIONS.2.REFER TO SURVEY SHEET FOR BOUNDARY AND TOPOGRAPHICSURVEY INFORMATION.3.REFER TO LANDSCAPE PLANS FOR PLANTINGS.4.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE OWNER. .5.SOUTHERN IRRIGATION WELL TO REMAIN ACTIVE INCLUDINGPUMPS, PRESSURE TANKS, BACK-FLOW PREVENTER, ANDELECTRICAL FEEDS.KEYNOTES1234567891011121314151617181920212223CONNECT TO EXISTING WATER LINE OFFSITE. PROVIDE TAP ONEXISTING WATER LINE WITH GATE VALVE. CONTRACTOR SHALLCONTACT LOCAL WATER UTILITY NOT LESS THAN 72 HOURSBEFORE START OF CONSTRUCTION OF WATER LINE. SEE SHEETSU1.3.C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.297' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.253' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2590' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2344' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2577' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2348' OF C-900 6" WATER LINE - SEE DETAIL CW3 ON SHEET SU4.2PIPE RESTRAINT - SEE DETAIL CW10 ON SHEET SU4.2 RESTRAINTSSHALL COMPLY WITH CITY OF CARMEL STANDARDS.FIRE DEPARTMENT CONNECTION - SEE DETAILS A ON SHEET SU4.1FIRE HYDRANT - SEE DETAIL CW8 ON SHEET SU4.2POST INDICATOR VALVE - SEE DETAIL A ON SHEET SU4.2GAS LINE - SEE MEP PLANS FOR SIZE AND ADDITIONALINFORMATIONGAS METER AND REGULATOR.SEE MEP PLANS FOR SIZE AND ADDITIONAL INFORMATION40' OF 6" FIRE PROTECTION LINE - SEE DETAIL CW3 ON SHEET SU4.2GATE VALVE ON 3" DOMESTIC WATER SERVICE LINE - SEE DETAIL BON SHEET SU4.2WATER LINE/SANITARY SEWER CROSSING. SEE DETAIL CS 32/SU2.341' OF 2" DOMESTIC WATER LINE4' ELECTRICAL TRANSFORMER CONCRETE PADPULL BOX - SEE ELECTRICAL PLANNEW LIFT STATION TO BE INSTALLED - SEE SHEET SU3.1552' OF FIRE PROTECTION TO FIRE DEPARTMENT CONNECTION -SEE DETAIL CW3 ON SHEET SU4.22" DOMESTIC WATER METERGATE VALVE ON 6" FIRE PROTECTION LINE - SEE DETAIL B ONSHEET SU4.2RELOCATE EXISTING FORCE MAIN AS NEEDEDRELOCATE EXISTING FIRE HYDRANT AND VALVE TO SOUTH OF THEMAINSTORM SEWER CLEANOUT - SEE DETAIL ST-4/SU2.1DOWNSPOUT LOCATION - SEE DETAIL G ON SHEET SU2.42425262728DEX. BUILDING EX. BUILDING 4PROPOSED 50' DRAINAGE& UTILITY EASEMENTPROPOSED 50' DRAINAGE& UTILITY EASEMENT INV @ 12" CPP W = 778.30INV @ 12" CPP E = 778.41INV @ 24" RCP W = 778.06INV @ 24" RCP E = 778.3212" CMPST-602ST-601ST-600211326INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SITE UTILITY PLAN SCALE: 1"= 40'N4012004080LEGENDCLEANOUTGAS LINESTORM SEWERMANHOLE / INLETWATER LINESANITARY SEWER LINESTORM SEWER PIPE AND STRUCTURENOTE:SEE SHEET SU2.5 FOR STORM STRUCTURETABLE.SITE ADDRESS:5459 EAST MAIN STREETCARMEL, IN 46033DEPARTMENT OF PLANNING &DEVELOPMENT ADDRESS:ONE CIVIC SQUARECARMEL, IN 46032SURVEY INFORMATIONFLOOD INFORMATION:The described real estate lies within Zone X (Unshaded) asplotted by scale on the Federal Emergency ManagementAgency, National Flood Insurance Program, FIRM FloodInsurance Rate Map for Community Number 180081, MapNumber 18057C0227G, effective November 19, 2014.SEE SURVEY SHEETS (4 TOTAL) BY DLDSDATED APRIL 18, 2016 FOR SURVEYINFORMATION.SITE UTILITY PLANSU1.3MATCH LINE - SEE SHEET SU1.2PLAN NORTH NW SE COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020 ™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-10 BYP HDPE Standard DetailAS-10 STD03/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent PendingAqua-Swirl High Density Polyethylene (HDPE)Stormwater Treatment System4 1/2" [114 mm]1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil1" [25 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.SoilPlace small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.RiserFrameCover48" [1219 mm] Min.12" [305 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill (90%Proctor Density)ConcreteConcrete8" [203 mm]Gravel BackfillGravel BackfillAAInletOutletPlan ViewInternal BafflesOctagonal Base PlatePipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Structural RailRiserGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.Swirl Inlet/OutletStructural RailInternalBafflesSTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Section A-ABackfill(Sand orCrushedStone)BeddingUndisturbed SoilGravel Backfill shall extend atleast 2 feet [610 mm] outwardfrom Swirl Concentrator and forthe full height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MH DetailBelow)* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.**Orientation may vary from 90°, 180°, orcustom angles to meet site conditions.4 1/2" [114 mm]Gravel Backfill1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading AreasConcretePaving1" [25 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer oftraffic loading from manholecover to concrete slab.Backfill (90%Proctor Density)Support and Levelmanhole frame withconcrete pad. DO NOTallow manhole frame torest upon HDPE riser.RiserFrameCoverGravel BackfillConcretePaving3" [76 mm] Typ.12" [305 mm]12" [305 mm]If traffic loading (H-20) is required or anticipated, a concretepad must be placed over the entire Stormwater TreatmentSystem per concrete design as calculated by Engineer.Sample details of concrete pad available upon request.NO SCALEST BMP-1 (AS-10)MANUFACTURER'S - DETAIL ADETENTION BASIN BOTTOM = 772.00'CLASS "A" PRECASTREINFORCED INLETINV. ELEV. 772.50'NO SCALE2'-6"3'-6"PLAN4'-6"6" Ø ORIFICETYP6"6" Ø ORIFICETYP6"3'-6"12"PIPE12" OUTFALLBOX777.10'TOP INLETFINISH GRADEBOLTED TO STRUCTUREINLET FRAME & GRATESECTIONPRECAST REINFORCEDCONCRETE INLET BOX770.50'BOTTOM ELEV.6"3'-6"2'-6"INV. ELEV. 771.00'12"NEENAH R-3455-A12" OUTFALLPIPECOMPACTED SUBGRADEBASE SET ON 6" OF#8 OR #2 STONE6"6" Ø UNDERDRAIN6" Ø UNDERDRAIN6"INV. ELEV. 771.00'6" Ø ORIFICEINV. ELEV. 771.00'6" ORIFICE PLATEOUTFALL STRUCTURE DETAIL - DETAIL FUNDERDRAIN DETAIL - DETAIL BNO SCALEEXTERNAL BAND6" MIN. #2 STONEPIPEKOR-N-SEAL OREQUAL EXPANDINGBANDBOOTRESILIENT PACKINGTO AVOID SHEARPRECAST MANHOLE BOTTOMEFFECTTYPE 1: SOIL-TIGHT USING NON-SHRINKGROUT AND CORRUGATED PIPEHDPE PIPE UNDERDRAINNON-SHRINK GROUT(SOIL-TIGHT)PIPE CONNECTION - DETAIL CINLET OR MANHOLE4.0 OZ./SYD. GEOTEXTILE#8 WASHED AGGREGATESLOPE12"1" VARIES SLOPE10" MINIMUM 6" TOPSOIL - SEE PLANNO SCALEPIPE CONNECTION TO MANHOLE - DETAIL ENO SCALE25' (SEE PLAN)TOP OF BANKELEV. = 783.00MAX. WATER SURFACE ELEVATION = 78X.XX'6" DOUBLE WALL PIPE,PERFORATED HANCOR Hi-Q,TYPE 4 PIPE OR EQUIVALENTPER SECTION 401.01 OF THECARMEL STORM WATERTECHNICAL STANDARDSNO SCALEDOWNSPOUT BOOT - DETAIL DCOORDINATE DOWNSPOUT ANDDRAIN LAYOUT WITH FOOTINGCONSTRUCTION. PROVIDE CUTOUTIN FOOTING AS SHOWN OR ASREQUIRED.SEE ARCH.& STRUC.PLANS5'FINISH FLOOR18"MIN.AA24"MAX.FOOTINGREDUCER AS REQUIREDSEE ARCH. PLANS FORDOWNSPOUT SIZEC.I. PIPE, SEEPLAN FOR INV. ATBUILDING WALLS8" NO-HUB/ SPIGOT WITH ZURNMODEL #Z-1445-A-BPIRON TEE W/ BRONZE PLUGNON-SHRINK GROUTFINISH GRADENON-SHRINK GROUTSECTIONTEE-WYEBUILDING WALLNON-SHRINK GROUT(TYPICAL)SEE ARCH. PLANS FORDOWNSPOUT SIZEPLAN VIEW"A" = DIAMETER AS SHOWNCLEANOUT WHERE INDICATEDPERIMETER DRAINON THE PLAN SHEETPERIMETER DRAINBUILDING WALLCUT AND FORM DOWNSPOUTAS REQUIRED AND AS APPROVEDTO FIT CLEANOUT HUB.TEE-WYEFOOTING BEYONDCUTOUT8" PVC8"DIVISION 33 SITE CONTRACTOR DIVISION 7 CONTRACTOR THE SITE CONTRACTOR SHALL COORDINATE THECONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THESTRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALLFITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN ORAS REQUIRED.COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENGI ANAINID E R DAHC I IG SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020UTILITY DETAILSSU2.4