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HomeMy WebLinkAbout2. 22110P BJ Wholesale Club8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864Z:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-TTL.DWG SURVEY BOOKCONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETS1------23N/APROJECT LOCATION SHOWN BYPERMIT PLANSPlan: 1" = 20' Profile: 1" = 5'Net Length: 0.12 miGross Length: 0.34 mi SCALES W 86°07'21"N 39°59'52"Longitude:Latitude:BJ'S WHOLESALE CLUBIndiana Department of TransportationStandard Specifications dated 2024 tobe used with these plans.INDIANA DEPARTMENT OF TRANSPORTATIONDATEDATEPHONE NUMBERFOR LETTING:APPROVEDCERTIFIED BY:PREPARED BY:PLANSA & F ENGINEERING CO., LLCBegin ProjectP.O.T. 10+26.90 "PR-A1"End ProjectP.O.T. 28+10.46 "PR-A1"Intersection improvement at the intersection of 146th Street AND Lowes Way from intersection to approximately1500 ft south of 146th Street inSection 19, T-18-N, R-4-E,in Clay Township, Hamilton County, State of Indiana.LOWES WAYXX/XX/202338326937 SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:N/A8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/AXXXXXX2----23N/AZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-TTL.DWG BJ'S WHOLESALE CLUBINDEX AND GENERAL NOTESUTILITYOWNERADDRESSUTILITIESSHEET NO.DATEREVISEDREVISIONSSHEET NO.DATEREVISEDR/W INDEXSHEET NO.SHEET NO.DESIGNATIONDESIGNATIONGENERAL NOTES******** All Earth Shoulders, median areas, and cut and fill slopes shall be plain or mulched seeded except where sodding is specified. Clearing and removal of woody vegetation will be kept to a minimum between construction limits and right-of-way. Tack Coat shall be placed on new and existing bituminous before a new lift of bituminous is added. Represents General Notes required.INDEXSHEET NO.SHEET DESIGNATION1TitleIndex and General NotesTypical SectionsTraffic Maintenance DetailsPlan and ProfileSpot Elevation DetailsErosion Control DetailsPavement MarkingsVERIFICATION NOTEContractor shall verify all dimensions and clearances and all existing filed conditionsbefore starting construction. Commencement of work constitutes acceptance ofconditions.Should different conditions be encountered, contact the engineer or designer beforeproceeding with work.XX/XX/2023JTRJTR523-46-89-1112-1415-18Signal21Lighting Details19-20GASCOMMUNICATIONSComcastAT&TCitizens Energy GroupSANITARYScott Evans5330 East 65th StreetIndianapolis, IN 46220Ph: 317-752-6569email: sevans@telecomplacement.comBrad Bailey240 North Meridian StreetIndianapolis, IN 46204Ph: 317-610-5422email: bb3525@att.comRichard A. Miller Jr.2150 Dr. Martin Luther King Jr.Indianapolis, IN 46202Ph: 317-927-4684email: rmiller@citizensenergygroup.comCitizens Energy GroupDavid A. Clark, P.E.2150 Dr. Martin Luther King Jr.Indianapolis, IN 46202Ph: 317-429-3993email: dclark@citizensenergygroup.comWATERCitizens Energy GroupDavid A. Clark, P.E.2150 Dr. Martin Luther King Jr.Indianapolis, IN 46202Ph: 317-429-3993email: dclark@citizensenergygroup.comDuke EnergyBrynn Streeter100 S Mill Creek RoadNoblesville, IN 46062Ph: 317-703-0681email: brynn.streeter@duke-energy.comENERGYCenterpoint EnergyJon Eastham1800 W 26th StreetMuncie, IN 47302Ph: 765-287-2119email:publicproject@centerpointenergy.comAll work in the right of way must be performed by an INDOT prequalified contractor**All lane closures on 146th Street or Greyhound Pass/Lowes Way must be approved in writing by the Hamilton County HighwayDepartment prior to work commencing. Request for the lane closure must be submitted to the county a minimum of two weeks priorto the lane closure.**All lane closures on 146th Street or Greyhound Pass/Lowes Way can only be on weekdays between the hours of 9am and 3pm.**146th Street Standard Details22Lowes Way Standard Details23 App. P.L.App. P.L.App. P.L. Ap p . P . L . App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App.Exist.R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WR/W Crown11+0010+00 12+00 14+00 13+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00Lowes WayLowes Way10.0500'500'500'500'GCAH10.0YYY10.0500'500'500'CAH10.010.010.09+008+00 End Taper12+78.3724.07' Rt.Begin Taper9+10.571.35' Lt.Lowes WayKeystone Pkwy RampBegin Taper14+14.8123.58' Rt.WEnd Taper16+07.0212.56' Rt.R100'-0"End Taper13+05.2635.31' Rt.Pr o p . R / WApp. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W 22+0024+0023+0025+0026+00 27+00 28+00 29+00 146th Street E Greyhound Pass15.0500'G500'500'CAH500'WWWWWY11.011.011.011.050.0 Taper500'GWY5.012.012.050' Taper+84.11 +93.40 500'500'500'CAHApp. P.L.App. P.L. App. P.L.App. P.L. App. Exist. R/WApp. Exist. R/WApp. Exist. R/W 146th Street E Greyhound Pass15.0500'500'500'CAHWWWW11.011.011.011.050.0 TaperW5.012.012.0+84.11 146th Street 500'GSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A3------23N/AZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-MOT.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR44Temporary Pavement Marking, Removable, 4 IN. (White)W LEGEND YConstruction AreaExisting Pavement MarkingTemporary Pavement Marking, Removable, 4 IN. (Yellow)Construction Sign With Flashing Warning LightBarricade Type IIIDrum (55 FT Spacing Tapered Section; 100 FT Spacing Tangent Section)A"ROAD CONSTRUCTION AHEAD" Sign, XW20-1B"ROAD CONSTRUCTION 1000 FT" Sign, XW20-1C"ROAD CONSTRUCTION 500 FT" Sign, XW20-1DReverse Curve Sign, XW1-4G"END CONSTRUCTION" Sign, XG20-2Temporary Pavement Marking, Broken, Removable, 4 IN. (White)W2HWorksite Added Penalty Sign, XW2-6MAINTENANCE OF TRAFFIC1" = 50'Phase 1 Summary Description:Shift northbound Lowes Way 2' east and shift southbound Lowes Way 2' westmaintaining traffic on the existing roadway with 10' minimum lanes. Constructcurb and islands.Shift northbound Greyhound Pass 5' to the west and the southbound left turnlane 2' to the west maintaining traffic on the existing roadway with 12'minimum lanes. Construct the curb and gutter, storm structures and pipes,and proposed pavement on Greyhound Pass.Shift eastbound 146th Street 2' south maintaining traffic on existing roadwaywith 11' minimum lanes. Construct the curb and gutter.The Contractor shall provide access to all residences and businesses within theconstruction limits at all times.The Contractor shall be responsible for removing and replacing all conflictingpavement markings.Note:1)No lane closures without prior writtenapproval by Hamilton County HighwayDepartment2)All lane closures only allowed between9am and 3pm. Contractor responsible foropening all lanes prior to 3pm every day. App.Exist.R/WApp. P.L.App. P.L.App. P.L. Ap p . P . L . App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.A p p .E x is t.R /WApp.Exist.R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WR/W Crown11+0010+0012+00 14+00 13+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00Lowes WayLowes Way12.0+500'G500'500'500'CAHWWW9+008+00 5.010.050' Taper500'G500'500'CAH500'500'G50' Taper50' Taper2.0Lowes WayKeystone Pkwy Ramp500'500'500'CAH500'500'500'CAHW500'GPr o p . R / W SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A4------23N/AZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-MOT.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR44Temporary Pavement Marking, Removable, 4 IN. (White)W LEGEND YConstruction AreaExisting Pavement MarkingTemporary Pavement Marking, Removable, 4 IN. (Yellow)Construction Sign With Flashing Warning LightBarricade Type IIIDrum (55 FT Spacing Tapered Section; 100 FT Spacing Tangent Section)A"ROAD CONSTRUCTION AHEAD" Sign, XW20-1B"ROAD CONSTRUCTION 1000 FT" Sign, XW20-1C"ROAD CONSTRUCTION 500 FT" Sign, XW20-1DReverse Curve Sign, XW1-4G"END CONSTRUCTION" Sign, XG20-2Temporary Pavement Marking, Broken, Removable, 4 IN. (White)W2HWorksite Added Penalty Sign, XW2-6MAINTENANCE OF TRAFFIC1" = 50'Phase 2 Summary Description:Shift southbound Lowes Way 2' east maintaining traffic on the existingroadway with 10' minimum lanes. Construct curb and gutter and entrancedrive.Shift northbound Lowes Way 2' west maintaining traffic on the existingroadway with 10' minimum lanes. Construct curb ramp and curb.Shift eastbound right turn lane of roundabout 5' to the north and east.Construct the curb and gutter, sidewalk, and curb ramps.The Contractor shall provide access to all residences and businesses within theconstruction limits at all times.The Contractor shall be responsible for removing and replacing all conflictingpavement markings.Note:1)No lane closures without prior writtenapproval by Hamilton County HighwayDepartment2)All lane closures only allowed between9am and 3pm. Contractor responsible foropening all lanes prior to 3pm every day. TYPICAL SECTIONSta. 10+26.90 to Sta. 12+34.28 "PR-A1"Varies(14'+/-)13Varies3'-4" at Sta. 10+70.00 to13'-10" at Sta. 12+34.2813IslandTYPICAL SECTIONSta.26+50.84 to Sta. 27+78.54 "PR-A1"Line "PR-A1"Existing %Line "PR-A1"3'-0"Existing %14'-0"+/-(Existing to Remain)54'-0"+/-(Existing to Remain)U15264:14:12% (Typ.)12'-0"KSubgrade Treatment, Type IC2'-0"2'-0"Existing Crown2'-0"2'-0"Varies(36'+/-)Varies19' at Sta. 10+09.37 to0' at Sta. 12+34.282'-7"2'-0"10'-0"Clear Zone (Typ.)Existing %Existing %Existing % LEGEND M15K22U2613 - TYPICALFull Depth HMA Pavement:220 lb/syd QC/QA-HMA, 3, 70, Surface, 12.5mm, SMA on220 lb/syd QC/QA-HMA, 3, 70, Intermediate, 12.5mm on660 lb/syd QC/QA-HMA, 3, 64, Base, 19.0mm onSubgrade Treatment, Type 1CHMA for Sidewalk consisting of:140 lb/syd HMA Surface, Type B, on220 lb/syd HMA Intermediate, Type B, on6" Compacted Aggregate No. 53, onSubgrade Treatment, Type III6 in. UnderdrainConcrete CurbCombined Concrete Curb and GutteRConcrete Center Curb, Type DSodding, Nursery/SeedSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 5'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/ADHDH5------23N/AZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-TYP.DWG TYPICAL SECTIONSXX/XX/2023JTRJTRBJ'S WHOLESALE CLUB Ap p . E x i s t . R /WApp. Exist. R/W30'-0"R5'-0"13'-10"164'-4" 75'-0" R/W Crown8'-0"50'-0" Lowes Way LEGEND 1522X26C313PCCP for Approaches, 9 in. onSubgrade Treatment, Type IIConcrete CurbCombined Concrete Curb and GutterConcrete Center Curb, Type DSodding, NurseryConcrete Curb Ramp, See Curb Ramp DetailsMKFull Depth HMA Pavement:220 lb/syd QC/QA-HMA, 3, 70, Surface, 12.5mm, SMA on220 lb/syd QC/QA-HMA, 3, 70, Intermediate, 12.5mm on660 lb/syd QC/QA-HMA, 3, 64, Base, 19.0mm onSubgrade Treatment, Type 1CHMA for Sidewalk consisting of:140 lb/syd HMA Surface, Type B, on220 lb/syd HMA Intermediate, Type B, on6" Compacted Aggregate No. 53, onSubgrade Treatment, Type IIIDPCCP for Approaches, 9 in., onDense Graded Subbase, 6 in., onGeogrid Type IB, onSubgrade Treatment Type II3'-4"1313131313R 3 0 ' - 0 " R70' - 0 "Begin ProjectSta. 10+26.90 "PR-A1"Begin Taper10+26.9013.19' Lt.End Taper11+01.8019.17' Lt.11+84.2211.16' Lt.12+34.283.56' Rt.11+0010+0012+0013+00Line "PR-A1"M12+34.3416.42' Rt.MXXStr. 10110+09.58No Change Req'dStr. 10210+54.47Furnish & Adjust Casting to GradeNeenah Type R-1878 B10G or EqualStr. 10310+99.75CapStr. 10511+43.57Remove Inlet & 7' of existing pipeStr. 10611+89.84No Change Req'dStr. 10712+34.70No Change Req'dStr. 10411+00.08Inlet Type B15Place on Existing PipeInv.= 819.0+/-TC= 822.63Str. 9911+15.3925' of 12" RCPOutlet El.= 812.10R60'-0 " 5'-0"Begin Curb10+70.004.69' Rt.R6'-5"Const. LimitsConst. LimitsControl Point #20113+39.00126.86' Lt.El.=821.09Const. Limits Str. 105a11+43.92Adjust Casting to GradeStr. 103a11+00.00Adjust Casting to GradeStr. 102a10+55.04No Change Req'dStr. 106a11+89.98Adjust Casting to GradeStr. 107a12+34.24No Change Req'dStr. 101a10+09.91No Change Req'dD6'-0" 12:1 2626Depressed Curb for Maintenace AccessSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A6------23N/APLANZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PLAN.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### App. P.L.App. Exist. R/W KKMM15151515Begin Path16+11.7024.46' Lt.16+97.4531.19' Lt.End Taper17+33.86206.66' Lt.End Curb & Gutter17+51.69306.99' Lt.17+50.75157.53' Lt.17+46.7487.39' Lt.R15 2 ' - 0 " 16'-0"100'-0" LEGEND 1522X26C313PCCP for Approaches, 9 in. onSubgrade Treatment, Type IIConcrete CurbCombined Concrete Curb and GutterConcrete Center Curb, Type DSodding, NurseryConcrete Curb Ramp, See Curb Ramp DetailsMKFull Depth HMA Pavement:220 lb/syd QC/QA-HMA, 3, 70, Surface, 12.5mm, SMA on220 lb/syd QC/QA-HMA, 3, 70, Intermediate, 12.5mm on660 lb/syd QC/QA-HMA, 3, 64, Base, 19.0mm onSubgrade Treatment, Type 1CHMA for Sidewalk consisting of:140 lb/syd HMA Surface, Type B, on220 lb/syd HMA Intermediate, Type B, on6" Compacted Aggregate No. 53, onSubgrade Treatment, Type IIIDPCCP for Approaches, 9 in., onDense Graded Subbase, 6 in., onGeogrid Type IB, onSubgrade Treatment Type II15+0016+0017+0018+0032'-3"2'- 0 " Lowes Way Line "PR-A1"Str. 10816+47.33CapStr. 109a17+33.17No Change Req'dXX262615M1510'-0"Control Point #53 Cut X17+24.6477.94' Lt.El.=822.52Control Point Marker X17+15.59127.02' Lt.El.=822.521 0 ' - 0 " 16'-0" 21 ' - 0 " 22 ' - 1 1 "XXX22261326M15R591'-1" R4 9 ' - 3 "End Curb15+91.358.72' Rt.End Curb15+90.464.68' Rt.15+52.6222.57' Lt.15+26.6222.55' Lt.Begin Curb15+28.653.41' Rt.Begin Curb15+28.6613.15' Rt.Begin Curb16+59.051.02' Lt.Begin Curb16+57.2911.74' Rt.End Curb16+69.4716.38' Rt.End Curb16+72.233.43' Lt.Begin Curb16+38.3543.88' Rt.End Curb16+63.1251.86' Rt.131315+30.7261.92' Rt.15+48.7260.75' Rt.Const. LimitsConst. LimitsConst. Limits Const. Limits Const. Limits Const. LimitsStr. 108a16+45.70No Change Req'dRemove Curb RampRemove Curb RampBegin Curb & Gutter16+12.9613.32' Lt.End Path17+38.82306.68' Lt.9'-9"Str. 10917+10.83Inlet Type B15Place on Existing PipeInv.= 818.23+/-TC=823.52R20 0 ' - 0 "R100' -0 "Begin Curb & Gutter16+93.2528.55' Lt.End Curb & Gutter17+51.96206.74' Lt.Str. 108a16+47.04Inlet Type B15Place on Existing PipeInv.= 819.64+/-TC=823.20Prop. R/W262616+96.35118.12' Lt.16+57.5361.55' Lt.17+03.5462.13' Lt.17+23.5278.15' Lt.App. Exist. R/W17+38.46118.17' Lt.SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A7------23N/APLANZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PLAN.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### App. P.L. App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/W LEGEND 1522X26C313PCCP for Approaches, 9 in. onSubgrade Treatment, Type IIConcrete CurbCombined Concrete Curb and GutterConcrete Center Curb, Type DSodding, NurseryConcrete Curb Ramp, See Curb Ramp DetailsMKFull Depth HMA Pavement:220 lb/syd QC/QA-HMA, 3, 70, Surface, 12.5mm, SMA on220 lb/syd QC/QA-HMA, 3, 70, Intermediate, 12.5mm on660 lb/syd QC/QA-HMA, 3, 64, Base, 19.0mm onSubgrade Treatment, Type 1CHMA for Sidewalk consisting of:140 lb/syd HMA Surface, Type B, on220 lb/syd HMA Intermediate, Type B, on6" Compacted Aggregate No. 53, onSubgrade Treatment, Type IIIDPCCP for Approaches, 9 in., onDense Graded Subbase, 6 in., onGeogrid Type IB, onSubgrade Treatment Type II25+0026+0027+0028+0015KKBegin Curb26+50.8493.97' Rt.End Curb27+78.5475.43' Rt.R5'-0"R25' - 0 "12'-0"Str. 11327+19.63Inlet B15 & 12' of 12" PipeInv.= 825.90TC= 829.73Str. 11127+02.26Inlet B15 & 9' of 12" PipeAttach to Existing PipeInv.= 825.23+/-TC= 829.84X146th StreetLowes Way E Greyhound Pass End ProjectSta. 28+10.46 "PR-A1"Line "PR-A1"Str. 11027+02.68RemoveStr. 11227+19.32Remove Inlet & 14' of Existing PipeConst. Limits Const. Limits Control Point Rebar w/ Cap Set26+94.4260.73' Rt.El.=830.67Control Point Mag Nail Found 100-21-02825+50.30141.16' Rt.El.=830.27Control Point Marker X25+40.0695.87' Rt.El.=829.072626SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A8------23N/APLANZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PLAN.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### App.Exist.R/WApp. Exist. R/WR/W CrownLowes Way9+0010+00 11+00 12+00 13+00 14+00 15+004546Sta. 11+47.76 "PR-A1"{R1-1} (30 x 30) Sign46+79.48 8'-0"5'-0"484747+71.00 12'-0"18'-5"12'-8"12'-0"Sta. 11+55.04 "PR-A1"R6-2RR (18 x 24) SignNote: All existing pavementmarkings that conflict with newpavement markings shall be grindedout by contactor.Sta. 15+55.30 "PR-A1"{W11-2} (30 x 30) SignSta. 15+21.90 "PR-A1"{W11-2} (30 x 30) Sign464748 LEGEND 44505152Line, Thermoplastic, Dotted, White, 8 IN. (2 FT. Line with 4 FT. Gap)Line, Thermoplastic, Solid, White, 4 IN.Line, Thermoplastic, Solid, Yellow, 4 IN.Line, Thermoplastic, Broken, White, 4 IN. (10 FT. Line with 30 FT. Gap)Line, Thermoplastic, Solid, White, 8 IN.Transverse Markings, Thermoplastic, Crosshatch Line, White, 12 IN.Line, Thermoplastic, Solid, Yellow, 8 IN.Transverse Marking, Thermoplastic, Crosswalk, White, 24 IN. (with 2 FT. Spacing)Pavement Message Marking, Thermoplastic, Lane Indication ArrowPavement Message Marking, Thermoplastic, (ONLY)45Transverse Marking, Thermoplastic, Stop Line, 24"Line, Thermoplastic, Broken, White, 4 IN. (2 FT. Line with 6 FT. Gap)4953Transverse Markings, Thermoplastic, Crosshatch Line, Yellow, 12 IN.Yield Line Triangle, Thermoplastic (See Detail This Sheet)Sheet SignSnowplowable Raised Pavement Marker, Yellow, One-WaySURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A9------23N/APAVEMENT MARKINGSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PM.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR App. P.L.App. P.L.App. P.L. Ap p . P . L . App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/W15+0016+00 17+00 18+00 19+00 20+0046Sta. 16+99.47 "PR-A1"{W11-2} (30 x 30) SignSta. 16+61.35 "PR-A1"{R1-2} (36 x 36 x 36) Sign4646+34.63+34.70 +74.33 +08.62 +37.42 10'-0"10'-0"+82.63 +98.61 +43.10 +83.6846 484712'-0"23'-2"Sta. 17+26.35 "PR-A1"R3-8 (42 x 36) Sign+62.56 ONLYNote: All existing pavementmarkings that conflict with newpavement markings shall be grindedout by contactor.Sta. 15+55.30 "PR-A1"{W11-2} (30 x 30) SignSta. 15+21.90 "PR-A1"{W11-2} (30 x 30) Sign464748 LEGEND 44505152Line, Thermoplastic, Dotted, White, 8 IN. (2 FT. Line with 4 FT. Gap)Line, Thermoplastic, Solid, White, 4 IN.Line, Thermoplastic, Solid, Yellow, 4 IN.Line, Thermoplastic, Broken, White, 4 IN. (10 FT. Line with 30 FT. Gap)Line, Thermoplastic, Solid, White, 8 IN.Transverse Markings, Thermoplastic, Crosshatch Line, White, 12 IN.Line, Thermoplastic, Solid, Yellow, 8 IN.Transverse Marking, Thermoplastic, Crosswalk, White, 24 IN. (with 2 FT. Spacing)Pavement Message Marking, Thermoplastic, Lane Indication ArrowPavement Message Marking, Thermoplastic, (ONLY)45Transverse Marking, Thermoplastic, Stop Line, 24"Line, Thermoplastic, Broken, White, 4 IN. (2 FT. Line with 6 FT. Gap)4953Transverse Markings, Thermoplastic, Crosshatch Line, Yellow, 12 IN.Yield Line Triangle, Thermoplastic (See Detail This Sheet)Sheet SignSnowplowable Raised Pavement Marker, Yellow, One-WaySURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A10------23N/APAVEMENT MARKINGSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PM.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR App. P.L.App. P.L.+20.00 +00.0026+0027+0028+0029+00+72.54 146th StreetE Greyhound Pass 484846Sta. 27+89.14 "PR-A1"{R1-2} (36 x 36 x 36) Sign+80.00 +78.78+70.80 End Taper27+93.4035.26' Rt.+93.40 +43.00+87.00 +87.00 464714'-0"Begin Taper26+87.0039.65' Rt.17'-8"Sta. 27+75.15 "PR-A1"{R1-2} (36 x 36 x 36) SignNote: All existing pavementmarkings that conflict with newpavement markings shall be grindedout by contactor.App. P.L. App. P.L. App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W+20.00+88.0023+0024+0025+0026+00146th StreetLowes Way 464748 LEGEND 44505152Line, Thermoplastic, Dotted, White, 8 IN. (2 FT. Line with 4 FT. Gap)Line, Thermoplastic, Solid, White, 4 IN.Line, Thermoplastic, Solid, Yellow, 4 IN.Line, Thermoplastic, Broken, White, 4 IN. (10 FT. Line with 30 FT. Gap)Line, Thermoplastic, Solid, White, 8 IN.Transverse Markings, Thermoplastic, Crosshatch Line, White, 12 IN.Line, Thermoplastic, Solid, Yellow, 8 IN.Transverse Marking, Thermoplastic, Crosswalk, White, 24 IN. (with 2 FT. Spacing)Pavement Message Marking, Thermoplastic, Lane Indication ArrowPavement Message Marking, Thermoplastic, (ONLY)45Transverse Marking, Thermoplastic, Stop Line, 24"Line, Thermoplastic, Broken, White, 4 IN. (2 FT. Line with 6 FT. Gap)4953Transverse Markings, Thermoplastic, Crosshatch Line, Yellow, 12 IN.Yield Line Triangle, Thermoplastic (See Detail This Sheet)Sheet SignSnowplowable Raised Pavement Marker, Yellow, One-WaySURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A11------23N/APAVEMENT MARKINGSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-PM.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR8'-0" Ap p . E x i s t . R /WApp. Exist. R/W R/W Crown Lowes Way CICICICICICICISFSFCISURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A12------23N/AEROSION CONTROLZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-EC.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR LEGEND SFTemporary Silt FenceCPTemporary Erosion & Sediment Control, Culvert Pipe ProtectionTemporary Check Dam, Revetment RiprapCITemporary Erosion & Sediment Control, Curb Inlet Protection App. P.L.App. Exist. R/W CICISFCISURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A13------23N/AEROSION CONTROLZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-EC.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR LEGEND SFTemporary Silt FenceCPTemporary Erosion & Sediment Control, Culvert Pipe ProtectionTemporary Check Dam, Revetment RiprapCITemporary Erosion & Sediment Control, Curb Inlet Protection App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/WCICICICISFSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A14------23N/AEROSION CONTROLZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-EC.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGAJTRJTR LEGEND SFTemporary Silt FenceCPTemporary Erosion & Sediment Control, Culvert Pipe ProtectionTemporary Check Dam, Revetment RiprapCITemporary Erosion & Sediment Control, Curb Inlet Protection 10+09.371.49' Rt.EL.= 822.55 BC10+26.8813.90' Lt.EL.= 823.00 ME11+84.2211.16' Lt.EL.= 823.15 ME12+34.283.06' Rt.EL.= 823.65 ME BC12+34.3416.92' Rt.EL.= 823.88 ME BC11+79.3219.16' Lt.EL.= 823.2711+88.6839.15' Lt.EL.= 822.97 BC/TC11+90.5847.15' Lt.EL.= 822.854.4% 1.5% 1.5% 1.5%12+20.5474.73' Lt.EL.= 820.6711+61.5186.51' Lt.EL.= 822.51 BC823.01 TC1.5 %11+01.9411.25' Lt.EL.= 822.81 ME11+01.8019.67' Lt.EL.= 822.63 BC823.13 TC11+46.2639.16' Lt.EL.= 822.81 BC/TC11+52.2947.16' Lt.EL.= 822.71 BC/TC0.7%11+99.1839.15' Lt.EL.= 823.0311+99.2047.15' Lt.EL.= 822.910.7%1.0%1.5%11+99.1422.62' Lt.EL.= 823.96 ME11+89.1422.65' Lt.EL.= 823.89 ME0.5%5.6%11+39.3147.16' Lt.EL.= 822.6811+30.7039.16' Lt.EL.= 822.830. 8 %0.1%1.0%11+01.7629.67' Lt.EL.= 822.9811+30.5227.20' Lt.EL.= 823.43 TC822.93 BC3 . 1% 7 . 5%11+25.6535.93' Lt.EL.= 823.281.5%8'-0"16'-6"8'-1"10'-0"13'-0"10'-0"8'-0"10'-0"9'-0" ME10+26.8522.70' Lt.EL.= 822.79 ME3:13:1 3:16'-0"10+70.006.37' Rt.EL.= 823.10 ME BC10+70.003.01' Rt.EL.= 823.04 ME BC1.5%3.1%1.5%11+55.0653.16' Lt.EL.= 822.62 BC823.12 TC11+44.7753.16' Lt.EL.= 822.976'-0"1.5%4. 8 % 6.8 % 5.6%10'-3"1.5%11+56.0186.51' Lt.EL.= 822.945'-0"App. Exist. R/WR60'-0"SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 10'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A15------23N/ASPOT ELEVATIONSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-SPE.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### 15+34.6613.15' Rt.EL.= 824.26 BC824.76 TC15+44.6512.34' Rt.EL.= 824.19 BC/TC15+44.653.63' Rt.EL.= 824.06 BC/TC15+34.653.40' Rt.EL.= 824.14 BC824.64 TC15+34.6213.24' Lt.EL.= 823.85 BC/TC15+44.6313.22' Lt.EL.= 823.79 BC/TC15+26.6313.21' Lt.EL.= 823.82 ME BC824.46 ME TC15+52.6313.26' Lt.EL.= 823.78 ME BC824.35 ME TC15+44.6222.56' Lt.EL.= 823.9215+34.6222.55' Lt.EL.= 823.998'-9"9'-9"10'-0"10'-0"8'-8"8'-0"7.0%1.5%1.5%1.5% ME7.5%8'-0"1.5% ME10'-0"15+26.6222.55' Lt.EL.= 824.59 ME15+52.6222.54' Lt.EL.= 824.48 ME15+28.653.41' Rt.EL.= 824.18 ME15+28.6613.15' Rt.EL.= 824.31 ME1.2%0.8% 0.7% 0.6% 0.7% 7.6%7.0%15+45.154.14' Rt.EL.= 824.56 TC15+45.1611.83' Rt.EL.= 824.69 TC15+34.653.90' Rt.EL.= 824.14 BC15+34.6612.65' Rt.EL.= 824.26 BC15+91.358.72' Rt.EL.= 824.27 ME15+90.464.68' Rt.EL.= 824.08 ME15+44.7045.49' Rt.EL.= 823.81 BC/TC15+44.7051.14' Rt.EL.= 824.2315+44.7261.01' Rt.EL.= 824.4015+34.7261.66' Rt.EL.= 824.2515+34.6846.14' Rt.EL.= 824.00 BC/TC7.2%15+28.7047.21' Rt.EL.= 824.17 ME TC15+51.6945.70' Rt.EL.= 824.42 ME TC8.7%15+34.7051.77' Rt.EL.= 824.165'-8"10'-0"6'-0"6'-0"7.5%7.5%1.9% 0% 4.8%15+48.7050.89' Rt.EL.= 824.42 ME15+48.7260.76' Rt.EL.= 824.52 ME2.0%1.0% ME15+30.7052.02' Rt.EL.= 824.26 ME15+30.7261.92' Rt.EL.= 824.50 ME0.2%1.5%0.9%2.4% ME6.3% 2.5%9'-10"2'-0"10'-0"4'-0"1.5%App. Exist. R/W SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=5'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A16------23N/ASPOT ELEVATIONSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-SPE.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### App. P.L.0.9% 1. 0 %0.8%0.2%0.8%16+93.1428.39' Lt.EL.= 823.81 ME17+22.3971.44' Lt.EL.= 823.3917+48.00146.01' Lt.EL.= 822.7617+33.84174.48' Lt.EL.= 822.7517+35.98206.67' Lt.EL.= 822.4817+51.69306.74' Lt.EL.= 822.20 ME17+51.95206.74' Lt.EL.= 822.16 ME17+52.22146.68' Lt.Begin CurbEl.= 822.1917+46.4083.63' Lt.EL.= 822.25 ME TC/BC17+43.7873.85' Lt.EL.= 822.35 ME TC/BC1.7%17+11.4999.34' Lt.EL.= 823.44 TC/BC17+06.7990.48' Lt.EL.= 823.48 TC/BC17+34.8188.85' Lt.EL.= 823.18 TC/BC17+30.1080.00' Lt.EL.= 823.23 TC/BC0.8%0.4%1.0 %17+13.90105.93' Lt.EL.= 823.9417+04.78110.03' Lt.EL.= 823.8916+93.4288.82' Lt.EL.= 823.837.1%1.5 %17+01.76103.71' Lt.EL.= 823.2916+97.0394.87' Lt.EL.= 823.337.1%7.1%7.1%7.3 % 5.9 %10'-0"0.5%10'- 0 "10'-0"1:3 1: 3 2.0%7'-0"7'-0"16+11.7024.46' Lt.EL.= 823.09 ME16+47.6117.60' Lt.EL.= 823.39 ME16+80.1149.91' Lt.EL.= 823.3816+12.9613.32' Lt.EL.= 822.45 ME17+02.6284.68' Lt.EL.= 823.9812'- 9 " 15'- 0 "16+12.6516.06' Lt.EL.= 822.92 ME17+52.10156.95' Lt.EL.= 822.19 ME17+51.81256.74' Lt.EL.= 822.18 ME17+52.02181.95' Lt.EL.= 822.17 ME17+51.88231.74' Lt.EL.= 822.16 ME17+61.88231.78' Lt.EL.= 822.1517+61.95206.78' Lt.EL.= 822.1517+71.90206.84' Lt.EL.= 822.1317+71.94231.81' Lt.EL.= 822.1517+62.06182.03' Lt.EL.= 822.1617+72.01182.09' Lt.EL.= 822.150.3%16+89.8461.96' Lt.EL.= 823.4117+23.38208.07' Lt.EL.= 823.1717+38.82306.68' Lt.EL.= 822.891.5 % 1.5 % 1.5 % App. Exist. R/W Prop. R/W17+16.7763.17' Lt.EL.= 823.4717+11.1554.90' Lt.EL.= 823.5717+05.5346.63' Lt.EL.= 823.6316+99.9138.36' Lt.EL.= 823.7117+00.7176.75' Lt.EL.= 823.4416+71.1340.19' Lt.EL.= 823.3616+59.4430.68' Lt.EL.= 823.3316+46.8023.19' Lt.EL.= 823.2316+31.9717.25' Lt.EL.= 822.421.7% (Ex.)16+61.3120.60' Lt.EL.= 823.53 ME16+75.1123.61' Lt.EL.= 822.77 ME0.8%1. 4% 0.3 % 0. 1 %SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 10'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A17------23N/ASPOT ELEVATIONSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-SPE.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### 26+78.8169.01' Rt.EL.= 829.9427+75.0064.54' Rt.EL.= 830.5227+50.0065.57' Rt.EL.= 829.9227+25.0066.61' Rt.EL.= 829.7427+00.0067.64' Rt.EL.= 829.9427+77.7373.93' Rt.EL.= 830.91 ME26+52.7693.94' Rt.EL.= 830.07 ME26+70.8370.06' Rt.EL.= 829.880.8%26+71.0678.00' Rt.EL.= 830.4826+78.9577.88' Rt.EL.= 830.548'-0"4'-0"1.5%1.5%0.8%26+79.0181.88' Rt.EL.= 830.6026+71.0182.00' Rt.EL.= 830.541.0%4.0%26+71.0786.00' Rt.EL.= 830.70 ME26+79.0785.88' Rt.EL.= 830.78 ME0.8%4.5%26+84.7868.77' Rt.EL.= 830.55 ME26+65.3472.42' Rt.EL.= 830.79 ME2.0%2.0%2.0%8'-0"4'-0"7.5%1.2%SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 10'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A18------23N/ASPOT ELEVATIONSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-SPE.DWG BJ'S WHOLESALE CLUBXX/XX/2023BGABGA###### App.Exist.R/WApp. P.L.App. P.L. App. Exist. R/W App. Exist. R/W Lowes Way TCLL14+0015+0016+0017+0018+0019+00Line "PR-A1" N0°14'47.19"E L4-1c No. 4 Cu Conductor In Plastic Duct, In TrenchMetered Service Point, (120/208 Volts)LEGENDExisting Lighting HandholeLExisting Ornamental Light Pole And Luminaire17+03.00 "PR-A1"112.93' Lt.Relocated Light Pole and Luminaireon New Type I FoundationLRelocate Existing Light Poleand LuminaireExisting Lighting HandholeAdjust to Grade16+80.00 "PR-A1"71.50' Lt.New Service Point15+51.00 "PR-A1"24.00' Lt.Relocated Light Pole and Luminaireon New Type I FoundationExisting Light Pole and LuminaireNo Change Req'dRelocate Existing Light Poleand LuminaireExisting Light Pole and LuminaireNo Change Req'd.Existing Lighting CableExisting Light Poleand LuminaireExisting Lighting HandholeExisting Lighting HandholeExisting Lighting HandholeAdjust to GradeRemove Existing Lighting CableSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 30'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A19------23N/AZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-LIGHT.DWG MIKMIKJTRJTRLIGHTING DETAILSBJ'S WHOLESALE CLUB LIGHTING SERVICE POINT"P" Size CabinetPowder CoatFishers GreenGradeLighting Powerand Control AreaElectrical Powerand Control BoxService MeterGFI Receptacle"P-1" FoundationConduit to Duke Energy Connection.Verify Conduit Size and Material Prior toInstallationConduit Required For Lighting Curcuits.Size and Material of Conduit per Lighting Plan.Minimum of Four Conduit For Future Connections.To Terminal BlockCurcuit BreakerTerminal BlocksEnlarged ViewTo Receptacle2#2 & #12G2#2 & #12GTerminal BlocksCircuit BreakersStreet Lighting ControlsCircuit BreakersStreet Lighting Street Lighting Terminal Block Street Lighting 20A C/B 20A C/B 20A C/B 20A C/BSERVICEPOINTSERVICE POINT & CONTROLLER CABINET TABLEMAINBREAKERBRANCHCIRCUITCIRCUITBRANCHBREAKERCOMPUTEDAMPS1BLACKRED1003.6 AMPS3.6 AMPS30 AMPS30 AMPSSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 40'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A20------23N/ALIGHTING CABINET DETAILSZ:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-LIGHTING CABINET DETAILS.DWG BJ'S WHOLESALE CLUBMIKMIKJTRJTR 14'-0"17'-8"Note: All existing pavementmarkings that conflict with newpavement markings shall be grindedout by contactor.146th Street (45 M.P.H.)Greyhound Pass (30 M.P.H.)M6-1(R)(21X15)M4-5(24X12)M4-2(24X24)M6-1(L)(21X15)M4-5(24X12)M4-2(24X24)"E"RMA-1"E"RMA-2M3-3(24X12)M6-3(21X15)"E"RMA-3M4-2(24X24)Lowes Way (40 M.P.H.)NLANLBNANB1111222233334444SLSASRASRB1112223333444421ELWL123421234AAAAABBB"E" RMA-1CCCDCC"E"RMA-2EF"E"RMA-3DRemove Existing5-Section Head146th Street (45 M.P.H.)ALL FLASH REDØ 3Ø 1Ø 2Ø 7Ø 5 Ø 6NO PRERENTIALITYØ 4Ø 8PHASE DIAGRAM"E"2-2C/16"E"F/O"E"2-2C/16"E"F/O"E"2-2C/16"E"2C/16See Detail "A""E"2C/16"E"2C/16"E"2-2C/16"E"2C/16"E"3C/14"E"5C/14"E"2-3C/14"E"2-5C/14"E"8-2C/16"E"2-7C/14, "E"D"E"2-5C/14"E"3-7C/14, "E"D"E"2-5C/14"E"2-7C/14"E"D"E"2-5C/14"E"7C/14, "E"D"E"5C/14"E"7C/14, "E"D"E"5C/14, "E"7C/14"E"7C/14"E"2C/16"E"7C/14"E"3-5C/14"E"2-5C/14"E"5C/14"E"4-2C/16"E"5C/14"E"3C/14"E"3C/14"E"5C/14"E"2C/16"E"2C/16"E"7C/14"E"7C/14"E"5C/14"E"2-5C/14"E"7C/14"E"3-5C/14"E"7C/14"E"7C/14"E"2C/16"E"2C/16"E"3C/14"E"5C/14"E"7C/14"E"7C/14"E"5C/14"E"7C/14"E"2-5C/14"E"7C/14"E"3-5C/14"E"7C/14"E"4-5C/14"E"7C/14"E"4-5C/14"E"D"E"2-7C/14, "E"D"E"2-2C/16"E"5C/14"E"3C/14Remove ExistingOverhead Sign"E"2-2C/16"E"2-2C/16"E"2-2C/16"E"F/O"E"2-2C/16"E"2C/16"E"2C/16"E"2C/16"E"2-3C/14"E"2-5C/14"E"8-2C/16"E"2-2C/16"E"5C/14"E"3C/14"E"3C/14"E"5C/14"E"4-7C/14"E"2-D"E"3C/8"E"C"E"4-3C/14"E"4-5C/14"E"4-7C/14"E"17-2C/16"E"F/ODETAIL "A"11EAEB"E"F/O"E"2-2C/16"E"F/O"E"2-2C/1611WBWA"E"2-2C/16"E"2-2C/16SURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1"=20'_XREF8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/A21------23N/ASIGNAL MODERNIZATION146TH ST & GREYHOUND PASS/LOWES WAYHAMILTON CO., GREENFIELD DIST.Z:\2022\22110P-BJ'S WHOLESALE CLUB, PERMIT PLANS, LOWES WAY, CARMEL\DWG\22110P-TS.DWG BJ'S WHOLESALE CLUBXX/XX/2023MIKMIKJTRJTRLOOP TAGGING TABLELoop NoorChannelNBNBNBDirectionALALBLane833Phase1,2,3,41,2,3,4LoopsCCCC1,2,3,4WBNBNBLBB1881,2,3,44CC-1,2,3WBWBAB661CC1SBSBSBRALA4741,2,3,41,2,3,4CCC1,2,3,4EBSBEBLRBL54541,2,3-CC1,2,3,4EBEBEBBAB22221CCC1R10-11 Sign (24x30)ER10-15(R) Sign (30x30)FPavement Message Marking, Lane Indication ArrowExisting Pavement Message Marking, Word "ONLY"Existing Pavement Message Marking, Lane Indication ArrowR10-16 Sign (30x36)DExisting 2" PVC Conduit12" Amber Arrow LED, 12" Green Arrow LED) Signal IndicationExisting Controller and Cabinet on Controller Cabinet FoundationExisting Disconnet HangerExisting 36' Steel Strain Pole And FoundationExisting Overhead Street Name Sign, Double MountExisting Overhead Sign, Single MountExisting HandholeExisting Detector HousingNew 1-Way, 3-Section (12" Red LED, 12" Amber LED,12" Green LED) Signal IndicationExisting Radio Interconnect Antenna, YagiExisting 1-Way, 5-Section (12" Red LED, 12" Amber LED, 12" Green LED,LEGENDR3-5(R) Sign (30x36)BR10-Y5a Sign (24x30)CExisting 1-Way, 3-Section (12" Red LED, 12" Amber Arrow LED,12" Green Arrow LED) Signal IndicationR3-5(L) Sign (30x36)AExisting Pedestrian Push Button Indication and R10-4b SignExisting"E"Existing 6' Loop DetectionExisting 1-Way, 3-Section (12" Red LED, 12" Amber LED,12" Green LED) Signal IndicationRadio Interconnect Antennal CableCExisting PedestalExisting Emergency Vehicle Detector, Two DirectionsFiber Optic Signal Interconnect CableF/OD3C/14 and 3C/20 Cable 22 of 23 OLEGEND25YRSodding26TAFMReinforced Concrete Moment Slab, 12" on9" Compacted Aggregate No. 81UWUnderdrain, 6"MSE Retaining Wall13172Bridge Railing, FC16Bridge Railing, PF-1, ModifiedKK2K12" Asphalt Milling with220 lb/yd QC/QA HMA, 3, 70, Surface, 12.5 mm, SMA2M1Reinforced Concrete Moment Slab, 15" on9" Compacted Aggregate No. 8Fence, Rail, Wood, 42"Curb, Concrete (Straight)Curb and Gutter, C,Concrete, Mod.Curb and Gutter, BConcreteLFull Depth HMA Pavement, Line "LW"See General Notes SheetHMA for SidewalkSee General Notes SheetFull Depth HMA Pavement, Line "SBRP"See General Notes SheetFull Depth HMA Pavement with Moment Slab, Line "LW"See General Notes SheetHMA for Patching Type BSee General Notes SheetSeed Mixture, UCompacted Aggregate No. 537" PCCP on 7" Compacted Aggregate No. 53 onSubgrade Treatment Type IBRECOMMENDEDFOR APPROVALDESIGN ENGINEER DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALEINDIANADEPARTMENT OF TRANSPORTATIONVERTICAL SCALE16'-6"2'-8"10'-0"Clear Zone12'-0"Travel LaneVaries*2%Varies12'-0" and VariesTravel Lane12'-0" and VariesTravel Lane2%2%20:1Varies12'-0" and VariesTravel Lane2'-8"2%20:1TYPICAL SECTIONSLINE "LW"TYPICAL SECTION - LOWE'S WAYSta. 37+05 to Sta. 38+90 "LW"TYPICAL SECTION - LOWE'S WAYSta. 38+90 to Sta. 39+91 "LW"℄Line "LW-PR2"Line "LW-PR1"Line "LW-PR2"1616KK131400873232314008731/4" = 1'-0"R-37492JDMPDRNCKNCKPATH AND FILENAME:MODEL NAME:DATE PLOTTED:TIME PLOTTED:P:\2015\150045 Lowe's Way Extension Project (international feet)\PLANS\CONSTRUCTION PLANS\150045-TypicalSections.dwg150045-TypicalSections - TYP01October 30, 20173:34 PM1.5%Line "LW"Varies2:1FKVariesLine "LW"P.G. "LW-PR1"P.G. "LW-PR2"10'-0"Clear ZoneNote: Proposed work to right of centerline begins at Sta. 38+27.76 "LW"10'-0"Truck Apron2'-8"2'-8"Varies10'-0"Truck Apron2'-8"15'-0"Travel Lane2'-8"Varies1.0%2%2%2%15'-0"Travel Lane15'-0"Travel LaneVariesTYPICAL SECTION - LOWE'S WAY ROUNDABOUT℄Line "LW-PR1"Line "LW-PR2"17TAK1317TAK13Sta. 39+91 to Sta. 41+40 "LW"10'-0"Clear ZoneLine "LW"10'-0"10'-0"Clear Zone2:11.0%Varies(6:1 Max)4'-0"12'-0"Travel Lane2'-8"10'-0"Clear Zone12'-0"Travel LaneVaries*2%2%VariesShoulder5'-0"10'-0"F2'-8"10'-0"Clear ZoneVariesShoulder5'-0"10'-0"26132'-0"Varies(6:1 Max)2'-0"2'-0"4%4%2%2%2'-0"2'-0"162'-0"162'-0"162'-0"162'-0"2'-0"2'-0"1.5%1.5%F245667Varies from 12'-0" at STA 39+21 "LW" to 15'-0" at STA 39+88 "LW"56'-0" from STA 38+90 "LW" to STA 39+11 "LW"Varies from 6'-0" at STA 39+11 "LW" to 0'-0" at STA 39+47 "LW"0'-0" from STA 39+47 "LW" to STA 43+50 "LW"44'-0" from STA 38+90 "LW" to STA 39+21 "LW"Varies from 4-0" at STA 39+21 "LW" to 20'-0" at STA 39+88 "LW"20'-0" from STA 39+88 "LW" to STA 39+91 "LW"4'-0" from STA 38+90 "LW" to STA 39+21 "LW"Varies from 4-0" at STA 39+21 "LW" to 20'-0" at STA 39+88 "LW"20'-0" from STA 39+88 "LW" to STA 39+91 "LW"A18'-0" from STA 37+05 "LW" to STA 38+55 "LW"Varies from 8'-0" at STA 38+55 "LW" to 6'-0" at STA 38+85 "LW"6'-0" from STA 38+85 "LW" to STA 38+90 "LW"26Varies from 12'-0" at STA 38+72 "LW" to 15'-0" at STA 39+91 "LW"3P.G. "LW-PR2"Y3:16:16:1268'-0"3:13:11.5%F6:16:12'-0"2'-0"8'-0"3:13:11.5%F6:16:12'-0"8'-0"3:13:11.5%F6:16:12'-0"2'-0"2'-0"2'-0"2'-0"PathPathPathPathPathPathP.G. "LW-PR2"Y2'-0"6:1Line "LW-PR1"P.G. "LW-PR1"* See Cross Sections10/30/2017