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HomeMy WebLinkAboutPhase 1 FINAL PLANS 07242017HAMILTON CO. C L A Y 2627 25 30 31363534 6123 19242322 29 32 5 20 U. S. 31Guilford Rd.Keystone Pkwy.City Center Dr. Main St. E 116th St. Carmel Dr. U. S. 31 Main St.Keystone Pkwy.CERTIFIED BY:DATE DESIGNED:CHECKED: DRAWN:CHECKED:PROJECT NO. 16-ENG-22 & 16-ENG-32 - MONON BOULEVARD - PHASE ICITY OF CARMEL MONON BOULEVARD - PHASE I PROJECT NO. 16-ENG-22 & 16-ENG-32 DESIGNATIONSHEET NO. HONORABLE JAMES BRAINARD, MAYOR Know what's below. before you dig.Call R APPROVED BY:DATE CITY ENGINEER Development ConsultantsTransportation & WFH LMC/RTB TEN TEN FINAL PLANSJULY 25, 2017 DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME : TITLESHT.dwgDATE/USER : 7/24/2017 9:46 AM / Tybennett BRIGHT HOUSE 3030 Roosevelt Ave. Indianapolis, IN 46218 Contact: Jason Kirkman Ph: (317) 632-9077 jason.kirkman@mybrightouse.com AT&T 204 N. Meridian St. Indianapolis, IN 46204 Contact: Jeff Rice Ph: (317) 610-5438 jr2647@att.com CARMEL STREET DEPARTMENT 3400 W. Main St. Carmel, IN 46074 Contact: James Bentley Ph: (317) 691-6725 jbentley@carmel.in.gov CARMEL UTILITIES (WATER) 3950 W. 131st St. Carmel, IN 46074 Contact: Steve Cook Ph: (317) 733-2849 scook@carmel.in.gov FIRST MILE 750 Liberty Dr. Westfield, IN 46074 Contact: Jeff Lacer Ph: (317) 569-2800 ZAYO BANDWIDTH 5200 E. 64th St. Indianapolis, IN 46220 Contact: Ken Arrendale Ph: (765) 506-0933 ken.arrendale@zayo.com VECTREN 16000 Allisonville Road PO Box 1700 Noblesville, IN 46061 Contact: Brian Harger Ph: (317) 776-5534 bharger@vectren.com CARMEL CLAY COMMUNICATIONS 31 1st Ave. NW Carmel, IN 46032 Contact: Todd Luckoski Ph: (317) 571-2590 tluckoski@carmel.in.gov DUKE ENERGY (Distribution) 100 S. Mill Creek Road Noblesville, IN 46062 Contact: Bryan Streeter Ph: (317) 703-0681 bryan.streeter@duke-energy.com LEVEL 3 1025 Eldorado Blvd. Broomfield, CO 80021 Contact: Tim Boykin Ph: (720) 888-7280 WINDSTREAM 5020 Smythe Dr. Evansville, IN 47715 Contact: Jeff Taylor Ph: (309) 838-0788 UTILITIES END CONSTRUCTIONSTA. 30+38.42 "M" BEGIN CONSTRUCTIONSTA. 19+65.58 "M" COMCAST 5330 E. 56th ST. Indianapolis, IN46220 Contact: Scott Evans Ph: (317) 752-6569 sevans@telecomplacement.com DUKE ENERGY (Transmission) 100 S. Mill Creek Road Noblesville, IN 46062 Contact: Jason Keenan Ph: (317) 838-1513 jason.keenan@duke-energy.com AT&T FIBER OPTIC JMC Engineers & Associates 110 N. Main Street Culver, IN 46511 Contact: Randy Retschlag Ph: (574) 344-8076 rretschlag@jmceainc.com Development ConsultantsTransportation & CIVIL ENGINEER:CROSSROAD ENGINEERS, P.C.3714 SHERMAN DRIVEBEECH GROVE, INDIANA 46107317-780-1555www.crossroadengineers.comCONTACT: WILLIAM HALLwhall@crossroadengineers.com STORMWATER:WILLIAMS CREEK CONSULTING619 N. PENNSYLVANIA STREETINDIANAPOLIS, INDIANA 46204317-423-0690www.williamscreek.netCONTACT: JIM RINEHARTjrinehart@williamscreek.net LANDSCAPE ARCHITECT:RUNDELL ERNSTBERGER ASSOCIATES618 MARKET STREETINDIANAPOLIS, INDIANA 46202317-263-0127www.reasite.comCONTACT: PHILLIP ARDENparden@reasite.com ELECTRICAL:THE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241317-636-3941www.tec-mep.comCONTACT: AARON BLACKFORDaaron@tec-mep.com IRRIGATION:LANDTECH DESIGN8420 ZIONSVILLE ROADINDIANAPOLIS, INDIANA 46268317-870-2619www.landtechdesign.comCONTACT: JIM DAVISjim.davis@landtechdesign.com WPO N TE E. SINTE E T RINENGEERA NDNI LONA O EF ISSI A STATE OF 19700381 RGE DE RRT PR LEGEND K Permeable Paver Pavement (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) 10'-0"1'-0" 2%2%K TYPICAL CROSS SECTION A STA. 24+91.24 to STA. 26+88.73 "M" Line "M" Varies 0'-6"21'-0" Line "P" 10'-0" 2% 2% K 0'-6" MAX. 2%MAX. 2% 2% 1'-0"26'-0"10'-0" 2%K 0'-6" MAX. 2%3% 2% 26'-0"1'-0"0'-6" MAX. 2% 2%3% 10'-0" TYPICAL CROSS SECTION B STA. 21+21.26 to 22+91.10 "M" STA. 23+88.10 to 24+01.24 "M" TYPICAL CROSS SECTION C STA. 27+61.80 to 30+16.42 "M" 0'-0" to 8'-0"Varies Grade As Shown On Profile - Line "P" 0'-0" to 8'-0"Varies18'-6"26'-0" Proposed Monon Cycle Track Phase I Limits Phase I LimitsPhase IB Limits Grade As Shown On Profile - Line "P-SB" Grade As Shown On Profile - Line "P-NB" 2%2% Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails) Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails) 2% 0'-0" to 8'-0"Varies18'-6" to 30'-6"Varies 0'-0" to 30'-6"0'-0" to 8'-0"Varies Varies Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails)Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails) Phase I Limits Phase I LimitsPhase IB Limits Line "M" VariesLine "P" Grade As Shown On Profile - Line "P" Proposed Monon Cycle Track Grade As Shown On Profile - Line "P-SB"Grade As Shown On Profile - Line "P-NB" 0' to 5'Varies2' to 7'Varies 0' to 5'Varies 2' to 7'Varies 0' to 5'Varies2' to 7'Varies Compacted Subgrade to 98% ProctorCompacted Subgrade to 98% Proctor Compacted Subgrade to 98% Proctor Compacted Subgrade to 98% Proctor 0' to 5'Varies 2' to 7'Varies 17.91' to 26'-0"Varies K1 Non-Permeable Paver Pavement (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) BB BB B B B BC1C1CC Stone Trench with Underdrain (See Construction Details Sheets) Stone Trench with Underdrain (See Construction Details Sheets) Stone Trench with Underdrain (See Construction Details Sheets)Stone Trench with Underdrain (See Construction Details Sheets) C1K C1 C C 2%2% 2% B Sidewalk/Cycle Track/Landscaping (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) C Curb, Granite, 12" (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) C1 Curb, Granite, 6" (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) 2% 1'-0"26'-0"10'-0" 2%K1 4:1 2% 26'-0"1'-0"0'-6" MAX. 2% 2%3% 10'-0" TYPICAL CROSS SECTION B1 2% 0'-0" to 8'-0"Varies24'-6" to 30'-6"Varies Soil Cells(Refer to Soil Cell Plans for Limits, Locations and Details) Phase I Limits Phase I LimitsPhase IB Limits Line "M" Varies Line "P" Grade As Shown On Profile - Line "P" Proposed Monon Cycle Track Grade As Shown On Profile - Line "P-SB"Grade As Shown On Profile - Line "P-NB" 0' to 5'Varies2' to 7'Varies Compacted Subgrade to 98% Proctor Compacted Subgrade to 98% Proctor B BB Stone Trench with Underdrain (See Construction Details Sheets) K C1 C C2% 1'-0" C2 Curb, Granite, 12", Flush (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) A Sodding or Temporary Seeding (See REA - Site Layout Details - SD3.1 to SD3.13 for Details) Phase IB Limits STA. 20+52.58 to 21+11.58 "M" 1'-0"10'-0"1'-0" 7'-0"2'-0"1'-0" K2% 2%2% Monon and Main Plaza Limits (By Others)Phase IB Limits 4:1 B Stone Trench with Underdrain (See Construction Details Sheets) Compacted Subgrade to 98% Proctor Notes:1.See Detailed Grading Sheets for Spot Elevations and Profile Sheetsfor Additional Information on Profile Grades and Location of ProfileGrades.2.Refer to REA's Landscape Architecture Plans for Pavement, Curb,Sidewalk and Landscaping Typical Sections, Dimensions, Locations,Materials, Details, Etc.3.Transition from Typical Cross Section B to Typical Cross Section Afrom Sta. 24+01.24 "M" to Sta. 24+91.24 "M".4.Refer to Detailed Grading Plans (Sheets 12-17) and Site Layout Planand Details (Sheets SD3.1-SD3.13) for Intersection Grading andDetails.--Sta. 19+65.58 "M" to 20+52.58 "M"--Sta. 22+91.10 "M" to 23+88.10 "M"--Sta. 26+88.73 "M" to 27+61.80 "M" Grade As Shown On Profile - Line "P-SB"DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: TYPSEC.dwgDATE/USER: 7/24/2017 2:46 PM / TybennettTYPICAL CROSS SECTIONS N/A N/A 2W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County CITY OF CARMEL MIDTOWN CARMEL CAPITAL PARTNERS LLC MATT AND RACHEL LLC K & P PROPERTYDEVELOPMENT LLC CYNTHIA L LEINHOS NANCY B PHILLIPS CARMEL CLAY HISTORICAL SOCIETY TERRENCE M & JANE A FLECK CL REALTY INC R AND M BURGERS LLC MONON & MAIN SUBDIVISION CARMEL LOFTS LLC OLD TOWN ASSOCIATES LLC OLD TOWN ASSOCIATES LLCBRE II LLC RAIDERSINVESTMENTSLLC MIDTOWN EASTBLOCK I LLC MIDTOWN EASTBLOCK 2 LLC CARMELREDEVELOPMENTAUTHORITY App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W 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/WApp. Exist. R/WMONON TRAIL MONON TRAIL MONON TRAIL MONON TRAIL2nd ST SW2nd AVE SW 1st ST SWW MAIN ST3rd AVE SW 1st ST NWApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PL App PL App PL App PL App PL App PL App PL20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00END PHASE I CONSTRUCTION 30+38.42 "LINE M" BEGIN PHASE I CONSTRUCTION 19+65.58 "LINE M"MBI MIDTOWN WEST LLCCITY OF CARMEL REDEVELOPMENT COMMISSION CL REALTY INC CL REALTY INC CL REALTY INC LINE M LINE M LINE M W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PLAT-1.dwgDATE/USER: 7/19/2017 2:57 PM / Tybennett1"=50' 3PLAT NO. 1 R11-2 R11-2 R11-3 R11-3 10+00 15+00 20+00 25+00 27+3611+00 12+00 13+00 14+00 16+00 17+00 18+00 19+00 21+00 22+00 23+00 24+00 26+00 27+00 10+00 15+00 20+00 25+00 30+0030+1711+00 12+00 13+00 14+00 16+00 17+00 18+00 19+00 21+00 22+00 23+00 24+00 26+00 27+00 28+00 29+00MONON TRAIL MONON TRAIL MONON TRAILMONON TRAIL 2nd AVE SW 1st ST SWW MAIN ST3rd AVE SW 1st ST NW2+543+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+00CITY CENTER DR6th ST SW4th ST SWPHASE II *INTERSECTION OF 4TH STREET SW AND MONON BLVD. TO BE CONSTRUCTED SEPTEMBER 1, 2017 TO OCTOBER 1, 2017. -INTERSECTION OPEN TO 2-WAY TRAFFIC ON OCTOBER 1, 2017. *SIDEWALK BETWEEN CYCLE TRACK AND RIGHT-OF-WAY TO BE CONSTRUCTED IN SPRING 2018. *CONSTRUCT PARKING AREA AND TRASH ENCLOSURE FROM SEPTEMBER 1, 2017 TO SEPTEMBER 18, 2017. *INTERSECTION OF 2ND STREET SW AND MONON BLVD. TO BE CONSTRUCTED BY NOVEMBER 18, 2017 PHASE IB PHASE IB PHASE IB PHASE IB MONON PLAZA PHASE I PHASE IB MONON TO MAIN PLAZA *INTERSECTION OF 1ST STREET SW AND MONON BLVD. TO BE CONSTRUCTED OCTOBER 1, 2017 TO NOVEMBER 1, 2017. -INTERSECTION OPEN TO 2-WAY TRAFFIC ON NOVEMBER 1, 2017 PHASE II MONON BLVD. NB MONON BLVD. NB MONON BLVD. SBFUTURE 5th ST SWMONON BLVD. SB 2nd ST SWPHASE I PHASE I PHASE I PHASE I Phase I -NB & SB Monon Blvd. Roadway and On-Street Parking -Sta. 19+65.58 "M" to 30+38.42 "M" -Utility Infrasture Work -All Monon and Main Plaza Work -Intersections: 4th Street SW, 2nd Street SW, 1st Street SW Phase IB -Interior Monon Trail -Sta. 19+65.58 "M" to 35+19 "M" -All Monon Plaza Work -Intersections: Main Street Phase II -All Remaining Monon Blvd. Trail Work -Sta. 2+54 "M" to 19+65.58 "M" -6th Street SW from Monon Blvd. to 3rd Ave. SW -Intersections: 5th Street SW, 6th Street SW *CONSTRUCT MONON AND MAIN PLAZA. ALL DETENTION, STORM SEWER, SOIL CELLS, AND ALL OTHER SUBSURFACE IMPROVEMENTS COMPLETED BY JUNE 1, 2018. W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PHASING PLAN.dwgDATE/USER: 7/24/2017 10:05 AM / Tybennett1"=100' 4MAINTENANCE OF TRAFFIC AND PHASING PLAN DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\ROUTE SURVEYFILENAME: LCRS_MONON BLVD..dwgDATE/USER: 7/19/2017 3:10 PM / TybennettMAY 5, 2017 Development ConsultantsTransportation & May 5, 2017 Development ConsultantsTransportation & “”“” “” “” “”“” “”“”“”“” “” “” ” “” ”“” “” “” “” 16+00 17+00 18+00 16+00 17+00 18+00 PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL SOUTH CONSTRUCTIONCOMPANY INC App. Exist. R/W App. Exist. R/WApp PLApp PLSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County LINE 'M' LINE 'P' N19°0 6 ' 5 9 " E N0°53'01"W N20°53'0 1 " W N0°53'01"W CURVE DATA P.I. = 15+81.41 "LINE P" Delta = 20°00'00" Rt. R = 83.50 ft T = 14.72 ft L = 29.15 ft E = 1.29 ft P.C. = 15+66.69 P.T. = 15+95.84 CURVE DATA P.I. = 16+24.93 "LINE P" Delta = 10°26'34" Rt. R = 86.50 ft T = 7.90 ft L = 15.77 ft E = 0.36 ft P.C. = 16+17.03P.T. = 16+32.79 CURVE DATA P.I. = 16+40.02 "LINE P" Delta = 9°33'26" Rt. R = 86.50 ft T = 7.23 ft L = 14.43 ft E = 0.30 ft P.C. = 16+32.79 P.T. = 16+47.22 CURVE DATA P.I. = 17+39.73 "LINE P" Delta = 9°56'30" Rt. R = 86.50 ft T = 7.52 ft L = 15.01 ft E = 0.33 ft P.C. = 17+32.21 P.T. = 17+47.22 CURVE DATA P.I. = 17+54.83 "LINE P" Delta = 10°03'30" Rt. R = 86.50 ft T = 7.61 ft L = 15.19 ft E = 0.33 ft P.C. = 17+47.22 P.T. = 17+62.40 CURVE DATA P.I. = 17+98.32 "LINE P" Delta = 20°00'00" Rt. R = 83.50 ft T = 14.72 ft L = 29.15 ft E = 1.29 ft P.C. = 17+83.60 P.T. = 18+12.74 P.I. = 15+81.41 "LINE P" P.I. = 16+24.93 "LINE P" P.I. = 16+40.02 "LINE P"P.I. = 17+39.73 "LINE P" P.I. = 17+54.83 "LINE P" P.I. = 17+98.32 "LINE P" 70' PROP. R/W 70' PROP. R/W 70' PROP. R/W 70' PROP. R/W 70' PROP. R/W70' PROP. R/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB N0°53'01"W16+0017+0018+00CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A" N = 722429.0580 E = 8316.22512ND AVE. SW2ND ST. SW MONONC.P. 228 (1) (2) (3)(4) (1) SW COR. MONON INFO. SIGN AT BASE, 39.14' (2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09' (3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25' (4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10' 1"=10' 7CONSTRUCTION DETAILS LINE 'M'MATCH LINE 18+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval. All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. Salvage existing castings to the Carmel Street Department. Refer to Construction Details, Sheet 11, for Proposed Legend. S 20+0019+00 21+00 20+0019+00 21+00 MIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W App. Exist. R/W App PL4th ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W 70' PROP. R/W 70' PROP. R/W 70' PROP. R/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB N0°53'01"W BEGIN PHASE 1 CONSTRUCTION 19+65.58 "LINE M"19+0020+0021+00PHASE II SEE PRJ. NO. 16-ENG-101 PLANS4th ST SWSEE PRJ. NO. 16-ENG-31 PLANS EX. MONON TRUNK LINE PHASE IB SOIL CELLS (SEE REA PLANSSHEETS SD5.1-SD5.8 FOR DETAILS) LINE M LINE P PHASE IB Str. SS-1, +61 "LINE M"Sanitary Manhole Type "I" with55' of 8" Pipe Str. SS-2, +04 "LINE M"Existing Sanitary Manhole.Adjust Casting to Grade REMOVE PIPE Exist. 37.5' R/WREMOVE MIDTOWN CARMEL CAPITAL PARTNERS LLCMBI MIDTOWN WEST LLC 70' PROP. R/W ONLY REMOVE PORTION OF CONCRETE/SCALES/RAMPS/ETC. WITHIN PROPOSED ROW REMOVE EXISTING POSTFENCE TO THE NEARESTLIMITS OF PHASE I WORK PHASE IB REMOVE REMOVE Exist. 37.5' R/WREMOVE EXISTING FENCE Str. No. 6400, +99 "M"Existing Manhole. AdjustCasting to Grade. 2 ft wide Trench Bottom of Stone=824.75 2 ft wide Trench Bottom of Stone=822.96 REMOVE EXISTING FENCE Str. No. 616, +61 "M"Manhole Type 'C-4' and28' of 18" Pipe Str. No. EX3, +84 "M"Remove Existing Inlet andReplace with Manhole Type "C-4" Str. No. 616A, +55 "M"Remove Existing Pipes asNecessary and Install InletType "E-7". Connectto Existing Pipe. Str. No. 614, +55 "M"Manhole Type 'C-4' and60' of 12" Pipe.Connect to Existing Pipe Stub. Str. No. 614A, +55 "M"Inlet Type 'E-7' with20' of 12" Pipe Str. No. 619, +53 "M"Manhole Type 'C-4' and59' of 18" Pipe.Connect to Existing Pipe Stub. Str. No. 643, +20 "M"Remove Existing Pipe as Necessaryand Install Type 'C' Manhole.Connect to Existing Pipe. Str. No. 622, +26 "M"Manhole Type 'C-4' and20' of 18" Pipe Install, Cap, and Mark 10 LFt. of 6" Sanitary Lateral 829.70 372 Lft of Temp Swale @ 0.84% CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A" N = 722429.0580 E = 8316.22512ND AVE. SW2ND ST. SW MONONC.P. 228 (1) (2) (3)(4) (1) SW COR. MONON INFO. SIGN AT BASE, 39.14' (2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09' (3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25' (4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10' 1"=10' 8CONSTRUCTION DETAILS LINE 'M'MATCH LINE 21+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval. All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. Salvage existing castings to the Carmel Street Department. Refer to Construction Details, Sheet 11, for Proposed Legend.MATCH LINE 18+50 'M' 22+00 23+00 24+00 22+00 23+00 24+00 MONON TRAIL 2nd ST SWMATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLC RAIDERSINVESTMENTSLLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MIDTOWN EASTBLOCK I LLC N19°0 6 ' 5 9 " E N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W N20°53'0 1 " W CURVE DATA P.I. = 21+81.33 "LINE P" Delta = 20°00'00" Rt. R = 73.50 ft T = 12.96 ft L = 25.66 ft E = 1.13 ft P.C. = 21+68.37 P.T. = 21+94.02 CURVE DATA P.I. = 22+22.00 "LINE P" Delta = 20°00'00" Rt. R = 86.50 ft T = 15.25 ft L = 30.19 ft E = 1.33 ft P.C. = 22+06.74 P.T. = 22+36.94 CURVE DATA P.I. = 24+03.94 "LINE P" Delta = 8°04'10" Rt. R = 86.50 ft T = 6.10 ft L = 12.18 ft E = 0.21 ft P.C. = 23+97.84 P.T. = 24+10.02 CURVE DATA P.I. = 24+19.06 "LINE P" Delta = 11°55'50" Rt. R = 86.50 ft T = 9.04 ft L = 18.01 ft E = 0.47 ft P.C. = 24+10.02 P.T. = 24+28.03 CURVE DATA P.I. = 24+53.71 "LINE P" Delta = 19°59'59" Rt. R = 73.50 ft T = 12.96 ft L = 25.66 ft E = 1.13 ft P.C. = 24+40.75 P.T. = 24+66.41 P.I. = 21+81.33 "LINE P" P.I. = 22+22.00 "LINE P" P.I. = 24+03.94 "LINE P" P.I. = 24+19.06 "LINE P" P.I. = 24+53.71 "LINE P" 70' PROP. R/W70' PROP. R/W DRIVE APPROACH +94, W=43' MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB N0°53'01"W22+0023+0024+00C.P. #228 EX. MONON TRUNK LINE EX. MONON TRUNK LINE PHASE IB LINE M LINE P LINE M LINE P 2 ft wide Trench Bottom of Stone=822.96 2 ft wide Trench Bottom of Stone=822.96 7 ft wide Trench Bottom of Stone=821.65 2 ft wide Trench Bottom of Stone=824.75 4 ft wide Trench Bottom of Stone=821.95 J REMOVE EXISTING ASPHALT PRESERVE AND PROTECTEXISTING BLOCK WALL REMOVE SIDEWALK REMOVE REMOVE REMOVE PRESERVE POSITIVE DRAINAGE FOR DOWNSPOUTS REMOVE SIDEWALK REMOVE ASPHALT REMOVE SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD8.1 FOR DETAILS) SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) REMOVE CURB& SIDEWALK JJ REMOVE BOULDERS ANDSALVAGE TO THE CARMELPARKS DEPARTMENT REMOVE FENCE TO POST NEAREST PHASE I LIMITS COORDINATE REMOVAL OF EXISTING POWER POLE WITH DUKE ENERGY J SEE NOTE #1 70' PROP. R/W PROP. R/W REMOVE STRUCTURE REMOVEPIPE REMOVE PIPE REMOVE STRUCTURE REMOVE PIPE REMOVE STRUCTURE REMOVE PIPE SEE REA PLANS FOR DRIVE APPROACH DETAILS Str. No. 621, +89 "M"Storm Cleanout, Type 'I' Str. No. EX5, +20 "M"Existing Storm Manhole Casting toRemain As Is. Mechanically Core toConnect Proposed Pipe. Str. No. 632, +93 "M"Manhole Type 'C-4' and28' of 18" Pipe Str. No. 642, +64 "M"24" Nyloplast Drain Basinwith Dome Casting and49' of 15" HDPE Str. No. 640, +59 "M"24" Nyloplast Drain Basinwith Dome Casting and105' of 12" HDPE Str. No. 626B, +89 "M"Manhole Type 'K-4' andConnect to Existing Pipe. Str. No. 626, +89 "M"Manhole Type 'J-4' and53' of 30" Pipe Str. No. 627, +00 "M"Inlet Type 'E-7' with31' of 30" Pipe Str. No. 626A, +06 "M"Inlet Type 'E-7' with25' of 12" Pipe Str. No. 644, +21 "M"Inlet Type 'E-7' with100' of 12" Pipe Str. No. 645, +71 "M"Inlet Type 'J-10' with50' of 12" Pipe 372 Lft of Temp Swale @ 0.84% REMOVE CONCRETEPARKING & DRIVE J K2 Str. No. 620, +??? "M"Storm Cleanout, Type 'I' Str. No. 624, +74 "M"18" Nyloplast Drain Basinwith Dome Casting and18' of 10" HDPE Str. No. 623, +57 "M"18" Nyloplast Drain Basinwith Dome Casting and131' of 10" HDPE J Str. No. 625, +63 "M"Storm Cleanout, Type 'I' REMOVE TREE Preserve & Protect Trees During Construction of Phase 1 1 CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A" N = 722429.0580 E = 8316.22512ND AVE. SW2ND ST. SW MONONC.P. 228 (1) (2) (3)(4) (1) SW COR. MONON INFO. SIGN AT BASE, 39.14' (2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09' (3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25' (4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10' 1"=10' 9 MATCH LINE 24+50 'M'CONSTRUCTION DETAILS LINE 'M'MATCH LINE 21+50 'M'NOTE: 1. Contractor to construct Bub's Cafe on-street parking area as Design-Build Construction during Phase I Construction. Refer to REA Plan Sheet 3D3.5 and technical specifications for layout and details. NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval. All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. Salvage existing castings to the Carmel Street Department. Refer to Construction Details, Sheet 11, for Proposed Legend. 25+00 27+3626+00 27+00 25+00 26+00 27+00 1st ST SWCARMEL CLAY HISTORICAL SOCIETY App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC MATT AND RACHEL LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N0°53'01"W N0°53'01"W N7°13'41"E CURVE DATA P.I. = 26+20.60 "LINE P" Delta = 8°06'42" Rt. R = 125.50 ft T = 8.90 ft L = 17.77 ft E = 0.32 ft P.C. = 26+11.70 P.T. = 26+29.47 CURVE DATA P.I. = 26+87.90 "LINE P" Delta = 8°06'42" Rt. R = 86.50 ft T = 6.13 ft L = 12.25 ft E = 0.22 ft P.C. = 26+81.77 P.T. = 26+94.01 P.I. = 26+20.60 "LINE P" P.I. = 26+87.90 "LINE P" MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB N0°53'01"W25+0026+0027+00EX. MONON TRUNK LINE EX. MONON TRUNK LINE PHASE IB LINE P LINE M LINE M LINE P 4 ft wide Trench Bottom of Stone=821.95 7 ft wide Trench Bottom of Stone=821.65 4 ft wide Trench Bottom of Stone=821.95 7 ft wide Trench Bottom of Stone=821.65 SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) SOIL CELLS (SEE REA PLANSSHEETS SD5.1-SD5.8 FOR DETAILS) SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS)SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) SOIL CELLS (SEE REA PLANS SHEETS SD5.1-SD5.8 FOR DETAILS) J J J J J J J J JJ J J REMOVE CURB& SIDEWALK REMOVE CURB& SIDEWALK REMOVE CURB& SIDEWALK PRESERVE AND PROTECT EXISTING LIGHT POLE REMOVE REMOVE CURB AND ASPHALT IN PHASE I REMOVE J J REMOVE SIDEWALK REMOVE EXISTING DUMPSTER PAD COORDINATE REMOVAL OF EXISTING POWER POLE WITH DUKE ENERGY J FENCE TO BE REMOVED IN PHASE IB CONTRACT REMOVE ALL CONCRETE AND BRICKS ON PHASE I ALL CONCRETE, BRICKS, SIGNS, FIXTURES/FURNISHING TO REMAIN. TO BE SALVAGED TO CARMEL PARKS DEPARTMENT IN PHASE IB CONTRACT. REMOVE REMOVE AND SALVAGE BENCHES,BIKE RACKS, AND TRASH RECEPTACLETO CARMEL PARKS DEPARTMENT COORDINATE WITH HISTORIC SOCIETY FOR SALVAGING OF BENCH AND LAMP POST PROP. R/WPROP. R/W REMOVE PIPE Str. No. 628, +96 "M"Manhole Type 'C-4' and95' of 24" Pipe Str. No. 630, +08 "M"18" Nyloplast Drain Basinwith Dome Casting and119' of 6" HDPE Str. No. 631, +62 "M"Storm Cleanout, Type 'I' with154' of 6" Pipe Str. No. 634, +71 "M"Storm Cleanout, Type 'I' with120' of 6" Pipe Str. No. 633, +51 "M"Storm Cleanout, Type 'I' with158' of 6" Pipe CONTRACTOR TO DEMOLISH LEAN-TO PORTION OF THE STRUCTURE. COORDINATE WITH PROPERTY OWNER AND CITY OF CARMEL PRIOR TO DEMOLITION. REMOVE EXISTINGSTEPS REMOVE EXISTINGSTEPS K2C C K2C C K2 C Preserve and Protect Trees DuringConstruction of Phase I. Preserve and Protect Ex. Tree T.B.M. #404 Preserve and Protect Ex. Tree Preserve andProtect Ex. Tree 1 1 2 CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A" N = 722429.0580 E = 8316.22512ND AVE. SW2ND ST. SW MONONC.P. 228 (1) (2) (3)(4) (1) SW COR. MONON INFO. SIGN AT BASE, 39.14' (2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09' (3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25' (4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10' 1"=10' 10MATCH LINE 24+50 'M'CONSTRUCTION DETAILS LINE 'M'MATCH LINE 27+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval. All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. Salvage existing castings to the Carmel Street Department. Refer to Construction Details, Sheet 11, for Proposed Legend. MATCH LINE 2 (SEE SHEET 11) MATCH LINE 1 (SEE SHEET 11) 30+00 30+1728+00 29+00 MAIN ST12156 MERIDIANASSOCIATES LLC 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N0°53'01"W MONON BOULEVARD SB MONON TRAIL N0°53'01"W28+0029+0030+00C.P.#100 EX. MONON TRUNK LINE PHASE IB LINE M LINE P 2 ft wide Trench Bottom of Stone=823.36 EXISTING WALL TO REMAIN EXISTING STATUE TO BE REMOVED BY STREET DEPARTMENT WHEN SECURITY CAMERAS ARE REMOVED EXISTING MONON TRAIL TO REMAIN IN PHASE I DETENTION (BY OTHERS) PROP. R/W PROP. R/W MONON AND MAIN PLAZA BY OTHERS (SEE RATIO PLANS) STORM BY OTHERS STORM BY OTHERS STORM BY OTHERS Str. No. Structure - (342), +95 "M"Remove Existing Inlet andExtend Pipe. Connect withConcrete Collar. Inv.=818.10 J J ADJUST ELECTRIC BOX TO GRADE LIGHT POLE TO BE REMOVED PHASE I AND RESET PHASE IB. COORDINATE WITH CITY OF CARMEL AND REA PLANS FOR NEW LOCATION. COORDINATE WITH STREET DEPARTMENT FOR STORAGE. COORDINATE WITH AT&T FOR REMOVAL OF FIBER OPTIC LINE MARKER SECURITY CAMERA POLE TO BE REMOVED AND RESET. COORDINATE WITH CITY OF CARMEL AND REA PLANS FOR NEW LOCATION. COORDINATE WITH STREET DEPARTMENT FOR STORAGE. 18" STORM PIPEBY OTHERS Str. No. 648, +95 "M"Manhole Type 'C-4' and21' of 18" Pipe Str. No. 639, +13 "M"Storm Cleanout, Type 'I' Str. No. 638, +55 "M"Manhole Type 'C-4' and57' of 8" Pipe Str. No. 637, +66 "M"Storm Cleanout, Type 'I' with189' of 8" Pipe K3 INSTALL TEMP. HMA APPROACH TO BE REOMOVED IN PHASE IB END PHASE 1 CONSTRUCTION 30+38.42 "M" Install Temp. Concrete Band See Detail, Sheet SD3.10 T.B.M. #403 Preserve and Protect Trees DuringConstruction of Phase I. Preserve and Protect Trees DuringAll Phases of the Project. CONTROL POINT 100 (2" MAG NAIL SET FLUSH) - O.P.O.T. 37+05.68, 3.40'(R) LINE "A" N = 723112.7245 E = 8285.5448 (1) NW COR. W. 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 1.56' (2) TOP NW COR. CONC. RET. WALL, 19.33' (3) NE COR. WOOD 6"x6" POST AT BASE, 12.14' (4) SW COR. STOP SIGN AT BASE, 3.72' C.P. 100 MONON(1)(2)(3) (4)App. Exist. R/W27+00K2C C Str. No. 635, +02 "M"Inlet Type 'E-7' with12' of 12" Pipe Str. No. 636, +10 "M"Existing Storm Inlet Casting toRemain As Is. Mechanically Coreto Connect Proposed Pipe. J 25+00CONTRACTOR TO DEMOLISH LEAN-TO PORTION OF THE STRUCTURE. COORDINATE WITH PROPERTY OWNER AND CITY OF CARMEL PRIOR TO DEMOLITION. Str. No. 629, +96 "M"Inlet Type 'E-7' with45' of 24" Pipe W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10' 1"=10' 11CONSTRUCTION DETAILS LINE 'M'MATCH LINE 27+50 'M'PROPOSED LEGEND 8 FT. Tall Chainlink Construction Fence with Screening (Screening to include graphics of project approved by City of Carmel. Screening to be attached to Existing Monon Trail Side.) Construction Limits Soil Cells Stormwater Trench Full Depth SawcutJ Curb and Gutter, Concrete, Type IIC Local Street HMA Section 112" HMA Surface, Type 'B', 9.5mm, on 2" HMA Intermediate, Type 'B', 19.0mm, on 3" HMA Base, Type 'B', 25.0mm, on 6" Compacted Agg. #53, on Subgrade Treatment, Type 1C K2 Temp. HMA Approach 112" HMA Surface, Type 'B', 9.5mm, on 3" HMA Base, Type 'B', 25.0mm, on 6" Compacted Agg. #53, on Compacted Subgrade K3 Pvmt. Msg. Mkg., Thermoplastic, "X-ING PED"2 Transverse Marking, Thermoplastic, Stop Bar, 24"1 Tree Preservation Fence (See Detail, Project Manual Appendix 'E') Building Demolition NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval. All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. Salvage existing castings to the Carmel Street Department. Refer to Construction Details, Sheet 11, for Proposed Legend. MATCH LINE 2 (SEE SHEET 10) MATCH LINE 1 (SEE SHEET 10) 20+0020+00S20+0020+00CITY OF CARMEL CARMELREDEVELOPMENTAUTHORITY MIDTOWN EASTBLOCK I LLC CARMEL REDEVELOPMENT AUTHORITY App. Exist. R/WApp. Exist. R/WApp PL App PL4th ST SW MONON BOULEVARD SBMONON TRAILMONON TRAILMONON BOULEVARD NBSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County 4th ST SW LINE PLINE MP-R/WP-R/WP-R/WGRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 12DETAIL GRADING PLAN G 22+0021+0022+0021+0022+0021+0022+00MIDTOWN EASTBLOCK I LLCApp. Exist. R/WApp PLMIDTOWN EASTBLOCK I LLCMONON BOULEVARD SBMONON BOULEVARD NBSec. 25, T18N, R3E Clay Township Hamilton County P-R/WP-R/WSec. 25, T18N, R3E Clay Township Hamilton County MONON TRAILMONON TRAILLINE PLINE MLINE MLINE PGRADE BREAK GRADE BREAK2% CITY OF CARMEL Grade toDrain SEE WCC STORMSEWER CONSTRUCTION DETAILS FOR CURB ISLAND GRADING DETAIL AND CURB TURNOUT DETAIL 2%2% 5.09% 8.18% 8.33% GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 13DETAIL GRADING PLAN 23+0024+0023+0024+0023+0024+0023+0024+00MONON TRAIL2nd ST SW MATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLC RAIDERSINVESTMENTSLLCApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App PL App PLApp PLMONON BOULEVARD SBMONON BOULEVARD SBMONON TRAILMONON BOULEVARD NBMONON BOULEVARD NBSec. 25, T18N, R3E Clay Township Hamilton CountyP-R/WApp. Exist. R/WGRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK Sec. 25, T18N, R3E Clay Township Hamilton County CITY OF CARMEL LINE MLINE PGrade toDrain 5' (TYP) SEE WCC STORMSEWER CONSTRUCTION DETAILS FOR CURB ISLAND GRADING DETAIL AND CURB TURNOUT DETAIL GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 14DETAIL GRADING PLAN 25+0025+0026+0025+0025+0025+00CARMEL CLAY HISTORICAL SOCIETY TERRENCE M & JANE A FLECKApp. Exist. R/WApp PL MATT AND RACHEL LLC MONON TRAILMONON BOULEVARD NBMONON BOULEVARD SBSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County App. Exist. R/WLINE MLINE PLINE MLINE PGRADE BREAK GRADE BREAK GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 15DETAIL GRADING PLAN 27+0026+0027+0027+3626+0027+0026+0027+001st ST SW 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WCARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC MONON BOULEVARD SBMONON TRAILMONON BOULEVARD NBSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County GRADE BREAK GRADE BREAK 1st ST SWLINE MLINE PLINE PLINE M2% RE-BUILD STEPS TO CONNECT TO EXISTING WOODEN DECK GRADE BREAK Grade toDrain GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 16DETAIL GRADING PLAN 30+0031+0030+0030+0030+17MAIN ST 12156 MERIDIANASSOCIATES LLC App. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App PL OLD TOWN ASSOCIATES LLC MONON BOULEVARD SBMONON TRAILMAIN ST LINE MLINE PPHASE 1 B GRADING LEGEND W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10' 1"=10' 17DETAIL GRADING PLAN 15+00 16+00 17+00 18+00 19+00830.47830.53830.55830.57830.60830.51830.27830.17829.95829.98829.98829.88830.20830.21830.12830.02830.14830.18830.10830.01831.42831.63831.27831.42831.57831.72831.87832.01831.85831.55831.25830.95830.65830.35830.05829.75829.46829.34829.22829.12+68 823.00 +07823.10 +25 824.75 2'6" Duke Distribution Conduit (By Others) 15+00 16+00 17+00 18+00 19+00 15+00 16+00 17+00 18+00 19+00 Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County PEDCOR INVESTMENTS 1988 III LP PEDCOR INVESTMENTS1988 III LP CITY OF CARMELSOUTH CONSTRUCTIONCOMPANY INC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/W App. Exist. R/W App PLApp PLApp PL (grass) (bldg) Cellular Tower (grass) (conc) (conc foundation) (asph) (bldg) (asph)(asph)(asph) (conc)(conc)(conc) (conc)(one-story barn)(one-story barn)(one-story barn)(grass) (stone) (stone) (stone) (grass)15+0016+0017+0018+0019+00+68.7, 36.2'Utility M.H.+18.5, 22.6'12" Dec.+60.8, 20.7'Storm M.H.+53.2, 21.3'Storm M.H.+11.6, 21.5'12" Dec.+65.4, 23.6'12" Dec.+13.5, 22.2' F/O Marker+16.1, 44.4' Tele Box+16.0, 46.3' F/O Marker+14.6, 46.6' Tele Box+14.5, 50.7' Tele Box+66.6, 77.7' Post+49.2, 86.1' Storm M.H.MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD SB LINE M LINE P LINE M LINE P STR. NO. 612 STR. NO. 607 STR. NO. 611 STR. NO. 609 STR. NO. 608 STR. NO. 610 STR. NO. 613 STR. NO. 615 LINE P-NB LINE P-SB LINE P-NB LINE P-SB Constr Limits Constr Limits Constr Limits Constr Limits All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20' 1"=5' 18 835 830 825 840 820 815 835 830 825 840 820 815 PLAN AND PROFILE LINE 'P' 810810MATCH LINE 19+50 'P' 20+00 21+00 22+00 23+00 24+00829.89829.79829.75829.70829.69829.73829.82829.91829.88829.66829.48829.61829.77829.49829.21829.03829.21829.34829.39829.12829.24829.40829.89830.00829.84829.63829.42829.17828.89828.76828.62828.49828.35828.21828.32828.59828.79828.35828.10828.00PVI STA: 19+72.43 PVI ELEV: 829.35 VCL: 0' PVI STA: 20+10.55 PVI ELEV: 830.10 VCL: 0' PVI STA: 20+49.43 PVI ELEV: 829.84 VCL: 0' PVI STA: 21+17.43 PVI ELEV: 829.28 VCL: 0' PVI STA: 21+41.37 PVI ELEV: 828.94 VCL: 0' PVI STA: 22+86.69 PVI ELEV: 828.15 VCL: 0' PVI STA: 23+10.84 PVI ELEV: 828.46 VCL: 0' PVI STA: 23+48.83 PVI ELEV: 828.81 VCL: 0' PVI STA: 23+85.84 PVI ELEV: 828.16 VCL: 0' PVI STA: 24+10.02 PVI ELEV: 828.06 VCL: 0' +0.49%+1.97%-0.67%-0.82%-1.42%-0.54%+1.28%+0.92%-1.76%-0.41% 372 LFT OF TEMP. SWALE GRADING @ 0.84% (PLOTTED 10' ABOVE DATUM) Existing Grade @ Line 'P' Proposed Grade @ Line 'P' Existing Grade @ Line 'P' +86 825.50 +87824.00 +99823.90 2'6" Duke Distribution Conduit (By Others) STR. NO. 626A INV. OUT=824.50 +50829.70 BEGIN PHASE 1 CONSTRUCTION STA. 19+72.43 "P" ELEV. = 829.35 GS 20+00 21+00 22+00 23+00 24+00 20+00 21+00 22+00 23+00 24+00 MONON TRAIL 2nd ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLC RAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL(grass) (conc) (conc) (conc)(conc) (conc) (stone) (asph) (asph) (asph) (asph) (asph) (asph)(asph) (asph) (asph) (asph) (asph) (conc) (conc) (conc) (conc)(conc)(wood deck)(stone) (grass) (stone) (asph) (asph)(one-story bldg)(one-story bldg)(three-story townhomes) (stone)(stone) (asph) (grass)(grass) (conc)20+0021+0022+0023+0024+00+63.4, 37.6'Sq. Inlet+87.5, 36.2'Sign (No Parking)+12.0, 52.2'???+13.7, 40.2'???+08.5, 17.1'F/O Marker+21.4, 20.4'Storm M.H.+31.1, 49.5'Sign+19.2, 3.6'Sign (15 MPH)+67.3, 35.7'Sign (No Parking)+29.0, 7.2'Storm M.H.+24.1, 26.6'Sq. Inlet+12.6, 76.1'Sq. Inlet+03.1, 80.2'30" Bush+94.6, 80.2'30" Bush+85.7, 79.8'30" Bush+56.0, 73.4'Rnd. Inlet+70.2, 74.6'Rnd. Inlet+30.5, 2.0'Post+31.7, 5.2'Sign+35.9, 17.2'Sign+80.9, 27.6'Sign (W11A-2)+95.7, 38.9'Water Valve+95.7, 38.3'Fire Hyd.+01.0, 38.4'Sign (Stop)+91.5, 76.6'PP w/Light e to pp+00.3, 80.8'Water Valve+58.9, 30.8' Tele Marker+72.1, 16.6' Tele Marker+92.8, 14.5' Sign (15 MPH)+30.4, 11.0' Post+30.4, 13.3' Post+30.4, 15.2' Post+30.4, 18.8' Post+27.7, 25.1' Post+25.3, 36.0' Post+24.1, 37.8' Post+22.2, 39.5' Post+20.9, 41.2' Post+19.3, 43.9' Post+17.0, 46.6' Post+15.4, 48.3' Post+13.6, 50.9' Post+34.1, 16.8' Sign+30.4, 22.5' Post+31.2, 28.6' Tele Marker+30.5, 32.8' Guy Wire+30.5, 35.4' Guy Wire+34.1, 33.2' Gas Marker+36.4, 41.3' Rnd. Inlet+30.5, 53.0' PP w/Riser w to pp+77.7, 0.1' Bollard+75.8, 8.3' Sign+77.7, 7.1' Post+80.1, 7.7' Sign (Stop)+97.4, 45.9' Post+09.1, 49.5' Rnd. Inlet+60.4, 63.5' Water Valve+73.8, 72.5' Fire Hyd.+81.3, 122.8' Water Meter+90.1, 91.5' 12" Bush+93.5, 89.7' 12" Bush+96.7, 89.9' 12" Bush+38.3, 85.2' 12" Bush+41.8, 84.6' 12" Bush+44.4, 83.8' 12" Bush+45.6, 89.1' 12" Bush+49.8, 88.3' 12" Bush+51.2, 88.1' 12" Bush+52.6, 90.1' 12" Bush+40.5, 86.9' 9" Dec.+45.3, 91.2' 9" Dec.+19.7, 22.9' 15" Dec.+40.8, 16.0' 30" Dec.+59.0, 89.8' 15" Stump+62.8, 80.3' 15" Stump+66.4, 73.2' 15" Stump+58.4, 11.4' 18" Dec.4th ST SWMONON BOULEVARD NB MONON BOULEVARD SB MATT AND RACHEL LLC (three-story townhomes) LINE M LINE P LINE M LINE P STR. SS-1 STR. SS-2 Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits BEGIN PHASE 1 CONSTRUCTION 19+72.43 "LINE P" LINE P-NB LINE P-SB LINE P-NB LINE P-SB STR. NO. 626B STR. NO. 626A All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20' 1"=5' 19 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P ' PLAN AND PROFILE LINE 'P' 810810MATCH LINE 19+50 'P' 25+00 26+00 27+00 28+00 29+00829.13829.27829.24829.31829.37829.51829.68829.71829.57829.37828.30828.49829.13829.31829.26829.14829.03828.92828.90828.88827.89827.79827.69827.82827.96828.11828.26828.41828.56828.70828.85829.07828.95828.67828.60828.52828.45828.38828.30828.23PVI STA: 27+01.44 PVI ELEV: 828.86 VCL: 0' PVI STA: 27+21.36 PVI ELEV: 829.00 VCL: 0' PVI STA: 27+33.87 PVI ELEV: 829.25 VCL: 0' PVI STA: 25+01.87 PVI ELEV: 827.68 VCL: 0' PVI STA: 27+45.83 PVI ELEV: 829.00 VCL: 0' PVI STA: 27+73.07 PVI ELEV: 828.68 VCL: 0' +0.59%+0.70%+2.00% -0.41% -2.09%-1.17%-0.30% Proposed Grade @ Line 'P'Existing Grade @ Line 'P' INV. OUT=824.50 25+00 27+3626+00 27+00 25+00 26+00 27+00 28+00 29+00 1st ST SWMATT AND RACHEL LLC CARMEL CLAY HISTORICAL SOCIETY 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp PLApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC (asph) (asph) (asph) (asph) (conc) (conc) (three-story townhomes) (stone) (wooden guardrail) (wooden guardrail) (asph) (asph) (grass) (one-story house) (wood deck) (grass) (grass) (park bench) (asph)8" water main(conc)(conc) (conc)(conc)(conc)(bldg) (grass) (grass) (grass) (grass) (grass) (conc) (conc) (asph) (asph) (one-story house) (shed) (grass) (4' wood fence) (dirt) (dirt)(conc)(conc)(conc) (park bench)8" water main25+0026+0027+0028+0029+00Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County +92.9, 57.2'Inlet+32.4, 61.6'Inlet+32.5, 83.2'Inlet+62.9, 50.8'Inlet+73.7, 91.3'36" Bush+77.3, 91.4'36" Bush+81.9, 91.4'36" Bush+84.9, 91.4'36" Bush+87.6, 91.6'36" Bush+52.0, 87.3'36" Bush+55.5, 86.4'36" Bush+58.7, 85.8'36" Bush+62.7, 85.7'36" Bush+66.6, 85.5'36" Bush+78.1, 84.1'36" Bush+81.8, 83.7'36" Bush+83.1, 83.4'36" Bush+85.0, 83.0'36" Bush+92.3, 81.3'36" Bush+93.5, 80.7'36" Bush+98.0, 80.6'36" Bush+00.7, 81.1'36" Bush+05.1, 79.1'Sign (Stop)+17.8, 80.5'Light Pole+26.4, 55.0'Water Valve+29.6, 52.0'Water Valve+31.4, 7.3'Water Valve+10.2, 0.9'Post+10.2, 4.6'Post+10.1, 7.7'Post+10.1, 10.4'Post+06.4, 12.9'15" Dec.+91.1, 21.8'12" Dec.+00.6, 25.1'Water Meter+59.0, 13.0'Sign (Handicap)+58.1, 1.8'12" Dec.+55.3, 7.6'Fire Hyd.+52.4, 8.9'Curb Stop+54.6, 11.6'Water Meter+55.4, 18.7'Irr. Valve+55.9, 20.0'Irr. Valve+54.1, 42.3'Sign (W11A-2)+62.1, 53.4'Tele Box+61.9, 58.5'Elec. Meter+61.6, 65.6'Elec. Meter+61.7, 60.5'Elec. Box+61.8, 63.5'Elec. Box+61.2, 64.5'Cleanout+61.9, 68.2'Tele Box+95.8, 22.9'Sq. Inlet+20.8, 22.6'Sq. Inlet+45.5, 22.5'Sq. Inlet+70.8, 22.8'Sq. Inlet+95.3, 22.2'Sq. Inlet+32.3, 28.5'Post+42.8, 25.2'Post+49.8, 88.3' 12" Bush+51.2, 88.1' 12" Bush+52.6, 90.1' 12" Bush+59.0, 89.8' 15" Stump+62.8, 80.3' 15" Stump+66.4, 73.2' 15" Stump+58.4, 11.4' 18" Dec.+86.6, 11.6' 15" Dec.+97.9, 65.9' 120" Bush+02.7, 57.0' 6" Dec.+00.2, 59.9' 48" Bush+09.8, 61.8' 6" Dec.+09.3, 63.6' 6" Dec.+08.9, 67.7' 6" Dec.+07.5, 85.9' 60" Bush+17.9, 84.9' 72" Bush+44.5, 20.2' 6" Con.+16.6, 111.0' 36" Bush+13.6, 110.7' 36" Bush+78.9, 21.3' 15" Dec.+22.8, 1.3' Sign+81.6, 40.5' Guy Wire+03.2, 70.8' Guy Wire+01.7, 89.3' Guy Wire+02.0, 92.4' Guy Wire+01.4, 103.4' Power Pole+71.6, 47.1' 15" Stump+85.2, 47.3' 15" Stump+80.5, 41.0' 12" Dec.+84.7, 49.3' Sign+92.3, 47.5' 15" Dec.+96.3, 40.8' PP w/Light&Riser n to pp+27.0, 64.3' 30" Dec.+10.2, 6.0' Bollard+10.1, 12.9' Post+10.3, 16.5' Post+10.3, 19.7' Post+10.3, 22.4' Post+11.3, 19.7' F/O Marker+19.6, 24.7' Gas Marker+11.3, 30.9' 6" Dec.+68.9, 23.8' 6" Dec.+65.4, 42.4' 18" Dec.+82.2, 42.3' Post+16.4, 54.3' Rnd. Inlet+19.4, 55.6' Sign (W11A-2)+15.1, 59.1' Water Meter+45.2, 110.4' Inlet+43.7, 115.4' San. M.H.+53.0, 25.7' Tele Box+38.7, 44.7' San. M.H.+33.8, 49.1' Water Valve+49.3, 43.4' Storm M.H.+57.7, 44.1' Power Pole+88.9, 20.4' PP w/RiserMONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD SB MONON BOULEVARD SB MATT AND RACHEL LLC (three-story townhomes) (three-story bldg) LINE M LINE P LINE M LINE P STR. NO. 626 STR. NO. 631 STR. NO. 634 STR. NO. 637 STR. NO. 628 STR. NO. 630 STR. NO. 629 STR. NO. 632 STR. NO. 633 Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr LimitsConstr Limits Constr Limits LINE P-NBSTR. NO. 626B LINE P-NB LINE P-SB LINE P-SB STR. NO. 626A STR. NO. 635 Constr Limits Constr Limits T.B.M. #404 All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20' 1"=5' 20 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P ' PLAN AND PROFILE LINE 'P' 810810 MATCH LINE 29+50 'P' 30+00 30+17 MONON TRAIL 1st ST NWMAIN STSec. 25, T18N, R3E Clay Township Hamilton County 12156 MERIDIANASSOCIATES LLC R AND M BURGERS LLC CARMEL LOFTS LLC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp PLApp PL (asph) (asph)(asph)(asph) (asph) (asph) (asph) (dirt) (dirt)(conc)(conc)(brick) (conc) (conc) (one-story bldg) (asph)(brick)(asph)(asph)(three-story bldg)30+0031+0032+0033+0034+00Sec. 25, T18N, R3E Clay Township Hamilton County +55.9, 22.7'Sq. Inlet+85.0, 22.8'Sq. Inlet+16.1, 23.9'Sq. Inlet+30.6, 7.9'Storm M.H.+53.5, 25.2'Post+55.8, 25.2'Post+70.2, 25.2'Post+73.3, 25.3'Post+84.1, 25.3'Post+86.5, 25.1'Post+98.1, 25.4'Post+00.6, 25.3'Post+11.7, 25.4'Post+19.3, 6.8'Elec. Box+84.7, 47.6'Light Pole+84.9, 2.9'Light Pole+93.1, 4.1'Curb Stop+93.8, 5.8'Fire Hyd.+93.8, 7.0'Water Valve+98.3, 8.6'Sq. Inlet+97.3, 20.5'San. M.H.+90.5, 17.6'Storm M.H.+93.5, 28.9'Sign+70.6, 3.4'Light Pole+10.1, 19.7'Rnd. Inlet+50.5, 4.3'Light Pole+34.1, 29.3'Water Valve+34.1, 29.3'Water Valve+60.6, 2.0'Sign (Stop)+64.3, 10.1'Cleanout+69.5, 5.4'San. M.H.+88.9, 8.3'San. M.H.+11.3, 12.3'Sq. Inlet+99.5, 26.2'Water Valve+77.3, 20.5'San. M.H.+69.4, 29.9'Water Valve+68.6, 47.2'Light Pole+99.9, 38.5'Water Valve+99.6, 40.9'Fire Hyd.+62.5, 44.0'Cleanout+06.6, 20.9' Storm M.H.+28.2, 23.4' F/O Marker+42.8, 20.9' Elec. Box+44.2, 22.9' Light Pole+38.0, 57.8' Elec. Box+41.3, 57.8' Sq. Inlet+45.6, 56.4' San. M.H.+91.7, 7.2' Bollard+91.9, 16.1' Sign+95.9, 14.3' Sign (Stop)+04.0, 18.0' Rnd. Inlet+84.6, 19.6' Light Pole+84.6, 40.9' 9" Dec.+32.6, 15.8' Sign+00.0, 21.2' 36" Dec.+63.0, 6.1' Bollard+62.7, 14.2' Post+54.8, 19.4' Sign+68.3, 20.3' Sign (Stop)+81.2, 36.4' San. M.H.MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD SB OLD TOWN ASSOCIATES LLC LINE M LINE P STR. NO. 638 STR. NO. 639 Constr Limits Constr Limits LINE P-SB END PHASE 1 CONSTRUCTION 30+49.68 "LINE P" T.B.M. #403 30+00 31+00 32+00 33+00 34+00828.81828.67828.22827.82827.88828.15828.52828.50828.38828.39828.47828.37828.24828.13827.96827.57826.39826.47828.15828.08828.00827.93PVI STA: 30+27.68 PVI ELEV: 827.92 VCL: 0' -0.48% Existing Grade @ Line 'P' END PHASE 1 CONSTRUCTION STA. 30+49.68 "P" ELEV. = 827.82 All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20' 1"=5' 21 835 830 825 840 820 815 835 830 825 840 820 815 PLAN AND PROFILE LINE 'P' 810810MATCH LINE 29+50 'P' 20+00 21+00 22+00 23+00 24+00827.44827.96828.31828.65828.70828.59828.40828.45828.39828.21828.11828.29828.27827.88827.73828.66829.10828.45828.34828.29828.85829.35829.25829.08828.88828.68828.02827.89827.76827.64827.51827.38827.25827.54827.79827.76827.29827.18827.01+0.00%+2.00%-0.42% +1.34%+1.01%-1.88%-0.31%-0.69% -0.81%-0.73% +0.00%+0.00%-5.85%-0.51% PVI STA: 19+66.58 PVI ELEV: 828.68 VCL: 0' PVI STA: 20+03.17 PVI ELEV: 829.41 VCL: 0' PVI STA: 20+41.58 PVI ELEV: 829.15 VCL: 0' PVI STA: 23+01.10 PVI ELEV: 827.55 VCL: 0' PVI STA: 23+40.11 PVI ELEV: 827.95 VCL: 0' PVI STA: 23+77.10 PVI ELEV: 827.25 VCL: 0' PVI STA: 24+01.24 PVI ELEV: 827.18 VCL: 0' PVI STA: 24+46.24 PVI ELEV: 826.87 VCL: 0' PVI STA: 21+10.58 PVI ELEV: 828.59 VCL: 0' PVI STA: 20+34.48 PVI ELEV: 829.18 VCL: 0' PVI STA: 21+22.16 PVI ELEV: 828.03 VCL: 0' PVI STA: 21+11.58 PVI ELEV: 828.59 VCL: 0' PVI STA: 21+21.16 PVI ELEV: 828.03 VCL: 0' PVI STA: 22+77.95 PVI ELEV: 827.24 VCL: 0' BEGIN STATION STA. 19+65.58 "P-NB" ELEV. = 828.68 STR. NO. 622 INV. IN=823.46 INV. OUT=822.36 131 Lft. of 10"Ø PIPE @ 0.00% STR. NO. 623 INV. IN=823.46 INV. IN=823.46 18 Lft. of 10"Ø PIPE @ 0.00% STR. NO. 624 INV. IN=823.46 INV. IN=823.46 88 Lft. of 10"Ø PIPE @ 0.00% STR. NO. 625 INV. IN=823.46 STR. NO. 632 INV. IN=822.15 INV. IN=824.49 INV. IN=821.50 INV. IN=820.73 INV. OUT=820.73 Trench on East Side of MononElev.=822.96 Trench on East Side of MononElev.=822.96GS MONON TRAIL 2nd ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLC RAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL+56.6, 3.1'Sq. Inlet+87.5, 9.2'Sign (No Parking)+05.1, 17.7'???+06.8, 5.7'???+01.6, 17.4'F/O Marker+14.6, 14.1'Storm M.H.+24.2, 15.0'Sign+09.9, 18.7'Sign (15 MPH)+58.5, 15.2'Sign (No Parking)+20.2, 13.3'Storm M.H.+15.4, 6.1'Sq. Inlet+03.9, 55.6'Sq. Inlet+94.3, 59.7'30" Bush+85.8, 59.7'30" Bush+76.9, 59.3'30" Bush+47.3, 52.9'Rnd. Inlet+61.5, 54.1'Rnd. Inlet+21.8, 18.5'Post+23.0, 15.3'Sign+27.2, 3.3'Sign+72.2, 7.1'Sign (W11A-2)+86.9, 18.4'Water Valve+87.0, 17.8'Fire Hyd.+93.6, 17.8'Sign (Stop)+82.8, 56.1'PP w/Light e to pp+93.9, 60.2'Water Valve+52.0, 65.3' Tele Marker+66.1, 50.9' Tele Marker+84.1, 35.0' Sign (15 MPH)+21.6, 31.5' Post+21.7, 33.8' Post+21.7, 35.7' Post+21.7, 39.3' Post+18.9, 45.6' Post+16.5, 56.5' Post+15.4, 58.3' Post+13.4, 60.0' Post+12.2, 61.7' Post+10.5, 64.4' Post+08.3, 67.1' Post+06.6, 68.8' Post+04.8, 71.4' Post+25.3, 37.3' Sign+21.6, 43.0' Post+22.5, 49.1' Tele Marker+21.8, 53.3' Guy Wire+21.8, 55.9' Guy Wire+25.4, 53.7' Gas Marker+27.7, 61.8' Rnd. Inlet+21.7, 73.5' PP w/Riser w to pp+69.0, 20.6' Bollard+67.1, 28.8' Sign+69.0, 27.6' Post+71.3, 28.2' Sign (Stop)+88.6, 66.4' Post+93.9, 70.4' Rnd. Inlet+51.7, 84.0' Water Valve+65.1, 93.0' Fire Hyd.+72.5, 143.3' Water Meter+81.3, 112.0' 12" Bush+84.8, 110.2' 12" Bush+88.0, 110.4' 12" Bush+99.2, 109.3' 12" Bush+03.8, 110.3' 12" Bush+09.3, 111.3' 12" Bush+10.3, 117.2' 12" Bush+19.5, 118.7' 12" Bush+22.5, 119.1' 12" Bush+25.2, 121.8' 12" Bush+00.7, 111.6' 9" Dec.+09.0, 118.9' 9" Dec.+05.0, 45.4' 15" Dec.+25.3, 45.2' 30" Dec.+39.3, 123.5' 15" Stump+48.2, 114.6' 15" Stump+46.5, 45.4' 18" Dec.4th ST SWMONON BOULEVARD NB MONON BOULEVARD SB LINE M LINE P LINE M LINE P STR. SS-1 STR. SS-2 Constr Limits Constr Limits Constr Limits Constr Limits Construction Limits Constr Limits Constr Limits 20+0021+0022+0023+0024+00App PLBEGIN STATION 19+65.58 "P-NB" LINE P-NB LINE P-SB LINE P-NB LINE P-SB PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PNB.dwgDATE/USER: 7/20/2017 4:19 PM / Tybennett1"=20' 1"=5' 22 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P'PLAN AND PROFILE LINE 'P-NB' 810810MATCH LINE 19+50 'P' 25+00 26+00 27+00 27+50828.21828.25828.30828.41828.51828.52828.43828.34829.08828.61828.29826.84826.67826.62826.79826.96827.13827.33827.52827.72827.91828.49828.75-0.69% -2.30% +0.69%+0.78%+0.00%+4.67%+0.00%+1.30% PVI STA: 24+91.24 PVI ELEV: 826.56 VCL: 0' PVI STA: 25+73.10 PVI ELEV: 827.12 VCL: 0' PVI STA: 26+78.73 PVI ELEV: 827.94 VCL: 0' PVI STA: 26+79.73 PVI ELEV: 827.94 VCL: 0' PVI STA: 26+88.73 PVI ELEV: 828.36 VCL: 0' PVI STA: 26+89.73 PVI ELEV: 828.36 VCL: 0' PVI STA: 27+23.07 PVI ELEV: 828.79 VCL: 0' END STATION STA. 27+35.80 "P-NB" ELEV. = 828.50 158 Lft. of 6"Ø PIPE @ 0.00% STR. NO. 633 INV. IN=822.15 INV. OUT=822.15 120 Lft. of 6"Ø PIPE @ 0.00%STR. NO. 634 INV. OUT=822.15 Trench on East Side of MononElev.=821.61 Trench on East Side of MononElev.=821.61 1st ST SWCARMEL CLAY HISTORICAL SOCIETY 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp PLApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County +82.3, 22.7'Inlet+21.7, 27.1'Inlet+21.8, 48.7'Inlet+44.7, 21.8'Inlet+63.1, 56.8'36" Bush+66.6, 56.9'36" Bush+71.3, 56.9'36" Bush+74.3, 56.9'36" Bush+77.0, 57.1'36" Bush+28.8, 56.4'36" Bush+32.3, 56.0'36" Bush+35.6, 55.8'36" Bush+39.6, 56.3'36" Bush+43.4, 56.6'36" Bush+55.1, 56.9'36" Bush+58.8, 57.0'36" Bush+61.3, 57.0'36" Bush+65.1, 57.0'36" Bush+79.4, 56.3'36" Bush+81.8, 55.7'36" Bush+86.7, 55.6'36" Bush+89.4, 56.1'36" Bush+93.8, 54.1'Sign (Stop)+06.6, 55.5'Light Pole+15.1, 30.0'Water Valve+18.3, 27.0'Water Valve+20.1, 17.7'Water Valve+98.9, 24.1'Post+98.9, 20.4'Post+98.9, 17.3'Post+98.8, 14.6'Post+95.2, 12.1'15" Dec.+79.1, 3.3'12" Dec.+89.4, 0.1'Water Meter+46.2, 16.2'Sign (Handicap)+47.5, 32.7'12" Dec.+55.7, 107.7' 15" Stump+76.0, 46.1' 15" Dec.+87.3, 100.4' 120" Bush+92.1, 91.5' 6" Dec.+89.6, 94.4' 48" Bush+99.2, 96.3' 6" Dec.+98.7, 98.1' 6" Dec.+98.2, 102.2' 6" Dec.+96.9, 120.4' 60" Bush+07.3, 119.4' 72" Bush+33.9, 54.7' 6" Con.+05.9, 145.5' 36" Bush+02.9, 145.2' 36" Bush+68.3, 55.8' 15" Dec.+12.3, 35.3' Sign+71.0, 75.0' Guy Wire+92.6, 105.3' Guy Wire+91.1, 123.8' Guy Wire+91.4, 126.9' Guy Wire+90.8, 137.9' Power Pole+61.0, 81.6' 15" Stump+74.6, 81.8' 15" Stump+69.9, 75.5' 12" Dec.+74.1, 83.8' Sign+81.7, 82.0' 15" Dec.+85.6, 75.3' PP w/Light&Riser n to pp+24.1, 97.4' 30" Dec.+98.9, 31.0' Bollard+98.9, 37.9' Post+99.1, 41.5' Post+99.0, 44.7' Post+99.0, 47.4' Post+00.0, 44.7' F/O Marker+08.3, 49.7' Gas Marker+00.1, 55.9' 6" Dec.+61.2, 51.2' 6" Dec.+60.3, 70.2' 18" Dec.+76.8, 67.8' Post+05.1, 79.3' Rnd. Inlet+08.1, 80.6' Sign (W11A-2)+03.9, 84.1' Water Meter+33.9, 135.4' Inlet+32.4, 140.4' San. M.H.+27.4, 69.7' San. M.H.+22.6, 74.1' Water ValveMONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD SB MONON BOULEVARD SB MATT A N D RACHEL LL C LINE M LINE P LINE M LINE P Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits25+0026+0027+00LINE P-NB LINE P-SB Constr Limits Constr Limits END STATION 27+35.80 "P-NB" T.B.M. #404 PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PNB.dwgDATE/USER: 7/20/2017 4:19 PM / Tybennett1"=20' 1"=5' 23 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P'PLAN AND PROFILE LINE 'P-NB' 810810 20+00 21+00 22+00 23+00 24+00829.55830.04830.31829.82829.80829.68829.55829.76829.52829.31829.28829.00828.89828.70828.54829.13828.85828.30828.04827.95829.87830.39830.34829.79829.46829.26829.10828.97828.84828.72828.59828.46828.33829.06829.34829.31828.87828.22827.84-0.66%+0.00% -0.51% -0.00%+1.64%+2.10%-6.00%+0.00%-0.81% +1.48%+0.00%+5.91%+0.90%-1.75%-4.75%+0.00%-0.46% PVI STA: 20+41.59 PVI ELEV: 830.23 VCL: 0' PVI STA: 20+42.59 PVI ELEV: 830.23 VCL: 0' PVI STA: 22+77.95 PVI ELEV: 828.32 VCL: 0' PVI STA: 19+66.58 PVI ELEV: 829.72 VCL: 0' PVI STA: 19+72.69 PVI ELEV: 829.82 VCL: 0' PVI STA: 20+04.00 PVI ELEV: 830.48 VCL: 0' PVI STA: 20+52.59 PVI ELEV: 829.63 VCL: 0' PVI STA: 20+53.59 PVI ELEV: 829.63 VCL: 0' PVI STA: 21+10.59 PVI ELEV: 829.17 VCL: 0' PVI STA: 22+88.77 PVI ELEV: 828.48 VCL: 0' PVI STA: 22+90.10 PVI ELEV: 828.48 VCL: 0' PVI STA: 23+01.10 PVI ELEV: 829.13 VCL: 0' PVI STA: 23+40.06 PVI ELEV: 829.48 VCL: 0' PVI STA: 23+77.10 PVI ELEV: 828.83 VCL: 0' PVI STA: 23+89.10 PVI ELEV: 828.26 VCL: 0' PVI STA: 23+90.43 PVI ELEV: 828.26 VCL: 0' PVI STA: 24+01.24 PVI ELEV: 828.21 VCL: 0' BEGIN PROJECT STA. 19+65.58 "P-NB" ELEV. = 829.72 120 Lft. of 6"Ø PIPE @ 0.00% STR. NO. 619 INV. IN=825.25 INV. OUT=825.24 STR. NO. 620 INV. IN=825.25 INV. IN=825.25 116 Lft. of 6"Ø PIPE @ 0.00% STR. NO. 621 INV. IN=825.25 STR. NO. 626 INV. IN=822.45 INV. IN=824.25 INV. IN=822.45 INV. IN=822.45 INV. OUT=822.35 119 Lft. of 6"Ø PIPE @ 0.00%Trench on West Side of MononElev.=824.75 Trench on West Side of MononElev.=824.75 Trench on West Side of MononElev.=821.95 -0.66%+0.00% -0.51% -0.00%+1.64%+2.10%-6.00%+0.00%-0.81% +1.48%+0.00%+5.91%+0.90%-1.75%-4.75%+0.00%-0.46%-1.56%GS MONON TRAIL 2nd ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLC RAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL(grass) (conc) (conc) (conc)(conc) (conc) (stone) (asph) (asph) (asph) (asph) (asph)(asph) (asph) (asph) (asph) (asph) (conc) (conc) (conc) (conc)(wood deck)(stone) (grass) (stone) (asph) (asph)(one-story bldg)(one-story bldg)(stone) (grass)(grass) (conc)+56.6, 57.1'Sq. Inlet+87.5, 63.2'Sign (No Parking)+05.1, 71.7'???+06.8, 59.7'???+01.6, 36.6'F/O Marker+14.6, 39.9'Storm M.H.+24.2, 69.0'Sign+09.9, 35.3'Sign (15 MPH)+58.5, 69.2'Sign (No Parking)+20.2, 40.7'Storm M.H.+15.4, 60.1'Sq. Inlet+03.9, 109.6'Sq. Inlet+94.3, 113.7'30" Bush+85.8, 113.7'30" Bush+76.9, 113.3'30" Bush+47.3, 106.9'Rnd. Inlet+61.5, 108.1'Rnd. Inlet+21.8, 35.5'Post+23.0, 38.7'Sign+27.2, 50.7'Sign+72.2, 61.1'Sign (W11A-2)+86.9, 72.4'Water Valve+87.0, 71.8'Fire Hyd.+93.6, 71.8'Sign (Stop)+82.8, 110.1'PP w/Light e to pp+93.9, 114.2'Water Valve+52.0, 11.3' Tele Marker+66.1, 3.1' Tele Marker+84.1, 19.0' Sign (15 MPH)+21.6, 22.5' Post+21.7, 20.2' Post+21.7, 18.3' Post+21.7, 14.7' Post+18.9, 8.4' Post+16.5, 2.5' Post+15.4, 4.3' Post+13.4, 6.0' Post+12.2, 7.7' Post+10.5, 10.4' Post+08.3, 13.1' Post+06.6, 14.8' Post+04.8, 17.4' Post+25.3, 16.7' Sign+21.6, 11.0' Post+22.5, 4.9' Tele Marker+21.8, 0.7' Guy Wire+21.8, 1.9' Guy Wire+25.4, 0.3' Gas Marker+27.7, 7.8' Rnd. Inlet+21.7, 19.5' PP w/Riser w to pp+69.0, 33.4' Bollard+67.1, 25.2' Sign+69.0, 26.4' Post+71.3, 25.8' Sign (Stop)+88.6, 12.4' Post+93.9, 16.4' Rnd. Inlet+51.7, 30.0' Water Valve+65.1, 39.0' Fire Hyd.+72.5, 89.3' Water Meter+81.3, 58.0' 12" Bush+84.8, 56.2' 12" Bush+88.0, 56.4' 12" Bush+99.2, 55.3' 12" Bush+03.8, 56.3' 12" Bush+09.3, 57.3' 12" Bush+10.3, 63.2' 12" Bush+19.5, 64.7' 12" Bush+22.5, 65.1' 12" Bush+25.2, 67.8' 12" Bush+00.7, 57.6' 9" Dec.+09.0, 64.9' 9" Dec.+05.0, 8.6' 15" Dec.+25.3, 8.8' 30" Dec.+39.3, 69.5' 15" Stump+48.2, 60.6' 15" Stump+46.5, 8.6' 18" Dec.4th ST SWMONON BOULEVARD NB MONON BOULEVARD SB (three-story townhomes) LINE M LINE P LINE M LINE P STR. SS-1 STR. SS-2 STR. NO. 619 STR. NO. 620 STR. NO. 621 STR. NO. EX5 STR. NO. 626 STR. NO. 614A STR. NO. 627 STR. NO. EX3 STR. NO. 622 STR. NO. 625 STR. NO. EX2 STR. NO. 623 STR. NO. EX4 STR. NO. 624 STR. NO. 643 STR. NO. 640 STR. NO. 642 STR. NO. 616A STR. NO. 614 STR. NO. 632 STR. NO. 616 Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits Constr Limits App PLBEGIN CONSTRUCTION 19+65.58 "P-SB" LINE P-NB LINE P-SB LINE P-NB LINE P-SB20+0021+0022+0023+0024+00Constr Limits PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20' 1"=5' 24 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P'PLAN AND PROFILE LINE 'P-SB' 810810MATCH LINE 19+50 'P' 25+00 26+00 27+00 28+00 29+00828.09827.84827.68827.65827.93828.78829.11829.34829.69829.53828.41828.38828.61828.37828.01828.08827.56827.01826.84826.91827.45827.06826.86827.01827.15827.30827.44827.59827.73827.88828.66829.05828.53828.24828.17828.09828.02827.94827.87827.79-1.56%+0.58%+0.00%+5.94%+1.92%+1.69%-2.23%-2.00%-0.30% PVI STA: 24+91.24 PVI ELEV: 826.81 VCL: 0' PVI STA: 26+78.64 PVI ELEV: 827.90 VCL: 0' PVI STA: 26+79.97 PVI ELEV: 827.90 VCL: 0' PVI STA: 26+89.23 PVI ELEV: 828.45 VCL: 0' PVI STA: 27+10.56 PVI ELEV: 828.86 VCL: 0' PVI STA: 27+23.56 PVI ELEV: 829.08 VCL: 0' PVI STA: 27+34.76 PVI ELEV: 828.83 VCL: 0' PVI STA: 27+62.30 PVI ELEV: 828.28 VCL: 0' STR. NO. 630 INV. IN=822.45 INV. OUT=822.45 154 Lft. of 6"Ø PIPE @ 0.00% STR. NO. 631 INV. OUT=822.45 STR. NO. 637 INV. OUT=824.61 189 Lft. of 8"Ø PIPE @ 0.00% Trench on West Side of MononElev.=821.95 Trench on West Side of MononElev.=821.95 Trench on West Side of MononElev.=824.11119 Lft. of 6"Ø PIPE @ 0.00% +0.58%+0.00%+5.94%+1.92%+1.69%-2.23%-2.00%-0.30%1st ST SWCARMEL CLAY HISTORICAL SOCIETY 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC (asph) (asph) (asph) (conc) (three-story townhomes) (stone) (wooden guardrail) (wooden guardrail) (asph) (asph) (grass) (one-story house) (wood deck) (grass) (grass) (park bench) (asph)8" water main(conc)(conc) (conc)(conc)(conc)(bldg) (grass) (grass) (grass) (grass) (conc) (conc) (asph) (asph) (one-story house) (shed) (grass) (4' wood fence) (dirt) (dirt)(conc)(conc)(conc) (park bench)8" water mainSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County +82.3, 76.7'Inlet+21.7, 81.1'Inlet+21.8, 102.7'Inlet+55.0, 70.3'Inlet+63.1, 110.8'36" Bush+66.6, 110.9'36" Bush+71.3, 110.9'36" Bush+74.3, 110.9'36" Bush+77.0, 111.1'36" Bush+44.2, 106.8'36" Bush+47.6, 105.9'36" Bush+50.8, 105.3'36" Bush+54.9, 105.2'36" Bush+58.3, 105.0'36" Bush+65.2, 103.9'36" Bush+67.4, 103.7'36" Bush+68.9, 103.5'36" Bush+71.2, 103.3'36" Bush+79.9, 102.2'36" Bush+82.3, 101.6'36" Bush+87.2, 101.5'36" Bush+89.9, 102.0'36" Bush+94.3, 100.0'Sign (Stop)+07.1, 101.4'Light Pole+15.6, 75.9'Water Valve+18.8, 72.9'Water Valve+20.6, 28.3'Water Valve+99.4, 21.8'Post+99.4, 25.5'Post+99.4, 28.6'Post+99.3, 31.3'Post+95.7, 33.8'15" Dec.+79.6, 42.6'12" Dec.+89.9, 46.0'Water Meter+51.1, 32.5'Sign (Handicap)+47.5, 21.3'12" Dec.+44.5, 28.5'Fire Hyd.+41.6, 29.8'Curb Stop+43.8, 32.5'Water Meter+44.6, 39.6'Irr. Valve+45.1, 41.0'Irr. Valve+43.4, 63.2'Sign (W11A-2)+51.3, 74.3'Tele Box+51.1, 79.4'Elec. Meter+50.9, 86.5'Elec. Meter+50.9, 81.4'Elec. Box+51.1, 84.4'Elec. Box+50.5, 85.4'Cleanout+51.1, 89.1'Tele Box+85.0, 43.8'Sq. Inlet+10.1, 43.5'Sq. Inlet+34.8, 43.4'Sq. Inlet+60.0, 43.8'Sq. Inlet+84.6, 43.1'Sq. Inlet+21.5, 49.4'Post+32.1, 46.1'Post+55.7, 53.7' 15" Stump+76.0, 7.9' 15" Dec.+87.3, 46.4' 120" Bush+92.1, 37.5' 6" Dec.+89.6, 40.4' 48" Bush+99.2, 42.3' 6" Dec.+98.7, 44.1' 6" Dec.+98.3, 48.2' 6" Dec.+96.9, 66.4' 60" Bush+07.3, 65.4' 72" Bush+33.9, 0.7' 6" Con.+05.9, 91.5' 36" Bush+02.9, 91.2' 36" Bush+68.3, 1.8' 15" Dec.+13.9, 18.2' Sign+71.0, 21.0' Guy Wire+92.6, 51.3' Guy Wire+91.1, 69.8' Guy Wire+91.4, 72.9' Guy Wire+90.8, 83.9' Power Pole+61.0, 27.6' 15" Stump+74.6, 27.8' 15" Stump+69.9, 21.5' 12" Dec.+74.1, 29.8' Sign+81.7, 28.0' 15" Dec.+85.6, 21.3' PP w/Light&Riser n to pp+18.7, 44.8' 30" Dec.+99.4, 14.9' Bollard+99.4, 8.0' Post+99.6, 4.4' Post+99.5, 1.2' Post+99.5, 1.5' Post+00.5, 1.2' F/O Marker+08.8, 3.8' Gas Marker+00.6, 10.0' 6" Dec.+61.1, 4.3' 6" Dec.+57.5, 22.9' 18" Dec.+76.9, 21.8' Post+05.6, 33.4' Rnd. Inlet+08.6, 34.7' Sign (W11A-2)+04.4, 38.2' Water Meter+34.4, 89.5' Inlet+32.9, 94.5' San. M.H.+42.3, 4.8' Tele Box+27.9, 23.8' San. M.H.+23.1, 28.2' Water Valve+38.6, 22.5' Storm M.H.+46.9, 23.2' Power PoleMONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD SB MONON BOULEVARD SB MATT A N D RACHEL LL C (three-story bldg) LINE M LINE P LINE M LINE P STR. NO. 631 STR. NO. 636 STR. NO. 634 STR. NO. 637 STR. NO. 628 STR. NO. 630 STR. NO. 629 STR. NO. 633 Constr Limits Constr Limits Constr Limits Constr Limits Constr LimitsConstr Limits LINE P-SB LINE P-NB LINE P-SB25+0026+0027+0028+0029+00Constr Limits T.B.M. #404 PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20' 1"=5' 25 835 830 825 840 820 815 835 830 825 840 820 815 MATCH LINE 24+50 'P'PLAN AND PROFILE LINE 'P-SB' 810810MATCH LINE 29+50 'P' 30+00 30+25826.98827.22827.72827.65827.57END PROJECT STA. 30+17.19 "P-NB" ELEV. = 827.52 STR. NO. 638 INV. IN=824.61 INV. OUT=824.61 57 Lft. of 8"Ø PIPE @ 0.00% STR. NO. 639 INV. IN=824.61 Trench on West Side of MononElev.=824.11 MONON TRAIL MAIN ST12156 MERIDIANASSOCIATES LLC App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PL(asph) (asph) (dirt) (dirt)(conc)(conc)(brick) (conc) (asph)(brick)(asph)(asph)(three-story bldg)+45.2, 43.6'Sq. Inlet+74.2, 43.7'Sq. Inlet+05.3, 44.8'Sq. Inlet+42.7, 46.1'Post+45.1, 46.1'Post+59.4, 46.1'Post+62.6, 46.2'Post+73.4, 46.2'Post+75.8, 46.0'Post+87.4, 46.3'Post+89.8, 46.3'Post+00.9, 46.3'Post+08.6, 27.7'Elec. Box+95.9, 0.0' Storm M.H.MONON BOULEVARD SB OLD TOWN ASSOCIATES LLC STR. NO. 638 STR. NO. 639 Constr Limits Constr Limits 30+00END STATION 30+17.19 "P-SB" T.B.M. #403 PROPOSED LEGEND EXISTING Storm Manhole Gas Line Storm Inlets Sanitary Manhole Gas ValveGas Meter Sanitary Cleanout Water LineWater ValveFire Hydrant Sprinkler Electric Line Power Pole w/(Riser)Light & Power Pole Light & Power Pole w/Riser Water Meter Light PoleGuy Wire Electric Box Fiber Optic LineTelephone Line Telephone ManholeCable TV LineCable TV Box Telephone Riser Utility ManholeWood Fence Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree Overhead Utility Line Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve Mailbox All R/W and Topo from Line "M" Unless Noted Otherwise TBM #403 - Top of NW Corner of Conc Retaining Wall. Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58' TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B. Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50' ORIGINATING BENCHMARK DESIGNATION - V 42 PID - LB0600 STATE/COUNTY - IN/HAMILTON USGS QUAD - WESTFIELD (1992) VERT ORDER - SECOND CLASS 0 DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD, HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE-HALF FOOT ABOVE GROUND. ELEVATION = 884.62 (NAVD 88) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20' 1"=5' 26 835 830 825 840 820 815 835 830 825 840 820 815 PLAN AND PROFILE LINE 'P-SB' 810810MATCH LINE 29+50 'P' 16+00 17+00 18+00 19+00 16+00 17+00 18+00 19+00 PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL SOUTH CONSTRUCTIONCOMPANY INC App. Exist. R/W App. Exist. R/W App. Exist. R/W App PLApp PLSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N19°0 6 ' 5 9 " E N0°53'01"W N20°53'0 1 " W N0°53'01"W N0°53'01"W CURVE DATA P.I. = 16+24.93 "LINE P" Delta = 10°26'34" Rt. R = 86.50 ft T = 7.90 ft L = 15.77 ft E = 0.36 ft P.C. = 16+17.03 P.T. = 16+32.79 CURVE DATA P.I. = 16+40.02 "LINE P" Delta = 9°33'26" Rt. R = 86.50 ft T = 7.23 ft L = 14.43 ft E = 0.30 ft P.C. = 16+32.79 P.T. = 16+47.22 CURVE DATA P.I. = 17+39.73 "LINE P" Delta = 9°56'30" Rt. R = 86.50 ft T = 7.52 ft L = 15.01 ft E = 0.33 ft P.C. = 17+32.21 P.T. = 17+47.22 CURVE DATA P.I. = 17+54.83 "LINE P" Delta = 10°03'30" Rt. R = 86.50 ft T = 7.61 ft L = 15.19 ft E = 0.33 ft P.C. = 17+47.22P.T. = 17+62.40 CURVE DATA P.I. = 17+98.32 "LINE P" Delta = 20°00'00" Rt. R = 83.50 ft T = 14.72 ft L = 29.15 ft E = 1.29 ft P.C. = 17+83.60 P.T. = 18+12.74 P.I. = 16+24.93 "LINE P" P.I. = 16+40.02 "LINE P"P.I. = 17+39.73 "LINE P" P.I. = 17+54.83 "LINE P" P.I. = 17+98.32 "LINE P" R/W R/W R/W R/W R/WR/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB N0°53'01"WN0°53'01"W 17+0018+00LINE M LINE P LINE P LINE M UTILITY BOX, +12 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=830.66 UTILITY MH, +34 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.22 UTILITY BOX, +04 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=830.05 UTILITY MH, +27 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.42 267 LFT 12" DI PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32. CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32. PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32. RETIRE WATER MAINS. TO BE REMOVED ASNECESSARY AND CAPPED IF ENCOUNTERED. EX. 8" DI NEW HYDRANT ASSEMBLY (1) 12"x12" MJ TEE (3) GATE VALVES (1) 12" CONNECTION 12" DI TO BE INSTALLED BY OTHERS (1) 12"x12" MJ TEE (3) GATE VALVES 128 LFT 12" DI EX. 8" DI IN STEEL CASING 12"x8" MJ REDUCER 8" CONNECTION PRESERVE AND PROTECT EX. UTILITY BOXES DUKE DISTRIBUTION CONDUIT (BY OTHERS) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10' 1"=10' 27UTILITY PLAN LINE 'M'MATCH LINE 19+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S S 20+0019+00 21+00 22+00 20+0019+00 21+00 22+00 MIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W App PL4th ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MIDTOWN EAST N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W N19°0 6 ' 5 9 " E CURVE DATA P.I. = 21+81.33 "LINE P" Delta = 20°00'00" Rt. R = 73.50 ft T = 12.96 ft L = 25.66 ft E = 1.13 ft P.C. = 21+68.37 P.T. = 21+94.02 P.I. = 21+81.33 "LINE P" R/W R/WR/WR/WR/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB MONON BOULEVARD NB Str. SS-1, +23 "LINE M"INSTALL SANITARYMANHOLE TYPE 'I' WITH55 LFT OF 8"∅ SDR-35 PVC @ 0.46%RIM=828.75INV IN (6"~S)=820.95INV OUT (8"~NE)=820.85 Str. SS-2, +56 "LINE M"EXISTING SANITARY MANHOLEMECHANNICALLY CORE TO CONNECTPROPOSED 8" SANITARY MAIN.RIM=827.99INV IN (8"~SW)=820.6020+0021+00LINE M LINE P LINE M LINE P UTILITY MH, +80 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.65 UTILITY MH, +80 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.41 45° MJ BEND 45° MJ BEND 62 LFT 12" DI REMOVE 12" CAP W/ 2" BLOW OFF ASSEMBLY AND CONNECT PROPOSED WATER MAIN. 12" CONNECTION CONNECT TO EXISTING UTILITY BOX CARMEL COMMUNICATIONS EX. DIRECT BURY FIBER OPTIC LINE. SEENOTE 11-SHEET 32. CONNECT TO EX. STORM PIPE WITH CONCRETE COLLAR CARMEL COMMUNICATIONS EX.DIRECT BURY FIBER OPTIC LINE. SEE NOTE 11-SHEET 32. PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32. PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32. CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32. EX. 8" PVC SANITARY MAIN EX. 8" PVC SANITARY MAIN 12" CONNECTION PRESERVE AND PROTECT EX. 12" DI WATER MAIN PROPOSED GASMAIN RELOCATION BY OTHERS PROPOSED GAS MAIN RELOCATION BY OTHERS PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE. CONTACT UTILITY WHEN WORKING IN THE AREA. RETIRE HYDRANT ASSEMBLY EX. 12" DI INSTALL NEW HYDRANT ASSEMBLY REMOVE 111 LFT OF EX. WATER MAIN AFTER RELOCATION 111 LFT 12" DI 22.5° MJ BEND WATER MAIN BY OTHERS. TO BE INSTALLED WITH PROJECT 16-ENG-31 EX. DUKE UGE SEE NOTE 9-SHEET 32 RETIRE VALVES REMOVE EXISTING CONDUIT STUBS UTILITY BOX, +65 'M' REPLACE EXISTING QUAZITE BOX WITH 4'X4' COMMUNICATIONS MANHOLE AND STEEL CASTING. CONNECTTO EXISTING SPECTRUM FIBER OPTIC LINE. UTILITY MH, +44 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.36 UTILITY MH, +45 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.22 INSTALL, CAP AND MARK 10 LFT OF 6" SANTIARY LATERAL Adjust Valve to Grade DUKE DISTRIBUTION CONDUIT (BY OTHERS) W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10' 1"=10' 28 MATCH LINE 22+00 'M'UTILITY PLAN LINE 'M'MATCH LINE 19+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S 25+0022+00 23+00 24+00 25+0022+00 23+00 24+00 MONON TRAIL 2nd ST SWMATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLCRAIDERS INVESTMENTS LLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLMATT AND RACHEL LLCSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MIDTOWN EASTBLOCK I LLC N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W N20°53'0 1 " W N0°53'01"W CURVE DATA P.I. = 22+22.00 "LINE P" Delta = 20°00'00" Rt. R = 86.50 ft T = 15.25 ft L = 30.19 ft E = 1.33 ft P.C. = 22+06.74 P.T. = 22+36.94 CURVE DATA P.I. = 24+03.94 "LINE P" Delta = 8°04'10" Rt. R = 86.50 ft T = 6.10 ft L = 12.18 ft E = 0.21 ft P.C. = 23+97.84 P.T. = 24+10.02 CURVE DATAP.I. = 24+19.06 "LINE P" Delta = 11°55'50" Rt. R = 86.50 ft T = 9.04 ft L = 18.01 ft E = 0.47 ft P.C. = 24+10.02P.T. = 24+28.03 CURVE DATA P.I. = 24+53.71 "LINE P" Delta = 19°59'59" Rt. R = 73.50 ft T = 12.96 ft L = 25.66 ft E = 1.13 ft P.C. = 24+40.75 P.T. = 24+66.41 P.I. = 22+22.00 "LINE P" P.I. = 24+03.94 "LINE P" P.I. = 24+19.06 "LINE P" P.I. = 24+53.71 "LINE P" R/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB N0°53'01"W 23+0024+00LINE M LINE P LINE P LINE M LINE P LINE M UTILITY MH, +15 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=829.84 UTILITY MH, +15 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.12 CARMEL COMMUNICATIONS EX.DIRECT BURY FIBER OPTIC LINE. SEE NOTE 11-SHEET 32. PRESERVE AND PROTECT EX.AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32. PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32. CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32. PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32. 22.5° MJ BEND PROPOSED GAS MAINRELOCATION BY OTHERS302 LFT 12" DI (2) 11.25° MJ BENDS INSTALL NEW HYDRANT ASSEMBLY RETIRE EX. FIREHYDRANT ASSEMBLY REMOVE 300 LFT EX. WATER MAIN AFTER RELOCATION EX. DUKE UGE SEE NOTE 9-SHEET 32 EX. DUKE UGE SEE NOTE 9-SHEET 32 COORDINATE WITH VECTRENFOR RELOCATION OF EX. MAIN COORDINATE WITH DUKE ENERGY FOR RELOCATION OF EX. POWER POLE INSTALL NEW HYDRANT ASSEMBLY RETIRE EXISTING HYDRANT ASSEMBLY (1) 12"x12" MJ TEE (3) 12" GATE VALVES (2) 45° MJ BENDS 8" CONNECTION 155 LFT 12" DI RETIRE 8" DI 12"x8" MJ REDUCER UTILITY MH, +85 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=827.56 UTILITY MH, +83 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=829.24 RETIRE VALVE DUKE DISTRIBUTION CONDUIT (BY OTHERS) INSTALL TAP AND 45 LFT OF 2" SERVICE LINE W/ TEMPORARY 2" BLOW OFF ASSEMBLY. METERTO BE INSTALLED IN PHASE IB. SEE DETAIL, SHEET 47 REMOVE UTILITY BOX AFTER RELOCATION OF CARMEL COMMUNICATIONS FIBER OPTIC LINE W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10' 1"=10' 29MATCH LINE 22+00 'M'UTILITY PLAN LINE 'M'MATCH LINE 25+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S 25+00 27+3626+00 27+00 25+00 26+00 27+00 28+00 1st ST SWCARMEL CLAY HISTORICAL SOCIETY 12156 MERIDIANASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N0°53'01"W N7°13'41"E CURVE DATA P.I. = 26+20.60 "LINE P" Delta = 8°06'42" Rt. R = 125.50 ft T = 8.90 ft L = 17.77 ft E = 0.32 ft P.C. = 26+11.70 P.T. = 26+29.47 CURVE DATA P.I. = 26+87.90 "LINE P" Delta = 8°06'42" Rt. R = 86.50 ft T = 6.13 ft L = 12.25 ft E = 0.22 ft P.C. = 26+81.77 P.T. = 26+94.01 P.I. = 26+20.60 "LINE P" P.I. = 26+87.90 "LINE P" MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON BOULEVARD NB N0°53'01"W26+0027+00LINE M LINE P LINE P LINE M UTILITY MH, +85 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.85 UTILITY BOX, +42 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=828.49 UTILITY MH, +42 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=827.60 CARMEL COMMUNICATIONS EX. DIRECT BURY FIBER OPTIC LINE. SEE NOTE 11-SHEET 32. PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32. CARMEL COMMUNICATIONS EX. FIBER OPTICLINE IN CONDUIT. SEE NOTE 11-SHEET 32. 175 LFT 12" DI 22.5° MJ BEND 12" CONNECTION INSTALL HYDRANT ASSEMBLY ADJUST (2) VALVES TO GRADE RETIRE VALVE PLUG AT TEE ADJUST METER PIT TO GRADE REMOVE & RETIRE HYDRANT Ex. 2" SERVICE LINE REMOVE/RETIRE METER PIT CONTRACTOR TO REMOVE EXISTINGELECTRICAL PEDESTAL AND POLE.COORDINATE W/ DUKE ENERGY. DUKEENERGY TO RE-BUILD SERVICE TOCARMEL CLAY HISTORICAL SOCIETYFROM DIFFERENT LOCATION. UTILITY MH, +02 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.48 COORDINATE W/ DUKE ENERGYTO DETERMINE LOCATION OFEXISTING UNDERGROUND SERVICE.BLOODHOUND UNABLE TO LOCATE. UTILITY MH, +01 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.17 ADJUST VALVE TO GRADE PRESERVE AND PROTECT EX. UTILITY STRUCTURE DURING CONSTRUCTION. ADJUST TO GRADE W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10' 1"=10' 30 MATCH LINE 28+00 'M'UTILITY PLAN LINE 'M'MATCH LINE 25+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S 30+00 30+1728+00 29+00 MAIN ST12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WOLD TOWN ASSOCIATES LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County N0°53'01"W MONON BOULEVARD SB MONON TRAIL N0°53'01"W29+0030+00LINE P LINE M LINE P LINE M CARMEL COMMUNICATIONS EX. DIRECT BURY FIBER OPTIC LINE. SEENOTE 11-SHEET 32. PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32. REMOVE EXISTING POWER POLE. COORDINATE W/ DUKE ENERGY. UTILITY BOX, +77 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING DUKEENERGY CONDUIT TO NORTH.MANHOLE TO BE LOCATEDBEHIND CURB.RIM=827.91 UTILITY BOX, +15 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.MANHOLE TO BE LOCATEDBEHIND CURB. CARMELCOMMUNICATION'S CONTRACTORTO RE-ROUTE AND CONNECT TOEXISTING CONDUIT AFTER INSTALLATION.RIM=828.19 PROTECT EXISTING UTILITY HANDHOLE AS NECESSARY DURING CONSTRUCTION. ADJUST TO GRADE. COORDINATE W/ AT&T FIBER FOR REMOVAL OF EXISTING F.O. MARKER POST. W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10' 1"=10' 31MATCH LINE 28+00 'M'UTILITY PLAN LINE 'M' NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S S 20+0018+00 19+00 21+00 20+0018+00 19+00 21+00 App. Exist. R/W App. Exist. R/W App PL Sec. 25, T18N, R3EClay TownshipHamilton County R/WR/W Str. SS-2, +04 "M"EXISTING SANITARY MANHOLEMECHANNICALLY CORE TO CONNECTPROPOSED 8" SANITARY MAIN.ADJUST RIM TO GRADEINV IN (8"~SW)=820.60 Str. SS-1, +61 "M"INSTALL SANITARYMANHOLE TYPE 'I' WITH55 LFT OF 8"∅ SDR-35 PVC @ 0.46%RIM=828.75INV IN (6"~S)=820.95INV OUT (8"~NE)=820.854th ST SWMONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB10+0011+00INSTALL, CAP AND MAKR 10 LFT OF 6" SANITARY LATERAL DUKE DISTRIBUTION CONDUIT (BY OTHERS) 810 815 820 825 830 835 810 815 820 825 830 835 10+00 11+00 11+50828.78828.08827.73826.97828.14828.27828.56828.7110 LFT of 6"∅SDR-35 PVC SANITARY LATERAL @ 2.00% 55 LFT of 8"∅SDR-35 PVC @ 0.46% INV IN (6"~S):820.95 INV OUT (8"~NE):820.85 INV IN (8"~SW):820.60 STR. SS-1 RIM=828.75 EX. STR. SS-2 ADJUST TO GRADE W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 4:06 PM / Tybennett1"=5' 32UTILITY PLAN LINE 'M' 1"=20' UTILITIES NOTES 1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE, TYPE & LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS. 2.CONTRACTOR TO VERIFY EXISTING AND PROPOSED ELEVATIONS AT HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY. 3.CONTRACTOR SHALL RECONNECT ANY EXISTING WATER SERVICES. ALL LONG SIDE SERVICES REQUIRE CASING UNDER ROADWAY. 4. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHED GRADE. 5.CONTRACTOR TO VERIFY AND COORDINATE WITH CWU ON LOCATION OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED ROAD IMPROVEMENTS. 6.CONTRACTOR TO DEFLECT PIPE AND US MJ BENDS AS NECESSARY OR AS DIRECTED BY CWU PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND UTILITIES. 7.CONTRACTOR TO VERIFY AND CONFIRM ALL PROPOSED AND EXISTING, UNDERGROUND AND CROSSINGS WITHIN THE WATER MAINS PROPOSED PATH. MINIMUM COVER IS 54" FROM PROPOSED GRADE. CONTRACTOR IS REQUIRED TO COORDINATE WITH ENGINEER AND CWU ON VERTICAL AND HORIZONTAL CHANGES WITH THE WATERMAIN INSTALLATION. IN SOME CASES THE WATER MAIN MAYBE ALLOWED TO BE INSTALLED WITH LESS THAN 54" OF COVER OR MORE THAN 54" OF COVER. 8. COORDINATE WITH SHEET IR1.1-IR1.7 FOR IRRIGATION SERVICES, TAPS, METERS, AND ALL OTHER IRRIGATION FACILITIES. 9.CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY FOR INSTALLATION OF DISTRIBUTION DUCT CONDUITS. TO BE COMPLETED BY DUKE, NOT IN THIS CONTRACT. NEW DISTRIBUTION ELECTRIC LINES SHALL BE IN SERVICE PRIOR TO EXCAVATING NEAR EXISTING UNDERGROUND DUKE ENERGY LINES. 10.PRESERVE AND PROTECT EXISTING SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. COORDINATE WITH SPECTRUM/BRIGHTHOUSE FOR LOWERING IN PLACE OF EXISTING FIBER OPTIC LINE AS NECESSARY WHEN ENCOUNTERED. 11. CONTRACTOR TO CUT AND REMOVE CARMEL COMMUNICATIONS DIRECT BURY FIBER OPTIC LINE WHEN ENCOUNTERED. CUT AND REMOVE FIBER OPTIC IN CONDUIT AFTER FACILITY HAS BEEN RELOCATED. 12.CONTRACTOR TO INSTALL 2-4" CONDUITS (1-4" SCH 40 PVC/1-4" INTERDUCT WITH 4-1" DUCTS) FROM NEAREST UTILITY MANHOLE/BOX TO EACH P-1 CABINET LOCATION. 13.CONTRACTOR TO PRESERVE AND PROTECT EXISTING AT&T FIBEROPTICS LINES. CONTRACTOR SHALL COORDINATE WITH RANDY RETSCHLAG (JMC ENGINEERS AND ASSOCIATES) WHEN EXCAVATING NEAR THE EXISTING FIBER OPTIC LINES. 14.CARMEL COMMUNICATIONS CONDUITS (CC) SHALL INCLUDE ONE (1) - 4" ∅ SCH. 40 PVC OPEN CONDUIT AND ONE (1) - 4"∅ SCH 40 PVC INNERDUCT WITH 4 - 1" INNERDUCTS. INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF CARMEL STANDARD DETAIL 10-44 AND 10-45. ALL UTILITY MANHOLES AND BOXES SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILS ON SHEETS 63-64. COORDINATE WITH CARMEL COMMUNICATIONS FOR ADDITIONAL REQUIREMENTS AND INSPECTION OF INSTALLATION. CONTRACTOR SHALL REMOVE THE EXISTING CARMEL COMMUNICATIONS FIBER OPTIC LINES THAT ARE IN CONDUIT IF ENCOUNTERED, UNLESS OTHERWISE NOTED HEREIN, AFTER THE NEW CARMEL COMMUNICATIONS FO FACILITY IS OPERATIONAL. COORDINATE WITH CARMEL COMMUNICATIONS BEFORE REMOVAL OF ANY OF THEIR FACILITIES. 15.COORDINATE WITH REA PLANS FOR ALL LIGHTING, POLES ANDFOUNDATIONS, WIRE, CONDUITS, LIGHTING HANDHOLE, SERVICE POINT, P-1 CABINET, AND ALL OTHER ELECTRIC FACILITIES. NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32 LEGENDSEXISTING PROPOSED S SSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST BLOCK I LLC CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST4TH ST SW MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2 PHASE 1APHASE 1A DAMRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELDAMDAMKFP07/25/2017VERTICAL SCALE16-ENG-22.16-ENG-22-1" = 10'1" = 5'STORMSEWER DETAIL PLANLINE 'M'MATCH LINE 21+50 "M"N33PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806LEGEND MIDTOWN EASTSec. 25, T18N, R3EClay TownshipHamilton CountyRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMATT ANDRACHAEL LLC2ND ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 21+50 "M" MATCH LINE 24+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'34DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG INEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND CARMEL CLAYHISTORICALSOCIETYSec. 25, T18N, R3EClay TownshipHamilton CountyCARMEL CLAYHISTORICALSOCIETYOLD TOWNASSOCIATES LLC1ST ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 24+50 "M" MATCH LINE 27+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'35DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG INEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND Sec. 25, T18N, R3EClay TownshipHamilton CountyOLD TOWNASSOCIATES LLC12156 MERIDIANASSOCIATES LLC12156 MERIDIANASSOCIATES LLCMONON BOULEVARD S/BMAIN STRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 27+50 "M" MATCH LINE 30+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'36DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG INEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND SMIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton County4TH ST SW MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2 PHASE 1APHASE 1A STR. 614A TO STR. EX2STR. 619 TO STR. EX4STR. 616 TO STR. EX3RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'N37DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806 MIDTOWN EASTBLOCK I LLCRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMONON BOULEVARD N/BSTR. 622 TO STR. 643STR. 640 TO STR. 626BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'38DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806 2ND ST SWMONON BOULEVARD S/BSTR. 645 TO STR. EX54" UD TO STR. EX5RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'39DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806 MATT ANDRACHAEL LLCSec. 25, T18N, R3EClay TownshipHamilton CountyMONON BOULEVARD S/BSTR. 629 TO STR. 626BSTR. 626 TO STR. 626ACARMEL CLAYHISTORICAL1ST ST SW STR. 635 TO STR. EX6RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'40NDAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806 20+0019+00 21+00 22+00 20+0019+00 21+00 22+00 App. Exist. R/W MONON BOULEVARD NB20+0021+00LINE M LINE P 4th ST SWApp. Exist. R/W App. Exist. R/W D D A D A D 4TH ST SW MONON BLVD W16-8P W16-8P 19+65 "M" 19+59 "M" 20+17 "M" 20+17 "M" 19+84 "M" 19+90 "M" 20+43 "M" 20+50 "M" R1-1 R1-1 W11-15 AHEAD W16-9P 4TH ST SW MONON BLVD W16-8P W16-8PD R1-1 D 4TH ST SW MONON BLVD W16-8P W16-8P R1-1 B B B D R2-1(20) MONON BLVD W16-8P 21+22 "M" D 21+92 "M" D W11-2 W16-7P 21+54 "M" A A TURNING TRAFFIC MUST YIELD TO PEDESTRIANS R10-15B W.F.H. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10' 1"=10' 41SIGNAGE PLAN MATCH LINE 22+00 'M'C Remove Existing Sign & Supports (See Sign Notes for Salvaging) A SIGN LEGEND Relocate Existing Sign & Post (Coordinate with City of Carmel) Remove Existing Sign From Light PoleE D New Sign and Post(s) No Change Required To Existing Sign & Supports in Phase 1 B SIGN NOTES See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details. Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project. Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail to be Removed by the Project. 25+0022+00 23+00 24+00 25+0022+00 23+00 24+00 MONON TRAIL 2nd ST SWApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WMONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON BOULEVARD NB N0°53'01"W 23+0024+00LINE M LINE P LINE M LINE P App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W B D A A A A A BR6-1R 22+30 "M" B B D D 2ND ST SW MONON BLVD W16-8P W16-8P 23+19 "M" 23+24 "M" 23+85 "M" 23+79 "M" 23+65 "M" R1-1 D D R1-1 2ND ST SW MONON BLVD W16-8P W16-8P A W11-2 W16-7P D B B D D R6-1R 23+40 "M" R7-8 22+70 "M" W11-15 W1-7 22+44 "M" D W.F.H. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10' 1"=10' 42SIGNAGE PLANMATCH LINE 22+00 'M'C Remove Existing Sign & Supports (See Sign Notes for Salvaging) A SIGN LEGEND Relocate Existing Sign & Post (Coordinate with City of Carmel) Remove Existing Sign From Light PoleE D New Sign and Post(s) No Change Required To Existing Sign & Supports in Phase 1 B SIGN NOTES See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details. Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project. Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail to be Removed by the Project.MATCH LINE 25+00 'M' 25+00 27+3626+00 27+00 25+00 26+00 27+00 28+00 1st ST SWApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W MONON BOULEVARD SB MONON TRAIL N0°53'01"W26+0027+00LINE P LINE M LINE M LINE P MONON BOULEVARD SB MONON BOULEVARD NB App. Exist. R/W26+87 "M" 26+88 "M" 25+29 "M"25+03 "M" R2-1 (20) MONON BLVD W16-8P W11-2 W16-7P D D 27+03 "M" 27+08 "M" 27+08 "M" 27+44 "M" 27+45 "M" 27+45 "M" R1-1 R1-1 R1-1 W11-15 AHEAD W16-9P 1ST ST SW MONON BLVD W16-8P W16-8P 1ST ST SW MONON BLVD W16-8P W16-8P 1ST ST SW MONON BLVD W16-8P W16-8P D D D D D C D D A C B A B 27+63 "M" 27+63 "M" 27+64 "M" R1-1 1ST ST SW MONON BLVD W16-8P W16-8P D D R5-1 D B B A A BB A A B D R7-8 26+49 "M" B A A W.F.H. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10' 1"=10' 43SIGNAGE PLAN MATCH LINE 28+00 'M'C Remove Existing Sign & Supports (See Sign Notes for Salvaging) A SIGN LEGEND Relocate Existing Sign & Post (Coordinate with City of Carmel) Remove Existing Sign From Light PoleE D New Sign and Post(s) No Change Required To Existing Sign & Supports in Phase 1 B SIGN NOTES See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details. Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project. Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail to be Removed by the Project.MATCH LINE 25+00 'M'MATCH LINE A - SEE SHEET 44 30+00 30+1728+00 29+00 MAIN STApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WMONON BOULEVARD SB MONON TRAIL N0°53'01"W29+0030+00LINE M LINE P App. Exist. R/W App. Exist. R/W B C A E A D D 30+16 "M" 30+16 "M" 29+78 "M" R2-1(20) MONON BLVD W16-8P D R1-1 MAIN ST MONON BLVD W16-8P W16-8P B A AA App. Exist. R/W27+08 "M" W11-15 AHEAD W16-9P D W.F.H. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10' 1"=10' 44SIGNAGE PLAN C Remove Existing Sign & Supports (See Sign Notes for Salvaging) A SIGN LEGEND Relocate Existing Sign & Post (Coordinate with City of Carmel) Remove Existing Sign From Light PoleE D New Sign and Post(s) No Change Required To Existing Sign & Supports in Phase 1 B SIGN NOTES See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details. Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project. Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail to be Removed by the Project.MATCH LINE 28+00 'M'MATCH LINE A - SEE SHEET 43 16+00 17+00 18+00 16+00 17+00 18+00 16+00 17+00 18+00 16+00 17+00 18+00 PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL SOUTH CONSTRUCTIONCOMPANY INC App. Exist. R/W App. Exist. R/W App PLApp PLSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County R/W R/W R/W R/WR/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB EROSION CONTROL SILT FENCE TEMPORARY INLET PROTECTION1CONST. FENCE CONST. LIMITS W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10' 1"=10' 45EROSION CONTROL LINE 'M'MATCH LINE 18+50 'M' 20+0019+00 21+00 20+0019+00 21+00 S 20+0019+00 21+00 20+0019+00 21+00 MIDTOWN EASTBLOCK I LLC CARMELREDEVELOPMENTAUTHORITY MIDTOWN EASTBLOCK I LLC App. Exist. R/W App. Exist. R/W App PLApp PL4th ST SWSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County R/W R/W R/WR/WR/W MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB 1 1 1 1 1 Prop. R/W 1 1 EROSION CONTROL SILT FENCE TEMPORARY INLET PROTECTION1CONST. FENCE CONST. LIMITS W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10' 1"=10' 46EROSION CONTROL LINE 'M'MATCH LINE 21+50 'M'MATCH LINE 18+50 'M' 22+00 23+00 24+00 22+00 23+00 24+00 22+00 23+00 24+00 22+00 23+00 24+00 MONON TRAIL 2nd ST SWMATT AND RACHEL LLC OLD TOWN ASSOCIATES LLC BRE II LLCRAIDERS INVESTMENTSLLCApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLSec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MIDTOWN EASTBLOCK I LLC R/WR/W Class I +25, W=22' MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL MONON BOULEVARD NB MONON BOULEVARD NB 1 1 1 1 1 1 Prop. R/W Prop. R/W App. Exist. R/W EROSION CONTROL SILT FENCE TEMPORARY INLET PROTECTION1CONST. FENCE CONST. LIMITS W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10' 1"=10' 47 MATCH LINE 24+50 'M'EROSION CONTROL LINE 'M'MATCH LINE 21+50 'M' 25+0025+00 26+00 27+00 25+00 26+00 27+00 25+00 27+3626+00 27+00 25+00 26+00 27+00 1st ST SWCARMEL CLAY HISTORICAL SOCIETY App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W CARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC MATT AND RACHEL LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County MONON BOULEVARD SB MONON TRAIL MONON TRAIL MONON BOULEVARD NB 1 1 1 1 1 Prop. R/WApp PLApp. Exist. R/WEROSION CONTROL SILT FENCE TEMPORARY INLET PROTECTION1CONST. FENCE CONST. LIMITS W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10' 1"=10' 48MATCH LINE 24+50 'M'EROSION CONTROL LINE 'M'MATCH LINE 27+50 'M' 30+0028+00 29+00 30+0028+00 29+00 30+00 30+1728+00 29+00 MAIN ST12156 MERIDIANASSOCIATES LLC 12156 MERIDIANASSOCIATES LLC OLD TOWN ASSOCIATES LLC App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WOLD TOWN ASSOCIATES LLC Sec. 25, T18N, R3E Clay Township Hamilton County Sec. 25, T18N, R3E Clay Township Hamilton County 12156 MERIDIANASSOCIATES LLC MONON BOULEVARD SB MONON BOULEVARD SB MONON TRAIL 1 Prop. R/W Prop. R/W 1 1 1 1 1 EROSION CONTROL SILT FENCE TEMPORARY INLET PROTECTION1CONST. FENCE CONST. LIMITS W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 3:14 PM / Tybennett1"=10' 1"=10' 49EROSION CONTROL LINE 'M'MATCH LINE 27+50 'M' SSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST BLOCK I LLC CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST4TH ST SW MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2 PHASE 1APHASE 1A RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 10'1" = 5'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'MATCH LINE 21+50 "M"50DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND Sec. 25, T18N, R3EClay TownshipHamilton CountyRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMATT ANDRACHAEL LLC2ND ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 21+50 "M" MATCH LINE 24+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'51DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND CARMEL CLAYHISTORICALSOCIETYSec. 25, T18N, R3EClay TownshipHamilton CountyCARMEL CLAYHISTORICALSOCIETYOLD TOWNASSOCIATES LLC1ST ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 24+50 "M" MATCH LINE 27+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'52DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND Sec. 25, T18N, R3EClay TownshipHamilton CountyOLD TOWNASSOCIATES LLC12156 MERIDIANASSOCIATES LLC12156 MERIDIANASSOCIATES LLCMONON BOULEVARD S/BMAIN STRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 27+50 "M" MATCH LINE 30+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'53DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NLEGEND SWPP CONSTRUCTION PLAN ELEMENTS A1 - PLAN INDEX Sheet 1. A2 - PLAT NO. 1 Sheet 3. A3 - NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECTThis project involves the construction of a new boulevard roadway along the existing Monon Trail from4th Street S W to Main Street in the City of Carmel, Hamilton County, Indiana. The streets and on-streetparking areas will include both permeable and non-permeable pavers, curbs, sidewalks, and lighting andlandscaping. A permeable paver system with underground stone storage and underdrains will handlestormwater collection and treat for water quantity and quality. Drainage will discharge into the existing 48” diameter Monon trunk line. Water, sanitary, communications, gas and electric utilities shallserve the project. Construction is anticipated to begin in the Summer of 2017. A4 - VICINITY MAP Sheet 1. A5 - LEGAL DESCRIPTION Not Applicable for this project. A6 - LOCATION OF LOTS AND SITE IMPROVEMENTS All improvements are shown on the plans. A7 - HYDROLOGIC UNIT CODE 05120201090030 A8 - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS None. A9 - SPECIFIC POINTS WHERE STORM WATER DISCHARGE WILL LEAVE SITEWater will leave the site atStations 19+84 “M”, 20+15 “M”, 21+26 “M”, 23+21 “M”, 23+89 "M", 27+10 "M", and 29 +95 “M”. A10 - LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE None. A11 - IDENTIFICATION OF ALL RECEIVING WATERS Monon Trunk Line / Cool Creek. A12 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATERPotential discharges to the ground water may be within the limits of the permeable pavement areas andstone storage trench. A13 - 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGESFlood areas are identified on the FIRM Map on Sheet 56. All areas of the project are located within Zone'X', areas determined to be outside the 0.2% annual chance floodplain. A14 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (100 YR STORM) Pre- Construction 10-yr. = 10.67 cfs Pre-Construction 100-yr. = 20.92 cfs Post- Construction 10-yr. = 6.54 cfs Post-Construction 100-yr. = 8.73 cfs A15 - ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED Land use is residential and commercial. A16 - LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS Reference the construction limits as shown on the plans. A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER Asphalt, Gravel, Trees, and Lawn. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soils map can be found on Sheet 55. A19 - LOCATIONS, SIZE, AND DIMENSION OF STORM WATER SYSTEMS Storm sewer details are identified in the plans. A20 - PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT No off-site construction activities are anticipated to be associated with this project. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS Locations to be determined by Contractor and approved by Carmel Engineering Department and Hamilton County Storm Water District. A22 - EXISTING TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS Existing contours are shown on the plans. A23 - PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNSProposed contours are shown on the plans. B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid, engine oils and lubricants, antifreeze, and other petroleum products. It is unavoidable for a small amount of these pollutants to contaminate soil in the grading and construction of the side. Sediment pollution from the site disturbing activities shall be remedied by erosion control measures (see following sections). B2 - SEQUENCE OF STORM WATER QUALITY MEASURE IMPLICATION 1. Silt fence and check dams shall be placed as shown in these plans. 2. All disturbed areas shall be mulched and seeded or sodded immediately after final grade has been established. No un-vegetated areas should be exposed for more than seven days. 3. Erosion control measures shall remain in place until 70% uniform vegetation is established. B3 - CONSTRUCTION ENTRANCES A line item for No. 2 Stone, Construction Entrance has been established to be utilized by the Contractor as needed for construction entrances throughout the jobsite. B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Silt fence locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and Standard Drawing E 205-TECP-02. B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Traversable check dam locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and Standard Drawing E 205-TECD-01 and E 205-TECD-02. B6 - STORM SEWER INLET PROTECTION MEASURES Storm sewer locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and Standard Drawing E 205-TECI-04. B7 - RUNOFF CONTROL MEASURESRunoff control measures are shown on the plans as outlined in B4 and B5 (above). B8 - STORM WATER OUTLET PROTECTION MEASURES Outlet protection measures are shown on the plans. B9 - GRADE STABILIZATION STRUCTURES Erosion control blanket is to be placed on slopes greater than 3:1. B10 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND DETAILS OF EACH STORM WATER QUALITY MEASURE All locations of planned measures, which include the stone storage trench, permeable pavement, and rain garden areas, are identified on the plans and listed in the Erosion Control Table. B11 - TEMPORARY SURFACE STABILIZATION All land disturbing activities are anticipated to be completed by Summer 2018. The land is expected to be covered with temporary measures until all final grades are established. B12 - PERMANENT SURFACE STABILIZATION Permanent seeding or sodding will be used on all disturbed earth. C1 - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE There is a potential for pollutants from vehicles including fuel, hydraulic fluid, engine oils, lubricants, antifreeze and other petroleum products. There are also the potential hazards of road salt, litter, etc. C2 - SEQUENCE DESCRIBING STORM WATER QUALITY MEASURES IMPLEMENTATION 1. Inspect and maintain all post construction BMPs as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all construction activity is complete. 2. Inspection and maintenance of the project is the responsibility of the contraactor until acceptance by City of Carmel. 3. When the site is stabilized the owner or representative shall submit a Notice of Termination to IDEM with a copy to the City of Carmel MS4 Coordinator. C3 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORM WATER QUALITY MEASURES 1. Reducing or eliminating post-project runoff through implementation of subsurface storage under proposed parking and travel lanes. 2. Controlling sources of pollutants through community outreach and general public education and ordinance control. 3. Treating stormwater runoff by means of filtration through permeable pavers and subsurface stone. 4. Volumetric removal of runoff through groundwater recharge. 5. Temperature control via subsurface storage. C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE Location, Dimensions, Specifications and Construction Details of Each Stormwater Quality Measure: Refer to all Construction Detail, Stormwater Detail, and other sheets within this set of construction plans. C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORM WATER QUALITY MEASURES Description of Maintenance Guidelines for Proposed Post Construction Water Quality Measures: See this project's BMP Operations and Maintenance Manual. Maintenance of all post-construction stormwater pollution prevention measures will be the responsibility of the Contractor through the prescribed warranty period and the NOT is approved by the City of Carmel. Inspection and maintenance responsibilities will ultimately lie with the City of Carmel in perpetuity or through the life of the measures. The maintenance guidelines consist mainly of good housekeeping measures. Any grassed or vegetated areas that experience erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be picked up and properly disposed of to prevent it from getting into downstream waterways. Paver areas shall be inspected for surface clogging in the voids and vacuumed/swept on a regular basis. Metal pins or staples to secure the polythylene lining to the straw bales Polythylene lining (10 mil); the lining should extend over the straw bales Straw bales entrenched 4 inches into the soil Compacted soil material Metal pins or staples to secure the polythylene lining to the straw bales Wood or metal stakes to secure the straw bales (2 per straw bales) Straw bale (alternate materials or products may be used to provide structural containment) SECTION A-ANot to scaleL=10 FEETMetal pins or staples to secure the polythylene lining to the straw bales Wood or metal stakes to secure the straw bales (2 per straw bale) Straw bale (alternate materials or products may be used to provide structural containment. Alternative materials or products will require design modification. Polythylene lining (10 mil); the lining should extend over the straw bales. AA L = Inside Length W = Inside Width PLAN VIEWNot to scale W=10 FEET CONCRETE WASHOUT DETAIL Not to scale (5) The above table was provided for general information only to supplement information used in the Rule 5 permitting process. The contractor is responsible for material handling and spill mitigation procedures, including concrete washout. Notes: 1.Storm Water Pollution Prevention (SWPP) checklist corresponds to the IDEM, Division of Soil Conservation Construction/Storm Water Pollution Prevention Plan Technical Review and Comment (Form 1) used in the Rule 5 permitting process. 2.The contractor shall use the SWPP checklist as a guide in preparing the SWPP plan required for Rule 5 procedures. 3.A site specific SWPP is to be submitted by the Contractor to City of Carmel Engineering Department and Hamilton County Storm Water District prior to earth moving if any adjustments to the plan herein are requested. 4.The location of staging area and concrete washout area are to be submitted by the contractor. 5.The Contractor shall determine if multiple mobilization and demobilizations for seeding will be required. 6.Contractor is to maintain clean roadways of all tracked construction materials and sediment throughout the day and at the end of each work day. 7.All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter. * INDOT SPECIFICATION BOOK SHALL BE ON SITE AT ALL TIMES * WWW.IN.GOV/DOT/DIV/CONTRACTS/STANDARDS/DRAWINGS/INDEX.HTML B13 - MATERIAL HANDLING AND SPILL PREVENTION See the Potential Storm Water Pollutants/Material Handling and Spill Prevention table (right). IDEM Emergency Response - 1-888-233-7745. Also, See technical specification, TS - XX, Additional Material Handling and Spill Prevention B14 - MONITORING AND MAINTENANCE GUIDELINES Monitoring and Maintenance shall be within 24 hours of every 12 " or more rain event. B15 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS Not applicable. CONSTRUCTION PLAN ELEMENTSAND GENTRAL NOTES STORM WATER POLLUTION PREVENTIONW.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 3:28 PM / Tybennett1"=50' 54 Br CrA Or BrMONON TRAIL 1st ST NW1st ST NW1st AVE SW 1st AVE SW W MAIN STW MAIN ST3rd AVE SW 2nd AVE SW 1st ST SW1st ST SW3rd ST SW2nd ST SW3rd AVE SW3rd AVE SW CrA MmB2 Or Or Or Or Or 4th AVE SW CONSTRUCTION PLANSOIL MAP STORM WATER POLLUTION PREVENTIONW.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 11:38 AM / Tybennett1"=50' 55 MONON TRAIL 2nd AVE SW 1st AVE SW 3rd AVE SW 4th AVE SW 3rd AVE SW W MAIN ST1st ST SW2nd ST SWCITY CENTER DRIVEZONE X ZONE X ZONE X CONSTRUCTON PLANFLOOD MAPS STORM WATER POLLUTION PREVENTIONW.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 11:38 AM / Tybennett1"=50' 56 RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS57DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806 RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS'58DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806OVERFLOW CLEANOUT DETAILPIPE TYPE TRANSITION DETAILSUBSURFACE CHECK DAM (PROFILE)SUBSURFACE CHECK DAM (SECTION @ TOP) MONON BOULEVARD N/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS59DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR E GI STEREDDA V I D A. MARKSNo.PE11011806NOVERFLOW RAIN GARDEN GRADING DETAILOVERFLOW RAIN GARDEN GRADING DETAIL PIPE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 PER LATEST REVISIONS DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -60WASTEWATER STANDARD DETAILS PIPE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 PER LATEST REVISIONS DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -61WASTEWATER STANDARD DETAILS PIPE INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 PER LATEST REVISIONS DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -62WASTEWATER STANDARD DETAILS CASTING R-6679-B1 CASTING R-1754-A 4"∅ INNERDUCT WITH 4 - 1" INNERDUCTS DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -63MISCELLANEOUS DETAIL SHEET 36" HANDHOLE 1' of No. 8 Stone DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -64MISCELLANEOUS DETAIL SHEET DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: TABLES.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 -65MISCELLANEOUS TABLES 19+55 19+55 815 820 825 830 815 820 825 830 19+75 19+75 815 820 825 830 835 815 820 825 830 835 19+99 19+99 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.0 AREA = 0.0 VOL. = 0 VOL. = 0 FILL CUT AREA = 3.0 AREA = 96.2 VOL. = 1 VOL. = 33 FILL CUT AREA = 0.0 AREA = 257.3 VOL. = 1 VOL. = 158 -P-ROW-P-ROW-P-ROW-P-ROW- LINE M∅ 2%2% 2%2% 2% 0.50% 2% 2% 3.2% 8% 4:1 4:1 4:1 BEGIN PHASE 1CONSTRUCTIONSTA. 19+65.58 "M" 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS1CROSS SECTIONS LINE 'M' 20+25 20+25 815 820 825 830 835 815 820 825 830 835 20+53 20+53 815 820 825 830 835 815 820 825 830 835 20+75 20+75 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 2.7 AREA = 117.2 VOL. = 1 VOL. = 179 FILL CUT AREA = 1.4 AREA = 103.2 VOL. = 2 VOL. = 115 FILL CUT AREA = 0.6 AREA = 200.3 VOL. = 1 VOL. = 123 -P-ROW-P-ROW-P-ROWTrench EL. = 824.75 4:1 4:1 4:1 4:1 2% 2% 2%2% 4:1 4:1 4:1 2% 4:1 4:1 4:1 4:1 4:1 2% 2% 2% 2% 2% Swale EL. = 829.40 Swale EL. = 829.29 3% 2%2% 2% 2% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS2CROSS SECTIONS LINE 'M' 21+00 21+00 815 820 825 830 835 815 820 825 830 835 21+26 21+26 810 815 820 825 830 835 810 815 820 825 830 835 FILL CUT AREA = 0.5 AREA = 205.4 VOL. = 1 VOL. = 188 FILL CUT AREA = 0.0 AREA = 237.9 VOL. = 0 VOL. = 29 FILL CUT AREA = 0.0 AREA = 241.6 VOL. = 0 VOL. = 282 -P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 829.16 Swale EL. = 829.03 Swale EL. = 828.87 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 3% 2% 2% 2% Trench EL. = 824.75 Trench EL. = 824.75 4:1 4:1 4:1 4:1 4:1 2%4:1 4:14:1 4:1 4:1 4:1 3% 21+58 21+58 815 820 825 830 835 815 820 825 830 835 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS3CROSS SECTIONS LINE 'M' 21+75 21+75 815 820 825 830 835 815 820 825 830 835 22+00 22+00 815 820 825 830 835 815 820 825 830 835 22+25 22+25 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.0 AREA = 195.7 VOL. = 0 VOL. = 138 FILL CUT AREA = 0.0 AREA = 268.5 VOL. = 0 VOL. = 217 FILL CUT AREA = 0.1 AREA = 218.1 VOL. = 0 VOL. = 225 -P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.79 Swale EL. = 828.66 Swale EL. = 828.53 4:1 4:1 4:1 4:1 4:1 4:1 2%2% 2%2% 2% 2%3% 4:1 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%3% 3% 4:1 4:13% 3% Trench EL. = 824.75 Trench EL. = 822.96 Trench EL. = 824.75 Trench EL. = 822.96 Trench EL. = 822.96 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS4CROSS SECTIONS LINE 'M' 22+60 22+60 815 820 825 830 835 815 820 825 830 835 22+74 22+74 815 820 825 830 835 815 820 825 830 835 22+91 22+91 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.6 AREA = 171.0 VOL. = 0 VOL. = 254 FILL CUT AREA = 0.0 AREA = 167.3 VOL. = 0 VOL. = 89 FILL CUT AREA = 0.3 AREA = 146.5 VOL. = 0 VOL. = 94 -P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.36 Swale EL. = 828.28 Swale EL. = 828.21 4:1 4:1 4:14:1 4:1 4:1 4:1 4:1 2% 2% 2% 2% 2% 2% 2%2% 2% 2% 2% 2% 2%2% 2% 2% 2% 2%3% 3% 3% Trench EL. = 824.75 4:1 Trench EL. = 824.75 Trench EL. = 822.96 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS5CROSS SECTIONS LINE 'M' 23+20 23+20 815 820 825 830 835 815 820 825 830 835 23+50 23+50 815 820 825 830 835 815 820 825 830 835 23+64 23+64 815 820 825 830 815 820 825 830 FILL CUT AREA = 6.0 AREA = 113.0 VOL. = 3 VOL. = 144 FILL CUT AREA = 2.0 AREA = 173.8 VOL. = 4 VOL. = 157 FILL CUT AREA = 7.8 AREA = 86.4 VOL. = 3 VOL. = 68 -P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.06 Swale EL. = 827.91 Swale EL. = 827.84 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 2%2% 2% 2%2% 2% 2% 2% 2% 2% 3% 3% 2% 2% 2% Trench EL. = 822.96 Trench EL. = 822.96 1% 5% 6% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS6CROSS SECTIONS LINE 'M' 23+88 23+88 815 820 825 830 815 820 825 830 24+25 24+25 815 820 825 830 835 815 820 825 830 835 24+50 24+50 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 11.0 AREA = 131.3 VOL. = 8 VOL. = 95 FILL CUT AREA = 0.9 AREA = 246.8 VOL. = 8 VOL. = 261 FILL CUT AREA = 0.3 AREA = 272.4 VOL. = 1 VOL. = 240 -P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 2% 2% 2%2% 2%2%2% 2% 2% 2% 2%2% 2% 2% Trench EL. = 821.95 Trench EL. = 821.65 Trench EL. = 821.95 Trench EL. = 821.65 2% 7% 7% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS7CROSS SECTIONS LINE 'M' 24+75 24+75 815 820 825 830 835 815 820 825 830 835 25+00 25+00 815 820 825 830 835 815 820 825 830 835 25+16 25+16 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.2 AREA = 291.8 VOL. = 0 VOL. = 261 FILL CUT AREA = 0.2 AREA = 217.7 VOL. = 0 VOL. = 239 FILL CUT AREA = 1.3 AREA = 226.4 VOL. = 0 VOL. = 131 -P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:12% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%2% 2% 2% Trench EL. = 821.95 Trench EL. = 821.65 Trench EL. = 821.65 Trench EL. = 821.65 7% 7% 6%2% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS8CROSS SECTIONS LINE 'M' 25+51 25+51 815 820 825 830 835 815 820 825 830 835 25+62 25+62 815 820 825 830 835 815 820 825 830 835 26+00 26+00 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 1.6 AREA = 209.7 VOL. = 2 VOL. = 280 FILL CUT AREA = 2.6 AREA = 197.9 VOL. = 1 VOL. = 41 FILL CUT AREA = 7.9 AREA = 265.5 VOL. = 7 VOL. = 325 -P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1 4:1 4:1 4:1 4:1 4:12% 2% 2% 2% 2% 2% 2% 2% 2% 2%2% 2% 2% 2% 2% 2% 2% 2% 2% 25+51 25+51 815 820 825 830 835 815 820 825 830 835 Trench EL. = 821.65Trench EL. = 821.95 Trench EL. = 821.95 Trench EL. = 821.95 5% 4% 3%2% 2% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS9CROSS SECTIONS LINE 'M' 26+25 26+25 815 820 825 830 835 815 820 825 830 835 26+62 26+62 815 820 825 830 835 815 820 825 830 835 26+71 26+71 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 3.1 AREA = 257.7 VOL. = 5 VOL. = 242 FILL CUT AREA = 11.5 AREA = 83.0 VOL. = 10 VOL. = 232 FILL CUT AREA = 23.4 AREA = 68.7 VOL. = 6 VOL. = 26 -E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROW4:1 4:1 4:1 4:1 4:1 4:1 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%2% 2% 2% Trench EL. = 821.65 Trench EL. = 821.95 2% 2% 3% 2% 2% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS10CROSS SECTIONS LINE 'M' 27+10 27+10 815 820 825 830 815 820 825 830 27+33 27+33 815 820 825 830 835 815 820 825 830 835 27+50 27+50 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 3.2 AREA = 182.7 VOL. = 19 VOL. = 184 FILL CUT AREA = 0.0 AREA = 215.8 VOL. = 1 VOL. = 164 FILL CUT AREA = 0.0 AREA = 112.9 VOL. = 0 VOL. = 105 -P-ROW-P-ROW-E-ROW-E-ROW-E-ROW- LINE M- LINE M- LINE M-P-ROW2%1% 1%2% MONON AND MAIN PLAZA (BY OTHERS) 1%2% 9% 6% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS11CROSS SECTIONS LINE 'M' 27+66 27+66 815 820 825 830 835 815 820 825 830 835 28+00 28+00 815 820 825 830 835 815 820 825 830 835 28+25 28+25 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.0 AREA = 37.7 VOL. = 0 VOL. = 45 FILL CUT AREA = 0.0 AREA = 33.1 VOL. = 0 VOL. = 44 FILL CUT AREA = 0.0 AREA = 25.4 VOL. = 0 VOL. = 27 -E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROW4:1 MONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) 4:1 4:12% 2% 2% 2% 2% Trench EL. = 824.11 Trench EL. = 824.11 Trench EL. = 824.11 2% 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS12CROSS SECTIONS LINE 'M' 28+50 28+50 815 820 825 830 835 815 820 825 830 835 28+75 28+75 815 820 825 830 835 815 820 825 830 835 29+00 29+00 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.0 AREA = 26.5 VOL. = 0 VOL. = 24 FILL CUT AREA = 0.0 AREA = 25.5 VOL. = 0 VOL. = 24 FILL CUT AREA = 0.3 AREA = 19.2 VOL. = 0 VOL. = 21 -E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROWMONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) 2% 2% 2% 2% 2% 2% 4:1 Trench EL. = 824.11 Trench EL. = 824.11 Trench EL. = 824.11 5:1 6:1 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS13CROSS SECTIONS LINE 'M' 29+25 29+25 815 820 825 830 835 815 820 825 830 835 29+50 29+50 815 820 825 830 835 815 820 825 830 835 29+75 29+75 815 820 825 830 835 815 820 825 830 835 FILL CUT AREA = 0.3 AREA = 17.2 VOL. = 0 VOL. = 17 FILL CUT AREA = 0.2 AREA = 20.2 VOL. = 0 VOL. = 17 FILL CUT AREA = 0.1 AREA = 23.5 VOL. = 0 VOL. = 20 -E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROWMONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) MONON AND MAIN PLAZA (BY OTHERS) 4:1 4:1 4:1 2% 2% 2% 2% 2% 2% Trench EL. = 824.00 Trench EL. = 824.11 Trench EL. = 824.11 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS14CROSS SECTIONS LINE 'M' 30+00 30+00 815 820 825 830 835 815 820 825 830 835 30+25 30+25 815 820 825 830 815 820 825 830 30+50 30+50 815 820 825 830 815 820 825 830 FILL CUT AREA = 0.0 AREA = 28.7 VOL. = 0 VOL. = 24 FILL CUT AREA = 0.0 AREA = 38.1 VOL. = 0 VOL. = 31 FILL CUT AREA = 0.0 AREA = 189.5 VOL. = 0 VOL. = 105 - LINE M- LINE M-E-ROW-E-ROW-P-ROW-P-ROW2% 2% 4:1 Trench EL. = 824.11 END PHASE 1CONSTRUCTIONSTA. 30+38.42 "M" 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075 W.F.H. RECOMMENDEDFOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL T.E.N. L.M.C. T.E.N. .VERTICAL SCALE 16-ENG-22 & 16-ENG-32 . 16-ENG-22 & 16-ENG-32 - 1"=5' 1"=5' XS15CROSS SECTIONS LINE 'M' GPHASE 1Sta. 19+65.58 PROJECTBEGINNING OF Line "M" Proposed Right-of-Way Proposed Right-of-Way 13.50'0.50'8.00'10.00'1.00'5.00'1.00'18.00'6.00'5.00'14.00'13.50'0.50'5.50'10.00'1.00'7.50'1.00'8.00'24.50'0.50'10.00'13.50'0.50'8.00'10.00'1.00'26.00'5.00'1.00'32.00'11.00'R10.00'R10.00'R20.00'R20.00 ' R 2 0 . 0 0 'R20.00'R 2 0 . 0 0 ' R20. 0 0'R10.00 'R20.00'R2 0 . 0 0 'R10.00'C1 C1 C1 C1 C10 C1 C1 +65.16 27.000' LT +72.27 27.000' LT +92.26 6.692' LT +92.05 7.493' RT +72.0527.000' RT+65.1627.000' RT P6 P6 P6 P6 P6P6 +42.16 27.000' LT +34.27 27.000' LT +14.28 7.307' LT +14.066.693' RT +42.16 27.000' RT +34.06 27.000' RT P6 P6 +11.16 27.000' RT C4 C4 C4 C4 C4 +65.1638.000' LT +71.1638.000' LT P6 P6 +65.1671.000' LT +91.16 71.000' LT P6 P6 +16.16 71.000' LT C7 P6 +91.1658.001' LT P6 +16.16 57.998' LT +36.16 38.000' LT +42.16 71.000' LT +42.1670.000' LT +42.1656.500' LT +42.16 38.000' LT +54.1638.000' LT P6 P6 P6 P6 +65.30 45.000' LT +61.2340.929' LT C2 C2 +34.3045.000' LT +39.37 39.929' LT +46.44 37.000' LT +68.16 37.000' LT +75.2739.970' LT +80.30 45.000' LTC2 C2 C2 C7 51.000' RT 56.500' RT 66.500' RT +96.8070.156' RT +86.8045.000' RT +95.9651.000' RT +96.8055.000' RT +96.8056.000' RT +34.1145.000' RT +30.03 40.929' RT +22.96 38.000' RT C2 C2 C2 +11.16 38.000' RT +42.17 38.000' RT +34.78 38.000' RT +14.78 57.693' RT C6 +14.5771.000' RT +14.4082.391' RT P6 P6 +89.5771.000' RT +89.40 82.007' RT C7 C7 +91.16 82.000' LT +16.16 82.000' LTC6 +89.77 58.308' RT +69.77 38.000' RT +65.17 71.000' RT P6 P6 P6 P6 +65.16 38.000' RT X1 X1 L1 L1 +43.66 48.000' LT E2 E1 +91.81 48.000' LT E1+88.30 48.000' LT F1 +11.30 48.000' LT F1 +03.30 48.000' LT F1 F1 +26.30 48.000' LT P1 P1 P1P1 P1 P1 P1 P1 P1P1 P1 P1 P1 P2P2P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P3 P3 P3 P5 P4 P5 P5 P4 P5 P5 P4 P5 L2 L2 L2 L2L2 L2 L2 L1L1 R +45.80 43.500' LT C2 C2 +68.80 43.500' LT +68.80 50.500' LT +45.80 37.020' LT +51.80 37.000' LT +51.80 43.500' LT L1 L1 L1 +45.80 50.500' LT +83.80 50.500' LT +22.8148.000' LT +30.80 50.500' LT +68.80 50.500' LT +45.80 60.500' LT +30.80 60.500' LT +45.8056.500' LT+30.8056.500' LT L1 +83.80 60.500' LT +68.80 60.500' LT +83.8056.500' LT+68.8056.500' LT +06.80 60.500' LT +22.80 60.500' LT +06.8056.500' LT +22.8056.500' LT C1 C1 C1 60.500' RT 50.500' RT C2 P6 L2 L2 L2 C5 C4C4 +45.80 27.000' LT +51.80 27.000' LT 70.235' RT 76.589' RTR10.00'+95.73 50.500' RT P9 P9 P9 P9 P10 P1020+00.0021+00.0022+00.0019+50.00 20+50.00 21+50.00 C9 C9 C9 C926.00'26.00'26.00'26.00'26.00'4th StreetMonon Boulevard (NB) Cycle Track (SB) Monon Boulevard (SB) Midtown West (future) Midtown WestMerchants Bank Building (future) Midtown East (future) Sun King Brewery (future) Existing Monon Trail 5.00'0.50'0.50'5.00'0.50'0.50'5.00'0.50'0.50'EXPANSION JOINT (TYP.)EXPANSION JOINT (TYP.)EXPANSION JOINT (TYP.) C1 +42.16 50.500' LT P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8Project Limit LineProject Limit LineProject Limit Line Project Limit Line Project Limit LineProject Limit Line E3 E4 E4 E4 E4 E4 E4 E4 Curb Ramp, Concrete. Details 3, 4, & 5, Sheet SD3.7 Sidewalk, Concrete Detail 2, Sheet SD3.8 Curb, Granite, 6 inch., Type 1 Details 1, 2, & 4, Sheet SD 3.9 Curb, Granite, 6 inch., Type 2 Details 3, 5, & 6, Sheet SD 3.9 Curb, Granite, 12 inch., Type 1 Detail 7, Sheet SD3.9 Curb, Granite, 12 inch., Type 2 Detail 8, Sheet SD3.9 PCCP 12 IN., Band. Detail 1, Sheet SD 3.10 Curb, Concrete. Detail 2, Sheet SD 3.10 Curb, Concrete, Gutter. Detail 3, Sheet SD 3.10 Drive Approach Detail 11, Sheet SD3.8 Sidewalk, Concrete - 6" Detail 12, Sheet SD3.8 Luminare, Type 1. Refer to Electrical Plans Luminare, Type 2. Refer to Electrical Plans Service Point Refer to Electrical Plans Receptacle, Ground Box, GFI Details, Sheet SD3.14 Tree Grate, Type 1. Detail 1, Sheet SD 3.11 Tree Grate, Type 2. Detail 2, Sheet SD 3.11 Planting Bed Refer to Soil and Landscape Plans Suspended Pavement Assembly Details, Sheet SD5.6 Pavers, Type 1. (permeable) Detail 3, Sheet SD 3.8 Pavers, Type 2. (non-permeable) Detail 4, Sheet SD 3.8 Pavers, Type 3. (granite) Detail 5, Sheet SD 3.8 Pavers, Type 4. (split granite) Detail 5 & 8, Sheet SD 3.8 Pavers, Type 5. (granite ADA) Detail 5, Sheet SD 3.8 Pavers, Type 6. (granite 'curb') Detail 5, Sheet SD 3.8 Pavers, Type 7. (ADA) Details 3, 4, & 5, Sheet SD3.7 Pavers, Type 8. (Parking) Detail 9, Sheet SD3.8 Pavers, Type 9. (2" asphalt) Details 6, Sheet SD3.8 Pavers, Type 10. (3" asphalt) Details 7, Sheet SD3.8 Full Depth Sawcut. Refer to Demolition Plans. R C1 C2 C3 L1 P1 P2 P3 P4 P5 P6 P8 C4 C5 E1 E2 E3 F1 F2 L2 P7 C6 C7 C8 P9 P10 C9 X1E4 C10 SEE SHEET SD3.2 - MATCH LINE 'M' STATION 22+17.50NORTH SCALE: 1" = 10' 0' 5' 10'20' SITE LAYOUT PLANPA CK AR KO 1"=10' SD3.1 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 GApp. Existing Right-of-WayApp. Ex. Right-of-Way App. Existing Right-of-Way Proposed Right-of-Way 23.00' 23.00'13.50'0.50'8.00'10.00'1.00'7.50'5.00'0.50'8.00'10.00'1.00'5.00'1.00'18.00'6.00'5.00'14.00'1.00'10.00'8.00'0.50'5.00'10.00'10.50'23.00'R10.00'R20.0 0 'R10.00'R10.00 'R10.00'R10.00'R2 0 . 0 0 'R20.00'R10. 00 ' R C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C4 C4 +00.68 27.000' LT +77.68 27.000' LT P6 P6C4C4 C4 C4 C4 C2 +79.56 43.242' LT+81.87 40.929' LT +83.22 39.796' LT +88.94 38.000' LT C2 +00.68 38.000' LT C2 +06.1138.000' LT +26.1158.027' LT +26.09 71.000' LT P6 P6 +00.68 51.000' LT +00.6856.500' LT +91.8048.414' LT +91.80 50.500' LT P6 C7 P6 P6 P6 P6 P6 C7 +52.10 71.025' LT +77.68 71.049' LT +52.11 57.981' LT +72.11 38.000' LT +77.68 38.000' LT +77.68 64.000' LT P6 C2 +89.6838.000' LT +96.7540.929' LT +00.82 45.000' LT C2 C2 +92.8245.000' LT +97.89 39.928' LT +04.96 37.000' LT C2 C2 R10.00 ' +33.7539.928' LT +38.8245.000' RTC2C2C2 +00.8245.000' RT +95.75 39.929' RT +88.68 37.000' RT +70.3237.000' RT +54.8245.000' RT +59.85 39.971' RT C2 C2 C2+85.8245.000' RT +80.75 39.929' RT +73.68 37.000' RT C3 C2 C2 +59.42 37.000' RT C2 +43.4245.000' RT +40.3451.000' RT +39.43 56.500' RT +39.42 66.500' RT +26.07 82.000' LT +52.09 82.025' LTC6X1 L1 L1 L1 L1L1 E1 +58.32 48.000' LT E1 +28.40 48.000' LT +27.32 48.000' RT E1+58.32 48.000' RT E1+90.40 48.000' RT E1+20.32 48.000' RT E1E1 +99.1848.000' LT E2 +79.18 48.000' LT E2F1 +04.32 50.500' LT +23.82 48.000' LT F1 +46.82 48.000' LT F1 +69.82 48.000' LT F1F1+26.30 48.000' LT F1+92.82 48.000' RT F2+69.82 48.000' RT F1+46.82 48.000' RT F1+23.82 48.000' RT F1 +04.32 45.500' RT+31.82 48.000' RT F1+08.82 48.000' RT F1 +15.82 48.000' RT P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1P1 P1 P1 P1 P1 P2 P2 P2 P2 P2 P2 P2 P2 P3 P3 P5 P4 P5 P5 P4P5 +77.6856.500' LT L2 L2L2L2 L2L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2L1 L1 L1 L1 L1 +27.3237.020' LT+26.67 36.999' LT +21.32 36.999' LT C2 L1 L1 +83.80 60.500' LT +68.80 60.500' LT +83.8056.500' LT+68.8056.500' LT +22.80 60.500' LT +22.8056.500' LT C1 +45.80 60.500' LT +45.8056.500' LT +52.80 60.500' LT +52.8056.500' LT +91.80 60.500' LT +91.8056.500' LT +00.68 60.500' LT +89.32 50.500' LT +04.32 50.500' LT +04.32 43.500' LT +20.82 43.500' LT +27.32 43.500' LT L1L1L1L1+96.32 56.500' RT +96.32 60.500' RT +12.3256.500' RT +12.32 60.500' RT +27.32 56.500' RT +27.32 60.500' RT +43.3256.500' RT +43.32 60.500' RT +89.32 56.500' RT +89.32 60.500' RT +04.3256.500' RT +04.32 60.500' RT +51.32 56.500' RT +51.32 60.500' RT +66.3256.500' RT +66.32 60.500' RT +74.32 56.500' RT +74.32 60.500' RT +89.3256.500' RT +89.32 60.500' RT C1 C1 C1 L1L1L1+51.3256.500' RT +51.32 60.500' RT +59.3256.500' RT +59.32 60.500' RT +39.43 60.500' RT +66.32 56.500' RT +66.32 60.500' RT +41.04 50.500' RT +50.32 48.000' RT+51.32 50.500' RT +51.3243.500' RT +74.3243.500' RT +62.82 48.000' RT F1 L1 L1 +74.32 50.500' RT +89.32 50.500' RT C1 +51.32 50.500' RT +66.32 50.500' RT L1 L1 +89.3243.500' RT +66.32 43.500' RT +76.3243.500' RT +89.32 50.500' RT +66.96 37.000' RT +76.32 37.000' RT +04.32 50.500' RT F1 +49.30 48.000' LT +60.80 48.000' LT +68.80 50.500' LT +77.8045.000' LT +83.80 50.500' LT C2 C3 C2 C2 R R L2 C1 L2 L2 L2 L2L2 C4 C4 C4 C7 C7 L1 L1L1L1 R3. 0 0 ' C5 C4 +27.32 27.000' LT +21.32 27.000' LT C4C5 +70.32 27.000' RT +76.6827.000' RT +39.4270.235' RT +40.74 76.589' RT +43.31 82.541' RT R16.00'R12.00'+57.41 89.777' RT +54.32 89.776' RT L1L1 L1 +84.2843.465' RT P9 P9 P9 P9 P9 P9 P9P9P9P9P10 Proposed Right-of-Way 23+00.0024+00.0025+00.0022+50.00 23+50.00 24+50.00 C9 C9 26.00'26.00'26.00'26.00'L1 L1 L1 L1 L1 L1 L12nd Street Cycle Track (NB) Midtown West (future) Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South) Existing Building Existing Building Existing Monon Trail Monon Boulevard (NB) Cycle Track (SB) Monon Boulevard (SB) Existing Monon Trail 5.00'0.50'0.50'5.00'0.50'0.50'5.00'0.50'0.50'+77.68 50.500' LT P8 P8 P8 P8 +68.80 45.500' LT P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 +89.32 45.500' RT +51.32 45.500' RT P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P6 +00.68 71.000' LT Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit LineProject Limit Line +26.16 66.500' RT +18.16 66.500' RT C3 C2 C10 C10 C10C10C10 E3 E4 E4 E4 P7 E4 E4 E4 E4 E4 E4 E4 E4 E4E4E4 E4 E4 E4E4 E4 E4 Curb Ramp, Concrete. Details 3, 4, & 5, Sheet SD3.7 Sidewalk, Concrete Detail 2, Sheet SD3.8 Curb, Granite, 6 inch., Type 1 Details 1, 2, & 4, Sheet SD 3.9 Curb, Granite, 6 inch., Type 2 Details 3, 5, & 6, Sheet SD 3.9 Curb, Granite, 12 inch., Type 1 Detail 7, Sheet SD3.9 Curb, Granite, 12 inch., Type 2 Detail 8, Sheet SD3.9 PCCP 12 IN., Band. Detail 1, Sheet SD 3.10 Curb, Concrete. Detail 2, Sheet SD 3.10 Curb, Concrete, Gutter. Detail 3, Sheet SD 3.10 Drive Approach Detail 11, Sheet SD3.8 Sidewalk, Concrete - 6" Detail 12, Sheet SD3.8 Luminare, Type 1. Refer to Electrical Plans Luminare, Type 2. Refer to Electrical Plans Service Point Refer to Electrical Plans Receptacle, Ground Box, GFI Details, Sheet SD3.14 R C1 C2 C3 C4 C5 E1 E2 E3 C6 C7 C8 C9 E4 C10 Tree Grate, Type 1. Detail 1, Sheet SD 3.11 Tree Grate, Type 2. Detail 2, Sheet SD 3.11 Planting Bed Refer to Soil and Landscape Plans Suspended Pavement Assembly Details, Sheet SD5.6 Pavers, Type 1. (permeable) Detail 3, Sheet SD 3.8 Pavers, Type 2. (non-permeable) Detail 4, Sheet SD 3.8 Pavers, Type 3. (granite) Detail 5, Sheet SD 3.8 Pavers, Type 4. (split granite) Detail 5 & 8, Sheet SD 3.8 Pavers, Type 5. (granite ADA) Detail 5, Sheet SD 3.8 Pavers, Type 6. (granite 'curb') Detail 5, Sheet SD 3.8 Pavers, Type 7. (ADA) Details 3, 4, & 5, Sheet SD3.7 Pavers, Type 8. (Parking) Detail 9, Sheet SD3.8 Pavers, Type 9. (2" asphalt) Details 6, Sheet SD3.8 Pavers, Type 10. (3" asphalt) Details 7, Sheet SD3.8 Full Depth Sawcut. Refer to Demolition Plans.L1 P1 P2 P3 P4 P5 P6 P8 F1 F2 L2 P7 P9 P10 X1 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SITE LAYOUT PLANPA CK AR KO 1"=10' SD3.2 NORTH SEE SHEET SD3.3 - MATCH LINE 'M' STATION 25+17.50SEE SHEET SD3.1 - MATCH LINE 'M' STATION 22+17.50SEE SHEET SD3.5 Proposed Right-of-Way App. Existing Right-of-Way 23.00'R163.00'R169.00'R174.00'R155.00'R126.00'R131.00'R20. 00' R 2 0 . 0 0 '5.91'1.00'6.20'8.79'23.00'7.50'0.50'8.00'10.00'1.00'5.00'1.00'10.00'7.50'5.00'6.00'5.50'0.50'R10.00'R10.00 'R20.00'R 2 0 . 0 0 '10.00'1.00'R10.00'R144.00'R 2 0 . 0 0 ' R20. 0 0'R10.00'R118.00'3.33'R C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C4 C4 C4 +88.31 27.000' RT C4 C4 C4 C4 +78.7018.906' LT +89.3618.906' LT+88.3118.906' LT +09.33 0.109' RT +00.65 27.000' LT +56.83 20.457' LT +21.1125.549' LT +09.636.016' RT +89.6527.000' RT P6 P6 P6 P6 C2 C2R10.00 ' +33.7539.928' LT +38.82 45.000' LT C2 C2 +00.6545.000' LT +23.6543.369' LT +56.7638.649' LT +60.0034.332' LT +68.8030.262' LT +78.7029.906' LT +88.3129.906' LT C2 C2 C2 +89.67 29.906' LT +09.6749.986' LT +09.61 66.000' LT +88.31 66.000' LT +88.31 55.906' LT +88.31 48.406' LT +88.31 42.406' LT P6 P6 C7 +09.57 77.000' LT C7 +33.34 77.000' LT +33.3566.000' LT +33.3848.875' LT +53.3828.906' LT +61.3828.906' LT P6 P6 P6 P6 C5 C5 C5C5P6 P6 P6 +61.3818.906' LT+54.1318.906' LT +34.152.078' RT +37.60 72.000' RT +38.14 83.000' RT +14.3272.000' RT +14.43 83.000' RT C6 C7 C8 C7 C8 C1 +14.25 65.601' RT +13.83 57.016' RT +93.85 38.000' RT +88.31 50.500' RT +88.31 38.000' RT +70.46 38.000' RT +88.31 72.000' RT +95.90 72.000' RT +07.82 72.000' RT +08.0796.421' RT +99.2172.000' RT +14.57 96.355' RT +38.5594.044' RT P6 P6 P6 P6 P6 +63.3940.929' RT +59.3245.000' RT +61.1043.222' RT C2C2 C2C2 +84.8245.000' RT +79.75 39.929' RT +72.68 37.000' RT +51.72 37.000' RT +38.8245.000' RT +43.85 39.971' RT C2 C2C2 C2 X1 X1 L1 L1 L1L1 +28.40 48.000' LT E1 +96.32 48.000' LT E1 +61.10 41.062' LT E1 E1+96.32 48.000' RT E1+27.32 48.000' RT E1 +86.81 39.906' LT E2 +86.81 48.000' RTE2 +61.82 48.000' LT F1 +84.82 48.000' LT F1 +10.70 47.695' LT F1 +34.4244.864' LT F1 +07.82 48.000' RT F1+61.82 48.000' RT F1+15.82 48.000' RT P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P3 P3 P5 P4 P5 P5 P4 P4 P5 P7 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 +27.3237.020' LT+26.67 36.999' LT +21.32 36.999' LT C2 L1 +42.32 50.500' LT50.500' LT 43.500' LT +20.82 43.500' LT +27.32 43.500' LT +53.37 39.637' LT +54.0844.588' LT L1 L1L1L1L1C1 C1 +49.32 48.000' RTE1 +88.32 45.500' RT+73.32 50.500' RT +73.3243.500' RT L1 L1+50.32 43.500' RT +50.32 56.500' RT +50.32 60.500' RT +65.3256.500' RT +65.32 60.500' RT +73.32 56.500' RT +73.32 60.500' RT +11.32 56.500' RT +11.32 60.500' RT +27.3256.500' RT +27.32 60.500' RT +73.32 56.500' RT +73.32 60.500' RT +88.3256.500' RT +88.32 60.500' RT +65.32 56.500' RT +65.32 60.500' RT +58.32 60.500' RT L14.00'+35.32 56.500' RT +35.32 60.500' RT +50.3256.500' RT +50.32 60.500' RT +12.3256.500' RT +12.32 60.500' RT +30.82 48.000' RT F1 +50.32 45.500' RT +61.10 48.000' RT+50.32 50.500' RT +65.32 50.500' RT +73.32 50.500' RT +73.3248.370' RT C5 P6 C51.00'R L2 C4C4 +27.32 27.000' LT +21.32 27.000' LT C4C5 P9 P9 P9 P9 P9 P9 P9P9P926+00.0027+00.0028+00.0025+50.00 26+50.00 27+50.00 26.00'26.00'L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 C1C1C1 Monon Boulevard (NB) Monon Boulevard (SB)1st Street SWCycle Track (NB) Cycle Track (SB) See Monon & Main Package Old Town On The Monon Apartments (South) Old Town On The Monon Apartments (North) Carmel Clay Historical SocietyExisting Building Existing Monon Trail Monon & Main (future)17.91'+50.32 50.500' RT 0.50'0.50'+58.32 56.500' RT5.00'0.50'0.50'+88.3166.500' RT +88.31 60.500' RT +88.31 56.500' RT P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 E4 P8P8 P8 P8 P8 P8 P8 P8 P8 P8 P8 +88.32 50.500' RT P6 C6 Proje c t Li mit Li n e Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line C3 C2 C10 C10 C10C10 E4 E4 E4 E4 E4 E4 P8 E4 E4E4 E4 E4 P8 E4 E3 Curb Ramp, Concrete. Details 3, 4, & 5, Sheet SD3.7 Sidewalk, Concrete Detail 2, Sheet SD3.8 Curb, Granite, 6 inch., Type 1 Details 1, 2, & 4, Sheet SD 3.9 Curb, Granite, 6 inch., Type 2 Details 3, 5, & 6, Sheet SD 3.9 Curb, Granite, 12 inch., Type 1 Detail 7, Sheet SD3.9 Curb, Granite, 12 inch., Type 2 Detail 8, Sheet SD3.9 PCCP 12 IN., Band. Detail 1, Sheet SD 3.10 Curb, Concrete. Detail 2, Sheet SD 3.10 Curb, Concrete, Gutter. Detail 3, Sheet SD 3.10 Drive Approach Detail 11, Sheet SD3.8 Sidewalk, Concrete - 6" Detail 12, Sheet SD3.8 Luminare, Type 1. Refer to Electrical Plans Luminare, Type 2. Refer to Electrical Plans Service Point Refer to Electrical Plans Receptacle, Ground Box, GFI Details, Sheet SD3.14 Tree Grate, Type 1. Detail 1, Sheet SD 3.11 Tree Grate, Type 2. Detail 2, Sheet SD 3.11 Planting Bed Refer to Soil and Landscape Plans Suspended Pavement Assembly Details, Sheet SD5.6 Pavers, Type 1. (permeable) Detail 3, Sheet SD 3.8 Pavers, Type 2. (non-permeable) Detail 4, Sheet SD 3.8 R C1 C2 C3 L1 P1 P2 C4 C5 E1 E2 E3 F1 F2 L2C6 C7 C8 C9 E4 C10 Pavers, Type 3. (granite) Detail 5, Sheet SD 3.8 Pavers, Type 4. (split granite) Detail 5 & 8, Sheet SD 3.8 Pavers, Type 5. (granite ADA) Detail 5, Sheet SD 3.8 Pavers, Type 6. (granite 'curb') Detail 5, Sheet SD 3.8 Pavers, Type 7. (ADA) Details 3, 4, & 5, Sheet SD3.7 Pavers, Type 8. (Parking) Detail 9, Sheet SD3.8 Pavers, Type 9. (2" asphalt) Details 6, Sheet SD3.8 Pavers, Type 10. (3" asphalt) Details 7, Sheet SD3.8 Full Depth Sawcut. Refer to Demolition Plans. P3 P4 P5 P6 P8 P7 P9 P10 X1 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SITE LAYOUT PLANPA CK AR KO 1"=10' SD3.3 NORTH SEE SHEET SD3.4 - MATCH LINE 'M' STATION 28+17.50SEE SHEET SD3.2 - MATCH LINE 'M' STATION 25+17.50 PHASE 1Sta. 30+38.42 PROJECTEND OF Line "M" Proposed Right-of-Way App. Existing Right-of-Way1.00'10.00'1.00'C5 C5 C5 +16.0028.906' LT +16.00 18.906' LTC5C5C5C5 P1 P1 P1 P1 C5 C6 C5 C51.00'29+00.0030+00.0031+00.0028+50.00 29+50.00 30+50.00 Main StreetMonon Boulevard (SB) See Monon & Main Package Old Town On The Monon Apartments (North)Old Town On The Monon Apartments (North) Existing Monon Trail Monon & Main (future) Sophia Square Bub's Burgers & Ice Cream 17.91'Project Limit Line Project Limit LineProject Limit Line TEMPORARY HMA APPROACH E3 Curb Ramp, Concrete. Details 3, 4, & 5, Sheet SD3.7 Sidewalk, Concrete Detail 2, Sheet SD3.8 Curb, Granite, 6 inch., Type 1 Details 1, 2, & 4, Sheet SD 3.9 Curb, Granite, 6 inch., Type 2 Details 3, 5, & 6, Sheet SD 3.9 Curb, Granite, 12 inch., Type 1 Detail 7, Sheet SD3.9 Curb, Granite, 12 inch., Type 2 Detail 8, Sheet SD3.9 PCCP 12 IN., Band. Detail 1, Sheet SD 3.10 Curb, Concrete. Detail 2, Sheet SD 3.10 Curb, Concrete, Gutter. Detail 3, Sheet SD 3.10 Drive Approach Detail 11, Sheet SD3.8 Sidewalk, Concrete - 6" Detail 12, Sheet SD3.8 Luminare, Type 1. Refer to Electrical Plans Luminare, Type 2. Refer to Electrical Plans Service Point Refer to Electrical Plans Receptacle, Ground Box, GFI Details, Sheet SD3.14 Tree Grate, Type 1. Detail 1, Sheet SD 3.11 Tree Grate, Type 2. Detail 2, Sheet SD 3.11 Planting Bed Refer to Soil and Landscape Plans Suspended Pavement Assembly Details, Sheet SD5.6 Pavers, Type 1. (permeable) Detail 3, Sheet SD 3.8 Pavers, Type 2. (non-permeable) Detail 4, Sheet SD 3.8 Pavers, Type 3. (granite) Detail 5, Sheet SD 3.8 Pavers, Type 4. (split granite) Detail 5 & 8, Sheet SD 3.8 Pavers, Type 5. (granite ADA) Detail 5, Sheet SD 3.8 Pavers, Type 6. (granite 'curb') Detail 5, Sheet SD 3.8 Pavers, Type 7. (ADA) Details 3, 4, & 5, Sheet SD3.7 Pavers, Type 8. (Parking) Detail 9, Sheet SD3.8 Pavers, Type 9. (2" asphalt) Details 6, Sheet SD3.8 Pavers, Type 10. (3" asphalt) Details 7, Sheet SD3.8 Full Depth Sawcut. Refer to Demolition Plans. R C1 C2 C3 L1 P1 P2 P3 P4 P5 P6 P8 C4 C5 E1 E2 E3 F1 F2 L2 P7 C6 C7 C8 P9 P10 C9 X1E4 C10 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SITE LAYOUT PLANPA CK AR KO 1"=10' SD3.4 NORTHSEE SHEET SD3.3 - MATCH LINE 'M' STATION 28+17.50 +26.09 C7 P6 C7 +52.10 +77.6871.049' LT +26.0782.000' LT +52.09 82.025' LTC6X1 P2 C7 C7 C7 R3. 0 0 'R3.00'9.00'20.00'57.00'45.00'12.00'12.00' +55.08 85.158' LT +70.58 85.174' LT +82.54 130.185' LT +82.53142.185' LT +52.02 145.156' LT +55.03142.161' LT +70.54 130.173' LT L1 L1 Bub's Café P6 +00.68 Project Limit Line Project Limit Line E3 Curb Ramp, Concrete. Details 3, 4, & 5, Sheet SD3.7 Sidewalk, Concrete Detail 2, Sheet SD3.8 Curb, Granite, 6 inch., Type 1 Details 1, 2, & 4, Sheet SD 3.9 Curb, Granite, 6 inch., Type 2 Details 3, 5, & 6, Sheet SD 3.9 Curb, Granite, 12 inch., Type 1 Detail 7, Sheet SD3.9 Curb, Granite, 12 inch., Type 2 Detail 8, Sheet SD3.9 PCCP 12 IN., Band. Detail 1, Sheet SD 3.10 Curb, Concrete. Detail 2, Sheet SD 3.10 Curb, Concrete, Gutter. Detail 3, Sheet SD 3.10 Drive Approach Detail 11, Sheet SD3.8 Sidewalk, Concrete - 6" Detail 12, Sheet SD3.8 Luminare, Type 1. Refer to Electrical Plans Luminare, Type 2. Refer to Electrical Plans Service Point Refer to Electrical Plans Receptacle, Ground Box, GFI Details, Sheet SD3.14 Tree Grate, Type 1. Detail 1, Sheet SD 3.11 Tree Grate, Type 2. Detail 2, Sheet SD 3.11 Planting Bed Refer to Soil and Landscape Plans Suspended Pavement Assembly Details, Sheet SD5.6 Pavers, Type 1. (permeable) Detail 3, Sheet SD 3.8 Pavers, Type 2. (non-permeable) Detail 4, Sheet SD 3.8 Pavers, Type 3. (granite) Detail 5, Sheet SD 3.8 Pavers, Type 4. (split granite) Detail 5 & 8, Sheet SD 3.8 Pavers, Type 5. (granite ADA) Detail 5, Sheet SD 3.8 Pavers, Type 6. (granite 'curb') Detail 5, Sheet SD 3.8 Pavers, Type 7. (ADA) Details 3, 4, & 5, Sheet SD3.7 Pavers, Type 8. (Parking) Detail 9, Sheet SD3.8 Pavers, Type 9. (2" asphalt) Details 6, Sheet SD3.8 Pavers, Type 10. (3" asphalt) Details 7, Sheet SD3.8 Full Depth Sawcut. Refer to Demolition Plans. R C1 C2 C3 L1 P1 P2 P3 P4 P5 P6 P8 C4 C5 E1 E2 E3 F1 F2 L2 P7 C6 C7 C8 P9 P10 C9 X1E4 C10 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SITE LAYOUT PLANPA CK AR KO 1"=10' SD3.5 NORTH SEE SHEET SD3.2 PARKING AREA TO BE CONSTRUCTED VIA CONTRACTOR DESIGN/BUILD; COORDINATE WITH CITY OF CARMEL 6.33' 6'1.33'1.33'2'P2 1|2 P2 2|1 2'P2 1|3 P2 1|2 P2 2|1 P2 1|3 P2 2|1 P5 1|1 P2 1|1 P2 1|1 P2 1|1 6.33' 6'1.33'1.33'2'P2 1|2 P2 2|1 2'P2 1|3 P2 1|2 P2 2|1 P2 1|3 P2 2|1 2'2'P2 1|2 P2 1|2 P1 1|2 P2 1|2 P1 1|2 P2 1|2 P6 1|1 P6 1|1 P6 1|1 P5 1|1 P6 1|1 P1 1|1 P6 1|1 P6 1|1 P2 1|1 P2 1|2 P2 1|2 P2 1|2P2 1|2 P3 1|1 P3 1|1 P3 1|1 P3 1|1 P3 2|1 P3 2|1 5'P6 1|1 P6 1|1 P4 1|1 P2 1|2 P5 1|1 12.66'1.33'1.33'5'12.33'1.33'1.33'1.33'P2 1|2 P6 1|1 P2 1|3 P2 2|1 P2 1|3 P2 2|1 P2 1|3 P2 2|1 P2 1|3P2 1|3 P2 2|1 2'2' P2 1|3 P2 2|1 P2 2|1 P2 1|3 P2 2|1 P2 1|3 P2 2|1 P2 1|3 P2 2|1 P2 1|3 P2 2|1P2 2|1 2'2' P6 1|1 P2 1|2 P5 1|1 P4 1|1 P6 1|1 P2 1|2 P6 1|1 P6 1|1 P6 1|1 P6 1|1 P2 1|2 P2 1|2 P2 1|2 P1 1|2 P1 1|2 P1 1|1 P6 1|1 P2 1|2 P6 1|1 P2 1|2 P6 1|1 P2 1|2 P6 1|1 P2 1|2 1.33'10'1.33'P2 2|1 P2 2|1 P2 2|1 P2 2|1P2 2|1 P2 1|3 P2 1|3 P2 1|3P2 1|3 P2 1|3P2 1|3 P3 1|1 P3 1|1 P3 2|1 P3 2|1 7SD3.88SD3.82SD3.121 SD3.12 CURB, GRANITE, 12" WIDE, TYPE 1; SEE DETAIL 7, SHEET SD3.9 CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 CURB, GRANITE, 12" WIDE, TYPE 1; SEE DETAIL 7, SHEET SD3.9 CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 P2 1|2 P2 2|1 P2 2|1 P6 1|1 SIDEWALK, CONCRETE; SEE DETAIL 2, SHEET SD3.8 PLANT BED; SEE LANDSCAPE PLAN SIDEWALK, CONCRETE; SEE DETAIL 2, SHEET SD3.8 PLANT BED; SEE LANDSCAPE PLAN CYCLE TRACK INTERSECTION APPROACH; SEE DETAIL 1, SHEET SD3.13 P2 1|3 P2 2|1 P2 1|2 P2 1|3 P2 1|2 P2 1|2 P2 2|1 P2 1|3 P2 1|2 Pavers, Type 1 Color: 1 Pattern: Herringbone, 45° from Line 'M' Unit Paver Keynotes: Pavers, Type 1 Color: 1 Pattern: Soldier Course Border P1 1|1 P1 2|1 P2 1|1 Pavers, Type 6 Color: 1 Pattern: Running Bond P6 1|1 PX X|X Paver Type Color Designation Size/Pattern Designation Keynote Diagram: P1 1|2 Pavers, Type 1 Color: 1 Pattern: Herringbone, 90° from Line 'M' P1 1|3 Pavers, Type 1 Color: 2 Pattern: Herringbone, 90° from Line 'M' Pavers, Type 2 Color: 1 Pattern: Herringbone, 45° from Line 'M' Pavers, Type 2 Color: 1 Pattern: Soldier Course Border Pavers, Type 2 Color: 2 Pattern: Herringbone, 90° from Line 'M' P2 2|1 P2 1|2 Pavers, Type 2 Color: 1 Pattern: Herringbone, 90° from Line 'M' P2 1|3 P3 1|1 Pavers, Type 3 Color: 1 Pattern: Staggered Course Pavers, Type 3 Color: 2 Pattern: Staggered Course P3 2|1 Pavers, Type 4 Color: 1 Pattern: Modified Radial Course P4 1|1 Pavers, Type 5 Color: 1 Pattern: Straight Course P5 1|1 General Notes: 1. Refer to Unit Paver Unique Special Provision for additional information, including manufacturer and color designation. 2. Refer to Site Details for typical Paver Section Details. 3. Dimensions shown on the plans are only included to represent the typical patterns and joint locations. Dimensions shown for pavers are based on the nominal paver size. Verify actual dimension with the selected paver manufacturer. Refer to special provisions for mock-up of each condition that is required prior to beginning work. RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSPA CK AR KO 1"=10' SD3.6 1 SCALE: 1/4" = 1'-0" INTERSECTION PAVING DETAIL 8'23'2.51'5'R10'5.8'2.1'P1 1|1 P1 1|1 P8 1|1 P1 1|2 P1 1|2 P1 1|2 P1 1|2 P1 1|2 P7 1|1 5.52' 23' P8 1|1 P8 1|1 P8 1|1 0.5'6'2.7'2'P9 1|1 Pavers, Type 1 Color: 1 Pattern: Herringbone, 45° from Line 'M' Unit Paver Keynotes: Pavers, Type 1 Color: 1 Pattern: Soldier Course Border P1 1|1 P1 2|1 PX X|X Paver Type Color Designation Size/Pattern Designation Keynote Diagram: P1 1|2 Pavers, Type 1 Color: 1 Pattern: Herringbone, 90° from Line 'M' P1 1|3 Pavers, Type 1 Color: 2 Pattern: Herringbone, 90° from Line 'M' P1 1|1P1 1|1 R10'6'6'10'6'1.33'1.33'2'2'P1 1|2 P1 1|2 P1 1|2 P1 1|2 P1 2|1 2'P1 1|3 P1 1|2 P1 2|1 P1 1|3 P1 2|1 P7 1|1 P1 1|2 P8 1|1 P8 1|1 P1 1|1 PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) COMPACTED SUBGRADE 7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED 4,000 PSI/CIP CONCRETE FOUNDATION CURB, GRANITE, 6" WIDE x 6" DEEP, FLUSH 3 SCALE: 1" = 1'-0" CURB RAMP - SECTION AT RAMP 4"CURB, GRANITE, 6" WIDE, TYPE 1 (BEYOND) SEE DETAIL 1, SHEET SD3.9 4"4"COMPACTED SUBGRADE COMPACTED #53 AGGREGATE.6 3/4"2'-0" DETECTABLE WARNING SURFACE 3 4" ROLLED BITUMINOUS SETTING BED PAVER, TYPE 7. 2 14" CLAY PAVER WITH WARNING ELEMENTS, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 12" DEEP HEEL-GRADE SEALANT. COLD JOINT SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER W/ FILTER FABRIC. 6'-0"2'-3"1:12 MAX SLOPE 11"6"1'-0" 5 1/2" EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. ASPHALT PRIME COAT 4"4,000 PSI/CIP CONCRETE FOUNDATION R1" 5 1/2" 1'-0" VARIES VARIES; 4" MIN.4"4,000 PSI/CIP CONCRETE FOUNDATION, TYP. CURB, GRANITE, TYP., 6" WIDE, TYPE 1. SEE DETAIL 1, SHEET SD3.9 R1" 1 2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, TYP.11"VARIES 12" MIN. TOPSOIL, TYP., REFER TO SOIL PLANS34" ROLLED BITUMINOUS SETTING BED PAVER, TYPE 7. 2 14" CLAY PAVER WITH WARNING ELEMENTS, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 5'-0" 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 4 SCALE: 1" = 1'-0" CURB RAMP - SECTION AT DETECTABLE WARNING SURFACE COMPACTED SUBGRADE COMPACTED #53 AGGREGATE1'-4 1/4"2 3/4" 1"11"8"1" 2 3/4" HOLD FINISH GRADE 1" BELOW TOP OF CURB, SEE SOIL DETAILS 7" L x 12" Ø STAINLESS STEEL DOWELS, TYP. 2 PER STONE; MIN 3" EMBEDMENT. ASPHALT PRIME COAT PAVER, TYPE 7. 2 14" CLAY PAVER WITH DETECTABLE WARNING SURFACE, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. 5 SCALE: 1/2" = 1'-0" CURB RAMP - PLAN PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 2 CURB, GRANITE, 6" WIDE, FLUSH3SD3.74 SD3.7 TOPSOIL / PLANTING BED, TYP., SEE SOIL PLANS & DETAIL 2, SHEET SD5.8 SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, W/ 12" DEEP HEEL-GRADE SEALANT CURB, GRANITE, 6" WIDE, TYPE 1 SEE DETAIL 1, SHEET SD3.9 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, W/ 12" DEEP HEEL-GRADE SEALANT CURB, GRANITE, 6" WIDE, TYPE 1 SEE DETAIL 1, SHEET SD3.9 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, W/ 12" DEEP HEEL-GRADE SEALANT Pavers, Type 7 Color: 1 Pattern: Straight Course P7 1|1 Pavers, Type 8 Color: 1 Pattern: Soldier Course, Parallel Parking Space Designation P8 1|1 Pavers, Type 9General Notes: 1. Refer to Unit Paver Unique Special Provision for additional information, including manufacturer and color designation. 2. Refer to Site Details for typical Paver Section Details. 3. Dimensions shown on the plans are only included to represent the typical patterns and joint locations. Dimensions shown for pavers are based on the nominal paver size. Verify actual dimension with the selected paver manufacturer. Refer to special provisions for mock-up of each condition that is required prior to beginning work. RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSPA CK AR KO 1"=10' SD3.7 1 SCALE: 1/4" = 1'-0" PARALLEL PARKING DETAIL 2 SCALE: 1/4" = 1'-0" MID-BLOCK CROSSING DETAIL 1 SCALE: 1" = 1'-0" CONCRETE JOINTING DETAIL NOTES: 1.EXPANSION JOINT MATERIAL SHALL BE "ZIP-STRIP" EXPANSION MATERIAL WITH REMOVABLE CAP BY GREENSTREAK OR APPROVED EQUAL. 2.ALL CONTRACTION AND EXPANSION JOINTS ARE TO BE PERPENDICULAR TO THE EDGE OF WALK. 3.ALIGN JOINTS IN CURBS AND ADJACENT WALKS. 4.IF JOINTING IS NOT SHOWN OR NOTED ON PLANS, PROVIDE A CONCRETE JOINTING SHOP DRAWING TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ANY POURING. 1/4"1/4 SLABDEPTHEXPANSION JOINT PLACE AT MAXIMUM SPACING OF 50' O.C. IN WALKS AND IN CURBS, U.N.O. PLACE EXPANSION JOINT WHERE NEW CONCRETE WALKS MEET EXISTING PAVEMENTS, AT ALL STRUCTURES, AND AT ALL POINTS OF CURVATURE. CONTRACTION JOINT MAY BE SAWN OR TOOLED. PLACE AT MAXIMUM SPACING OF 6' O.C. IN WALKS (U.N.O.). WITHIN EACH RUN, MAKE SPACES EQUAL. 1/2" 12" LONG SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. 1/2"Ø IN 4" WALKS; 5/8"Ø IN THICKER SLABS. TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL. 1/2"1/2"1/2'' DEEP HEEL-GRADE SEALANT. (OMIT BENEATH PAVERS) 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. 1/2'' DEEP SEALANT OVER BOND BREAKER TAPE. CONSTRUCTION JOINT PLACE AS INDICATED ON DRAWINGS. 1/2" TOOLED SCORE. TOOLED SCORE BRUSH OUT MARKS FROM TROWEL ON EITHER SIDE OF TOOLED SCORE, LEAVING ONLY THE TOOLED SCORE SMOOTH. WITHIN TOOLED SCORE, ALL CONTRACTION AND EXPANSION JOINTS ARE TO BE PERPENDICULAR TO EDGE OF WALK. 1'-0" 2" 4 1/4"18"BEDDING COURSE AGGREGATE, #11 STONE BASE COURSE AGGREGATE, #8 STONE SUB-BASE COURSE AGGREGATE, #2 STONE; IN 9" LIFTS 2 3/4" SUBGRADE TREATMENT, TYPE III 3 SCALE: 1" = 1'-0" PAVERS, TYPE 1 (PERMEABLE)2'-3"GEOGRID. INTEGRALLY FORMED, POYPROPYLENE, BI-AXIAL; SEE SPECIFICATION AASHTO CLASS 2 NON-WOVEN GEOTEXTILE FABRIC 9"9"JOINT FILLER AGGREGATE: OPEN-GRADED, CRUSHED, ANGULAR STONE FREE OF FINES, 18" TO 316" GRANITE CHIP PAVER, TYPE 1, 2 34" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SEE PLANS FOR PATTERN AND COLOR 4 PAVERS, TYPE 2 (NON-PERMEABLE) PAVER, TYPE 2, 2 34" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN AND COLOR. 1" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN THREE 3 IN. LIFTS.9"9"3 3/4"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC. ASPHALT PRIME COAT.6"INDOT TYPE 1B GEOGRID. INTEGRALLY FORMED, POLYPROPYLENE, BI-AXIAL. SUBGRADE TREATMENT, TYPE II, (UNDISTRIBUTED) SUBGRADE TREATMENT, TYPE III SCALE: 1" = 1'-0" PCCP, 9 IN.3" LIFT,TYP.5 PAVERS, TYPE 3, TYPE 4, TYPE 5, TYPE 6 (GRANITE) SUBGRADE TREATMENT TYPE III COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN TWO 3 IN. LIFTS.6"6"3 3/4"3"3"SCALE: 1" = 1'-0" PAVER, TYPE 3, TYPE 4, TYPE 5, & TYPE 6, 3" GRANITE PAVER, 1 8" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN. 3/4" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. 1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT LOW POINTS (FIELD LOCATE). FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC. PCCP, 6 IN. ASPHALT PRIME COAT. GENERAL NOTES: 1.SECTION APPLIES TO PAVERS TYPE 3, TYPE 4, TYPE 5 AND TYPE 6. SEE SPECIAL PROVISION FOR MORE INFORMATION. 2.PAVERS, TYPE 4: SEE DETAIL 8, THIS SHEET FOR RADIAL CUT PATTERN 3.EXTEND PCCP 3" BEYOND EDGE OF PAVERS WHERE ABUT FUTURE PHASES OF PROJECT TO ACCOMMODATE EDGE RESTRAINT ANCHOR. PAVER EDGE RESTRAINT10SCALE 1/4" = 1" AXONOMETRIC VIEW ANCHOR CONNECTOR SECTION ANCHOR 3"± 13/16" PAVER RESTRAINT EDGING PAVER, TYPE (VARIES, SEE PLANS) HOLD DOWN FINISH GRADE (TOP OF MULCH) IN LAWN & PLANT BED AREAS 1" BELOW TOP OF PAVEMENT DIMENSIONS SHOWN ON PLANS FOR SIDEWALK WIDTH ARE TO THIS POINT RAMSET/HILTI OR APPROVED EQUAL 1" NAIL MINIMUM 3" FROM EDGE OF CONCRETE, 12" O.C., TYP. 3/4" ROLLED BITUMINOUS SETTING BED. PCCP, 4 IN GENERAL NOTES: 1.PAVER EDGE RESTRAINT SHALL BE USED WHERE PAVERS ARE ADJACENT TO PLANTED AREAS, SEE SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS. 2.THE VERTICAL LEG OF THE EDGE RESTRAINS SHALL NOT EXTEND ABOVE THE TOP ELEVATION OF THE PAVER. 3.THE VERTICAL LEG OF THE EDGE RESTRAINT SHALL EXTEND TO TO COVER A MINIMUM OF 34 OF THE TOTAL THICKNESS OF THE PAVER IN THE FINISH CONDITION. 4.IF THE EDGE IF THE PCCP, 4 IN UNDER PAVERS EXTENDS BEYOND THE EDGE OF THE PAVERS BY MORE THAN 4 INCHES THE EXCESS SHALL BE SAW CUT AND REMOVED AT NO ADDITIONAL COST TO THE CONTRACT. 5.EXTEND PCCP 3" BEYOND EDGE OF PAVERS WHERE ABUT FUTURE PHASES OF PROJECT TO ACCOMMODATE EDGE RESTRAINT ANCHOR. 4"' 37 8"' 311 16"' 3 9 16"' 3 7 16"' 31 4"' 31 8"'2'R18'R20' 18" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS PAVER, TYPE 4. GRANITE PAVERS, WEDGE-CUT RADIAL COURSE (typ.) PAVER, TYPE 4; STANDARD COURSE (typ.) GENERAL NOTES: 1.REFER TO UNIT PAVER UNIQUE SPECIAL PROVISION FOR ADDITIONAL INFORMATION, INCLUDING MANUFACTURE AND COLOR DESIGNATION. 2.REFER TO DETAIL 5, THIS SHEET FOR TYPICAL PAVER SECTION DETAIL. 3.FOR MODIFIED RADIAL COURSE, ALTERNATE STANDARD COURSE WITH WEDGE-CUT, RADIAL COURSE 4.SEE DETAIL FOR WEDGE-CUT, RADIAL COURSE DIMENSIONS 5.MODIFIED RADIAL COURSE TO FIT 20' OUTSIDE RADIUS AND 18' INSIDE RADIUS 6 PAVERS, TYPE 9 (2" ASPHALT) SCALE: 1" = 1'-0" PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. 3/4" ROLLED BITUMINOUS SETTING BED. PCCP, 4IN. MIN.VARIES; 4" MIN.4"2 3/4"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC. COMPACTED SUBGRADE COMPACTED #53 AGGREGATE. CONCRETE DEPTH VARIES DEPENDENT ON CONDITION. SEE DETAILS 2 & 3 ON SHEET SD3.13. ASPHALT PRIME COAT. 7 PAVERS, TYPE 10 (3" ASPHALT) SCALE: 1" = 1'-0" PAVER, TYPE 10 (3" ASPHALT), HAND-TIGHT BUTT JOINTS, SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. NEOPRENE MODIFIED ASPHALT ADHESIVE PCCP, 9 IN.9"3"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC COMPACTED SUBGRADE COMPACTED AGGREGATE #53 BASE. COMPACTED IN THREE 3 IN. LIFTS 3/4" ROLLED BITUMINOUS SETTING BED ASPHALT PRIME COAT 3"3"3 3/4"R0.125" R0.0625" 2 1/8" 4" 1 5/8" 1/4"8"1 1/2" 4" 2 1/4" 1/4" 7 3/4"1/4"1/4" 1/2" 4"3 3/16" 18" BEVEL LUG (TYP.) SEE DETAIL 7 3/4"1/4"1/4" 1/2" 4"3 3/16" 2 3/4" 1 8" BEVELTOP OF LUG TO FOLLOW BEVEL 8"2 34"8"0.25"0.06" 9 PAVER, TYPE 8 (PARKING) SCALE: 3" = 1'-0" LUG DETAIL PAVER, TYPE 8, 3" ASPHALT PAVER, HAND-TIGHT BUTT JOINTS, JOINT FILLER AGGREGATE IN JOINTS, SEE PLANS FOR PATTERNS GENERAL NOTES: 1.INSTALLATION CROSS SECTION SHALL BE SIM. DETAIL 3, THIS SHEET. 11 DRIVE APPROACH COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN THREE 3 IN. LIFTS.9"9"3"3"3"SUBGRADE, COMPACTED TO 95% PROCTOR SCALE: 1" = 1'-0" PCCP, 9 IN. SCALE: 1" = 1'-0" SIDEWALK, CONCRETE HOLD DOWN FINISH GRADE AS FOLLOWS: 1/2" IN SEED LAWNS 1" IN SOD LAWNS & PLANT BEDS 4,000 P.S.I. C.I.P. CONCRETE SIDEWALK W/ TRANSVERSE MEDIUM BROOM FINISH.4"4"REFER TO "CONCRETE JOINTING DETAIL", TYP. REFER TO PLANS FOR SCORING PATTERNS. COMPACTED SUBGRADE COMPACTED #53 AGGREGATE. 2 SCALE: 1" = 1'-0" SIDEWALK, CONCRETE - 6" HOLD DOWN FINISH GRADE AS FOLLOWS: 1/2" IN SEED LAWNS 1" IN SOD LAWNS & PLANT BEDS 4,000 P.S.I. C.I.P. CONCRETE BASE W/ TRANSVERSE MEDIUM BROOM FINISH.6"4"REFER TO "CONCRETE JOINTING DETAIL", TYP. REFER TO PLANS FOR SCORING PATTERNS. COMPACTED SUBGRADE COMPACTED #53 AGGREGATE. 12 RECOMMENDED FOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILS PA CK PA KO 1"=10' SD3.8 8 SCALE: 1" = 4" PAVER, TYPE 4; MODIFIED RADIAL COURSE DETAIL CROSSROAD ENGINEERS, PC Transportation & Development Consultants 3714 Sherman Drive, Beech Grove, Indiana 46107 TE [317] 780.7555 www.crossroadengineers.com 1 SCALE: 1" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 1 - SECTION 1/2" R1" SUSPENDED PAVEMENT ASSEMBLY. SEE DETAILS, SHEET SD5.6 PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. 4,000 PSI/CIP CONCRETE FOUNDATION COMPACTED SUBGRADE CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH 7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. R1"TREE GRATE & FRAME SEE DETAILS, SHEET SD3.11 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL 12" DEEP HEEL-GRADE SEALANT PLANT BED. SEE SOIL AND LANDSCAPE PLANS FOR DETAILS ROOTBALL 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) 6" 6" 6" 3 3/4" 11" 6"1'-0" CONDITION ADJACENT TO SIDEWALK CONDITION ADJACENT TO TREE GRATES & PLANT BEDS 5 1/2" 6"6"1'-0" 6" 11" 5 1/4" 1'-2" 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. 4,000 PSI/CIP CONCRETE FOUNDATION #5 BENT L-BAR 1'-2" PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH 7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) COMPACTED SUBGRADE 12" DEEP HEEL-GRADE SEALANT 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. TOPSOIL, AMENDED BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR, 2 SCALE: 1/2" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO SIDEWALK) 6"1SD3.9PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8. CURB, GRANITE, 6" WIDE, TYPE 1. SIDEWALK, CONCRETE, SEE DETAIL 2, SHEET SD 3.8. 4,000 PSI/CIP CONCRETE FOUNDATION 1 2" TAR IMPREGNATED NON- EXTRUDING EXPANSION JOINT MATERIAL, SEALED 5 SCALE: 1/2" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 2 - PLAN 5' [+/-] SQ. TREE GRATE 3SD3.9CURB, GRANITE, 6" WIDE, TYPE 2.3SD3.96 SD3.96" PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8. CURB, GRANITE, 6" WIDE, TYPE 1. SIDEWALK, CONCRETE, SEE DETAIL 2, SHEET SD 3.8. 12" TAR IMPREGNATED NON- EXTRUDING EXPANSION JOINT MATERIAL, w/ 12" DEEP HEEL-GRADE SEALANT 5' SQ. TREE GRATE TYPE 1, SEE DETAIL 1, SHEET 3.11 EXTENT OF CONCRETE FOOTING BELOW TYP. 14" X 3" X 2" TAB W/ 916" HOLE FOR 12" CONCRETE ANCHOR AT TREE GRATE FRAME 34"X 2" CONTINUOUS FLAT BAR AT TREE GRATE FRAME TREE GRATE PERIMETER FRAME 1'-0" 3" 2'-0" CURB CUT 3" 1'-0" 3"3" 3" 2" 4,000 PSI/CIP CONCRETE FOUNDATION CURB PLATE, SEE DETAIL 7, SHEET SD3.11 R1"TREE GRATE & FRAME SEE DETAILS, SHEET SD3.11 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED ROOTBALL 4" MIN. R1" ROOTBALL 3 SCALE: 1" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 2 - SECTION CONDITION AT TREE GRATE (NOT IN CURB CUT) CONDITION AT CURB CUT PLANT BED. SEE SOIL AND LANDSCAPE PLANS FOR DETAILS 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. 4,000 PSI/CIP CONCRETE FOUNDATION EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. 6"6"1'-0" 6"6"1'-0" 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. 4,000 PSI/CIP CONCRETE FOUNDATION EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. 11" 4" CURB PLATE, SEE DETAIL 7, SHEET SD3.11 GRANITE CURB CUT TO HAVE TAPERED CHUTE; MIN. 4" CLEAR FROM TREE GRATE FLAT BAR CURB, GRANITE, 6" WIDE, TYPE 2, DEPTH VARIES 7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) COMPACTED SUBGRADE 1'-0" 6" PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 6" 5 1/2" TREE GRATE FLAT BAR 4 5/16" TREE GRATE & FRAME SEE DETAILS, SHEET SD3.11 1 2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED PLANT BED. SEE SOIL AND LANDSCAPE PLANS FOR DETAILS 7" L x 1 2" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) COMPACTED SUBGRADE 1'-0" 6" 6" PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 5 1/2"CURB, GRANITE, 6" WIDE, TYPE 2, 1'-0" DEPTH 11" 9 1/4" TOPSOIL, AMENDED BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR, TOPSOIL, AMENDED BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR, 4 SCALE: 1/2" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO TREE GRATES & PLANT BEDS) 5' [+/-] SQ. TREE GRATE 6"1SD3.9PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8. CURB, GRANITE, 6" WIDE, TYPE 1. SIDEWALK, CONCRETE, SEE DETAIL 2, SHEET SD 3.8. 4,000 PSI/CIP CONCRETE FOUNDATION TREE GRATE PERIMETER FRAME TYP.14" X 3" X 2" TAB W/ 916" HOLE FOR 12" CONCRETE ANCHOR AT TREE GRATE FRAME 3 4"X 2" CONTINUOUS FLAT BAR AT TREE GRATE FRAME12" TAR IMPREGNATED NON- EXTRUDING EXPANSION JOINT MATERIAL, w/ 12" DEEP HEEL-GRADE SEALANT 1'-6"1'-6"1'-6" 3"3" 5' SQ. TREE GRATE TYPE 1, SEE DETAIL 1, SHEET 3.11 EXTENT OF CONCRETE FOOTING BELOW 6 SCALE: 1/2" = 1'-0" CURB, GRANITE, 6" WIDE, TYPE 2 - ELEVATION 5' [+/-] SQ. TREE GRATE (BEYOND) 4,000 PSI/CIP CONCRETE FOUNDATION 2'-0" CURB CUT 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) 2" ANGLE STOCK PERIMETER FRAME 34"X 2" CONTINUOUS FLAT BAR CURB, GRANITE, 6" WIDE, TYPE 1. CURB PLATE, GRANITE CURB TO ACCEPT CURB PLATE AND MAINTAIN FLUSH CONDITION, SEE DETAIL 7, SHEET SD3.11 4,000 PSI/CIP CONCRETE FOUNDATION TO EXTEND BEHIND GRANITE CURB SEE DETAIL 1, SHEET SD3.9 1 2" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED, (TYP.) 7" L x 1 2" Ø STAINLESS STEEL DOWELS, TYP. 2 PER STONE; MIN 3" EMBEDMENT. TOP OF CONCRETE FOUNDATION LOWERED AT CURB CUT GRANITE CURB CUT TO HAVE TAPERED CHUTE; MIN. 4" CLEAR FROM TREE GRATE FLAT BAR 3 8" HEAD JOINT BETWEEN PIECES, BACKER ROD AND SEAL(TYP.) 2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 3" CLEAR. CURB, GRANITE, 6" WIDE, TYPE 1. 8" 11" 1" 1'-0" 1'-4 1/4" 2" 11" 9 1/4" 3 3/4" 1'-3" COMPACTED SUBGRADE 4" MIN. 6" 1'-0" PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8 38" HEAD JOINT BETWEEN PIECES, BACKER ROD AND SEAL(TYP.) 12" WIDE EDPM WATERPROOF MEMBRANE ADHERED TO STONE AND LAPPED OVER JOINT A MIN. OF 6 IN. CRIMP ANCHOR (2 PER PIECE) 3 - #5 CONTINUOUS ALONG CURB 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) 3 - #5 CONTINUOUS ALONG CURB 4,000 PSI/CIP CONCRETE FOUNDATION COMPACTED SUBGRADE CURB, GRANITE, 12" WIDE, TYPE 1, 8" DEPTH 7" L x 1 2" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT.R2"2'-3" 7 SCALE: 1" = 1'-0" CURB, GRANITE, 12" WIDE, TYPE 1 EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. 8 SCALE: 1" = 1'-0" CURB, GRANITE, 12" WIDE, TYPE 2 12" WIDE EDPM WATERPROOF MEMBRANE ADHERED TO STONE AND LAPPED OVER JOINT MIN. 6 IN. CRIMP ANCHOR (2 PER PIECE) 3 - #5 CONTINUOUS ALONG CURB 1" MORTAR BED. STRIKE AND CONSOLIDATE BED JOINTS, RAKE AND SEAL (TYP.) 3 - #5 CONTINUOUS ALONG CURB 4,000 PSI/CIP CONCRETE FOUNDATION 1'-0" 7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE; MIN 3" EMBEDMENT. ROOTBALL 6" 2'-3" TOPSOIL, AMENDED, SEE SPECIFICATIONS. CURB, GRANITE, 12" WIDE, TYPE 1, 6" DEPTH COMPACTED SUBGRADE EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8. TOPSOIL, AMENDED BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR, RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSAR CK AR KO AS SHOWN SD3.9 SOLDIER COURSE; PAVER, TYPE 1, COLOR 1 45° HERRING BONE PATTERN; PAVER, TYPE 1, COLOR 1 CURB, GRANITE, 12" WIDE, TYPE 2 4 SCALE: 1" = 1'-0" PERMEABLE ROADWAY - SINGLE LANE CROSS SECTION (1ST STREET SW TO MAIN STREET) SUBGRADE, COMPACTED TO 95% PROCTOR. ROOTBALL SOLDIER COURSE; PAVER, TYPE 1, COLOR 1 CURB, GRANITE, 12" WIDE, TYPE 2 PAVER, TYPE 1 1'-0" CURB, GRANITE, 12" WIDE, TYPE 2 SET ON MORTAR BED, SEE DETAIL 8, SHEET SD3.9 12" WIDE EDPM WATERPROOF MEMBRANE ADHERED TO STONE AND LAPPED OVER JOINT A MIN. OF 6 IN. CRIMP ANCHOR (2 PER PIECE)CRIMP ANCHOR (2 PER PIECE) 6" 2'-3" 6"1'-0" 2 3/4" 2" 4 1/4" 1'-6" CONCRETE FOUNDATION, REINFORCED, SEE DETAIL 8, SHEET SD3.9 TOPSOIL, AMENDED, SEE SPECIFICATIONS. TOPSOIL, AMENDED BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR, 10'-0"1'-0"1'-0" ADJACENT PLAZA (BY OTHERS) ADJACENT PLAZA (BY OTHERS)AT GRADE PLANTER SECTION PLAN 1'-0"10'-0" CURB, GRANITE, 12" WIDE, TYPE 2 SET ON MORTAR BED, SEE DETAIL 8, SHEET SD3.9 EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION JOINT FILLER AGGREGATE CONCRETE FOUNDATION, REINFORCED, SEE DETAIL 8, SHEET SD3.9 EXTEND GEOTEXTILE AND GEOGRID UNDER CONCRETE FOUNDATION BEDDING COURSE AGGREGATE, #11 STONE BASE COURSE AGGREGATE, #8 STONE SUB-BASE COURSE AGGREGATE, #2 STONE; IN 9" LIFTS AASHTO CLASS 2 NON-WOVEN GEOTEXTILE FABRIC GEOGRID. INTEGRALLY FORMED, POYPROPYLENE, BI-AXIAL; SEE SPECIFICATION SUBGRADE, COMPACTED TO 98% PROCTOR 5 SCALE: 1" = 1'-0" TRANSITION FROM PAVERS, TYPE 1 TO EXISTING ASPHALT ROADWAY 1'-0" 2 5/8" 2" 4 1/4" 1'-6" 1'-0" 6" COMPACTED #53 AGGREGATE FLUSH (14" DIFFERENCE MAX.) 14" RADIUS EDGE (TYPICAL) #5 EPOXY-COATED REBAR CONT. W/ #4 BANDS AT 3'-0" O.C.; 3" CLEAR MIN. ON ALL SIDES TEMPORARY PCCP 12 IN, BAND. TRANSVERSE MEDIUM BROOM FINISH. SAWCUT CONTRACTION JOINTS 1'-0" O.C. BEDDING COURSE AGGREGATE, #11 STONE BASE COURSE AGGREGATE, #8 STONE SUB-BASE COURSE AGGREGATE, #2 STONE; IN 9" LIFTS GEOGRID. INTEGRALLY FORMED, POYPROPYLENE, BI-AXIAL; SEE SPECIFICATION AASHTO CLASS 2 NON-WOVEN GEOTEXTILE FABRIC JOINT FILLER AGGREGATE PAVER, TYPE 1 EXTEND GEOGRID UNDER PCCP BAND TEMPORARY ASPHALT TRANSITION; MAX SLOPE 5% MATCH EXISTING GRADE EXISTING ROADWAY PAVEMENT PAVERS, TYPE VARIES; SEE PLANS 1/2" SEALED EXPANSION JOINT #5 EPOXY-COATED REBAR CONT. W/ #4 BANDS AT 3'-0" O.C.; 3" CLEAR MIN. ON ALL SIDES PCCP 12 IN, BAND. TRANSVERSE MEDIUM BROOM FINISH. SAWCUT CONTRACTION JOINTS 1'-0" O.C. UNLESS NOTED OTHERWISE 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS AT 24'' O.C., ONE END GREASED COMPACTED #53 AGGREGATE, ON COMPACTED SUBGRADE 1 SCALE: 1" = 1'-0" PCCP 12 IN., BAND FLUSH. (14" DIFFERENCE MAX.) 14" RADIUED EDGE (TYPICAL) ROADWAY PAVEMENT CONDITION ADJACENT TO DRIVE APPROACH 6" 6" 3 3/4" 1'-0" 6" 1'-0" 2 CURB, CONCRETE SCALE: 1" = 1'-0"1'-6"0 - 6"R1" 6"1"4,000 PSI CONCRETE. MACHINE-FORMED CURBS ARE PERMISSIBLE WITH FIBER REINFORCING IN LIEU OF REBAR. DOWELS AT EXPANSION JOINTS ARE STILL REQUIRED. LIGHT BROOM FINISH. SAWN CONTRACTION JOINTS AT 6' O.C. U.N.O. (2) #4 BARS, TOP AND BOTTOM. PROVIDE TWO (2) 18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL REINFORCING, 2" CLEAR. FINISH GRADE OF PAVEMENT, VARIES TOPSOIL, REFER TO SOILS PLANS. 3 CURB, CONCRETE, GUTTER GENERAL NOTES: 1. INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE 2. CURE ALL EXPOSED SURFACES 3. CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1 3" 4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE 5. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. 6. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 7. SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. SCALE: 1" = 1'-0" 6"1'-6"7 1/2"6"2'-0" R1" R2"6 7/8"3/4"1'-1 1/2"R1" CLASS A CONCRETE 6" TOPSOIL MIN., REFER TO SOILS PLANS. COMPACTED BACKFILL RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSLW PA LW KO AS SHOWN SD3.10 1 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 1 - ENLARGEMENT PLAN EQ.EQ. 5' [+/-] SQ. TREE GRATE 5'-0" BIKE LANE 6"6"6" UNDER DRAIN, SOIL CELL. 6" 1'-2" 2 3/4" 5" MIN. TREE PLANTING. REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' SQ. TREE GRATE, TYPE 1, RAW DUCTILE IRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") 2" DEEP STONE LAYER, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET CYCLE TRACK. SEE SHEET SD3.13 FOR DETAILS. PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 1, SEE DETAIL 1, SHEET SD3.9 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET 3 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 1 - SECTION 4 SCALE: 1/2" = 1'-0" TREE GRATE, TYPE 2 (WITH CURB INLET) - SECTION PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 1, SEE DETAIL 1, SHEET SD3.9 TYP. 14" X 3" X 2" TAB W/ 916" HOLE FOR 12" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER 2 SCALE: 1/2" = 1'-0" TREE GRATE TYPE 2 (WITH CURB INLET) - ENLARGEMENT PLAN 4 SD3.11 EQ.EQ. 5' [+/-] SQ. TREE GRATE 5'-0" BIKE LANE 6"6"6" 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET CAST IRON CURB PLATE OVER CURB CUT, DRILL AND ANCHOR INTO CURB SEE DETAIL 7, THIS SHEET 3 SD3.11 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET GENERAL NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS. 4" 5' SQ. TREE GRATE, TYPE 2, RAW DUCTILE IRON w/BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") PAVING JOINT, TYP. SEE SITE LAYOUT PLAN & DETAIL 1, SHEET SD3.8 SIDEWALK, CONCRETE, SEE DETAIL 2, SHEET SD 3.8 5' SQ. TREE GRATE, TYPE 1, RAW DUCTILE IRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") COMPACTED SUBGRADE 1'-6" 1'-6" 1'-6" 3" 3" 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET CONCRETE FOUNDATION FOR CURB ANGLE STOCK PERIMETER FRAME 34"X 2" CONTINUOUS FLAT BAR CYCLE TRACK. SEE DETAILS, SHEET SD3.13 1'-0" 3" 2'-0" 3" 1'-0" 3" 3" 3" 2" 2" TYP. 14" X 3" X 2" TAB W/ 916" HOLE FOR 12" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET CONCRETE FOUNDATION FOR CURB ANGLE STOCK PERIMETER FRAME 34"X 2" CONTINUOUS FLAT BAR 2'-0" CURB CUT 2'-8" CURB PLATE 5' SQ. TREE GRATE, TYPE 2, RAW DUCTILEIRON w/ BLACK POWDER COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1") 2" DEEP STONE LAYER, REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "A" ANCHORS ON (3) SIDES, SEE DETAIL 5, THIS SHEET CYCLE TRACK, SEE SHEETSD3.13 FOR DETAILS. 2 3/4" 5" MIN. TOPSOIL, SUSPENDED PAVEMENT, SEE SOILS PLAN AND SOILS DETAILS TOPSOIL, AMENDED SEE SOILS DETAILS UNDER DRAIN, SOIL CELL. COMPACTED SUBGRADE PERMEABLE PAVERS, SEE DETAIL 4, SHEET SD3.8 GRANITE CURB, 6" WIDE, SEE DETAIL 3, SHEET SD3.8 5' SQ. TREE GRATE FRAME, MILD STEEL w/ BLACK POWDER COAT, TYPE "B" ANCHORS ON (1) SIDE. SEE DETAIL 6, THIS SHEET PAVING JOINT, TYP.SEE SITE LAYOUT PLAN & DETAIL 1, SHEET SD3.8 SIDEWALK, CONCRETE, SEE DETAIL 2, SHEET SD 3.8 CYCLE TRACK. SEE DETAILS, SHEET SD3.13 PERMEABLE PAVERS, SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 2, SEE DETAIL 3, SHEET SD3.9 CURB, GRANITE, 6" WIDE, TYPE 2. SEE DETAIL 3, SHEET SD3.9 GENERAL NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS. TREE PLANTING. REFER TO PLANTING DETAILS FOR ADDITIONAL REQUIREMENTS SUSPENDED PAVEMENT ASSEMBLY. SEE SOILS PLAN AND SHEET SD5.6 FOR DETAILS. 6" 1'-2" 1'-6" (+/- 5 8") OPENING 1'-6" (+/- 5 8") OPENING 3 3/4" TOPSOIL, AMENDED SEE SOILS DETAILS 5 SCALE: 1 1/2" = 1'-0" TYPE "A" TREE GRATE FRAME ANCHOR - ENLARGEMENT APPRO X. 1 8" O. C. ANGLE STOCK PERIMETER FRAME #3 REBAR EMBEDMENT ANCHOR, EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. TREE GRATE TYP. #3 REBAR EMBEDMENT ANCHOR 6" TYP. OVERALL LENGTH ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. CONCRETE EDGE, SEE ENLARGED PLAN FOR TYPE 45° 6" MIN. 6" MIN. SECTION ISOMETRIC TREE GRATE ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS AND MAINTAIN 3 34" HIGH EDGE PROFILE. 3 3/4" CURB, GRANITE - 6" WIDE. SEE DETAILS SHEET 3.9 12" EXPANSION JOINT (SEALED) APPRO X. 1 8" O. C. ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. ANGLE TAB, EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. OR AS SPECIFIED1'-0" 6 SCALE: 1 1/2" = 1'-0" TYPE "B" TREE GRATE FRAME ANCHOR- ENLARGEMENT 2 34"2 34" 1" MORTAR BED TYP. 14" X 3" X 2" TAB w/ 916" HOLE FOR 12" CONCRETE ANCHOR. INSTALL PER MFR. INST., ANCHOR PROVIDED BY INSTALLER 34"X 2" CONTINUOUS FLAT BAR TO PROVIDE EXTRA LOADING ALONG CURB 34"X 2" CONTINUOUS FLAT BAR GENERAL NOTES: 1. ANGLE TAB SPACING SHALL BE SPACED TO ACCOMMODATE CURB INLET. 2. CUSTOM TAB SIZING SHALL ALLOW FOR ADEQUATE ANCHORING INTO CONCRETE FOUNDATION FOR CURB. 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. SECTION ISOMETRIC CONCRETE FOUNDATION FOR CURB 7 SCALE: 1 1/2" = 1'-0" CAST IRON PLATE AT CURB CUT - ENLARGEMENT 2'-8" X 6" X 2532" TH. CAST IRON CURB PLATE, CAST GRAY IRON ASTM A-48, CLASS 35B, BLACK POWDER COATED, BY NEENAH FOUNDRY, OR ACCEPTABLE ALTERNATE; SEE PLANS FOR LOCATIONS 5' SQ. TREE GRATE, TYPE 2, SEEDETAIL 2 & 4, THIS SHEET 5' SQ. TREE GRATE FRAME w/ TYPE "B" ANCHORS, SEE DETAIL 6, THIS SHEET. 2"2" 2'-0" CURB CUT CURB, GRANITE, 6" WIDE, TYPE 2. GRANITE CURB TO ACCEPT CURB PLATE AND MAINTAIN FLUSH CONDITION 4"4"GRANITECURB, 6" WIDE, BEYOND 6" 1 3/16" 4 1/32"25/32" GENERAL NOTES: 1. RADIUS SHALL MATCH CURB RADIUS. 2. CURB PLATE SHALL BE POWDER COATED BLACK TO MATCH TREE GRATE. 3. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. R1"4"MIN.SECTION AT CURB OPENING 25/32" 25/32" 6"3" 3"2"(2) 916" THRU HOLE COUNTERSUNK FOR 12" FLAT HEAD CAP SCREW (2) 916" THRU HOLE COUNTERSUNK FOR 12" FLAT HEAD CAP SCREW R1" 1 3/16" 25/32" CAST IRON CURB PLATE ISOMETRIC SECTION THRU CURB PLATE CAST IRON CURB PLATE 1 31/32" 25/32"1 3/16" 1 3/4" RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSLW PA LW KO AS SHOWN SD3.11 SUBGRADE, COMPACTED TO 98% PROCTOR CURB (BEYOND) PAVER, TYPE 2. 2 34" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN. 3/4" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. ASPHALT PRIME COAT. DOUBLE SOLDIER COURSE; PAVER, TYPE 2 DOUBLE SOLDIER COURSE; PAVER, TYPE 2 45° HERRING BONE PATTERN; PAVER, TYPE 1 45° HERRING BONE PATTERN; PAVER, TYPE 2 PCCP, 9 IN. COMPACTED AGGREGATE NO. 53 BASE. INDOT TYPE 1B GEOGRID. INTEGRALLY FORMED, POLYPROPYLENE, BI-AXIAL. SUBGRADE, COMPACTED TO 98% PROCTOR 34" x 3 12" x 14" THICK STEEL ANGLE. ANCHOR WITH 1" LONG RAMSET/HILTI OR APPROVED EQUAL NAIL 12" O.C, TYPICAL. 1 SCALE: 1" = 1'-0" TRANSITION FROM PAVERS, TYPE 1 TO PAVERS, TYPE 2 90° HERRING BONE PATTERN; PAVER, TYPE 2 SECTION PLAN 2 3/4" 2" 4 1/4" 1'-6" 3'-0" 6" 8" 2 1/2" 8 1/2" 1/2" 10'-0" 2 3/4" 1" 9" 9" 6" 1'-4"1'-4" 1'-4"10'-0"1'-4"3'-0" PCCP, 8" THICK, MIN. JOINT FILLER AGGREGATE PAVER, TYPE 1BEDDING COURSE AGGREGATE, #11 STONE BASE COURSE AGGREGATE, #8 STONE SUB-BASE COURSE AGGREGATE, #2 STONE; IN 9" LIFTS GEOGRID. INTEGRALLY FORMED, POYPROPYLENE, BI-AXIAL; SEE SPECIFICATION AASHTO CLASS 2 NON-WOVEN GEOTEXTILE FABRIC TRANSITION FROM PAVER TYPE 1 TO PAVER TYPE 2 EDGE OF PCCP BELOW 3 4" x 3 1 2" x 1 4" THICK STEEL ANGLE. ANCHOR WITH 1" LONG RAMSET/HILTI OF APPROVED EQUAL NAIL 12" O.C, TYPICAL. TO BE REMOVED AT PHASE 1B CONSTRUCTION. 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. TO BE CORED AND INSTALLED AT FUTURE PHASE 1B CONSTRUCTION. 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL. SOLDIER COURSE; PAVER, TYPE 2, COLOR 1 SOLDIER COURSE; PAVER, TYPE 2, COLOR 1 90° HERRING BONE PATTERN; PAVER, TYPE 2, COLOR 2 90° HERRING BONE PATTERN; PAVER, TYPE 2, COLOR 1 90° HERRING BONE PATTERN; PAVER, TYPE 2, COLOR 2 90° HERRING BONE PATTERN; PAVER, TYPE 2, COLOR 1 90° HERRING BONE PATTERN; PAVER, TYPE 2, COLOR 2 PAVER, TYPE 6PAVER, TYPE 6 PAVER, TYPE 5 PAVER, TYPE 3 11'-0" FUTURE PHASE 1B 1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT LOW POINTS (FIELD LOCATE). FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC. PAVER, TYPE 3, 3" GRANITE PAVER, 18" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN. 3/4" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. ASPHALT PRIME COAT. COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN TWO 3 IN. LIFTS PAVER, TYPE 2. 2 3 4" CLAY PAVER, HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN. 1" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE. ASPHALT PRIME COAT.PCCP, 9 IN. 1'-3 1/8"6"2 SCALE: 1" = 1'-0" TRANSITION FROM PAVERS, TYPE 2 (NON-PERMEABLE ROADWAY) TO PAVERS, TYPE 3 (GRANITE PLAZA) COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN THREE 3 IN. LIFTS. SUBGRADE, COMPACTED TO 95% PROCTOR.COMPACTED AGGREGATED NO. 53 BASE . COMPACTED IN TWO 3 IN. LIFTS. INDOT TYPE 1B GEOGRID. INTEGRALLY FORMED, POLYPROPYLENE, BI-AXIAL.SECTION PLAN 1'-0" 1/16" 8"1'-9 15/16"2'-0"2'-0"2'-0"1'-9 15/16"8" 1/16" 1'-0" 1/8" 2'-0" 1/8" 1'-0" 1/8" 2'-0" 1/8" FUTURE PHASE 1B 1'-0" 6" 9" 9" 3 3/4" 3" LIFT, TYP. 6" 6" 3 3/4" 3" 3" PAVER, TYPE 5, 3" GRANITE PAVER, 1 8" JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN. 1'-3 1/8" 1/2" PCCP, 6IN. RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSLW PA LW KO AS SHOWN SD3.12 HEAVY GEOTEXTILE FABRIC ABOVE SOIL CELLS TO EDGE OF EXCAVATION 1'-2" 4'-0"6"1'-0" +/- 2 % SLOPE 1.5 % SLOPE 1.5 % SLOPE PAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 2'-0" 2 SCALE: 1/2" = 1'-0" CYCLE TRACK TYPICAL CROSS SECTIONS - OVER SOIL CELLS +/- 2 % SLOPE 2'-3" 1'-0"6"5'-0" 1 1 2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. 34" ROLLED BITUMINOUS SETTING BED. SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 CONDITION ADJACENT TO SIDEWALK 12" TOOLED SCORE (TYP.) 4" SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.6 4" 4" 6"1'-0"6"5'-0" 1 1 2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. 34" ROLLED BITUMINOUS SETTING BED. SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 12" TOOLED SCORE (TYP.) HEAVY GEOTEXTILE FABRIC ABOVE SOIL CELLS TO EDGE OF EXCAVATION CONDITION ADJACENT TO TREE GRATE/PLANT BED CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 1.5 % SLOPE +/- 2 % SLOPE 6"6"5'-0" 1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. 3 4" ROLLED BITUMINOUS SETTING BED. CONDITION ADJACENT TO TREE GRATE & PLANT BED CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB; NO EXPANSION JOINT 4'-0" PLANT BED; SEE DETAIL 4, SHEET SD5.7. 1'-6" PAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 PAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.6 SUSPENDED PAVEMENT ASSEMBLY SEE DETAILS, SHEET SD5.6 1'-2" 2'-3" 2'-0" 1'-2" 2'-3" 2'-0" TOPSOIL, AMENDED TYPE 1 COMPACTED SUBGRADE ROOTBALL 2" DEEP STONE LAYER; SEE TREE GRATE DETAIL ROOT BARRIER, 12" DEEP COMPACTED SUBGRADE GEOGRID TO LINE PERIMETER OF SYSTEM WITH 12" EXCESS (OVER TOP OF DECK) COMPACTED SUBGRADE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. CONCRETE TO EXTEND (MIN. 5") TO DECK OF SUSPENDED PAVEMENT ASSEMBLY WITH GEOTEXTILE SEPARATION 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED COLD JOINT 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINT COMPACTED SUBGRADE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. GEOGRID TO LINE PERIMETER OF SYSTEM WITH 12" EXCESS (OVER TOP OF DECK) CONCRETE TO EXTEND (MIN. 5") TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB; NO EXPANSION JOINT ROOTBALL 2" DEEP STONE LAYER; SEE TREE GRATE DETAIL 5'-0" x 5'-0" TREE GRATE, SEE DETAIL 1, SHEET SD3.11. ROOT BARRIER, 12" DEEP COMPACTED SUBGRADE GEOGRID TO LINE PERIMETER OF SYSTEM WITH 12" EXCESS (OVER TOP OF DECK) CONCRETE TO EXTEND (MIN. 5") TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION TYPE "S" TREE GRATE FRAME; SEE DETAIL 5, SHEET SD3.11. COMPACTED SUBGRADE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. 5'-0" x 5'-0" TREE GRATE, SEE DETAIL 1, SHEET SD3.11. TYPE "S" TREE GRATE FRAME; SEE DETAIL 5, SHEET SD3.11. CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB; NO EXPANSION JOINT COMPACTED SUBGRADE 5'-6"6" +/- 2 % SLOPE PAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 6"5'-0" 1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, TYPE 10. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. ASPHALT PRIME COAT DRIVE APPROACH. SEE DETAIL 11, SHEET SD3.8 SUBGRADE, COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE. COMPACTED IN THREE 3 IN. LIFTS. 1 2" TOOLED SCORE 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINT 9" 34" ROLLED BITUMINOUS SETTING BED. NEOPRENE MODIFIED ASPHALT ADHESIVE 3" 3" 3" 1'-0" 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. 12" TOOLED SCORE 3 SCALE: 1/2" = 1'-0" CYCLE TRACK TYPICAL CROSS SECTIONS 4" 4" COMPACTED SUBGRADE 4'-0"6"1'-0" +/- 2 % SLOPE 1.5 % SLOPEPAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 1'-0"6"5'-0" 1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, ASPHALT. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.34" ROLLED BITUMINOUS SETTING BED. SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 COMPACTED SUBGRADE CONDITION ADJACENT TO SIDEWALK COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. 1 2" TOOLED SCORE (TYP.) 12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL, SEALED 4" 12"x1/2''Ø SMOOTH STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END GREASED. COLD JOINT 4" 1.5 % SLOPE COMPACTED SUBGRADE +/- 2 % SLOPE 2'-0" 8"5 1/4" 6"5'-0" 1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL AND COVER WITH FABRIC. PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN. 34" ROLLED BITUMINOUS SETTING BED. SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8 CONDITION ADJACENT TO TREE GRATE & PLANT BED CURB, GRANITE, 6" WIDE, TYPE 1; SEE DETAIL 1, SHEET SD3.9 CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB; NO EXPANSION JOINT 6" CURB TO BE INTEGRALLY POURED WITH CONCRETE SUB-SLAB; NO EXPANSION JOINT COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. 4'-0" 1'-6" PAVER, TYPE 1; SEE DETAIL 3, SHEET SD3.8 CONDITION AT DRIVE ACCESS PLANT BED; SEE DETAIL 4, SHEET SD5.7. 1'-2" 2'-3" 1'-2" 2'-3" 8" COMPACTED SUBGRADE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. P9 1|2 P9 2|2 P9 2|2 P9 2|2 P9 1|2 5 COURSES SOLID 85% 15% RANDOMLY PLACED P9 2|1 P9 1|1 70% 30% RANDOMLY PLACED P9 2|1 P9 1|1 60% 40% RANDOMLY PLACED P9 2|1 P9 1|1 50% 50% RANDOMLY PLACED P9 2|1 P9 1|1 40% 60% RANDOMLY PLACED P9 2|1 P9 1|1 80% 20% RANDOMLY PLACED P9 2|1 P9 1|1 100% P9 2|1P9 1|1 100% P9 1|1 100% P9 1|1 100% P9 1|1 100% P9 1|1 100% P9 1|1 100% P9 1|1 100% P9 1|1 CONTINUE SOLID 5 COURSES SOLID 5 COURSES SOLID 5 COURSES MIXED 5 COURSES SOLID 5 COURSES MIXED 5 COURSES SOLID 5 COURSES MIXED 5 COURSES SOLID 5 COURSES MIXED 5 COURSES SOLID 5 COURSES MIXED 5 COURSES SOLID 5 COURSES MIXED 35' Pavers, Type 1 Color: 1 Pattern: Herringbone, 45° from Line 'M' Unit Paver Keynotes: Pavers, Type 1 Color: 1 Pattern: Soldier Course Border P1 1|1 PX X|X Paver Type Color Designation Size/Pattern Designation Keynote Diagram: P1 1|2 General Notes: 1. Refer to Unit Paver Unique Special Provision for additional information, including manufacturer and color designation. 2. Refer to Site Details for typical Paver Section Details. 3. Dimensions shown on the plans are only included to represent the typical patterns and joint locations. Dimensions shown for pavers are based on the nominal paver size. Verify actual dimension with the selected paver manufacturer. Refer to special provisions for mock-up of each condition that is required prior to beginning work. Parallel Parking Space Designation Pavers, Type 9 Color: 1 Pattern: Diamond Course, Cycle Track Yield Line P9 1|2 Pavers, Type 9 Color: 2 Pattern: Diamond Course, Cycle Track Yield Line P9 2|2 Pavers, Type 10 Color: 1 Pattern: Staggered Course, Cycle Track P10 1|1 Pavers, Type 9 Color: 1 Pattern: Staggered Course, Cycle Track P9 1|1 Pavers, Type 9 Color: 2 Pattern: Staggered Course, Cycle Track P9 2|1 RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSLW PA LW KO AS SHOWN SD3.13 1 SCALE: 1/2" = 1'-0" CYCLE TRACK AS APPROACHES INTERSECTION, PLAN 1 SCALE: 1" = 1'-0" RECEPTACLE, GROUND BOX, GFI GENERAL NOTES: 1. COORDINATE ORIENTATION OF OUTDOOR POWER BOX IN FIELD WITH LANDSCAPE ARCHITECT. 2. INSTALL POWER GROUND BOX AND COVER PER MANUFACTURER'S STANDARD GUIDELINES. 3. SEE ELEC PLANS FOR MORE INFORMATION. 16" x 8" x 10 3/4" LEGRAND WIREMOLD OUTDOOR GROUND BOX. SEE SPECS. LEGRAND WIREMOLD GROUND BOX COVER ASSEMBLY, BLACK. INSTALL PER MANUFACTURER SPECIFICATIONS. 8" ELECTRICAL CONDUIT WITH PVC MALE ADAPTER FITTING VARIES, 1'-6" MIN. 10 3/4" 1'-2 1/8" 7" 8 1/8"12" 1" 8 1/8" 6" GROUND BOX TO ALIGN WITH ADJACENT SCORE LINE, SEE PLAN. LEGRAND WIREMOLD OUTDOOR POWER GROUND BOX COVER ASSEMBLY, BLACK. SEE SPECS. SET GROUND BOX 18" BELOW FINISH GRADE TO AVOID SNAGGING 1/2"1/2" 1 1/2" 1/2" PREFORMED EXPANSION JOINT FILLER 1'-2 1/8" 6" 8 1/8"6" ADJ. PLANT BED; SEE PLANS LEGRAND WIREMOLD OUTDOOR POWER GROUND BOX COVER ASSEMBLY, BLACK. SEE SPECS. 2-GANG, 20 AMP DUPLEX RECEPTACLES ADJ. PLANT BED; SEE PLANS ADJACENT CURB, GRANITE, 6" SEE DETAIL 1, SHEET SD3.9 ADJ. SIDEWALK, CONCRETE, SEE PLAN. ADJ. CURB, GRANITE, 6" SEE DETAIL 1, SHEET SD3.9 5' TREE GRATEW/ FRAME CONCRETE SUBSTRUCTURE FOR ADJ. CURB, GRANITE, 6", SEE DETAIL 1, SHEET SD3.9 LEGRAND WIREMOLD OUTDOOR POWERGROUND BOX COVER ASSEMBLY, BLACK. SEE SPECS.SET GROUND BOX BELOW TREE GRATE, FLUSH W/ STONE MULCH CONDITION IN SIDEWALK & TREE GRATE - PLAN CONDITION IN PLANTING BED - PLAN 1'-4 1/8" LEGRAND WIREMOLD GROUND BOX COVER ASSEMBLY, BLACK. SEE SPECS. HOLD DOWN MAX. 1/8" BELOW CONCRETE. INSTALL PER MANUFACTURER SPECIFICATIONS ADJACENT SIDEWALK, CONCRETE 1/2" PREFORMED EXPANSION JOINT FILLER 16" x 8" x 10 3/4" LEGRAND WIREMOLD OUTDOOR GROUND BOX, SEE SPECS. ELECTRICAL CONDUIT WITH PVC MALE ADAPTER FITTING VARIES, 1'-6" MIN. 10 3/4" CONDITION IN SIDEWALK - SECTION 1'-4 1/8" 16" x 8" x 10 3/4" LEGRAND WIREMOLD OUTDOOR GROUND BOX, SEE SPECS. ELECTRICAL CONDUIT WITH PVC MALE ADAPTER FITTING VARIES, 1'-6" MIN. 10 3/4" 5' TREE GRATE W/ FRAME LEGRAND WIREMOLD OUTDOOR POWER GROUND BOX COVER ASSEMBLY, BLACK. SEE SPECS. SET GROUND BOX BELOW TREE GRATE FLUSH W/ STONE MULCH INSTALL PER MANUFACTURER SPECIFICATIONS CONDITION IN TREE GRATE - SECTION TOPSOIL; SEE SOIL PLANS FOR DETAILS CONDITION IN PLANTING BED - SECTION RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SITE LAYOUT DETAILSLW PA LW KO AS SHOWN SD3.14 PHASE 1Sta. 19+65.58 PROJECTBEGINNING OF Line "M" 4th StreetGMonon Boulevard (NB) Proposed Right-of-Way Cycle Track (SB) Monon Boulevard (SB) Proposed Right-of-Way Midtown West (future) Midtown WestMerchants Bank Building (future) Midtown East (future) Sun King Brewery (future) Existing Monon Trail Cycle Track (SB) Project Limit Line Project Limit Line Project Limit Line Project Limit LineProject Limit Line PLANTING BED ASSEMBLY, 12" DEPTH Topsoil, Amended - Planting Soil Type A, 12" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 18" DEPTH Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 24" DEPTH Topsoil, Amended - Planting Soil Type A, 24 Depth Subsoil Treatment per Specifications PLANTING BED SOIL ASSEMBLY, TURF Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications SUSPENDED PAVEMENT ASSEMBLY Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins) Subbase Course and Base Course (Compacted Aggregate No. 53 Base) Geotextile Fabric Below Cells Topsoil, Amended - Planting Soil Type B Approx. Extent of Excavation for Suspended Pavement Assembly TOPSOIL, STRUCTURAL SOIL PLANTING BED SOIL AT TREES IN GRATES Topsoil, Amended - Planting Soil Type B, 3'-7" Depth GENERAL NOTES 1. See Soils Details for more information. 2. See Specifications for subsoil preparation, if required. 3. Coordinate soil placement, planting, seeding and sodding with Planting Plans on sheets L1.1-L1.3 and Irrigation Plans on sheets IR1.1-IR1.3. RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SOIL PLANLW PA LW KO 1"=10' SD5.1 NORTH SEE SHEET SD5.2 - MATCH LINE 'A' STATION 22+17.50 PLANTING BED ASSEMBLY, 12" DEPTH Topsoil, Amended - Planting Soil Type A, 12" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 18" DEPTH Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 24" DEPTH Topsoil, Amended - Planting Soil Type A, 24 Depth Subsoil Treatment per Specifications PLANTING BED SOIL ASSEMBLY, TURF Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications SUSPENDED PAVEMENT ASSEMBLY Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins) Subbase Course and Base Course (Compacted Aggregate No. 53 Base) Geotextile Fabric Below Cells Topsoil, Amended - Planting Soil Type B Approx. Extent of Excavation for Suspended Pavement Assembly 2nd Street Cycle Track (SB) App. Ex. Right-of-Way App. Existing Right-of-Way GCycle Track (NB) Proposed Right-of-Way Midtown West (future) Project Limit Line Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South) Existing Building Existing Building Existing Monon Trail Monon Boulevard (NB) Cycle Track (SB) Monon Boulevard (SB) Existing Monon Trail Cycle Track (SB) Project Limit Line Project Limit LineProject Limit Line Project Limit Line GENERAL NOTES 1. See Soils Details for more information. 2. See Specifications for subsoil preparation, if required. 3. Coordinate soil placement, planting, seeding and sodding with Planting Plans on sheets L1.1-L1.3 and Irrigation Plans on sheets IR1.1-IR1.3.TOPSOIL, STRUCTURAL SOIL PLANTING BED SOIL AT TREES IN GRATES Topsoil, Amended - Planting Soil Type B, 3'-7" Depth RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SOIL PLANLW PA LW KO 1"=10' SD5.2 NORTH SEE SHEET SD5.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET SD5.1 - MATCH LINE 'A' STATION 22+17.50 Monon Boulevard (NB) Monon Boulevard (SB)1st Street SWCycle Track (NB) Cycle Track (SB) Proposed Right-of-Way App. Existing Right-of-Way See Monon & Main Package Proje ct Li mi t Li n e Old Town On The Monon Apartments (South) Old Town On The Monon Apartments (North) Carmel Clay Historical SocietyExisting Building Existing Monon Trail Monon & Main (future) Project Limit Line Project Limit Line Project Limit L i n e Project Limit Line PLANTING BED ASSEMBLY, 12" DEPTH Topsoil, Amended - Planting Soil Type A, 12" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 18" DEPTH Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications PLANTING BED ASSEMBLY, 24" DEPTH Topsoil, Amended - Planting Soil Type A, 24 Depth Subsoil Treatment per Specifications PLANTING BED SOIL ASSEMBLY, TURF Topsoil, Amended - Planting Soil Type A, 18" Depth Subsoil Treatment per Specifications SUSPENDED PAVEMENT ASSEMBLY Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins) Subbase Course and Base Course (Compacted Aggregate No. 53 Base) Geotextile Fabric Below Cells Topsoil, Amended - Planting Soil Type B Approx. Extent of Excavation for Suspended Pavement Assembly TOPSOIL, STRUCTURAL SOIL PLANTING BED SOIL AT TREES IN GRATES Topsoil, Amended - Planting Soil Type B, 3'-7" Depth GENERAL NOTES 1. See Soils Details for more information. 2. See Specifications for subsoil preparation, if required. 3. Coordinate soil placement, planting, seeding and sodding with Planting Plans on sheets L1.1-L1.3 and Irrigation Plans on sheets IR1.1-IR1.3. RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' SOIL PLANLW PA LW KO 1"=10' SD5.3 NORTHSEE SHEET SD5.2 - MATCH LINE 'A' STATION 25+17.50 PARALLEL PARKING SIDEWALK 5'-0" 5'-0"18'-0" 2'-6" PAVER, TYPE 1 CURB, GRANITE, 6" WIDE, TYPE 1 SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS APPROXIMATE EXTENTS OF EXCAVATION 1'-0" MIN.3SD5.64SD5.69'-4 1/2"2SD5.6CONCRETE AROUND OPENING SHALL BE FULLY SUPPORTED BY CELLS BELOW. CELLS MAY EXTEND 2" MAX. UNDER OPENING IF NEEDED TO ALLOW FOR REQUIRED SPACING TOLERANCES BETWEEN CELL BASES.1" MIN. TO 6" MAX. GAP BETWEEN BASES. EXTEND UNDER OPENING 2" MAX. GEOGRID TO LINE PERIMETER OF SYSTEM 2'-0"1'-6"1'-6" OVERFLOW PIPE / INSPECTION RISER / CLEANOUT WITH GRATED TOP, SEE ENG. 2'-0" WIDE CURB CUT ROOT BARRIER AROUND INSIDE OF TREE OPENING, PLACE TIGHT TO CONCRETE TO MAKE OPENING AS LARGE AS POSSIBLE ROOT BALL EXTENT OF TREE OPENING 5'-0" x 5'-0" TREE GRATE, SEE DETAIL 2, SHEET 3.11. 5'-0" IRON CURB PLATE, FASTENED TO CURB, SEE DETAIL 7, SHEET SD3.11 1" MIN. TO 6" MAX., TYP. 1" MIN. TO 6" MAX., TYP. 1" MIN. TO 6" MAX., TYP. UNDER DRAIN, SOIL CELL. 4" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC 6'-4 1/2"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE 6" 5" 1'-6" 1 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - TYPICAL LAYOUT PLAN CYCLE TRACK. SEE DETAILS, SHEET SD3.13 1'-0" MIN. 6" SIDEWALK, CONCRETE. SEE DETAIL 2, SHEET SD3.8. TOPSOIL, STRUCTURAL 1'-2" PARALLEL PARKING GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) B BORROW BACKFILL. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR SIDEWALK, CONCRETE HEAVY GEOTEXTILE FABRIC TO EDGE OF EXCAVATION 1" MIN. TO 6" MAX. SPACING AT BASE 6"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE SIDEWALK 316" x 14" ZIP TIES, SECURING GEOGRID TO SILVA CELLS 3'-7" 4" MIN. COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. SUBGRADE, COMPACTED TO 95% PROCTOR UNDER DRAIN, SOIL CELL. 4" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC. INVERT VARIES, SEE UTILITY PLAN. 4" 4" 4"4"4" 1'-0" 6" 2'-6"9'-4 1/2" 1'-0" MIN. PARALLEL PARKING 6"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE SIDEWALK CURB PLATE, SEE DETAIL 7, SHEET SD3.11 3'-7" 4" MIN. 4"4" 2'-6"6'-4 1/2" 1'-0" MIN. 1.5 % SLOPE PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION 2'-6" ROOTBALL PLANTING SOIL BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR CURB, GRANITE, 6" WIDE, TYPE 2 2" DEEP STONE LAYER, SEE PLANTING DETAIL 5'-0" x 5'-0" TREE GRATE ROOT BARRIER, 12" DEEP PARALLEL PARKING 6"BIKE LANE5'-6" BUFFER / AMENITY ZONE 6" 1'-2" 1'-6"3'-6" 2" BACK FLOW PIPE / INSPECTION PIPE. 8" DIA. NYOPLAST (OR EQUAL) WITH GRATED TOP, CONNECTED TO UNDER DRAIN TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM BEYOND PAVER, TYPE 1 CURB, GRANITE, 6" WIDE, TYPE 1 2 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT CELLS TOPSOIL, STRUCTURAL 1'-0" GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE (OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK) B BORROW BACKFILL. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR 316" x 14" ZIP TIES, SECURING GEOGRID TO SILVA CELLS 3 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT TREE PLANTNG WITH INLET 4 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT OVERFLOW PIPE COMPACTED SUBGRADE TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR 6" 1'-6" 2'-0" +/- 2 % SLOPE COMPACTED SUBGRADE GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE 1" MIN. TO 6" MAX. SPACING AT BASE SUBGRADE, COMPACTED TO 95% PROCTOR PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR COMPACTED SUBGRADE 2" DEEP STONE LAYER, SEE PLANTING DETAIL 5'-0" x 5'-0" TREE GRATE PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION SIDEWALK, CONCRETE HEAVY GEOTEXTILE FABRIC TO EDGE OF EXCAVATION COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN.PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS +/- 2 % SLOPE 1.5 % SLOPE CURB, GRANITE, 6" WIDE, TYPE 2 TOP OF INSPECTION PIPE SET 2" ABOVE STONE ROOT BARRIER, 12" DEEP +/- 2 % SLOPE 1.5 % SLOPE PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATION 1'-0"6"1'-0" 6" SUBGRADE, COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE PAVER, TYPE 1 PAVER, TYPE 1 5" MIN. 2 3/4" TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS 5" MIN. 2 3/4" 2'-0" 6" MIN. UNDER DRAIN, SOIL CELL. 4" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC. INVERT VARIES, SEE UTILITY PLAN. 4"4"4" UNDER DRAIN, SOIL CELL. 4" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC. INVERT VARIES, SEE UTILITY PLAN. 4"4"4" 2'-0" 1'-0"6" MIN. 1'-0"6" MIN. GENERAL NOTES: 1. INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. SEE SOILS PLAN FOR SOIL CELL LAYOUT. 3. PRIOR TO INSTALLATION, PERCOLATION TESTING SHALL BE DONE TO SUBSOIL. TESTS TO BE PROVIDED TO LANDSCAPE ARCHITECT. IF SUBSOILS DO NOT ADEQUATELY DRAIN, ADDITIONAL SCARIFICATION OF THE SURFACE MAY BE REQUIRED. 4. SEE SPECIFICATIONS FOR STONE AND SOIL INFORMATION. 5. SEE PLANTING DETAILS FOR TREE PLANTING REQUIREMENTS. 6. SEE IRRIGATION DRAWINGS FOR IRRIGATION LAYOUT AND DETAILS. 7. SEE SITE LAYOUT AND DETAILS FOR SPOT ELEVATIONS AND GRADING INFORMATION. 8. DRAIN LOCATIONS AND SIZING SHOWN FOR REFERENCE ONLY, SEE ENGINEERING DRAWINGS FOR DETAILS. 9. SEE SITE DETAILS FOR TREE GRATE AND INLET DETAILS. 10. KEEP CONSTRUCTION TRAFFIC AWAY FROM THE LIMITS OF THE SILVA CELLS UNTIL THE FINAL PAVEMENT PROFILE IS IN PLACE. THE SILVA CELL SYSTEM DOES NOT FULLY MEET LOADING STRENGTH UNTIL THE FINAL PAVING IS INSTALLED. 10.1. DO NOT OPERATE EQUIPMENT DIRECTLY ON TOP OF THE SILVA CELL SYSTEM UNTIL PAVING INSTALLATION HAS BEEN COMPLETED. 10.2. PROVIDE FENCING AND OTHER BARRIERS TO PREVENT VEHICLES FROM ENTERING INTO THE SILVA CELL AREA. 10.3. WHEN THE SILVA CELL INSTALLATION IS COMPLETED AND THE PERMANENT PAVEMENT IS IN PLACE, LIMIT TRAFFIC AND CONSTRUCTION RELATED ACTIVITIES TO ONLY LOADS LESS THAN THE DESIGN LOADS RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SOIL DETAILSLW PA LW KO 1"=10' SD5.6 5'-6" BUFFER / AMENITY ZONE 5'-0" BIKE LANE PARALLEL PARKING 6" SIDEWALK 9'-0" OR AS NOTED ON LAYOUT PLANS 2'-0" SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS 9'-4 1/2" TREE OPENING / TREE GRATE, SEE DETAILS 4" 1'-0" MIN. APPROX. 2'-2" 2 SD5.7 1'-0" APPROX. 2'-6" GEOGRID TO LINE PERIMETER OF SYSTEM APPROXIMATE EXTENTS OF EXCAVATION CONCRETE FOOTING AT LUMINAIRE, SEE DETAILS STONE BRIDGE AROUND FOOTING, WASHED STONE W/OUT FINES, 24" GAP MAX., SEE DETAIL 2, THIS SHEET GEOGRID TO LINE PERIMETER OF WASHED STONE, WITH 6" TOE FOLDED INWARD AND 12" EXCESS FOLDED OVER ADJACENT DECKS UNDER DRAIN, SOIL CELL. 6" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC 1 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY AT LUMINAIRE / STONE BRIDGE - TYPICAL LAYOUT PLAN 1" 5'-0"TOPSOIL, STRUCTURAL TOPSOIL, STRUCTURAL APPROX. 2'-2" SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS FOR LAYOUT HEAVY GEOTEXTILE FABRIC CONCRETE FOOTING AT LUMINAIRE, SEE DETAILS 1" MIN. TO 6" MAX. SPACING BETWEEN SILVA CELLS AT BASE 2 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT LUMINAIRE SIDEWALK, CONCRETE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. SUBGRADE, COMPACTED TO 95% PROCTOR COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE TOPSOIL, AMENDED - PLANTING SOIL TYPE B. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR GEOGRID TO LINE PERIMETER OF WASHED STONE WITH 6" TOE FOLDED INWARD AND 12" EXCESS FOLDED OVER ADJACENT DECKS CABLE TIE, ATTACHING GEOGRID TO SILVA CELL AT BASE OF UPPER POST FLARE ROOT BALL, TYP. PERMEABLE PAVING AT ROAD PERMEABLE PAVING AT PARKING LANE GRANITE CURB ROOT BARRIER, 12" DEEP MIXED PLANTINGS, REFER TO PLANTING PLANS AND DETAILS SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS GEOGRID TO LINE PERIMETER OF SYSTEM WHEN ADJACENT TO PAVING, NO GRID WHEN CELLS ARE ADJACENT TO PLANTING BED APPROXIMATE EXTENTS OF EXCAVATION FLUSH PLANTING BED, REFER TO SOIL PLAN FOR SOIL DEPTH SIM. 4SD5.713'-6" BUFFER / AMENITY ZONE 6" DRIVING LANE 3 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY AT CONNECTION TO PLANT BED - TYPICAL LAYOUT PLAN APPROXIMATE EXTENTS OF EXCAVATION EDGE OF FLUSH PLANTING BED EDGE OF BIKE LANE SIDEWALK 5'-0" BIKE LANE EDGE OF FLUSH PLANTING BED 6" TYP. 6" TYP. FLUSH PLANTING BED, REFER TO SOIL PLAN FOR SOIL DEPTH 1" MIN. TO 6" MAX., TYP. 6'-4 1/2" 1'-0" MIN. 6'-9 15/16" 1'-0" MIN. SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), INSTALL PER MANUFACTURER'S SPECIFICATIONS GEOGRID TO LINE PERIMETER OF SYSTEM WHEN ADJACENT TO PAVING, NO GRID WHEN CELLS ARE ADJACENT TO PLANTING BED 4SD5.74 SCALE: 1/2" = 1'-0" SUSPENDED PAVEMENT ASSEMBLY - SECTION AT FLUSH PLANTING BED 3'-7" 4" MIN. 8" PARALLEL PARKING 6"5'-0" BIKE LANE 5'-6" BUFFER / AMENITY ZONE 6" 1'-2" 6"4'-0" PLANT BED, SEE SOIL AND LANDSCAPE PLANS / DETAILS. TOPSOIL, AMENDED - PLANTING SOIL TYPE B. FILL TO WITHIN 4-6" BELOW TOP OF SILVA CELL DECKS, INSTALL IN 8" LIFTS, EACH COMPACTED TO 95% PROCTOR 1" MIN. TO 6" MAX. SPACING AT BASE SUBGRADE, COMPACTED TO 95% PROCTOR PIN, PER SPECIFICATIONS, TO KEEP CELLS IN PLACE DURING CONSTRUCTION GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE BASE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN., COMPACTED TO 95% PROCTOR COMPACTED SUBGRADE CURB, GRANITE, 6" WIDE, TYPE 1 ROOT BARRIER, 12" DEEP +/- 2 % SLOPE ROOTBALL PLANTING SOIL BELOW ROOT BALL, COMPACTED TO 85-90% PROCTOR PAVER, TYPE 1 PLANT BED, SEE SOIL AND LANDSCAPE PLANS / DETAILS. SIDEWALK SIDEWALK, CONCRETE COMPACTED AGGREGATE NO. 53 BASE, DEPTH 4" MIN. PAVER, TYPE 9 CONCRETE TO EXTEND TO DECK OF SOIL CELL WITH GEOTEXTILE SEPARATIONTOPSOIL, AMENDED - PLANTING SOIL TYPE D. INSTALL IN 12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS (DECK, BASE AND POSTS), SEE SOILS PLANS 1.5 % SLOPE 5" MIN. 2 3/4" UNDER DRAIN, SOIL CELL. 4" DIA. PERFORATED PIPE WRAPPED IN STONE AND GEOTEXTILE FABRIC. INVERT VARIES, SEE UTILITY PLAN.4"4"4" 1'-0"6" MIN. 2'-0" RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SOIL DETAILSLW PA LW KO 1"=10' SD5.7 1 SCALE: 1"=1'-0" PLANTING BED SOIL ASSEMBLY, TURF SIDEWALK, CONCRETE HOLD DOWN FINISH GRADE AS FOLLOWS: 1/2" IN SEEDED LAWNS 1" IN SODDED LAWNS 1'-6" 4" TOPSOIL, AMENDED - PLANTING SOIL TYPE A (DEPTH AFTER SETTLING), COMPACT TO 75-82% PROCTOR TRANSITION ZONE, INTEGRATE PLANTING SOIL INTO TOP 4" OF SUBSOIL SUBSOIL, SCARIFY SURFACE PER SPECIFICATIONS 2 SCALE: 1"=1'-0" PLANTING BED SOIL ASSEMBLY, 12" DEPTH GENERAL NOTES: 1. REMOVE EXISTING PAVEMENT TO A MIN. DEPTH OF 1'-6" FOR PROPOSED TURF AREAS. BACKFILL AS SHOWN. 2. VERIFY POSITIVE DRAINAGE PRIOR TO BACKFILLING. 3. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 4. REFER TO GRADING PLANS FOR SLOPE OF TURF AREAS. 3 SCALE: 1"=1'-0" PLANTING BED SOIL ASSEMBLY, 18" DEPTH 2" 1'-0" 4" TOPSOIL, AMENDED - PLANTING SOIL TYPE B (DEPTH AFTER SETTLING), COMPACT TO 75-82% PROCTOR TOPSOIL, AMENDED - PLANTING SOIL TYPE C (DEPTH AFTER SETTLING), INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR CROWN, SEE NOTES. GENERAL NOTES: 1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN TO FINISH GRADE AS NOTED ON PLANS. PAVER, TYPE 9 CONDITION VARIES, SEE PLANS HOLD DOWN FINISH GRADE 1" FROM TOP OF PAVED SURFACE ADJACENT 4 SCALE: 1"=1'-0" PLANTING BED SOIL ASSEMBLY, 24" DEPTH 2'-0" HOLD DOWN FINISH GRADE 1" FROM TOP OF PAVED SURFACE ADJACENT 2" 4" CURB, GRANITE, 6" WIDE, TYPE 1 TOPSOIL, AMENDED - PLANTING SOIL TYPE B (DEPTH AFTER SETTLING), COMPACT TO 75-82% PROCTOR TOPSOIL, AMENDED - PLANTING SOIL TYPE C (DEPTH AFTER SETTLING), INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR CONDITION VARIES, SEE PLANS 2" DEPTH SHREDDED HARDWOOD MULCH CROWN, SEE NOTES. TRANSITION ZONE, INTEGRATE PLANTING SOIL INTO TOP 2" OF SUBSOIL SUBSOIL, SCARIFY SURFACE PER SPECIFICATIONS GENERAL NOTES: 1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN TO FINISH GRADE AS NOTED ON PLANS. 2" 1'-6" 4" TOPSOIL, AMENDED - PLANTING SOIL TYPE B (DEPTH AFTER SETTLING), COMPACT TO 75-82% PROCTOR TOPSOIL, AMENDED - PLANTING SOIL TYPE C (DEPTH AFTER SETTLING), INSTALL IN LIFTS AND COMPACT TO 75-82% PROCTOR CROWN, SEE NOTES. GENERAL NOTES: 1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING, AND BLENDING OF PLANTING SOIL. 2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN TO FINISH GRADE AS NOTED ON PLANS. PAVER, TYPE 9 CONDITION VARIES, SEE PLANS HOLD DOWN FINISH GRADE 1" FROM TOP OF PAVED SURFACE ADJACENT SUSPENDED PAVEMENT ASSEMBLY 2" DEPTH SHREDDED HARDWOOD MULCH 2" DEPTH SHREDDED HARDWOOD MULCH TRANSITION ZONE, INTEGRATE PLANTING SOIL INTO TOP 2" OF SUBSOIL TRANSITION ZONE, INTEGRATE PLANTING SOIL INTO TOP 2" OF SUBSOIL SUBSOIL, SCARIFY SURFACE PER SPECIFICATIONS SUBSOIL, SCARIFY SURFACE PER SPECIFICATIONS REFER TO GRADING PLAN FOR SLOPE RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SOIL DETAILSLW PA LW KO 1"=10' SD5.8 PHASE 1Sta. 19+65.58 PROJECTBEGINNING OF Line "M" GProposed Right-of-Way Proposed Right-of-Way (1,502 sf)SOD (17)PER A (10)LIR S (8)LIR S (14)PER A (3)FOR C SYM V GYM D (2)HYD P(13)LIR S (3)HYD P (1)GYM D (21)LIR S (49)PER A (5)ULM M (14)HEM G (26)PER B (4)FOR C (12)LIR S (12)LIR S (21)PER B (2)AME G (12)LIR S (12)LIR S (21)PER B (26)PER B (4)FOR C(15)HEM G (6)SYR R (34)GER B (9)SPO H (9)SPO H (56)HEM R (16)MON B PER C Proposed Right-of-Way 4th StreetMonon Boulevard (NB) Cycle Track (SB) Monon Boulevard (SB) Midtown West (future) Midtown WestMerchants Bank Building (future) Midtown East (future) Sun King Brewery (future) Existing Monon Trail Project Limit Line Project Limit Line Project Limit Line Project Limit LineProject Limit Line RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' LANDSCAPE PLANLW PA AR KO 1"=10' L1.1 NORTH SEE SHEET L1.2 - MATCH LINE 'A' STATION 22+17.50 App. Existing Right-of-WayApp. Ex. Right-of-Way App. Existing Right-of-Way GProposed Right-of-Way (268 sf)SOD (12)LIR S (25)PER A (5)HYD P (13)LIR S(5)HYD P (13)LIR S (5)CEL O (270 sf)SOD(269 sf)SOD(268 sf)SOD (268 sf)SOD (1,502 sf)SOD (17)PER A (10)LIR S (8)LIR S (14)PER A (3)FOR C (7)SYM V (12)LIR S (26)PER A(17)SYM V (4)FOR C (21)PER B (12)LIR S (12)LIR S (15)HEM G (25)PER B (4)FOR C (12)LIR S (12)LIR S (21)PER B (26)PER B (14)HEM G (4)FOR C (6)GYM D (787 sf)SOD (1)AME G (9)SPO H (14)MON B (9)SPO H (12)LIR S (26)PER B (15)HEM G (4)FOR C (21)LIR S (49)PER A (56)HEM R (34)GER B (5)CEL O (14) (7)LIR S (13)PER A (7)LIR S (18)PER A (21)PER A (12)LIR S (12)LIR S (28)PER A (3)GYM D (2)HYD P (2)HYD P (6)LIR S (1)GYM D (6)SYR R (10)PER A (21)PER A (12)LIR S(6)LIR S (42)HEM R (26)GER B (2,157 sf)SOD (4)ACE G (32 sf) (3)SPO H (4)MON B (1)AME G (12)MON B (7)SPO H (3)SPO H (7)SPO H (73 sf)SOD (48 sf)SOD (59)PER C 2nd Street Cycle Track (NB) Midtown West (future) Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South) Existing Building Existing Building Existing Monon Trail Monon Boulevard (NB) Cycle Track (SB) Monon Boulevard (SB) Existing Monon Trail Project Limit Line Project Limit Line Project Limit LineProject Limit Line Project Limit Line RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' LANDSCAPE PLANLW PA AR KO 1"=10' L1.2 NORTH SEE SHEET L1.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET L1.1 - MATCH LINE 'A' STATION 22+17.50 Proposed Right-of-Way App. Existing Right-of-Way (21)PER A (10)PER A (21)PER A (21)PER A (21)PER A (12)LIR S (91 sf)SOD (276 sf)SOD (268 sf)SOD (278 sf)SOD (353 sf)SOD (355 sf)SOD (361 sf)SOD (286 sf)SOD (12)LIR S(13)LIR S(12)LIR S(12)LIR S (6)LIR S (12)LIR S (25)PER A (17)SYM V (4)FOR C (64)PER C (17)SYM V (4)FOR C (12)LIR S (26)PER A (3)CEL O (4)CLA K (12)LIR S (30)PER A (35)GER B (61)HEM R (28)PER A (204 sf)SOD (403 sf)SOD (63)PER A (27)LIR S (61)HEM R (6)CLA K (71)GER B (12)LIR S (4)FOR C(14)HEM G (1)CEL O (25)PER B (7)ACE G (12)LIR S (5)HYD P (464 sf)SOD (32 sf)SOD (37 sf)SOD(37 sf)SOD Monon Boulevard (NB) Monon Boulevard (SB)1st Street SWCycle Track (NB) Cycle Track (SB) See Monon & Main Package Old Town On The Monon Apartments (South) Old Town On The Monon Apartments (North) Carmel Clay Historical SocietyExisting Building Existing Monon Trail Monon & Main (future) Proje ct Li mi t Li n e Project Limit Line Project Limit L i n e Project Limit Line RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 SCALE: 1" = 10' 0' 5' 10'20' LANDSCAPE PLANLW PA AR KO 1"=10' L1.3 NORTHSEE SHEET L1.2 - MATCH LINE 'A' STATION 25+17.50 TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS ACE G 11 Acer griseum Paperbark Maple B & B 2.5"Cal AME G 4 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry B & B 6` Clump multi-stem, min. 3 trunks CEL O 14 Celtis occidentalis Common Hackberry B & B 3"Cal CLA K 10 Cladrastis kentukea American Yellowwood B & B 3"Cal GYM D 10 Gymnocladus dioicus `Espresso`Kentucky Coffeetree B & B 3"Cal SYR R 6 Syringa reticulata `Ivory Silk`Japanese Tree Lilac B & B 2.5"Cal ULM M 5 Ulmus x `Morton Glossy` TM Triumph Elm B & B 3"Cal Match Specimen SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS FOR C 39 Forsythia x `Courtasol` TM Gold Tide Forsythia 5 gal 36" o.c. Well rooted, healthy, full HYD P 22 Hydrangea paniculata `Ilvobo` BOBO Bobo Hydrangea 5 gal 42" o.c. Well rooted, healthy, full ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS SPO H 56 Sporobolus heterolepis Prairie Dropseed 1 gal 24" o.c. Well rooted, healthy full PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS GER B 200 Geranium macrorrhizum `Beven`s Variety` Beven`s Variety Geranium 1 gal 15" o.c. Well-rooted, healthy, full HEM G 87 Hemerocallis x `Going Bananas`Daylily 1 gal 18" o.c. Well-rooted, healthy, full HEM R 276 Hemerocallis x `Rosy Returns`Daylily 1 gal 15" o.c. Well-rooted, healthy, full LIR S 435 Liriope spicata `Big Blue`Creeping Lily Turf 1 gal 14" o.c. Well-rooted, healthy, full MON B 46 Monarda bradburiana Eastern Bee Balm 1 gal 18" o.c. Well-rooted, healthy, full PER A 532 Perennial Mix `A`Perennial Mix `A`1 gal 18" o.c. See perennial mix schedule for species PER B 238 Perennial Mix `B`Perennial Mix `B`1 gal 18" o.c. See perennial mix schedule for species PER C 123 Perennial Mix `C`Perennial Mix `C`1 gal 18" o.c. See perennial mix schedule for species SYM V 58 Symphyotrichum novae-angliae `Vibrant Dome` Vibrant Dome New England Aster 1 gal 18" o.c. Well-rooted, healthy, full TURF QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS SOD 9,086 sf Turf Sod Drought Tolerant Fescue Blend Sod See specifications PLANT SCHEDULE 3" HIGH TOPSOIL SAUCER REFER TO PLANS FOR FINISH GRADE WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER TOPSOIL, AMENDED PER PLANTING CONDITIONS, SEE SPECIFICATIONS AND SOILS PLAN, WATER THOROUGHLY TO ELIMINATE AIR POCKETS SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL TYPE D", COMPACTED TO 85-90% PROCTOR 1 NOT TO SCALE TREE PLANTING GENERAL NOTES: 1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE, REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY. 2. AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3. REMOVE TRUNK WRAP, IF PRESENT. 4. REMOVE ALL TAGS AND LABELS. 5. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 6. TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING. 7. STAKING AND GUYING OF TREES WILL ONLY BE REQUIRED WHERE TREE STABILITY PROBLEMS OCCUR AS DETERMINED BY THE LANDSCAPE ARCHITECT OR ARBORIST. 7.1. GUYING MATERIAL SHALL BE FLAT, WOVEN POLYPROPYLENE STRAPS, FASTENED TO WOODEN STAKES TO ALLOW FOR TREE MOVEMENT. STAKES SHALL BE INSTALLED OUTSIDE OF ROOTBALL. ARBORTIE SYSTEM, OR ACCEPTABLE EQUIVALENT. 8.SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. 2 NOT TO SCALE TREE PLANTING IN TREE GRATE SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE 2" DEEP SHREDDED BARK MULCH (IN PLANT BEDS AND LAWN ONLY), REFER TO SPECS. HOLD BACK FROM 3" FROM TRUNK OF TREE. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. STAKING AND GUYING SYSTEM, ONLY IF REQUIRED. SEE NOTES EQUAL TO 1/2 BALL DIAMETER REFER TO PLANS FOR FINISH GRADE OF STONE LAYER SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE 2" DEEP MULCH, STONE (IN TREE GRATES ONLY) WITH GEOTEXTILE FABRIC, SEE SPECIFICATIONS. HOLD BACK 3" FROM TRUNK OF TREE. PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. BACKFILL WITH "TOPSOIL, AMENDED - PLANTING SOIL TYPE B", WATER THOROUGHLY TO ELIMINATE AIR POCKETS SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL TYPE B", COMPACTED TO 85-90% PROCTOR "TOPSOIL, SUSPENDED PAVEMENT", SEE DETAILS GENERAL NOTES: 1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE, REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY. 2. AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3. REMOVE TRUNK WRAP, IF PRESENT. 4. REMOVE ALL TAGS AND LABELS. 5. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 6. TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING. 7. STAKING AND GUYING OF TREES IS REQUIRED FOR ALL TREES IN GRATES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT. 7.1. GUYING MATERIAL SHALL BE FLAT FABRIC STRAPS, FASTENED TO GUYING ANCHORS. ANCHORS SHALL EXTEND INTO UNDISTURBED SUBGRADE. ARBORGUY SYSTEM, OR APPROVED EQUAL. ROOTBALL GUYING SYSTEM, SEE NOTES TREE GRATE, SEE DETAILS ROOT BARRIER, SEE "TOPSOIL, SUSPENDED PAVEMENT" DETAILS COMPACTED BASE LAYER, SEE "TOPSOIL, SUSPENDED PAVEMENT" DETAILS SCARIFY SUBSOIL, SEE SPECIFICATIONS SLOPE & SCARIFY SIDES OF PIT WIDTH OF PIT TO BE TWO TIMES ROOT BALL DIAMETER SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON" TOPSOIL, PLANTING SOIL TYPE C", COMPACTED TO 85-90% PROCTOR REFER TO PLANS FOR FINISH GRADE 3" HIGH TOPSOIL SAUCER FOR INDIVIDUAL PLANTS 2" HARDWOOD BARK MULCH, SEE SPECIFICATIONS. HOLD BACK 3" FROM CONTACT W/ STEMS OF SHRUB SET ROOT FLARE ZONE 1-2" ABOVE FINISHED GRADE 3 NOT TO SCALE SHRUB PLANTING GENERAL NOTES: 1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. 2. REMOVE CONTAINER OR AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE 3. REMOVE ALL TAGS AND LABELS. 4. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL. REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE. 5. SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. EQUAL TO 1/2 BALL DIAMETER PRUNE ONLY DEAD OR BROKEN BRANCHES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT VARIES 1'-0" TO 2'-0" "TOPSOIL, AMENDED - PLANTING SOIL TYPE A", WATER THOROUGHLY TO ELIMINATE AIR POCKETS, SEE SOILS PLAN FOR DEPTH TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS 4 NOT TO SCALE PERENNIAL/GROUNDCOVER/GRASSES PLANTING 2" HARDWOOD BARK MULCH, KEEP OFF BASE OF PLANT, SEE SPECIFICATIONS REMOVE CONTAINER TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS REFER TO PLANS FOR FINISH GRADE VARIES 1'-0" TO 2'-0" "TOPSOIL, AMENDED - PLANTING SOIL TYPE A", WATER THOROUGHLY TO ELIMINATE AIR POCKETS, SEE SOIL PLAN FOR DEPTH GENERAL NOTES: 1. SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY. 2. ALL PERENNIAL BEDS SHALL BE PLANTED USING TRIANGULAR PLANTING SCHEME. REFER TO PLANTING SCHEDULE FOR ON-CENTER PLANTING DIMENSION. PERENNIAL MIX SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL SPACING REMARKS PER A PERENNIAL MIX A 1 / 3 Stachys officinalis 'Hummelo'Alpine Betony 1gal 18" o.c.Well-rooted, healthy, full 1 / 3 Coreopsis verticillata 'Golden Showers'Golden Showers Coreopsis 1gal 18" o.c.Well-rooted, healthy, full 1 / 3 Sesleria autumnalis Autumn Moor Grass 1 gal 18" o.c.Well-rooted, healthy, full PER B PERENNIAL MIX B 1/4 Achillea millefolium 'Saucy Deduction'Saucy Seduction Yarrow 1 gal 18" o.c.Well-rooted, healthy, full 1/4 Echinacea purpurea 'Pow Wow Wild White'White Coneflower 1 gal 18" o.c.Well-rooted, healthy, full 1/4 Salvia nemorosa 'Blue Hill'Blue Hill Garden Sage 1 gal 18" o.c.Well-rooted, healthy, full 1/4 Salvia nemorosa 'Wesuwe'Wesuwe Garden Sage 1 gal 18" o.c.Well-rooted, healthy, full PER C PERENNIAL MIX C 1 / 3 Liatris spicata 'Kobold'Kobold Blazing Star 1 gal 18" o.c.Well-rooted, healthy, full 2 / 3 Calamintha nepeta spp. nepeta Lesser Calamint 1 gal 18" o.c.Well-rooted, healthy, full RECOMMENDEDFOR APPROVAL LANDSCAPE ARCHITECT DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILESCALECITY OF CARMEL MONON TRAIL - URBAN SECTION -- -- RUNDELL ERNSTBERGER ASSOCIATES Landscape Architecture + Urban Design + Civil Engineering 618 East Market Street, Indianapolis, IN 46202 TE [317] 263.0127 FX [317] 263.2080 E-mail: reaindy@reasite.com www.reasite.com 1436 N/A 7.25.2017 LANDSCAPE SCHEDULE, NOTES, & DETAILSLW PA LW KO 1"=10' L1.6 LANDSCAPE NOTES 1. NOTIFY OWNER/ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS, PRIOR TO THE BID DATE, AND/OR PRIOR TO CONSTRUCTION. 2. LANDSCAPE ARCHITECT AND OWNER TO INSPECT ALL PLANT LOCATIONS AND PLANT BED EDGES PRIOR TO INSTALLATION. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON-SITE. ON-SITE ADJUSTMENTS WILL BE REQUIRED. 3. PLANT COUNTS INDICATED ON DRAWING ARE FOR LANDSCAPE ARCHITECT'S USE ONLY. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY TAKE-OFFS USING DRAWINGS, SPECIFICATIONS, AND PLANTING SCHEDULE REQUIREMENTS (I.E. SPACING) - UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. CONTRACTOR SHALL ACCOUNT FOR ALL SLOPES IN MATERIAL QUANTITY CALCULATIONS. 4. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 5. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT AVAILABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DETERMINE MATERIAL EQUIVALENCY. 6. THE CONTRACTOR SHALL INSTALL "TOPSOIL, AMENDED" IN ALL PROPOSED PLANT BED AREAS AND ALL DISTURBED AREAS, SEE SOILS PLANS. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND QUANTIFYING THE EXISTENCE OF SUITABLE TOPSOIL - SEE SPECIFICATIONS FOR TOPSOIL TESTING, AMENDING, AND STRIPPING AND STOCKPILING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE OWNER / ARCHITECT WITH A TOPSOIL TEST ANALYSIS. IF SUITABLE TOPSOIL IS NOT PRESENT ON SITE, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TOPSOIL ACCORDING TO THE PLANS, DETAILS, AND SPECIFICATIONS. TOPSOIL SHALL BE AMENDED TO BECOME "TOPSOIL, AMENDED" AND BE TRANSITIONED INTO SUBGRADE ACCORDING TO LANDSCAPE DETAILS AND SPECIFICATIONS. 8. THE EARTHWORK CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF "TOPSOIL, AMENDED", PRIOR TO THE OWNER / LANDSCAPE ARCHITECT VERIFYING THE EXISTENCE OF SUITABLE TOPSOIL AND FINISH GRADE. THE OWNER / LANDSCAPE CONTRACTOR SHALL VERIFY DEPTH OF PLANTING SOIL PRIOR TO PLANT INSTALLATION. 9. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES AND EXISTING EXTERIOR PLANTS FROM DAMAGE CAUSED BY PLANTING OPERATIONS. RECONDITION AND SOD ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (PRESERVED, RENOVATED AREAS, MULCH, GROUNDCOVER, ETC). 10. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON-SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY THE OWNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE/SHE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED. 12. ALL PLANT BEDS TO RECEIVE "TOPSOIL, AMENDED" OVER SUITABLE SUBSOIL DOWN TO DRAINAGE LAYER. SEE SOIL PLAN, DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 13. PLANT BEDS TO RECEIVE 2" MIN. OF SHREDDED HARDWOOD MULCH (UNLESS OTHERWISE NOTED) - SEE SPECIFICATIONS. THE USE OF COMPOST MIXES IN PERENNIAL, ORNAMENTAL GRASS, AND GROUND COVER BEDS IS ACCEPTABLE UPON WRITTEN APPROVAL BY OWNER/ARCHITECT. 14. ALL TREE PITS TO BE DUG IN ADVANCE OF PLANTING AND EACH TREE PIT TO BE TESTED FOR ADEQUATE DRAINAGE. SEE SPECIFICATIONS FOR INSTRUCTIONS ON HOW TO ADMINISTER THE TEST FOR RATE OF PERCOLATION. PROVIDE DRY WELL IF DETERMINED NECESSARY BY LANDSCAPE ARCHITECT - SEE SPECS. 15. AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUNDCOVER BEDS AT RATES SPECIFIED BY THE MANUFACTURER FOR EACH VARIETY OF PLANT. 16. SEE PLANTING SCHEDULE & LANDSCAPE DETAILS FOR FURTHER REQUIREMENTS. 17. REFER TO EROSION CONTROL PLANS, DETAILS, AND SPECS FOR ADDITIONAL REQUIREMENTS. 18. REFER TO CIVIL & DRAINAGE PLANS FOR ALL UNDERGROUND PIPE LOCATIONS. 4th StreetCycle Track (NB)estMidtown WestngMonon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)ggtgtgtgesnstgMidtown WestCWFSPM2" WATER METERBACKFLOW PREVENTERIN ENCLOSUREPUMP STATIONMASTER VALVEFLOW SENSORWIRELESS WEATHER SENSOR2" WATER TAP4th StreetCycle Track (NB)SEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATION113.023.438.25QUICK COUPLERS1S2CAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONCAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONSEE DETAIL 8/IR1.6SAFE-T-COVER ENCLOSURE: #300-ALCONTROLLERRECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'IRRIGATION PLANJDJDJZJD1"=10'IR1.1NORTHSEE SHEET IR1.2 - MATCH LINE 'A' STATION 22+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION. 2nd Street Hotel & SpaHappy DogClayworksClarey Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)SEE SHEETS IR1.4 AFOR SILVA CELL IRR417.154.4910.1109.061124.01218.3COORDINATE MAINLINEWITH SILVA CELLSCOORDINATE MAINLINEWITH SILVA CELLSS1S2RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'IRRIGATION PLANJDJDJZJD1"=10'IR1.2NORTHSEE SHEET IR1.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET IR1.1 - MATCH LINE 'A' STATION 22+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION. Monon Boulevard (NB)1st Street SWMonon Cycle Track (NB)Cycle Track (NB)Old Town On The Monon Apartments (South) Old Town On The Monon Apartments (NortCommunity Green1st Street SWMonon Boulevard (SB)Cycle Track (NB)Cycle Track (NB)SEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATIONSEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATION417.154.469.99711.286.61325.1COORDINATE MAINLINEWITH SILVA CELLSS1S2CAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONCAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONEND WIRE PATH 1 IN VALVE BOX WITH LIGHTNING ARRESTOREND WIRE PATH 2 IN VALVE BOX WITH LIGHTNING ARRESTOR180°180°180°180°180°180°180°180°RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'-IRRIGATION PLANJDJDJZJD1"=10'IR1.3NORTHSEE SHEET IR1.2 - MATCH LINE 'A' STATION 25+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION. DRIP TUBING IN PERFORATED SLEEVE (TYP.)MononCycle Track (NB)Monon Boulevard (SB)MononCycle Track (NB)Monon Boulevard (SB)Cycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)Sun KingMidtown WestHotel & SpaOld Town On The Monon Apartments (South) Carmel Clay Historical SocietyHappy DogClayworksClarey Midtown WestKingSun Ki1st Street SW4th StreetDRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'SILVA CELL IRRIGATIONJDJDJZJD1"=10'IR1.4NORTHSILVA CELL IRRIGATION WEST1SILVA CELL IRRIGATION WEST2SILVA CELL IRRIGATION KEY MAPWEST 1WEST 2 DRIP TUBING IN PERFORATED SLEEVE (TYP.)Monon Boulevard (NB)1st StreeCycle Track (NB)1st StreeCycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)Monon Boulevard (NB)1st Street SW2nd Street 4th StreetMonon Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Sun KingMidtown WestHotel & SpaOld Town On The Monon Apartments (South) Carmel Clay Historical SocietyHappy DogClayworksClarey Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Community GreenMidtown WestKingSun Ki1st Street SW4th StreetCycle Track (NB)Cycle Track (NB)Monon Boulevard (SB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'SILVA CELL IRRIGATIONJDJDJZJD1"=10'IR1.5NORTHSILVA CELL IRRIGATION EAST1SILVA CELL IRRIGATION EAST2SILVA CELL IRRIGATION KEY MAPEAST 1EAST 2 1'-5"1'-6"2'1'-6"WATER METERRPZ BACKFLOW PREVENTERQUICK COUPLER VALVEMUNRO COMPLETE PRO II PUMP STATIONMASTER VALVE IN 10" ROUND VBFLOW SENSOR IN 10" ROUND VBBALL VALVE IN 10" ROUND VBBOLLARDS (BY OTHERS)TO IRRIGATIONxMIN. 10X PIPEDIAMETER BETWEENMV AND FSxMIN. 5X PIPE DIAMETERAFTER FLOW SENSORBEFORE ANY FITTINGSOR CHANGE OFDIRECTIONSAFE-T-COVER ENCLOSURE: #300-ALINSIDE DIMENSIONS 22”X72”X38” TALL2" SUPPLY LINERECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####IRRIGATION DETAILSJDJDJZJDN.T.S.IR1.6QUICK COUPLER VALVE MODEL 5RC212345BRASS, THREADED BALL VALVE673WIRELESS WEATHER SENSOR11RAIN BIRD 1804 POP-UP SPRINKLER4PGA SERIES REMOTE-CONTROL VALVE1RAIN BIRD 1812 POP-UP SPRINKLER53" MIN.ONOFF1" LOW FLOW CONTROL ZONE KIT XCZ-LF-100-PRF12POINT OF CONNECTION EQUIPMENT LAYOUT8SMARTLINE CONTROLLER IN SLPED-ENC ENCLOSUREWeathermatic10PUMP AND BACKFLOW PREVENTER IN ENCLOSURE10 RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####IRRIGATION DETAILSJDJDJZJDN.T.S.IR1.7Two-wire irrigation details:Two-wire notes:NOTES:CONTROLLER AS POSSIBLECOPPER CLAD GROUND ROD.5/8" DIA. x 8'-0" UL LISTEDTOP TO BE 6" BELOW GRADEAND LOCATED AS CLOSE TO (TYPICAL)GROUND ROD600' (200 m)2' EXPANSIONCOIL AT ALLSPLICESSLGDT SURGEARRESTOREVERY 600'TYPICALDECODERSLDEC2TERMINATE ANDGROUNDTWO WIRE PATHSLWIRE 14-2 OR 12-2SLDEC2SLGDTSLCONN8' COPPER CLADGROUND RODCADWELD#8 BARECOPPER WIRESLGDT6" VALVE BOX2-WIRE PATHSLCONNYELLOW POWERWIRERED MASTERVALVE WIRE(OPTIONAL)BLUE, FOURTH VALVEGREEN, THIRD VALVEYELLOW, SECOND VALVEORANGE, FIRST VALVEWHITE, VALVE COMMONWIRE SIZINGPOWER AND MASTER VALVE DETAIL703SLGDT SCHEMATIC04DECODER SCHEMATIC05SYSTEM REQUIREMENTS01GREENREDEARTH GROUNDBLACKBLACKREDTWO WIRE PATHSMARTWIRE WIRE PATH LAYOUT0206GROUNDING DETAIL