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16-ENG-38 FT Plans (Rev 2) Range Line.and.ExecutiveCarmel CLAY TOWNSHIP 36 LOCATION MAP INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2018, INDOT SUPPLEMENTAL SPECIFICATIONS. NO.DATE REVISIONS APPR.BY CERTIFIED BY:DATE PLANS PREPARED BY: OWNER CITY OF CARMEL ONE CIVIC SQUARE CARMEL, INDIANA 46032 (317) 571-2400 TOPOGRAPHIC SURVEY BY: DESIGNED:CHECKED: DRAWN:CHECKED: LORI WATSON - MEMBER BOARD OF PUBLIC WORKS AND SAFETY MARY ANN BURKE - MEMBER JAMES BRAINARD, MAYOR - CHAIRMAN APPROVED BY: PROJECT LOCATION CITY OF CARMEL ROUNDABOUT IMPROVEMENTS 1 TITLE SHEET & INDEX SHEET DESIGNATIONSHEET NO. INDEX CITY OF CARMEL STANDARDS; RONALD CARTER KEVIN RIDER LAURA CAMPBELL BRUCE KIMBALL JEFF WORRELL SUE FINKAM CITY COUNCIL MEMBERS HONORABLE JAMES BRAINARD, MAYOR Know what'sbelow. before you dig.Call R Note: Listed below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist. UTILITIES surveyor has not physically located the underground utilities. although the surveyor does certify that they are located as accurately as possible from information available. The The surveyor further does not warrant that the underground utilities shown are in the exact location indicated no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes NOTE: AMERICAN STRUCTUREPOINT, INC. AMERICAN STRUCRUREPOINT, INC. 7620 SHADELAND STATION INDIANAPOLIS, INDIANA 46256 (317) 547-5580 GRAPHIC SCALES 200001000 FEET 7 REFERENCE POINTS CONSTRUCTION DETAILS PROJECT NO. 16-ENG-38 PLAN AND PROFILES TJM RJC NRM NRM PROJECT NO. 16-ENG-38 - ROUNDABOUT IMPROVEMENTSMISCELLANEOUS DETAILS 2-3 R 3 E | R 4 E T 17 N T 18 N 31 61 ELECTRIC Brynn Streeter (317) 703-0681 Kokomo, IN 46902 1619 W. Deffenbaugh Rd. Duke Energy COMMUNICATION Brian Cravens (317) 610-5424 Indianapolis, IN 46204 240 N. Meridian St. AT & T GAS Brandon Lawson (317) 776-5570 Noblesville, IN 46060 16000 Allisonville Rd. Vectren Jeff Taylor (309) 838-0788 New Palestine, IN 46163 5650 Rockway Dr. Windstream CABLE TV Joe Burton (317) 339-9075 Indianapolis, IN 46218 3030 Roosevelt Avenue Bright House Networks FIBER OPTIC Patrick Taylor (309) 997-6419 New Palestine, IN 46163 5650 Rockway Dr. Zayo Bandwidth Patrick Taylor (309) 997-6419 New Palestine, IN 46163 5650 Rockway Dr. Fiber Tech Patrick Taylor (309) 997-6419 New Palestine, IN 46163 5650 Rockway Dr. Indiana Fiber Network SEWER & WATER John Duffy (317) 571-2442 Carmel, IN 46032 760 3rd Avenue SW, Suite 110 Carmel Utilities SEWER Ryan Hartman (317) 844-9200 Indianapolis, IN 46280 10701 North College Avenue, Suite A Clay Township Regional Waste District FIBER OPTIC Rick Andricks (614) 483-6350 Caledonia, MI 49316 7020 Southbelt Dr. SE US Signal Chris Fowler (317) 685-8050 Indianapolis, IN 46225 720 W. Henry St. MCI Greg Bedell (317) 571-2586 Carmel, IN 46032 31 1st Avenue NW Carmel Clay Communications Center Dewayne Hamilton (317) 916-2708 Indianapolis, IN 46225 1902 South East St. Level 3 Communications 17-22 TYPICAL CROSS SECTIONS CROSS SECTIONS LINE "PR-RL2" CROSS SECTIONS LINE "PR-S4A" LIGHTING DETAILS PAVEMENT MARKINGS AND SIGN DETAILS STRUCTURE DATA TABLE 37-40 70-75 83-84 85-110 TONY GREEN 34-36 RETAINING WALL DETAILS 8 DETOUR PLAN RANGE LINE ROAD AND EXECUTIVE DRIVE 24-26 23 ROUNDABOUT ALIGNMENT PLAN SPOT ELEVATION DETAILS 30-33 EROSION CONTROL DETAILS CURB RAMP DETAILS27-28 UNDERDRAIN TABLE 11 MAINTENANCE OF TRAFFIC DETAILS INTERSECTION REMOVAL DETAILS 12-16 5-6 PLAT NO. 1 4 9-10 HARDSCAPE PLANS 7/31/2017 41-49 PLANTING PLANS IRRIGATION PLANS 50-60 61-69 111-114 81-82 76 SUMMARY OF QUANTITIES AND APPROACH TABLE WATER LINE RELOCATION PLAN 29 KROGER PARKING LOT DETAILS 77-80 DOCUMENTS CONSTRUCTION FINAL 1 8/07/2017 NRM 76, 76-A, 83, 77-80, 102-105 48, 48-A, 49-1, 50-54, 55, 55-A, 56-61, 66-68, 70-71, 73-74, Revised Sheets 4-1, 12, 14, 19-20, 26-28, 28-1, 41-47, 47-A Raised Pedestrian Crosswalk Warning Light System Added Shared-Use Path Extended to Monon Green Blvd. 8/11/20172 NRM 47-A, 47-B, 49-1, 51-53, 60, 76-A, 94-110 Revised Sheets 2-4, 4-1, 12, 18-21, 26, 28, 37, 41-44, 46, Landscaping Plan has been updated Luminaire No. 2 Location Revised Median Roll Curb Type Changed & Structural Soil Added W 116th St S Guilford RoadMitchell RoadCollege AveClark StW Carmel Dr Gradle Dr Woodland DrE 116th St Shoshone Dr Jefferson Dr ECar mel Cr eekCarmel Creek Woodland LnCentury DrWestfield BlvdKeystone PkwyE Carmel Dr Medical Dr Ralston AveExecutive Dr Napanee DrPawnee RdUte Dr Osweego DrWinona Dr 3rd Ave.Gradle Dr 126th St City Center Dr S Range Line RoadNo. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRU M .R SALOHCIN 11400799 4% 13 K 15 26 2%2% 1'-0" 10'-0"10'-0"2'-0" Line "PR-RL2" Varies Lane Lane Profile Grade Subgrade Treatment, Type IC 1 1 2'-0" 207+63.75 "PR-RL2" to 209+65.00 "PR-RL2" 203+88.56 "PR-RL2" to 206+49.68 "PR-RL2" Varies; See Construction Details and Roundabout Alignment Details 1'-0" Existing Ground 3:1 3:126 8'-0" F1 1.5% Shared-Use Path 6'-0" Buffer 1.5% 26 4% 13 K15 2%2% 1'-0" 10'-0"10'-0"2'-0"Varies LaneLane Profile Grade Subgrade Treatment, Type IC 1 2'-0" 3'-0" Buffer 1.5% 26 2'-0"14'-0"3'-0"2'-0"8'-0"14'-0" R1 R1 1515 Lane Lane Bike Track Line "PR-RL2" 1'-0" A 1'-0" A Sawcut Sawcut 27 209+65.00 "PR-RL2" to 210+75.00 "PR-RL2" 1'-0" Subgrade Treatment, Type IC 1'-0" 3:1 3:126 8'-0" F1 1.5% Shared-Use Path 6'-0" Buffer 1.5%2%2%2% 2'-0"2'-0" Exist. PavementExist. Pavement Profile GradeProfile Grade 9'-0" 1'-0" 14'-0"3'-0"8'-0" R Lane Bike Track Line "PR-RL2" 1'-0" A Sawcut 27 218+74.58 "PR-RL2" to 223+50.56 "PR-RL2" 1'-0" Exist. Pavement 2'-0"5'-0"14'-0" R LaneExist. Sidewalk Curb Exist. Exist. Sawcut A 3'-0" Buffer Exist. Exist. Pavement Exist.Exist. 2'-0"5'-0" Exist. Sidewalk 3'-0" Buffer Exist. Curb Exist. R 1'-0"8'-0" F1 1.5% Shared-Use Path 6'-0" Buffer 1.5%3:13:1 26 Existing Ground Existing Ground Existing Ground Existing Ground 26 263'-0"Cover1'-6"(Directly Over Conduit) Polyethylene Identification Tape 4" Ø Open Conduit CONDUIT/INNERDUCT DETAIL For additional details, see City of Carmel Standard Drawing No. 10-44. For location, see Lighting Details. NOTES: (Directly Over Conduit) Polyethylene Identification Tape 4" Ø Open Conduit CONDUIT/INNERDUCT DETAIL For additional details, see City of Carmel Standard Drawing No. 10-44. For location, see Lighting Details. NOTES: 3'-0"Cover1'-6"(Directly Over Conduit) Polyethylene Identification Tape 4" Ø Open Conduit CONDUIT/INNERDUCT DETAIL For additional details, see City of Carmel Standard Drawing No. 10-44. For location, see Lighting Details. NOTES: 3'-0"Cover1'-6"RANGE LINE ROAD RANGE LINE ROAD RANGE LINE ROAD 16 5'-0" 16 Sawcut Sawcut 7'-0"1'-0"1'-0" A 2'-0" 4% 13 4% 13 26 1 1 Varies 2'-0"14'-0"3'-0"8'-0"14'-0" 15 Lane Lane Bike Track 1'-0" A Sawcut 27 210+75.00 "PR-RL2" to 218+74.58 "PR-RL2" 1'-0" Subgrade Treatment, Type IC 2'-0" Exist. PavementExist. Pavement 1'-0"8'-0" F1 1.5% Shared-Use Path 6'-0" Buffer 1.5%3:13:1 26 Existing Ground 26 (Directly Over Conduit) Polyethylene Identification Tape 4" Ø Open Conduit CONDUIT/INNERDUCT DETAIL For additional details, see City of Carmel Standard Drawing No. 10-44. For location, see Lighting Details. NOTES: 1'-6"RANGE LINE ROAD Line "PR-RL2" 2'-0"5'-0" Exist. Sidewalk 3'-0" Buffer Exist. Curb Exist. Existing Ground to be Removed Existing Pavement in Median to be Removed Existing Pavement in Median 3'-0"Cover1'-0" Existing Ground 3:13:1 26 8'-0" F1 1.5% Shared-Use Path Subgrade Treatment, Type IC A 1'-0" 9'-0" 1'-0"5'-0" 16 Varies A Sawcut Sawcut 16 Exist. R Exist. R Exist. R 15 Depressed13 1% C 2'-0" 3:1 1'-0" 8'-0" Parallel Parking PARALLEL PARKING DETAIL 204+52.00 "PR-RL2" to 205+84.00 "PR-RL2" Type IC Subgrade Treatment, 26 13 C 8'-0" Parallel Parking PARALLEL PARKING DETAIL 220+25.00 "PR-RL2" to 221+45.00 "PR-RL2" A 1'-0" Sawcut Type IC Subgrade Treatment, Walk to Remain Exist. Conc./Brick Material Req'd 1/2" Expansion Joint 0.5% 2'-0" 15 Depressed Subgrade Treatment, Type ICSubgrade Treatment, Type IC Subgrade Treatment, Type IC Subgrade Treatment, Type IC 2'-0" 2'-0"2'-0" 2'-0" Material Req'd 1/2" Expansion Joint Material Req'd 1/2" Expansion Joint U U U U 2'-0" 15 1'-0" A 2'-0"Sawcut R 2% Exist. Pavement Type IC Subgrade Treatment, 8'-0" F1 1.5% Shared-Use Path SHARED-USE PATH ADJACENT TO CURB DETAIL 217+54.81 "PR-RL2" to 218+44.22 "PR-RL2" Material Req'd 1/2" Expansion Joint Material Req'd 1/2" Expansion Joint Do Not Disturb Handrail & Wall 4" Ø Innerduct 4" Ø Innerduct 4" Ø Innerduct 4" Ø Innerduct 2 2 Revised 8/11/2017 - Roll Curb changed and Structural Soil added 2 Details See Landscaping Details See Landscaping Structural Soil3'-0"Structural Soil3'-0"LEGEND Sidewalk, Concrete, 4 in. A F1 F K 6 in. Concrete Class "A" on Compacted Subgrade 165 #/Sys. HMA Surface, Type "C", 9.5mm on R 165 #/Sys. HMA Surface, Type "C", 9.5mm Milling, Asphalt, 1.5" Sodding, Nursery 15 16 26 T 27 R1 Milling, Asphalt, Variable Depth (1" Min.) HMA Wedge & Level, Type C on 385 #/Sys. HMA Interm., Type "C", 19.0mm on 165 #/Sys. HMA Surface, Type "C", 9.5mm on 330 #/Sys. HMA Base, Type "C", 25.0mm 250 #/Sys. HMA Interm., Type "C", OG, 19.0mm on 385 #/Sys. HMA Base, Type "C", 25.0mm on 275 #/Sys. HMA Interm., Type "C", 19.0mm on 165 #/Sys. HMA Surface, Type "C", 9.5mm on 10 in. of Compacted Aggregate No. 53 Decorative Concrete Pavement, Truck Apron, 7" Curb & Gutter Concrete Type II (See Miscellaneous Details) Roll Curb for Truck Apron C Subgrade Treatment Type II PCCP for Approaches, 6 in., on U 18 (See Miscellaneous Details) Modified Roll Curb Straight Concrete Curb13 Underdrain, 6 in. (See Landscape Details) Movable Planter Boxes (See Landscape Details) Shared-Use Path BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of2 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.TY.01.dgn8/11/2017 5:31:16 AMnmurphy FOR APPROVAL RECOMMENDED Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 1/4" = 1'-0" TYPICAL CROSS SECTIONSTJMRJC NRM NRM N/A 16-ENG-38RANGE LINE ROAD SHEETS 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 2% 4%4% 2% F 26 13 13 K K15 15 F Roundabout Center 4% ROUNDABOUT TYPICAL SECTION 1'-0"1'-0"2'-0"6'-0"1'-0" 32'-0"8'-0"2'-0"14'-0" 2'-0" 14'-0"3'-0" 13 T 16 K 15 2%2% 2% Center Island Truck Apron Lane Lane 26 1.5% 3:1 3:126 1'-0" 3:1 3:126 Line "PR-S4A" Varies EXECUTIVE DRIVE 2'-0"6'-0" 1.5% Varies Lane Profile GradeProfile Grade Sidewalk Varies 1.5% LaneSidewalk 1'-0" Subgrade Treatment, Type ICSubgrade Treatment, Type IC Subgrade Treatment, Type IC3:13:1 26 Varies 1 11 1 2'-0"2'-0" 2'-0" 53+15.38 "PR-S4A" to 54+30.00 "PR-S4A" 50+60.00 "PR-S4A" to 51+73.11 "PR-S4A" 2% 15 F 1'-0" 3:1 3:126 Line "PR-S4A" EXECUTIVE DRIVE 2'-0"6'-0" 1.5% Profile Grade Sidewalk 54+30.00 "PR-S4A" to 55+29.58 "PR-S4A" Sawcut Subgrade Treatment, Type IC 2'-0" 1'-0" A R1 20'-0" 2% 15 F 1'-0"3:13:1 26 2'-0"6'-0" 1.5% Sidewalk Sawcut Subgrade Treatment, Type IC 2'-0" 1'-0" A R1 20'-0" Existing Ground Existing Ground Existing Ground Existing Ground Existing Ground 25'-0"2'-0"8'-0"14'-0"3'-0"8'-0"14'-0" R R 7'-0"Lane Lane Bike Track 4% Exist. Sidewalk 27 1'-0"Curb Exist. Subgrade Treatment, Type IC Exist.Exist.Exist. Exist. Pavement Exist. Pavement 11 2'-0"10'-0" Exist. Sidewalk Curb Exist. R 1 1 223+50.56 "PR-RL2" to 231+20.60 "PR-RL2" RT. 223+50.56 "PR-RL2" to 231+28.60 "PR-RL2" LT. Existing Ground Existing Ground (Directly Over Conduit) Polyethylene Identification Tape 4" Ø Open Conduit CONDUIT/INNERDUCT DETAIL For additional details, see City of Carmel Standard Drawing No. 10-44. For location, see Lighting Details. NOTES: 3'-0"Cover1'-6"RANGE LINE ROAD 1'-0" A Sawcut 16 Subgrade Treatment, Type IC Sawcut A16 1'-0" 1 4% 1 Varies; See Construction Details to be Removed Existing Pavement in Median 8'-0" F1 1.5% Shared-Use Path 2'-0" 2'-0" U U U U U Or OrRR See Landscape Plans Material Req'd 1/2" Expansion Joint 4" Ø Innerduct 2 See Landscaping Details 2 Revised 8/11/2017 - Roll Curb changed LEGEND Sidewalk, Concrete, 4 in. A F1 F K 6 in. Concrete Class "A" on Compacted Subgrade 165 #/Sys. HMA Surface, Type "C", 9.5mm on R 165 #/Sys. HMA Surface, Type "C", 9.5mm Milling, Asphalt, 1.5" Sodding, Nursery 15 16 26 T 27 R1 Milling, Asphalt, Variable Depth (1" Min.) HMA Wedge & Level, Type C on 385 #/Sys. HMA Interm., Type "C", 19.0mm on 165 #/Sys. HMA Surface, Type "C", 9.5mm on 330 #/Sys. HMA Base, Type "C", 25.0mm 250 #/Sys. HMA Interm., Type "C", OG, 19.0mm on 385 #/Sys. HMA Base, Type "C", 25.0mm on 275 #/Sys. HMA Interm., Type "C", 19.0mm on 165 #/Sys. HMA Surface, Type "C", 9.5mm on 10 in. of Compacted Aggregate No. 53 Decorative Concrete Pavement, Truck Apron, 7" Curb & Gutter Concrete Type II (See Miscellaneous Details) Roll Curb for Truck Apron C Subgrade Treatment Type II PCCP for Approaches, 6 in., on U 18 (See Miscellaneous Details) Modified Roll Curb Straight Concrete Curb13 Underdrain, 6 in. (See Landscape Details) Movable Planter Boxes (See Landscape Details) Shared-Use Path RANGE LINE ROAD AND EXECUTIVE DRIVE BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of3 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.TY.02.dgn8/11/2017 5:31:17 AMnmurphy FOR APPROVAL RECOMMENDED Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 1/4" = 1'-0" TYPICAL CROSS SECTIONSTJMRJC NRM NRM N/A 16-ENG-38 SHEETS 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 TYPICAL CENTER CURB TYPE D DETAIL Top Pvm't. Top Pvm't. 16 6'-0"7 1/2"16 16 Scale: 1/2" = 1'-0"7 1/2"Varies 9 3/4 "7 1/2 "11 5/8 "2'-0"2 3/8 "1'-2"RR 1'-2"4"Scale: 1" = 1'-0"7 5/8 " Carmel Standard Drawing No. 10-25C NOTE: For additional details, see City of Carmel Standard Drawing No. 10-38 NOTE: For additional details, see City of7 1/2 "2'-0" Scale: 1" = 1'-0"3"13 or 13 or 13 or 4" or 6"4"Top Pvm't.7 1/2"Varies 2 1/2"2 1/2" 1 1/2"R(Typ.)6"13 16 (Typ.) (Typ.)1'-2"R 1'-2"R10 1/2 "Curb Ramp Curb Ramp Return Curb Req'd. Return Curb Req'd. Return Curb Req'd. Return Curb Req'd. 15 15 13 13 13 13 B C A JOINT LEGEND B C D Control Joint Expansion Joint Construction Joint 6'-0"10'-0"6'-0" D D6"6" A 9'-0" No Scale D/2D/2Sawcut 1/4" x 1/4" D Smooth Dowel 12" O.C. 1"Ø x 1'-6" Epoxy Coated No Scale D/2D/2Smooth Dowel 12" O.C. 1"Ø x 1'-6" Epoxy Coated 24:1 (Max.)24:1 (Max.) No Scale D/2D/2Smooth Dowel 12" O.C. 1"Ø x 1'-6" Epoxy Coated Joint Material 1/2" Expansion 6'-0"3'-0"6'-0" 1 2" 1 2" No Scale RAISED PEDESTRIAN CROSSING DETAILS RAISED PEDESTRIAN PAVEMENT MARKING DETAIL EXPANSION JOINT DETAIL (30' O.C. MAX.) CONSTRUCTION JOINT DETAIL (10' O.C. MAX.) SAWCUT CONTROL JOINT DETAIL (10' O.C. MAX.) No Scale PLAN No Scale A A Direction of Traffic � of Lane 6'-0"10'-0"6'-0" SLOPING CURB AND GUTTER DETAIL ROLL CURB FOR TRUCK APRON DETAIL 1'-1"3"7 1/2 "Top of Curb 6"6"9'-0" D and Asphalt Pavement (Typ.) All Interfaces of Concrete Tack Coat to be Provided at D (See Spot Eelevations) (Typ. Both Sides) of Pavement Elevation 3" Higher than Edge (Typ. Both Sides) to Pouring Colored Conc. to Face of Gray Conc. Prior Apply Epoxy Bonding Agent Top of Curb TYPICAL SECTION A-A Scale: 1" = 1'-0" K K J J PLAN SECTION J-J SECTION K-K SECTION K-K Subgrade Treatment, Type IC Exist. 3'-0" 18 A Sawcut 1'-0" Exist. Pavement 2.0% Cross Sections See Typical 11 5/8 "(PCCP)(PCCP) (Clay Pavers on PCCP) A PCCP PCCPPCCP or Existing HMA Pavement Full Depth HMA Pvm't. on Subgrade Teatment, Type 1C (Clay Pavers Crosswalk) Smooth Dowel 12" O.C. (Typ.) 1"Ø x 1'-6" Epoxy Coated 45° Herringbone Pattern 3/4" Rolled Bituminous Setting Bed on Neoprene Asphalt Adhesive, on Interlocking Clay Pavers (3 1/4" Depth), Swept Joints (1/4" Max.) Hand Tight Sand 6 1/2"MODIFIED ROLL CURB DETAIL4"2 3/8 "2'-0"1'-2"R9 3/4 "7 1/2 "7 5/8 "R 1'-2"1'-0" Detectable Warning Surface Detectable Warning Surface2'-0"2'-0"Sawcut Control Joint Joint Material 1/2" Expansion Joint Material 1/2" Expansion Joint Material 1/2" Expansion Joint Material 1/2" Expansion 2 2 Revised 8/11/2017 - Detail Removed LEGEND 15 16 22 (See Typical Sections) Full Depth HMA Pavement F1 KC C1 F (See Carmel Std. Dwg. 10-18) Sidewalk, Concrete, 4 In. K1 (Full Depth Pavement) HMA for Approaches R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T (See Typical Sections) PCCP Truck Apron R1 (See Typical Sections) HMA Wedge & Level Subgrade Treatment Type II PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on (See Miscellaneous Details) Roll Curb for Truck Apron (See Typical Sections) Widening with PCC Base, 6" (See Miscellaneous Details) Center Curb, Type D 28 (See Miscellaneous Details) Raised Pedestrian Crossing Type C (Full Depth Pavement) HMA For Structure Installation, 17 (See Miscellaneous Details) Sloping Curb And Gutter 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 (See Miscellaneous Details) Modified Roll Curb (See Landscape Details) Shared-Use Path (Full Depth Pavement) Widening with HMA, Typc C (See Miscellaneous Details) Curb Ramp, Concrete or Pavers, X 1 (See Landscape Details) Steel Planter, Removable 1 2 AS NOTED MISCELLANEOUS DETAILS N/A RJC NRMNRM TJM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 4 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.MD.01.dgn8/11/2017 5:31:18 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Revised 8/07/2017 - Sheet Added1 2'-0"7 1/2"Exist. Raised Pedestrian Crossing & Replace with PCCP Remove Exist HMA and Asphalt Pavement at All Interfaces of Conc. Tack Coat to be Provided Approved Chemical Anchor System Embed Tie-Bar 1'-0" Min. with Tie-Bar at 12" O.C. #5 Bar x 2'-0" Epoxy Coated Existing HMA Pavement of Exist. Conc. Prior to Pouring PCCP Apply Epoxy Bonding Agent to Face TYPICAL SECTION A-A No Scale 2 LEGEND 1 40 Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap) 49 Transverse Marking, Thermoplastic, Pedestrian Crossing Z Push Button Assembly with 4 LEDs Lightguard Automatic Activation Bollard Lightguard Smart Crosswalk Pavement Lights 3 5 Lightguard Smart Crosswalk Control Unit (In Median) 4 Needs for Lighting with Lightguard Systems) 2" PVC Conduit (Contractor to Coordinate Conduit 3 4 Z 2 2 5 1 49 49 40 40 1 5 49 49 4 Z 2 2 Range Line Rd.Scale: 1"=30' A A A A W11-2 with LED (30"x30") & W16-7P (24"x12") 4 OVERALL PLAN A A AA AA AA A A AA For additional details, see INDOT Std. Dwg. E 503-CCPJ-05. NOTE: For additional details, see Roundabout Pavement Markings and Sign Details. For additional details, see Curb Ramp Details. NOTES: A A A A 1 5 3 4 Z Z1 5 49 2 2 40 40 49 49 49 2 4 2 RAISED PEDESTRIAN CROSSING WARNING LIGHT SYSTEM DETAIL Scale: 1"=10' Scale: 1"=10'1'-1"HMA Pvm'tExist.Sawcut TYPICAL RETROFIT PLAN DETAIL RAISED PEDESTRIAN CROSSING WARNING LIGHT SYSTEM - "RETROFIT" DETAILS 126th St.Range Line Rd.126th St. City Center Dr.Range Line Rd.2 2 2 2 2 2 Revised 8/11/2017 - 2' Retrofit Concrete Band Removed Retrofit Pavement Lights into existing concrete Hatched Areas indicate limits of HMA Removal and PCCP Retrofit. NOTE: 2 JAB NRM NRM RJC N/A 4-1MISCELLANEOUS DETAILS AS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.MD.01-1.dgn8/11/2017 5:33:47 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 App. Exist. R/W App. Exist. R/W DEVELOPMENT II LLC CARMEL HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E PTN 1 REAL ESTATE DEPT KROGER LIMITED HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E NATIONAL BANK THE HUNTINGTON Section Line41App.LIMITED PARTNERSHIP SHOEHONE FAMILY App. Exist. R/W App. Section Line App. Exist. R/W Range Line Rd.App. Exist. R/WExecutive Dr.App. Exist. R/WApp. Exist. R/W App. Exist. R/W RANGELINE LLC 1132 SOUTH Lot 8 CIVIC SQUARE App. Exist. R/W Section Line41App.App. Exist. R/W INTEREST 21DAVID & DIANA STEWART INTEREST21STEWART PHILLIP & JUDITH Lot 9Lot 10 HARVEY B. STOUT ADDITION Lot 7 Lot 6 INTEREST 21DAVID & DIANA STEWART INTEREST21STEWART PHILLIP & JUDITH 10+00App. Exist. R/W Utility EasementDrainage, Sewer & Utility EasementApp. Exist. R/WCENTERPOINTE 34 LLC CARMEL Ingress/Egress & Utility Easement Ingress/Egress & Utility Easement Lot 27 Lot 26 NEWARK ADDITION Lot 25 Lot 24 Lot 23 Lot 22 LLC INVESTMENTS DSB PLACE LLC PEMBROKEApp. Exist. R/WApp. Exist. R/WUtility EasementUtility EasementApp. Exist. R/W App. Exist. R/W Lot 20Lot 20 Lot 19 INARMS LLCMcMILLEN CYNTHIA TERRY T. & BISESI JAMES T. SR. JANICE I. & Lot 5 HARVEY B. STOUT ADDITION Lot 3 Lot 2 App. Exist. R/W App. Exist. R/W Lot 4 SAVING & LOANRAILROADMENSLIVING TRUST & SHIRLEY L. RICH TRUSTEES ROBERT P. SHIRLEY RICH ROBERT P. &App. Exist. R/WGradle Dr.App. Exist. R/WLot 1 S an. S ew er E asem ent OF INDIANA INC MARKETING SERVICE PROPERTIES LLC ABBOT App. Exist. R/W 203+88.56 "PR-RL2" BEGIN PROJECT P.O.T. 10+00.00 "S-4-A" P.O.T. 44+45.59 "RL" =55+00Line "PR-RL2" Line "RL" & "PR-RL2" Line "RL" & "PR-RL2"Line "PR-S4A"Line "S-4-A" & "PR-S4A"Line "S-4-S" P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = 53+30.54 "PR-S4A" END CONSTRUCTION Line "RL"Shoshone Dr.40+00 45+00 50+00 55+00215210205R/W R/W R/W R/WR/WDrainage, Sewer & Utility EasementR/W App. Exist. R/W R/W Temp. R/WR/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W R/WTemp. R/W Temp. R/W Temp. R/WTemp. R/W 52' +P.L.(+14.76) Temp. R/W N/A 1"=50' PLAT NO. 1 RJCTJM NRM NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 5 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PL.01.dgn8/7/2017 11:46:55 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E App. Exist. R/W Lot 19 App. Exist. R/W App. Exist. R/W App. Exist. R/W LIVING TRUST INT.21& JULIA ANN PYLE INT.21KENNETH S. PYLE Lot 18 Lot 17 Lot 16 Lot 15 NEWARK ADDITION Lot 14 JUDITH E.STEWART PHILLIP L. & Lot 13 Lot 12REVOCABLE TRUSTWAMSLEY TRUSTEEVAUGHN A.Replat Lot 9A JUDITH E.STEWART PHILLIP L. & Lot 8 App. Exist. R/WApp. Exist. R/WWinona Dr.REVOCABLE TRUST SHARON L. WHITE CO-TRUSTEES SHARON L. WHITE STEPHEN L. & Lot 5A App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Section Line App. Exist. R/W Monon Green Blvd.App. Exist. R/W CHAMBERS, LLC CCC BALDWIN App. Exist. R/WCCC NASH LLC COMMISSIONREDEVELOPMENTCITY OF CARMELNEW CASTLE BANK OF CITIZENS STATE App. Exist. R/WApp. Exist. R/WPROPERTIES LLC B & D CARMEL Range Line Rd. CCC MARKET LLC Veterans WayApp. Exist. R/WApp. Exist. R/W San. Sewer EasementSTEWART JUDITH E PHILLIP L. & STEWART JUDITH E PHILLIP L. & CO-TRUSTEES KNOWLES SHARON W, WILLIAM W. & Utility Easement Utility EasementUtility EasementNappanee Dr.LLC INARMS App. Exist. R/WUtility EasementApp. Exist. R/WUtility EasementSAVING & LOAN RAILROADMENS App. Exist. R/WCORPORATIONSQUARE BUILDING CARMEL CIVICCOMMISSION REDEVELOPMENT CITY OF CARMEL CARMEL CITY CENTER, LLC App. Exist. R/WApp. Exist. R/WCity Center Dr.App. Exist. R/WApp . Ex is t. R /W App. Exist. R/W 126th St.App. Exist. R/WApp. Exist. R/W Lot 4 Lot 3 NEWARK ADDITION Lot 2 Lot 1 INVESTMENTS LLC MOHAWKUtility EasementLine "RL" & "PR-RL2"22022523060+00 65+00 70+00 231+28.57 "PR-RL2" END PROJECT App. Exist. R/W Temp. R/W Temp. R/W Temp. R/W N/A 1"=50' PLAT NO. 1 RJCTJM NRM NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 6 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PL.02.dgn8/7/2017 11:46:55 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 N:720393.997 / E:8542.350 CONTROL POINT #181 N:720384.479 / E:9665.448 CONTROL POINT #182 25-18-03 East4 1SE Corner NE 31-18-04 East4 1SW Corner NW 31-18-04 East4 1 NW 4 1NE Corner NW 25-18-06 East4 1 NE 4 1SE Corner SW 36-18-03 East4 1 NW 4 1SE Corner SW TR HY DHY DHYDNW Corner 31-18-04 East N:717757.760 / E:9043.545 CONTROL POINT #175 N:718640.247 / E:9034.102 CONTROL POINT #176 N:719400.755 / E:9028.832 CONTROL POINT #177 N:720404.505 / E:9107.421 CONTROL POINT #178 N:721278.880 / E:9090.580 CONTROL POINT #179 N:721930.744 / E:9083.774 CONTROL POINT #180 RT Rangeline Rdmag nail set back of curb 4.71' sw cor of inlet 28.81' back of curb 60.68' Asphalt GrassConcConc Rangeline RdSidewalkGrassGradle Dr Brick Wall mag nail set se cor brick wall 21.98'cor sidewalk 13.11' nw cor curb inlet 14.26' mag nail set cor sidewalk 4.02' ne cor conc sign 10.67' cor sidewalk 16.36'Rangeline Rdmag nail set Rangeline Rd126th St cor sidewalk 32.07' back of curb 1.54' cor sidewalk 24.95'SidewalkSidewalkGrassSidewalk Grass Rangeline Rdmag nail set se cor curb inlet 7.18' sw cor of sign 38.11' cor sidewalk 12.32'SidewalkGrassGrassConcAsphalt Parking Lot mag nail set 421 S. Rangeline Rd. Gravel Pavers Mulch Concrete se cor curb inlet 7.18' cor of curb 7.91 nw cor sign 31.05'RangelineRdMain St nw cor brick sign planter 52.95' cor 2-sty block building 52.40' cut "x" nw manhole rim 39.50' cor 1-sty brick building 48.55' Brass pin mag top of curb 33.75' mag top of curb 28.39' mag top of curb 38.65'RangelineRdBrass plug pk nail in pwp 113.58' pk nail in pwp 57.93' top center hydrant 99.56' 126th St 306 E. 126th Mag Nail mag top of curb 11.44' mag top of curb 11.33' mag top of curb 6.76' mag top of curb 4.83' Main St #5 Rebar mag ne side 30" maple 10.93' mag s side pwp #400-483 52.53' cut "x" lower nut hydrant 74.19' Car mel Creek GuilfordAvePrivate drive Harrison RangelineRdmag top of curb 10.73'mag top of curb 4.45' mag top of curb 11.04' mag top of curb 21.15' mag nail found cor conc/asph walk 16.02' ne cor curb inlet 16.25' � traffic mh 28.81' mag nail found back of curb 9.68'top hydrant nut 14.71' mag s side pwp #301 28.83' Asph Conc Asph Conc 126th St. 126th St.East EntranceCarmel UnitedMethodist ChurchSection Corner #702 Section Corner #186 N:723159.276 / E:9062.696 N:717880.598 / E:9072.954 mag top of curb 34.76' Section Corner #196 N:720534.965 / E:10399.970 Section Corner #197 N:723137.551 / E:7756.389 Section Corner #198 N:717824.539 / E:5124.617 Section Corner #192 N:720538.585 / E:9061.882 TJM RJC NRM NRM REFERENCE POINTS ALIGNMENT STATION NORTHING EASTING "RL"P.O.T. 12+00.00 714,419.4620 9,101.5164 715,219.3930 P.O.T. 37+52.81 716,972.0054 9,086.0046 717,869.3910 9,072.6840 P.O.T. 46+61.50 717,880.5989 9,072.6390 P.O.T. 46+89.14 717,908.2407 9,072.5279 P.O.T. 50+18.95 718,238.0480 9,071.2024 P.O.T. 54+58.34 718,677.4345 9,069.4366 P.O.T. 56+19.20 718,838.2958 9,068.7901 P.O.T. 65+12.00 719,731.0860 9,065.2022 P.O.T. 71+36.66 720,355.7371 9,062.6918 9,062.0420 P.O.T. 73+19.50 720,538.5845 9,062.0472 P.O.T. 76+05.31 9,062.1180 P.O.T. 78+35.00 721,054.0760 9,062.1748 P.O.T. 84+72.20 721,691.2760 9,062.3326 P.O.T. 88+37.70 722,056.7760 9,062.4231 P.O.T. 90+09.70 722,228.7760 9,062.4657 P.O.T. 92+00.00 722,419.0760 9,062.5128 723,159.2760 9,062.6960 ALIGNMENT STATION NORTHING EASTING "PR-RL2"P.O.T. 200+00.00 716,972.0054 9,086.0046 P.C. 205+84.38 717,556.3242 9,077.3311 P.I. 206+10.88 717,582.8224 9,076.9378 P.T. 206+37.27 717,609.0493 9,080.7405 P.C. 207+06.68 717,677.7344 9,090.6992 P.I. 207+71.17 717,740.4973 9,105.5361 P.T. 208+34.09 717,804.2612 9,095.8683 P.C. 209+53.75 717,922.574 9,077.9299 P.I. 209+91.16 717,959.5638 9,072.3216 P.T. 210+28.44 717,996.9761 9,072.1713 P.O.T. 233+87.22 720,355.7371 9,062.6918 ALIGNMENT STATION NORTHING EASTING "PR-S4A"P.O.T. 50+15.92 717,666.1767 8,863.5197 P.C. 50+68.27 717,666.9608 8,915.8603 P.I. 50+97.94 717,667.4053 8,945.5296 P.R.C. 51+27.42 717,673.6157 8,974.5449 P.I. 51+86.44 717,685.9684 9,032.2571 P.R.C. 52+44.25 717,677.7344 9,090.6992 P.I. 52+91.35 717,664.5338 9,135.914 P.T. 53+37.83 717,664.3912 9,183.0162 P.O.T. 57+30.54 717,663.2024 9,575.7199 N/A N/A P.I. 20+00.00 P.I. 46+50.29 P.I. 72+98.35 P.I. 99+40.20 9,112.0200 720,517.4300 720,824.3900 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 7 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.GE.01.dgn8/7/2017 11:46:56 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 W Carmel Dr. W Carmel Dr.Keystone Pkwy.Keystone Pkwy.W 116th St. W 116th St. W 126th St.Range Line Rd.Medical Dr.Medical Dr.Shoshone Dr. Gradle Dr.3rd Ave. maintained throughout the duration of the project. Access to all businesses and residential properties shall be NOTE: Executive Dr. W 126th St. HA E E D DA S OR DA OLC DETOUR AHEAD DETOUR Range Line Rd. DETOUR DETOUR DETOUR DETOUR END DETOUR XD 3-1 XM 4-8 XM 4-6 DRMA 6 ROAD CLOSED TO THRU TRAFFIC DETOUR Road Closure Sign Assembly, Type 1 ROAD CLOSED Road Closure Sign Assembly, Type 2 DRMA 5DRMA 5DRMA 5DRMA 6DRMA 2DRMA 1XW 20-2XW 20-3DRMA 5DRMA 3DRMA 4DRMA 5 DRMA 3 DRMA 4 DRMA 5DRMA 6300'300'300'300' Lft. Road Closure Sign Assembly 6 Each 122 Each Each 6 22Detour Route Marker Assembly Construction Sign, Type A Type III-A Barricade Type III-B Barricade Lft. BEGIN CONSTRUCTION 50+60.00 "PR-S4A" 55+29.38 "PR-S4A" END CONSTRUCTION 203+88.56 "PR-RL2" BEGIN PROJECT 231+28.57 "PR-RL2" END PROJECT 84 Construction Sign, Type C 3 Each (60"x30") R 11-4 (48"x30") R 11-2 (48"x18") XM 4-10 (L or R) Type 2 Req'd. Road Closure Sign Assembly, 36 Lft of Type III-A Barricades & Type 2 Req'd. Road Closure Sign Assembly, 50 Lft of Type III-A Barricades & Type 2 Req'd. Road Closure Sign Assembly, 36 Lft of Type III-B Barricades & Type 1 Req'd. Road Closure Sign Assembly, 24 Lft of Type III-B Barricades & Type 1 Req'd. Road Closure Sign Assembly, 12 Lft of Type III-B Barricades & (48" x 48") XW 20-2 (48" x 48") XW 20-3 Maintain Access to Kroger Drive M 6-1 (L) XD 3-1 XM 4-8 DRMA 1 M 5-1 (L) XD 3-1 XM 4-8 DRMA 2 M 6-1 (R) XD 3-1 XM 4-8 DRMA 3 M 5-1 (R) XD 3-1 XM 4-8 DRMA 4 M 6-3 XD 3-1 XM 4-8 DRMA 5 Advanced Signing Detail (1) Match Line (1)Rd.Range Line 120'120'120'Match Line (2)Advanced Signing Detail (2) RANGE LINE ROAD SOUTH CLOSED TO THRU TRAFFIC SIDEWALK CLOSED 100'DRMA 51 (60" x 30") R11-3a Mod. 1DRMA 2DRMA 1DRMA 2 DRMA 1 RANGE LINE ROAD NORTH CLOSED TO THRU TRAFFIC (60" x 30") R11-3a Mod. 2 Advanced Signing Detail (3) 100'DRMA 52Match Line (3)DRMA 4DRMA 3XW 20-2XW 20-3Advanced Signing Detail (4) 120'120'120' Match Line (4) Veterans Way Type 2 Req'd. Road Closure Sign Assembly, 24 Lft of Type III-A Barricades & May Remain Open. for Exit of Kroger Parking Lot. Entrance 12 Lft of Type III-A Barricades Req'd (24" x 12") R9-9 3 3 3 3 3 Construction Sign, Type B 6 Each Range Line Rd.Range Line Rd.Range Line Rd.Range Line Rd. Range Line Rd. QUANTITY SUMMARY - Detour Plan 4 5 OR AFTER (DATE) EXECUTIVE DR. CLOSED ON OR AFTER (DATE) RANGE LINE RD. CLOSED ON 4 5 5 Construction Area Direction of Traffic Type III-A or III-B Barricade LEGEND Detour Route Construction Sign, Type A Type "A" Construction Warning Light Type "B" Construction Warning Light NRMNRM TJM DETOUR PLAN 1"=300' N/A TJM RANGE LINE ROADMatch Line (1)Match Line (2)Match Line (3)Match Line (4)(60" x 36") XG20-5 Required at each end of closure prior to construction (60" x 36") XG20-5 Required at each end of closure prior to construction Hot Lick Creek BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 8 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DPL.01.dgn8/7/2017 11:46:58 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 220215210225230Phase I Construction Typical Section Line "PR-RL2" 112 1'-0"1'-0"10'-0"10'-0"Varies Phase I Construction Area Varies Phase I Construction Area Standard Drum Legend 1 2 1 1 1 30'-0" (Typ.) 30'-0" (Typ.) 30'-0" 30'-0" (Typ.) (Typ.)20'-0"+28Phase I Construction Typical Section 112 1'-0"1'-0"Varies Phase I Construction Area Varies Phase I Construction Area Standard Drum Line "PR-RL2" Not to Scale 223+63.00 "PR-RL2" to 231+28.60 "PR-RL2" Not to Scale 212+29.00 "PR-RL2" to 223+63.00 "PR-RL2" 2 10'-0"10'-0"Varies 2 1 Construction Area Type "A" Construction Warning Light Construction Sign, Type A Direction of Traffic Standard Drum Type "B" Construction Warning Light Range Line Rd. Range Line Rd.Shoshone Dr.Veterans WayGradle Dr.Nappanee Dr.City Center Dr.Winona Dr.1 1 2 1 1 2 180'-0" Taper See Detour Sheet Type "B" Construction Warning Light W4-2(R) (30" x 30") 233+05.00 Line "PR-RL2" Line "PR-RL2" 231+28.60 "PR-RL2" END PROJECT Line Remove 15'-0" From Exist. Curb Face 14'-0" From Exist. Curb Face Veterans Wayx2 x2 x2 x2 x2 - HMA Surface Shall be Paved in Phase II - 10' Minimum Lanes Shall Be Maintained at All Times. All Maintenance of Traffic Phases Are Complete. - Do Not Install Movable Planter Boxes Until After Shall Be Maintained at All Times. - Access to All Residents, Businesses, and Roadways Notes: x2 Temp. Pavement Marking, White, 4 in. Temp. Pavement Marking, Yellow, 4 in. QUANTITY SUMMARY - PHASE I Temp. Pavement Marking, Yellow, 4 in. 2841Line, Remove Lft. Each1 Lft. Construction Sign, Type B Lft.Temp. Pavement Marking, White, 4 in.3978 See Detour Sheet 5370 See Detour Sheet 1"=30' N/A NRMNRM JAB JAB MAINTENANCE OF TRAFFIC RANGE LINE ROAD - PHASE I DETAILS BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 9 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.TP.01.dgn8/7/2017 11:47:01 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 220215210225230231+28.60 "PR-RL2" END PROJECT Line "PR-RL2" 22 1'-0" Standard Drum Legend 2 2 2 2 30'-0" (Typ.) (Typ.)20'-0"+29Not to Scale 212+29.00 "PR-RL2" to 231+28.60 "PR-RL2" Temp. Pavement Marking, Removable, White, 4 in. Temp. Pavement Marking, Removable, Yellow, 4 in.2 1 Construction Area Type "A" Construction Warning Light Construction Sign, Type A Direction of Traffic Standard Drum Type "B" Construction Warning Light Range Line Rd. Range Line Rd.Shoshone Dr.Veterans WayGradle Dr.Nappanee Dr.Veterans WayCity Center Dr.Winona Dr.6'-0" Shared Use Path 10'-0" 0'-6" Varies Phase II Construction Area 1 1 8'-0"10'-0" 1'-0" 2'-0" 6'-0"8'-0" Shared Use Path Phase II Construction Typical Section 180'-0" Taper Line "PR-RL2" Line "PR-RL2" Line Remove 30'-0" (Typ.) 30'-0" (Typ.) See Detour Sheet Type "B" Construction Warning Light W4-2(L) (30" x 30") 233+05.00 2 2 30'-0" 1'-0" 2 2 QUANTITY SUMMARY - PHASE 2 Lft. Temp. Pavement Marking, Yellow, 4 in. Each5 Lft. Construction Sign, Type B Type III-B Barricades 48 3960 - HMA Surface Shall be Paved in Phase II - 10' Minimum Lanes Shall Be Maintained at All Times. All Maintenance of Traffic Phases Are Complete. - Do Not Install Movable Planter Boxes Until After Shall Be Maintained at All Times. - Access to All Residents, Businesses, and Roadways Notes: 12 LF Req'd Type III-B Barricade R6-1(R) (12" X 36") 212+76.00ONEWAY R6-1(R) (12" X 36") 218+76.00ONEWAY 12 LF Req'd Type III-B Barricade R6-1(R) (12" X 36") 227+63.00ONEWAY 12 LF Req'd Type III-B Barricade R6-1(R) (12" X 36") 217+07.00 ONEWAY 12 LF Req'd Type III-B Barricade See Detour Sheet See Detour Sheet NRM JAB NRM JAB MAINTENANCE OF TRAFFIC N/A 1"=30' RANGE LINE ROAD - PHASE II DETAILS BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 10 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.TP.02.dgn8/7/2017 11:47:02 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 202+88.20 "PR-RL2" CONSTRUCTION BEGIN INCIDENTAL Slab, Remove 4.5 Sys. Conc. 203+88.56 "PR-RL2" BEGIN PROJECT App. Exist. R/W Temp. R/WApp. P.L.R/WR/W Temp. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.Temp. R/W Temp. R/W R/W R/W App. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WRange Line Rd. Temp. R/W App. P.L.R/W App. Exist. R/W App. Exist. R/W 30" rcp 12" rcp 12" rcp 30" rcp 12" rcp 12" rcp 15" rcp 12" rcp 24" rcp 12" rcp 24" rcp 18" rcp 12" rcp 15" rcp 12" rcp 15" rcp 15" rcp 12" rcp 12" rcp 12" rcp 12" rcp 24" rcp 24" rcp 12" rcp 30" rcp 15" rcp 12" rcp See Plan and Profile Sheets for additional Removal Items. NOTE:Executive Dr.Line "PR-S4A"55+00 P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" =Line "PR-S4A"Line "PR-RL2" Line "PR-RL2" Range Line Rd. App. P.L. 55+29.38 "PR-S4A" END CONSTRUCTION 50+60.00 "PR-S4A" BEGIN CONSTRUCTION 24" rcp 12" r cp 8" pvc 15" rcp 15" rcp 15" rcp 4" cpp 12" rcp 15" rcp 4" cpp 4" cpp 511 Lft. Conc. Curb & Gutter, Remove 267 Lft. Conc. Curb & Gutter, Remove 256 Lft. Conc. Curb & Gutter, Remove 261 Lft. Conc. Curb & Gutter, Remove 187 Lft. Conc. Curb & Gutter, Remove 227 Lft. Conc. Curb & Gutter, Remove 90 Lft. Conc. Curb & Gutter, Remove 40 Lft. Conc. Curb & Gutter, Remove 64 Sys. Conc. Sidewalk, Remove 20 Sys. Conc. Sidewalk, Remove 40 Lft. Conc. Curb, Remove (RT.) 39 Lft. Conc. Curb, Remove (LT.) 129 Sys. Conc. Sidewalk, Remove 129 Sys. Conc. Sidewalk, Remove 81 Sys. Conc. Sidewalk, Remove 145 Sys. Conc. Sidewalk, Remove 307 Sys. Conc. Sidewalk, Remove 41 Sys. Conc. Sidewalk, Remove 50 Lft. Conc. Curb & Gutter, Remove (RT.) 40 Lft. Conc. Curb & Gutter, Remove (LT.) 33 Lft. Conc. Curb & Gutter, Remove 49 Lft. Conc. Curb & Gutter, Remove (RT.) 75 Lft. Conc. Curb & Gutter, Remove (LT.) 41 Sys. Conc. Sidewalk, Remove 42 Sys. Conc. Sidewalk, Remove 78 Lft. Conc. Curb & Gutter, Remove Temp. R/WTemp. R/WTemp. R/WR/WR/WTemp. R/W Traffic Signal & Foundation, Remove Traffic Signal & Foundation, Remove Traffic Controller & Foundation, Remove Traffic Signal & Foundation, Remove Traffic Signal & Foundation, Remove R/W R/W 2-Inlets & 84 Lft. Pipe, Remove Inlet & 25 Lft. Pipe, Remove Inlet & 16 Lft. Pipe, Remove 52 Lft. Conc. Curb & Gutter, Remove 40 Sys. Conc. Sidewalk, Remove 19 Lft. Conc. Curb & Gutter, Remove 12 Sys. Conc. Sidewalk, Remove 4 Sys. Conc., Remove 14 Sys. Conc., Remove App. Exist. R/W Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. LimitsConstr. LimitsConstr. Limits R/W 2-Inlets & 57 Lft. Pipe, Remove Manhole & 67 Lft. Pipe, Remove Inlet & 18 Lft. Pipe, Remove Inlet & 56 Lft. Pipe, Remove 2-Inlets & 77 Lft. Pipe, Remove Inlet & 40 Lft. Pipe, Remove Inlet & 7 Lft. Pipe, Remove T HC WV WV WMLDLD WV WVTTT WM GMLD H CC-TR WV PPST PPSTCTGPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZ H WV WV1"=30' N/A INTERSECTION REMOVAL DETAILS RJCTJM NRM NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 11 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.REMOVAL.01.dgn8/7/2017 11:47:03 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E For Proposed Drainage Structures, see Construction Details. All Topography Information Described from Line "RL", Except as Noted. Line "PR-RL2" to be Constructed. All R/W Described from Line "PR-RL2", Except as Shown. NOTES: 820 810 830 840 860 850 810 820 830 850 860 84012" rcp (1-sty metal) conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.grass grassgrass grass grass grass grass grass grass grass grass grassgrassgrass grass grass grass grass grassgra s s grass grass grass grass grass grass grassasphalt asphaltasphaltasphaltasphaltasphalt asphalt asphalt asphalt asphaltasphalt asphaltplanterplanter planter planter planter planter planter planter planterplanterplanter planter planterbushes woods planter asphalt 12" rcp asphalt conc.conc.App. P.L.App. P.L.App. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/W conc.asphaltgrassconc.12" rcp 12" rcp 12" rcp grass 15" rcp conc.15" rcp 12" rcp 15" rcp No Curve Run �=00°37'13" RT. P.I. 46+50.29 "RL" P.O.T. 10+00.00 "S-4-A" P.O.T. 44+45.59 "RL" = Range Line Rd. asphalt App. Section Line 10+0012" rcp 12" rcp 15" rcp 24" rcp 88°58'34" grass grass conc. 30" rcp App. Exist. R/W 12" rcp 12" rcp conc. grass grass Executive Dr.12" rcp 18" rcp asphalt asphalt conc. grass 24" rcp conc. 12" rcp 12" rcp 12" rcp 15" rcp 24" rcp 24" rcp woodsgrass 30" rcp asphalt203+88.56 "PR-RL2" BEGIN PROJECT asphalt PTN 1 REAL ESTATE DEPT KROGER LIMITED DEVELOPMENT II LLC CARMEL RANGELINE LLC 1132 SOUTH Lot 10 Lot 9 Lot 8 CIVIC SQUARE App. Exist. R/WApp. Exist. R/WLot 7 Lot 6 HARVEY B. STOUT ADDITION App. Exist. R/W App. Exist. R/WApp. P.L. Section Line41App.Lot 1 NATIONAL BANK THE HUNTINGTON Easement Utility 50.0' Utility Easement Drainage, Sewer &15.0'& Utility EasementDrainage, SewerLot 27 Lot 26 LIMITED PARTNERSHIP SHOEHONE FAMILY 4.0' Easement Utility Sewer & Drainage, 40+16.8, 51.6', Light Pole+18.6, 58.2', Tree40+24.0, 37.6', Monument+33.6, 34.6', Monument+36.5, 47.6', Tree+40.7, 64.9', Gas Valve+40.8, 67.1', Gas Line Marker+78.4, 30.6', Handhole+82.6, 49.4', Tree+97.0, 50.6', Light Pole41+25.5, 35.3', Rebar Found41+43.2, 32.7', Drainage Manhole+43.4, 26.0', Inlet+44.8, 26.3', Inlet+60.1, 48.6', Tree42+05.8, 48.2', Tree+22.1, 51.5', Light Pole+49.1, 50.3', Tree42+67.0, 16.8', Tele. Manhole+75.5, 28.3', Sign+80.9, 37.5', Tele. Pedestal+92.6, 48.9', Tree43+18.3, 36.2', Fire Hydrant43+33.3, 26.0', Inlet+34.2, 46.9', Tree+34.2, 32.8', Drainage Manhole+35.4, 26.1', Inlet+46.9, 52.0', Light Pole+70.4, 47.7', Tree44+05.5, 42.6', Traffic Strain Pole+08.2, 89.4', Sign+12.4, 38.5', Inlet+19.4, 20.4', Water Valve+43.4, 65.7', Detector Housing+63.8, 52.2', Detector Housing+71.2, 38.8', Traffic Strain Pole+75.0, 34.6', Monument+75.2, 65.6', Mag Nail+75.6, 50.0', Handhole+76.4, 42.2', Traffic Strain Pole+77.6, 95.0', Tree+82.3, 55.9', Tree+87.1, 40.0', Traffic Pedestal+94.7, 0.2', Detector Housing+95.1, 70.2', Sign+95.3, 60.2', Sign45+09.9, 84.4', Monument45+10.7, 45.9', Water Meter+13.1, 50.5', Tree+13.2, 87.1', Inlet+17.0, 40.8', Tele. Pedestal+20.1, 39.7', Tele. Pedestal+39.1, 30.8', Mag Nail+56.1, 50.9', Tree+68.4, 26.1', Inlet+69.6, 26.3', Inlet46+00.5, 25.5', Inlet+01.5, 52.0', Tree+15.2, 62.9', Tree46+26.2, 62.9', Tree+32.1, 60.4', Tree+36.6, 55.6', Tree+37.7, 72.9', Tree+40.0, 26.2', Inlet+40.4, 47.0', Tree+42.9, 88.9', Inlet+45.8, 53.2', Tree+58.6, 35.5', Tele. Pedestal+70.9, 42.7', Sign+81.6, 42.2', Sign+90.4, 51.8', Tree+94.1, 49.9', Rebar Found47+05.9, 39.3', Beehive Inlet+17.2, 51.7', Light Pole+23.6, 27.6', Sign+41.5, 40.3', Beehive Inlet+88.9, 26.1', Inlet48+04.1, 26.2', Inlet+09.4, 39.7', Beehive Inlet48+12.6, 65.3', Post+14.4, 53.3', Sign+14.7, 62.6', Sign+17.1, 66.2', Post+24.8, 37.0', CATV Pedestal+27.1, 36.8', Tele. Pedestal+28.4, 25.1', Water Valve+34.3, 16.6', Tele. Manhole+36.2, 35.5', Handhole+39.3, 44.4', Pine Tree+40.1, 16.7', Tele. Manhole+45.7, 32.8', Monument+54.2, 44.8', Light PoleHAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E +73.6, 62.8', Sprinkler Valve+80.0, 24.4', Drainage Mh.+69.2, 33.0', Drainage Mh.Ground Light49+06.6, 56.5',+06.6, 31.6', Drainage Mh.47+00.3, 33.7', Drainage Mh.App. Exist. R/WApp. Exist. R/W Section Line41App.30" rcp (NAVD 88) 10.0' INTEREST 2 1 DAVID & DIANA STEWART INTEREST2 1STEWART PHILLIP & JUDITH INTEREST 2 1 DAVID & DIANA STEWART INTEREST2 1STEWART PHILLIP & JUDITH CARMEL CENTERPOINTE SECTION 1 NEWARK ADDITION El. 848.72 Dr. & 75'± W of � Rangeline Rd. N of Shell Gas Station TBM #53 - Chisled "X" on E Bolt of Fire Hydrant on S side Carmel CURVE DATA S.E. = N.C. P.I. = 209+91.16 "PR-RL2" E = 1.37' R = 510.00' L = 74.69' T = 37.41' CURVE DATA P.I. = 206+10.88 "PR-RL2" T = 26.50' E = 1.05' S.E. = N.C. R = 333.00' L = 52.89' CURVE DATA P.I. = 207+71.17 "PR-RL2" T = 64.49' L = 127.41' R = 333.00' E = 6.19' S.E. = N.C. CURVE DATA P.I. = 50+97.94 "PR-S4A" T = 29.67' L = 59.16' R = 302.00' E = 1.45' S.E. = N.C. CURVE DATA P.I. = 51+86.44 "PR-S4A" T = 59.02' L = 116.83' R = 333.00' E = 5.19' S.E. = N.C. CURVE DATA P.I. = 52+91.35 "PR-S4A" T = 47.10' L = 93.58' R = 333.00' E = 3.31' S.E. = N.C.Line "PR-S4A"Line "S-4-A"Line "S-4-A" & "PR-S4A"Line "RL" & "PR-RL2"Line "RL" Line "PR-RL2" Line "RL" & "PR-RL2" P.C. 208+34.09 "PR-RL2" P.I. 207+71.17 "PR-RL2" P.T. 53+37.83 "PR-S4A" P.O.T. 10+60.19 "S-4-A" P.I. 52+91.35 "PR-S4A" = asphalt P.C. 209+53.75 "PR-RL2" P.I. 51+86.44 "PR-S4A" P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" =Li ne "PR-S4A" P.I. 50+97.85 "PR-S4A" P.R.C. 51+27.42 "PR-S4A" Traffic Strain Pole44+05.4, 38.5', P.T. 206+37.27 "PR-RL2" P.O.T. 43+63.69 "RL" P.I. 206+10.88 "PR-RL2" = P.C. 205+84.38 "PR-RL2" 21020545+0040+00 EARTHWORK SUMMARY =Cys. =Cys. =Cys.Asphalt Removal =Cys. Fill +25% Common Excavation** Str. No. 102 Str. No. 100 Str. No. 101 Str. No. 103 Str. No. 105 Str. No. 138 Str. No. 104 Str. No. 112 Str. No. 111 asphaltStr. No. 107 Str. No. 114 Str. No. 122 Str. No. 121 Str. No. 120 App. Exist. R/W Str. No. 119 Str. No. 115 Str. No. 110 Str. No. 108 Str. No. 116 Str. No. 118 Str. No. 113 Str. No. 141 Str. No. 139 Str. No. 109 Str. No. 106 Constr. Limits App. Exist. R/W Constr. Limits Constr. Limits Constr. Limits 41' +P.L.(+83.37)41' +71 R/W 40' +42 "PR-S-4-A" 35' +53 "PR-S-4-A" 60' +15 "PR-S-4-A" 57' +17 "PR-S-4-A" 49' +93 42' +34 R /W42' +P.L.(+70.66) PL(42.63') +P.L.(+38.06) R/W R/WR/W +80.0, 32.8', Drainage Mh.Str. No. 117 App. Exist. R/W R/W 43' +P.L.(+02.41) App. Exist. R/W 55' +00 49' +70 "PR-S-4-A" 34' +25 "PR-S-4-A"R/WR/W 42' +P.L.(+98.52) 41' R/W 51' +10 asphalt Str. No. 140Str. No. 113A P.O.T. 47+40.46 "RL" P.I. 209+91.10 "PR-RL2" = P.T. 210+28.44 "PR-RL2" See Line "PR-S4A"See Line "PR-S4A" See Line "PR-S4A"See Line "PR-S4A" P.L.(60.00') +P.L.(+98.17) P.L.(23.90') +P.L.(+98.17) conc. R/W 202+88.20 "PR-RL2" CONSTRUCTION BEGIN INCIDENTAL RW (41.29') +50 "PR-S-4-A" Temp. R/WTemp. R/W 77' +P.L.(07.43) 55' +P.L.(+86.89) 60' +P.L.(+53.46) 55' +P.L.(+53.46) 60' +P.L.(+67.96) Temp. R/W Temp. R/W Temp. R/W Temp. R/W 55' +P.L.(+36.15) 53' +60 P.L.(45.00') +15 53' +15 50' +40 "PR-S-4-A" Temp. R/W 53' +95 43' +50 "PR-S-4-A" Temp. R/W Temp. R/W 52' +90 Str. No. 108A Str. No. 109A 2,590 and Benching **Includes Asphalt Removal (Unsuitable Fill Material) Benching 355=Cys. 4,290 8,930 Line in Temp. R/W Do Not Distrub Tree =Cys.Borrow 6,770 Topsoil 460 Sec. Cor. Mon. Req'd Sec. Cor. Mon. Req'd 0.32' RT. O.P.O.T. 46+61.50 "RL", 2 1 Revised 8/07/2017 - Earthwork Table Revised 2 Revised 8/11/2017 - Earthwork Table Revised 1 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00849.1848.8848.4847.9847.2846.4845.7845.1844.3843.8843.3843.0843.2843.5843.8844.2844.6845.0845.5847.91847.53847.15846.76846.38845.67845.22844.77844.34844.25844.55T HC MON MAG WV MON MONLDLD MON MONTTT WM MON GMLD H CC-TR RB-0 WV PPST PPSTCT MAGGPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZ H WV WVProfile Grade See Roundabout Spot Elevations Profile Grade P.G. EL. 848.00 203+88.56 "PR-RL2" BEGIN PROJECT Existing Ground P.G. EL. 844.80 210+75.00 "PR-RL2"P.V.I. 206+49.68P.V.I. EL. 846.00-0.77%P.V.I. 207+63.75P.V.I. EL. 846.00-0.91% +1.00% Ex. 833.73 Ex. 833.88 Ex. 834.37 Ex. 834.42 Exist. 30" Pipe Exist. 30" Pipe Ex. 834.78 Ex. 835.13 Exist. 24" Pipe Ex. 835.68 Exist. 24" Pipe Ex. 836.51 Ex. 836.56 Ex. 838.31 Ex. 837.86 Exist. 18" Pipe Exist. 12" PipeStr. No. 114Exist. M.H. 209+56.2Str. No. 112Exist. M.H. 208+24.4Str. No. 107Exist. M.H. 207+17.6Str. No. 103Exist. M.H. 205+81.4Str. No. 100Exist. M.H. 203+90.4120.00' V.C. P.V.I. EL. 843.95 P.V.I. 209+90.00 Str. No. 122 Exist. M.H. 210+57.2 P.V.I. 207+63.75 P.V.I. EL. 846.00 842.00 837.40 Ex. 836.78 839.70 839.90Str. No. 117M.H. 209+90.0Ex. 838.71 842.10Str. No. 105Inlet 206+02.034' of 12" Pipe @ 0.59% 20' of 12" Pipe @ 0.50% END PROFILE GRADE Exist. 36" Pipe NRM TJM NRM RJC LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 12 1" = 30' 1" = 10' PLAN AND PROFILE FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PP.PR-RL2.01.dgn8/11/2017 7:58:20 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E For Proposed Drainage Structures, see Construction Details. All Topography Information Described from Line "RL", Except as Noted. Line "PR-RL2" to be Constructed. All R/W Described from Line "PR-RL2", Except as Shown. NOTES: 820 830 840 860 850 Range Line Rd.Shoshone Dr.Veterans WayGradle Dr.Nappanee Dr.(pavers)(1-sty frame) (1-sty brick) conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.grass grass grassgrass grass grass grass grass grassgrass grass grassgrassgrass grass grass grass grass grass grass grass grass grass grass grassstoneasphalt asphaltasphalt asphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphaltasphalt asphaltasphaltplanterplanterplanterplanterplanter plantermulchmulchbrick 12" rcp 12" rcp 6" pvc 12" rcp 6" vcp 12" rcp conc.asphalt8" vcp 8" vcp grass 15" rcp 15" rcp (TBM#54)12" rcp 12" rcp (3-sty brick) 12" rcp 12" rcp 8" pvc 8" vcp 8" vcp 12" rcp grass12" rcp 12" rcp grass 12" rcp 30" rcp 12" rcp 30" rcp conc.12" pvc 15" rcp 30" rcp 30" rcp grass 8" vcp asphalt 12" rcp 12" rcp conc.grass12" cpp grass conc. conc. conc. grass grass conc. HARVEY B. STOUT ADDITION Lot 6 App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. Section Line LIMITED PARTNERSHIP SHOEHONE FAMILY Lot 26 App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/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/W Lot 24Lot 25 10.0' Easement Utility 10.0' Easement Utility Lot 23 DSB INVESTMENTS LLC PEMBROKE PLACE LLC Lot 22 CYNTHIA McMILLEN TERRY T. & Lot 21 JAMES T. SR. BISESI JANICE I. & Lot 20 Lot 19 INARMS LLC Lot 18 Lot 17 10.0' Easement Utility INTEREST 2 1 DAVID & DIANA STEWART INTEREST2 1STEWART PHILLIP & JUDITH 10.0' Easement Utility Lot 5 OF INDIANA INC MARKETING SERVICE Lot 310.0'Ease mentSan. SewerLot 4 PROPERTIES LLC ABBOT Lot 1Lot 2 LIVING TRUST & SHIRLEY L. RICH TRUSTEES ROBERT P. SHIRLEY RICH ROBERT P. &SAVING & LOAN RAILROADMENS CORPORATIONSQUARE BUILDING CARMEL CIVICMARKET LLC CCC 48+54.2, 44.8', Light Pole49+06.6, 56.5', Ground Light+27.3, 55.4', Ground Light+75.3, 39.9', Gas Line Marker+76.9, 46.4', Tree+81.4, 46.4', Tree+86.8, 42.8', Bush+88.0, 40.2', Water Meter+89.0, 22.9', Drainage Manhole+89.9, 41.8', Sign+90.2, 47.7', Sign+93.7, 44.6', Bush+94.4, 48.9', Guy Wire+94.6, 60.3', Power Pole+97.2, 33.1', Drainage Manhole50+17.4, 48.4', Stump50+18.0, 28.4', Monument+21.4, 15.3', Water Valve+28.6, 30.5', Water Valve+34.5, 44.9', Sign+40.4, 41.0', Fire Hydrant+41.2, 39.1', Water Valve+45.3, 69.6', Tree+46.3, 77.0', Tree+48.1, 47.5', Tree+53.3, 57.9', Sign+53.4, 63.7', Sign+56.0, 70.0', Tree+57.8, 27.9', Sign+64.2, 26.2', Inlet+65.0, 31.6', Drainage Manhole+65.4, 26.0', Inlet+65.5, 39.7', Beehive Inlet+73.5, 35.3', CATV Pedestal+73.6, 34.9', Rebar Found+77.3, 51.1', Bush+81.4, 51.9', Bush+84.5, 52.5', Bush+98.8, 42.6', Tree51+23.7, 44.0', Tree51+56.3, 43.3', Tree+79.4, 40.5', Beehive Inlet+79.8, 60.2', Inlet+88.1, 57.1', Sign+88.2, 52.0', Sign52+07.4, 65.7', Beehive Inlet+09.7, 48.7', Tree52+11.4, 56.7', Sign+11.6, 51.7', Sign+13.0, 62.0', Sign+13.5, 46.1', Tree+15.6, 55.5', Mailbox+19.4, 49.4', Tree+20.7, 47.1', Tree+24.2, 65.9', Tree+24.9, 55.4', Tree+31.0, 28.8', Sign+35.8, 48.8', Tree+36.9, 48.8', Tree+40.5, 52.3', Tree+43.7, 45.9', Tree+48.4, 27.8', Mailbox+64.2, 47.6', Ground Light+87.1, 47.2', Sign+87.3, 38.4', Sign53+05.6, 48.2', Ground Light+17.7, 27.5', CATV Pedestal53+39.5, 38.9', Beehive Inlet+39.9, 42.5', Tree+43.8, 45.2', Rebar Found+45.7, 36.4', Fire Hydrant+45.7, 35.5', Water Valve+56.2, 53.3', Monument+64.4, 55.9', Ground Light+73.1, 55.8', Ground Light+73.7, 47.1', Tree+93.7, 48.5', Tree+97.2, 35.1', Tele. Pedestal54+09.8, 26.2', Inlet54+12.5, 39.7', Beehive Inlet+13.1, 49.9', Tree+21.3, 35.5', Mag Nail+23.7, 45.0', Rebar Found+29.4, 37.6', Traffic Strain Pole+31.4, 51.9', Light Pole+34.0, 63.7', Ground Light+34.2, 66.8', Ground Light+45.8, 12.0', Water Valve+51.9, 27.4', Sign+67.8, 18.5', Tele. Manhole+69.3, 53.4', Ground Light+71.6, 50.2', Sign+72.0, 60.7', Sign+78.7, 55.1', Ground Light+81.2, 60.4', Light Pole+81.3, 42.5', Traffic Strain Pole+82.1, 51.8', Traffic Pedestal+82.1, 47.8', Handhole+85.0, 57.3', Handhole+90.1, 65.8', Handhole+99.5, 30.9', Drainage Manhole55+00.4, 26.2', Inlet+39.9, 65.4', Tree+89.2, 60.2', Beehive Inlet+94.0, 56.7', Guy Wire+94.4, 69.6', Combination Pole+94.6, 58.6', Guy Wire55+99.8, 31.2', Drainage Manhole56+00.6, 47.8', Monument+05.4, 60.6', Inlet+26.1, 19.8', Water Valve+35.7, 44.9', Sign+38.6, 40.2', Fire Hydrant+38.9, 55.4', Power Pole+52.1, 42.5', Beehive Inlet56+72.8, 54.7', Handhole+76.6, 50.7', Sign57+03.4, 28.2', Light Pole57+23.8, 66.1', Tele. Pedestal+35.2, 65.4', Light Pole+38.6, 53.4', Ground Light+41.7, 50.6', Ground Light+42.3, 53.0', Flag Pole+43.5, 54.6', Ground Light+46.2, 61.0', Inlet+55.1, 46.5', Water Meter49+43.1, 25.1', Drainage Mh.+98.2, 16.5', Drainage Mh.+96.7, 59.9', Drainage Mh.+20.5, 18.0', Drainage Mh.App. Exist. R/WLIVING TRUST INT.2 1& JULIA ANN PYLE INT.2 1KENNETH S. PYLE NEWARK ADDITION Shoshone Dr. & 41'± E of � Rangeline Rd. El. 849.655 TBM #54 - Chisled "X" on S Bolt of Fire Hydrant on E Corner Line "RL" & "PR-RL2"21522050+00 55+00 Str. No. 201Str. No. 200 Str. No. 202 Str. No. 203 870 820 830 840 860 850 870 Constr. Limits Constr. Limits Constr. Limits Constr. Limits Str. No. 123 Str. No. 124 R/W R/W Str. No. 125 App. P.L. 41' +P.L.(+24.45) 45' +P.L.(+80.61)PL(45.02') +P.L.(+64.45) Str. No. 127 Str. No. 128 Str. No. 129 Str. No. 126 Temp. R/W 55' +P.L.(+24.45) 60' +P.L.(+53.46) 55' +P.L.(+53.46) Temp. R/W Temp. R/W P.L.(45.00') +15 53' +15 55' +P.L.(+80.61) Temp. R/W 55' +P.L.(+64.45) Str. No. 126A Constr. Limits 509 Lft. Conc. Curb & Gutter, Remove 134 Sys. Conc. Sidewalk, Remove 27 Sys. Conc. Slab, Remove 9 Sys. Conc. Sidewalk, Remove 14 Lft. Conc. Curb, Remove (RT.) 34 Lft. Conc. Curb, Remove (LT.) 27 Lft. Conc. Curb, Remove (RT.) 14 Lft. Conc. Curb, Remove (LT.) 5 Sys. Conc. Sidewalk, Remove 5 Sys. Conc. Sidewalk, Remove 109 Sys. Conc. Sidewalk, Remove 76 Sys. Conc. Sidewalk, Remove 137 Lft. Conc. Curb & Gutter, Remove 16 Lft. Conc. Curb, Remove (RT.) 36 Lft. Conc. Curb, Remove (LT.) 58 Lft. Conc. Curb, Remove (RT.) 19 Lft. Conc. Curb, Remove (LT.) 51 Lft. Conc. Curb & Gutter, Remove 46 Sys. Conc. Sidewalk, Remove Temp. R/W 60' +P.L.(+92.16) 45' +P.L.(+92.10) 60' +50 45' +50 Do Not Disturb Handrail & Wall MON WV WV WM WV WM RB-0C MB MONC MAG MONT H CC-TR H H MB WV RB-0 WV RB-0 WVT FPG H211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00845.0845.5846.1846.7847.3847.8848.3848.8849.0849.0848.9848.7848.3847.8846.9845.8844.6843.6842.6Existing Ground Ex. 841.19 Exist. 12" Pipe Exist. 12" Pipe Exist. 12" Pipe Ex. 836.14 Ex. 835.09Ex. 835.19 Ex. 833.87 Ex. 833.77 Ex. 838.89 Ex. 838.79 Ex. 842.54 Ex. 840.49 Sewer Pipe Exist. 8" San. Ex. 842.60 Exist. 8" San. Sewer Pipe Exist. 8" San. Sewer Pipe Plotted 10' Below Datum 838.35 838.25 Str. No. 127Inlet 217+75.0Ex. 844.17 Ex. 841.59 Exist. 12" Pipe 22' of 12" Pipe @ 0.45%Str. No. 124Exist. M.H. 213+15.5Str. No. 127Exist. Inlet 216+60.3Str. No. 126Exist. M.H. 217+50.1Str. No. 129Exist. M.H. 218+50.4Str. No. 200Exist. San. M.H. 211+93.7Str. No. 201Exist. San. M.H. 212+39.6Str. No. 202Exist. San. M.H. 216+48.7Str. No. 203Exist. San. M.H. 219+71.0NRM TJM NRM RJC LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 13 1" = 30' 1" = 10' PLAN AND PROFILE FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PP.PR-RL2.02.dgn8/7/2017 11:47:07 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E For Proposed Drainage Structures, see Construction Details. All Topography Information Described from Line "RL", Except as Noted. Line "PR-RL2" to be Constructed. All R/W Described from Line "PR-RL2", Except as Shown. NOTES: 820 810 830 840 860 850 810 820 830 850 860 840 Range Line Rd.Veterans WayWinona Dr.(dry pond) (2-sty brick)(2-sty brick) (2-sty brick) conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc. conc.grass grassgrassgrass grassgrassgrassgrass grass grass grassgrassgrass grassgrass grass grass grass grass grassgrassstonestonestoneasphaltasphaltasphalt asphaltasphaltasphaltasphaltasphalt asphaltplanterplanter planter planter planterplanterplanter planter planterplanterplanterplanterplanterplantermulch mulch mulch mulch mulch mulch brick brick brick 12" rcp 12" rcp 42" cmp 42" cmp 42" cmp 42" cmp 42" cmp 12" rcp 8" pvc 12" cpp 12" cpp 6" pvc 8" pvc 12" cpp conc.grass 12" rcp 8" vcp 8" vcp 30" rcp grass grass asphalt grass 6" pvc 30" rcp 30" rcp asphalt 6" pvc 6" pvc 12" rcp 30" rcp grass grass 8" pvc 30" rcp asphalt asphalt42" cmp 12" rcp 12" rcp 12" pvc 12" rcp 42" rcp 33" rcp 12" rcp 12" rcp 8" vcp 12" rcp conc.asphalt asphalt asphalt 12" rcp 12" rcp 12" cpp to 12" rcp 27" rcp 12" rcp 10" vcp asphalt conc. 12" rcp 30" rcp 42" rcp 10" pvc 42" rcp 27" rcp 8" pvc 33" cmp to 33" rcp 12" rcp 42" rcp 42" rcp conc.42" rcp conc.12" rcp 15" rcp 33" rcp conc. conc. conc. conc. 12" rcp 8" vcp 8" vcp App. Exist. R/WApp. Exist. R/W App. P.L.App. P.L.App. P.L.App. P.L.Lot 18 Lot 17 LIVING TRUST INT.2 1& JULIA ANN PYLE INT.2 1KENNETH S. PYLE App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. P.L.Monon Green Blvd.asphaltApp. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.NEWARK ADDITION Lot 16 Replat Lot 9A Lot 8 Lot 5A Easement Utility 10.0'10.0' Easement Utility EasementUtility10.0'App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W JUDITH E.STEWART PHILLIP L. &JUDITH E.STEWART PHILLIP L. & Lot 15 Lot 14 JUDITH E.STEWART PHILLIP L. & Lot 13 Lot 12 JUDITH E.STEWART PHILLIP L. &REVOCABLE TRUST WAMSLEY TRUSTEE VAUGHN A. CO-TRUSTEES SHARON W, KNOWLES WILLIAM W. & REVOCABLE TRUST SHARON L. WHITE CO-TRUSTEES SHARON L. WHITE STEPHEN L. & PROPERTIES LLC B & D CARMEL CCC NASH LLC COMMISSIONREDEVELOPMENTCITY OF CARMELCOMMISSIONREDEVELOPMENTCITY OF CARMELCHAMBERS, LLC CCC BALDWIN10.0' Easement San. Sewer62+08.3, 38.4', Water Valve+10.0, 37.3', Water Valve62+20.6, 48.4', Cleanout+25.1, 47.9', Tree+30.9, 60.6', Cleanout+37.0, 45.3', Tree+45.2, 61.8', Tree+45.4, 70.3', Light Pole+48.6, 36.7', Handhole+57.8, 48.2', Light Pole+62.7, 45.2', Tree+65.8, 37.8', Water Valve+74.4, 32.7', Inlet+82.1, 46.8', Inlet+84.6, 69.2', Light Pole+87.3, 62.8', Tree+94.8, 62.5', Inlet+97.8, 45.2', Tree63+00.2, 32.9', Inlet63+00.8, 38.9', Monument+07.6, 48.1', Tree+09.4, 62.0', Post+14.0, 78.4', Inlet+24.1, 62.1', Post+33.1, 44.8', Tree+43.0, 62.2', Post+43.9, 48.2', Tree+54.4, 62.1', Post+63.1, 5.8', Monument+67.4, 44.8', Tree+73.2, 62.0', Post+73.5, 51.3', Cleanout+77.1, 70.1', Tree+81.7, 48.9', Tree+84.0, 34.0', Inlet+84.8, 33.1', Inlet+88.2, 61.9', Post+93.1, 52.0', Rebar Found+93.1, 44.1', Rebar Found+97.1, 55.0', Tree64+03.0, 45.4', Tree64+23.5, 64.3', Tree+34.1, 63.2', Sign+34.5, 54.1', Sign+35.9, 47.0', Water Meter+37.4, 64.3', Handhole+37.7, 45.1', Tree+38.0, 45.0', Tree+39.1, 63.2', Sign+39.4, 54.3', Sign+52.6, 57.8', Tree+60.1, 40.4', Hose Bib+62.0, 46.1', Tree+63.2, 39.9', Water Valve+63.3, 48.2', Beehive Inlet+63.4, 41.5', Fire Hydrant+64.3, 60.6', Cleanout+64.8, 37.6', Light Pole+67.4, 58.7', Handhole+70.6, 68.8', Cleanout+72.7, 67.8', Tree+74.8, 45.4', Handhole+75.2, 99.9', Tree+80.7, 41.3', Drainage Manhole+86.9, 41.4', Water Valve+97.2, 76.8', Sign65+12.3, 43.9', Water Valve+14.6, 79.6', Drainage Manhole+22.4, 68.0', Sanitary Manhole+27.1, 56.7', Inlet+27.4, 70.0', Sign+31.4, 61.3', Monument+31.5, 29.5', Drainage Manhole+32.3, 28.9', Drainage Manhole+41.2, 55.9', Handhole+61.9, 77.6', Inlet+73.1, 33.1', Inlet+94.7, 69.6', Sign66+02.0, 51.7', Light Pole65+20.0, 19.5', Drainage Mh.+30.6, 34.1', Drainage Mh.+89.9, 28.3', Drainage Mh.+99.9, 24.7', Drainage Mh.+15.9, 40.7', Drainage Mh.CCC MARKET LLC App. Section Line 57+03.4, 28.2', Light Pole+55.1, 46.5', Water Meter+60.4, 29.5', Monument+62.4, 63.8', Tree+70.5, 40.9', Beehive Inlet58+05.3, 74.4', Tree+21.5, 40.9', Beehive Inlet+64.2, 56.4', Ground Light+68.3, 61.8', Transformer+68.6, 56.9', Transformer+68.8, 40.9', Beehive Inlet+71.4, 69.4', Tree+71.6, 66.2', Transformer+72.4, 50.7', Transformer+72.7, 62.8', Sign+73.0, 52.3', Sign+74.5, 47.9', Transformer+76.0, 56.9', Ground Light+99.8, 52.7', Inlet59+04.1, 26.4', Inlet+22.3, 46.8', Water Meter+30.7, 63.1', Flag Pole+35.9, 64.1', Ground Light+48.7, 48.6', Stump+59.0, 53.0', Water Meter+60.7, 48.8', Stump+79.1, 48.9', Stump+88.6, 50.1', Sign+99.1, 44.4', Beehive Inlet60+02.2, 48.6', Stump+40.1, 47.8', Stump+42.8, 36.9', Fire Hydrant+43.0, 71.6', Tree+43.1, 35.8', Water Valve+75.6, 49.6', Tree+91.9, 28.3', Light Pole+99.5, 26.2', Inlet61+01.4, 64.9', Tree+05.3, 79.6', Inlet+12.4, 40.7', Beehive Inlet+29.6, 10.8', Water Valve+36.0, 51.0', Water Meter+39.7, 50.6', Ground Light+45.1, 61.1', Sign+45.4, 50.4', Sign+48.8, 49.4', Ground Light+68.1, 51.9', Mag Nail+92.3, 31.6', Buffalo Box+92.9, 47.4', Tree+98.9, 48.1', Water Meter+20.5, 18.0', Drainage Mh.+33.8, 18.4', Drainage Mh.+21.5, 18.4', Drainage Mh.+22.2, 39.3', Drainage Mh.57+23.8, 66.1', Tele. Pedestal+35.2, 65.4', Light Pole+38.6, 53.4', Ground Light+41.7, 50.6', Ground Light+42.3, 53.0', Flag Pole+43.5, 54.6', Ground Light58+05.9, 49.2', Tree+86.4, 51.2', Rebar Found+92.4, 45.5', Fire Hydrant+94.4, 37.3', Water Valve59+03.9, 26.2', Inlet+04.0, 31.4', Drainage Manhole+10.1, 27.9', Light Pole+12.2, 44.3', Handhole+52.4, 36.5', Monument60+13.2, 49.8', Sign61+01.7, 54.9', Cleanout+09.9, 45.1', Monument+18.0, 37.0', Water Valve+20.8, 35.8', Water Valve+25.3, 57.9', Water Valve+28.6, 55.6', Water Valve+36.3, 61.1', Water Valve+73.1, 50.5', Tele. X-Box+81.6, 46.8', Gas Line Marker+81.8, 47.0', Gas Valve+81.8, 37.7', Mag Nail+46.2, 61.0', Inlet+05.9, 31.3', Tree+09.4, 31.4', Tree+12.6, 44.5', Post+22.9, 44.4', Post+25.6, 31.1', Tree+29.0, 31.1', Tree+34.1, 50.3', Tree+66.0, 30.8', Tree+69.4, 30.7', Tree+85.5, 30.8', Tree+89.3, 30.4', Tree+10.4, 45.8', Tree+24.7, 30.6', Tree+25.1, 46.0', Tree+28.8, 30.6', Tree+44.3, 30.6', Tree+49.0, 30.5', Tree+56.2, 46.1', Tree+56.3, 30.2', Tree+57.4, 45.2', Tree+79.2, 30.2', Tree+80.5, 45.3', Tree+87.3, 48.7', Sign+95.5, 25.3', Inlet+16.3, 58.2', Sign+70.7, 80.0', Inlet+34.7, 44.4', Sprinkler Valve+61.1, 19.7', Tele. Mh.+03.6, 55.3', Sprinkler Valve+13.9, 30.0', Drainage Mh.NEW CASTLE BANK OF CITIZENS STATE Rangeline Rd. across from Appress #902 El. 840.315 TBM #55 - Chisled "X" on N Bolt of Fire Hydrant on E side of conc.App. Exist. R/W App. P.L. Line "RL" & "PR-RL2"22022565+0060+00 (2-sty brick) Str. No. 203 Str. No. 204 Str. No.205 Str. No. 130 Str. No. 131 Str. No. 20612" rcp 12" r cp 12" rcp Constr. Limits Constr. Limits Constr. Limits Constr. Limits 12" rcp Str. No. 131A Str. No. 132 Str. No. 133 Str. No. 129B Str. No. 129A Temp. R/W P.L.(45.00') +15 69' +P.L.(+37.64)Temp. R/W 69' +P.L.(+87.64) P.L.(52.00') +00 69 Sys. Conc. Slab, Remove 38 Sys. Conc. Slab, Remove 68 Sys. Conc. Sidewalk, Remove 54 Sys. Conc. Sidewalk, Remove 64 Lft. Conc. Curb & Gutter, Remove 40 Lft. Conc. Curb & Gutter, Remove 19 Lft. Conc. Curb, Remove 200 Lft. Conc. Curb, Remove 348Lft. Conc. Curb, Remove 310 Lft. Conc. Curb, Remove475 Sys. Conc. Sidewalk, Remove 170 Sys. Conc. Sidewalk, Remove 130 Lft. Conc. Curb, Remove 1 1 updated for Shared Use Path addition Revised 8/07/2017 - Construction Limits and Removal Items Remove Brick Planter Remove Brick Planter Remove Brick Planter Str. No. 129C MAG MON MON WVT FP PPST PPST WM WV WV WV WV WV WV WV WV MON MON WM FP WM WV WM WM PPST PPST PPST PPST PPST PPST WV WV WV WV MON WM H H H MB H H CC-TGBB HHB WM220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00843.6842.6841.6840.8840.0839.5839.1838.8838.6838.3838.1837.9837.7837.6837.6837.6837.7837.9838.2Existing Ground Exist. 15" Pipe Ex. 831.66 Ex. 831.46 Ex. 829.34 Ex. 827.94 Ex. 828.28 Ex. 828.80 Exist. 33" PipeExist. 33" Pipe Ex. 830.27 Ex. 830.17 Exist. 8" San. Sewer Pipe Ex. 830.35 Exist. 8" San. Sewer Pipe Ex. 828.19 Ex. 828.04 Ex. 833.87 Ex. 833.77 Exist. 12" Pipe Exist. 8" San. Sewer Pipe Plotted 10' Below Datum Str. No. 130Exist. M.H. 225+40.5Str. No. 203Exist. San. M.H. 219+71.0Str. No. 204Exist. San. M.H. 222+84.4Str. No. 205Exist. San. M.H. 223+72.1Str. No. 206Exist. San. M.H. 227+70.6Str. No. 129AExist. M.H. 221+54.6Str. No. 129BExist. M.H. 223+64.5Str. No. 132Exist. M.H. 227+82.1NRM TJM NRM RJC LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 14 1" = 30' 1" = 10' PLAN AND PROFILE FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PP.PR-RL2.03.dgn8/7/2017 11:47:08 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E For Proposed Drainage Structures, see Construction Details. All Topography Information Described from Line "RL", Except as Noted. Line "PR-RL2" to be Constructed. All R/W Described from Line "PR-RL2", Except as Shown. NOTES: 820 810 830 840 860 850 810 820 830 850 860 840 Range Line Rd.Winona Dr.(2-sty brick) conc. conc. conc. conc. conc.grass grass grass grass grassgrassstonestoneasphaltasphaltplantermulch mulch brick brick 12" rcp 8" pvc 12" cpp 12" cpp 8" pvc 8" vcp 12" rcp conc.asphalt asphalt 12" rcp 12" rcp 12" cpp to 12" rcp 27" rcp 12" rcp 10" vcp asphalt conc. 12" rcp 30" rcp 42" rcp 10" pvc 42" rcp 27" rcp 8" pvc 33" cmp to 33" rcp 42" rcp 8" vcp App. P.L.App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.Lot 8 Lot 5A Easement Utility 10.0'10.0' Easement Utility EasementUtility10.0'App. Exist. R/W App. Exist. R/W CO-TRUSTEES SHARON W, KNOWLES WILLIAM W. & REVOCABLE TRUST SHARON L. WHITE CO-TRUSTEES SHARON L. WHITE STEPHEN L. & CCC NASH LLC COMMISSION REDEVELOPMENT CITY OF CARMEL CHAMBERS, LLC CCC BALDWIN10.0' Easement San. Sewer64+03.0, 45.4', Tree64+23.5, 64.3', Tree+34.1, 63.2', Sign+34.5, 54.1', Sign+35.9, 47.0', Water Meter+37.4, 64.3', Handhole+37.7, 45.1', Tree+38.0, 45.0', Tree+39.1, 63.2', Sign+39.4, 54.3', Sign+52.6, 57.8', Tree+60.1, 40.4', Hose Bib+62.0, 46.1', Tree+63.2, 39.9', Water Valve+63.3, 48.2', Beehive Inlet+63.4, 41.5', Fire Hydrant+64.3, 60.6', Cleanout+64.8, 37.6', Light Pole+67.4, 58.7', Handhole+70.6, 68.8', Cleanout+72.7, 67.8', Tree+74.8, 45.4', Handhole+75.2, 99.9', Tree+80.7, 41.3', Drainage Manhole+86.9, 41.4', Water Valve+97.2, 76.8', Sign65+12.3, 43.9', Water Valve+14.6, 79.6', Drainage Manhole+22.4, 68.0', Sanitary Manhole+27.1, 56.7', Inlet+27.4, 70.0', Sign+31.4, 61.3', Monument+31.5, 29.5', Drainage Manhole+32.3, 28.9', Drainage Manhole+41.2, 55.9', Handhole+61.9, 77.6', Inlet+73.1, 33.1', Inlet+94.7, 69.6', Sign66+02.0, 51.7', Light Pole65+20.0, 19.5', Drainage Mh.+30.6, 34.1', Drainage Mh.App. Section Line 126th St.asphaltApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. P.L. App . Ex is t. R /W 36" rcp 8" cpp 10" pvc 10" pvc 12" rcp 12" rcp 12" rcp 8" vcp 8" vcp 10" pvc to 12" cmp 8" pvc 6" pvc 4" pvc 10" pvc conc. conc. conc.grass (pavers) asphalt (pavers) planter brick planter grass asphalt conc.plantergrass conc. grass asphalt planter(fountain)grass (pavers) asphaltasphaltasphalt (5-sty brick) planter asphaltplanter asphalt asphaltasphalt conc. conc. asphalt asphalt (pavers) 231+28.60 "PR-RL2" END PROJECT CARMEL CITY CENTER, LLC asphaltCity Center Dr.10.0' Easement Utility Lot 4 Lot 3 Lot 2 Lot 1 INVESTMENTS LLC MOHAWK +24.1, 50.5', Sign+53.9, 6.2', Sign+54.8, 6.5', Monument66+55.2, 18.9', Tele. Manhole+56.5, 5.3', Monument+77.3, 65.9', Inlet+83.4, 49.6', Sign+87.9, 44.0', Light Pole+94.0, 65.3', Inlet67+00.7, 25.2', Drainage Manhole+01.3, 31.6', Drainage Manhole+02.0, 69.6', Drainage Manhole+03.6, 42.1', Sprinkler Control Valve67+03.7, 34.0', Inlet+04.1, 37.8', Tree+05.4, 34.2', Inlet+13.1, 67.0', Inlet+17.1, 63.9', Tree+28.7, 67.1', Inlet+29.2, 47.2', Sign+30.6, 61.8', Drainage Manhole+31.5, 63.2', Tree+41.7, 67.2', Inlet+49.4, 47.2', Beehive Inlet+55.7, 61.8', Tree+56.4, 67.0', Inlet+58.2, 46.8', Water Meter+59.3, 40.7', Water Valve+59.8, 38.9', Fire Hydrant+61.0, 62.0', Drainage Manhole+61.1, 40.3', Water Valve+62.3, 38.6', Tree+62.8, 40.8', Water Valve+79.6, 36.5', Sign+81.8, 51.3', Monument+93.3, 67.2', Inlet68+03.6, 40.9', Monument+07.0, 77.4', Pine Tree+07.8, 63.0', Pine Tree68+11.3, 37.0', Tree+40.1, 57.4', Inlet+63.4, 38.8', Tree+70.0, 57.0', Inlet+73.6, 35.6', Light Pole+89.6, 33.0', Inlet+90.8, 54.5', Inlet+96.4, 62.5', Sign+96.9, 54.4', Tree+99.7, 57.0', Inlet69+15.9, 38.0', Tree69+29.9, 54.2', Tree+32.4, 44.3', Sign+49.0, 26.5', Drainage Manhole+49.6, 32.8', Inlet+50.1, 34.2', Inlet+61.3, 59.6', Drainage Manhole+94.9, 19.7', Drainage Manhole70+02.4, 93.8', Tree70+03.1, 49.9', Sprinkler Control Valve+07.0, 47.2', Monument+10.7, 93.7', Light Pole+11.7, 43.1', Light Pole+18.3, 93.7', Tree+26.4, 38.8', Light Pole+26.9, 51.3', Tree+30.8, 37.2', Gas Line Marker+51.8, 49.8', Traffic Strain Pole+56.2, 61.9', Sign+56.3, 54.0', Handhole+59.3, 47.0', Water Valve+59.6, 65.0', Sign+60.6, 60.5', Sign+64.2, 57.3', Water Valve+69.3, 53.5', Handhole+70.7, 97.3', Sign+75.2, 58.8', Traffic Strain Pole+75.5, 84.4', Light Pole+81.0, 99.0', Light Pole+67.8, 18.5', Drainage Mh.+64.3, 40.2', Sprinkler Valve+84.4, 30.0', Drainage Mh.NEWARK ADDITION 81'± W of � Rangeline Rd. & 126th St. El. 853.52 TBM #56 - Chisled "X" on W Bolt of Fire Hydrant on NE Corner &App. Exist. R/Wbrick Line "RL" & "PR-RL2" P.O.T. 71+36.66 "RL" P.O.T. 233+87.22 "PR-RL2" =23065+00 70+00 12" rcp 12" rcp Str. No. 135 Str. No. 134 Constr. Limits Constr. Limits 12" rcp Str. No. 206 Str. No. 131A Str. No. 133 Str. No. 132 Str. No. 206A P.L.(45.00') +10 Temp. R/W 69' +P.L.(+37.64) 69' +P.L.(+87.64) Temp. R/W P.L.(52.00') +00 App. Exist. R/W 28 Sys. Conc. Slab, Remove 336 Lft. Conc. Curb, Remove MON MON WV WV WV MON MON WV WV WV MON WM H H H MB H WM MONHB227+00 228+00 229+00 230+00 231+00 232+00 233+00837.6837.6837.7837.9838.2838.5839.0839.8841.1842.2843.2844.8846.5848.0849.4234+00 Existing Ground 231+28.60 "PR-RL2" END PROJECT Ex. 828.80 Exist. 33" Pipe Ex. 828.19 Ex. 828.04 Exist. 8" San. Sewer Pipe Ex. 829.30 Plotted 10' Below DatumStr. No. 206Exist. San. M.H. 227+70.6Str. No. 206AExist. San. M.H. 230+18.4Str. No. 132Exist. M.H. 227+82.1NRM TJM NRM RJC LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 15 1" = 30' 1" = 10' PLAN AND PROFILE FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PP.PR-RL2.04.dgn8/7/2017 11:47:10 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 45+00Executive Dr.55+29.38 "PR-S4A" END CONSTRUCTION5055NATIONAL BANK THE HUNTINGTON PTN 1 REAL ESTATE DEPT KROGER LIMITED DEVELOPMENT II LLC CARMEL RANGELINE LLC 1132 SOUTH HARVEY B. STOUT ADDITION Lot 9 Lot 10 HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E App. Exist. R/WRange Line Rd.App. P.L. P.O.T. 10+00.00 "S-4-A" P.O.T. 44+45.59 "RL" = 88°58'34" CENTERPOINTE 34 LLC CARMEL Lot 1 Lot 2CARMEL CENTERPOINTE SECTION 1 CARMEL CENTERPOINTE SECTION 2 Utility EasementDrainage, Sewer &50.0'15.0'16.0'15.0' & Utility Easement Ingress/Egress & Utility Easement Ingress/Egress App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W (1-sty brick) conc. conc. conc. conc. conc. conc. conc. grass grass grass grass grassgrassgrassgrass grass grass grass grass grass asphalt asphaltasphalt asphalt asphalt asphalt asphalt asphalt planter planter planter planter planter planterplanterplanterplanter planter woods planterplanterplanterplanterplanter24" rcp 24" cpp 4" cpp 4" cpp 4" cpp 8" pvc 12" rcp 18" rcp 6" pvc 24" rcp 8" pvc 12" rcp 24" rcp planter 12" rcp 12" r cp 24" rcp planter conc.15" rcp 15" rcp conc.24" cpp 24" rcp asphalt grassasphalt12" rcp 12" rcp 30" rcp 30" rcp asphalt12" rcp planter12" rcp 15" rcp 12" rcp asphalt24" rcp asphalt 24" rcp grass conc.12" rcp 24" rcp (NAVD 88) 820 830 840 860 850 For Proposed Drainage Structures, see Construction Details. All Topography Information Described from Line "S-4-A", Except as Noted. Line "PR-S4A" to be Constructed. All R/W Described from Line "PR-S4A", Except as Shown. NOTES:10+20.9, 25.8', Water Valve+39.1, 32.4', Inlet+39.2, 42.3', Traffic Pedestal+41.6, 31.6', Traffic Strain Pole+43.3, 39.3', Traffic Strain Pole+49.0, 74.3', Tree+49.3, 68.4', Tree+49.5, 30.9', Handhole+51.9, 19.2', Detector Housing+53.8, 97.7', Light Pole+55.3, 37.7', Tree+59.3, 50.8', Sign+65.7, 1.0', Detector Housing+69.3, 50.7', Sign+83.2, 65.8', Monument+85.9, 69.2', Inlet+90.0, 35.8', Sign+94.4, 33.7', Tree11+14.0, 95.6', Tree+16.3, 86.5', Monument+28.1, 31.7', Sprinkler Control Valve+28.7, 40.6', Light Pole11+38.8, 34.0', Tree+48.9, 35.0', Sanitary Manhole+49.9, 44.5', Sanitary Manhole+50.2, 22.0', Inlet+51.2, 22.5', Inlet+51.3, 42.9', Inlet+60.6, 37.6', Tree+72.6, 94.2', Tree+77.2, 37.2', Tree+79.9, 23.5', Monument+86.3, 32.2', Tree+86.6, 29.7', Sign12+21.6, 34.4', Tree12+33.0, 31.8', Tree+39.7, 35.0', Tree+67.6, 33.2', Sprinkler Control Valve+74.3, 42.1', Water Meter+75.2, 43.7', Sprinkler Control Valve+75.6, 33.0', Tree+78.3, 41.0', Tree+81.5, 69.1', Inlet+81.8, 54.9', Light Pole+82.2, 56.5', Inlet+84.6, 47.9', Fire Hydrant+87.1, 39.6', Tree+89.1, 47.7', Water Valve+09.8, 30.0', Mag Nail13+11.2, 37.3', Water Valve+15.8, 34.4', Drainage Manhole+17.2, 58.3', Inlet+19.6, 24.2', Water Valve+20.0, 41.7', Sign+33.8, 52.3', Light Pole+34.1, 43.1', Tree+39.2, 33.7', Inlet+40.0, 70.0', Inlet+43.8, 32.8', Tree+58.2, 23.6', Monument+61.4, 33.2', Tree+82.0, 32.0', Tree+84.1, 34.3', Tree+99.7, 29.3', Sign14+01.8, 32.2', Tree14+04.1, 33.1', Tree+22.0, 33.3', Tree+28.6, 36.1', Light PoleApp. Exist. R/W10+23.7, 34.8', Drainage Mh.+62.3, 29.1', Sprinkler Valve13+00.8, 53.6', Sanitary Mh. El. 848.72 Dr. & 75'± W of � Rangeline Rd. N of Shell Gas Station TBM #53 - Chisled "X" on E Bolt of Fire Hydrant on S side Carmel CURVE DATA P.I. = 206+10.88 "PR-RL2" T = 26.50' E = 1.05' S.E. = N.C. R = 333.00' L = 52.89' CURVE DATA P.I. = 207+71.17 "PR-RL2" T = 64.49' L = 127.41' R = 333.00' E = 6.19' S.E. = N.C. CURVE DATA P.I. = 50+97.94 "PR-S4A" T = 29.67' L = 59.16' R = 302.00' E = 1.45' S.E. = N.C. CURVE DATA P.I. = 51+86.44 "PR-S4A" T = 59.02' L = 116.83' R = 333.00' E = 5.19' S.E. = N.C. CURVE DATA P.I. = 52+91.35 "PR-S4A" T = 47.10' L = 93.58' R = 333.00' E = 3.31' S.E. = N.C.Line "RL" & "PR-RL2"Line "S-4-A" P.I. 51+86.44 "PR-S4A" Line "PR-RL2"Line "RL"App. Section LineLine "S-4-A" & "PR-S4A" Line "PR-S4A" P.C. 50+68.27 "PR-S4A" P.R.C. 51+27.42 "PR-S4A" P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = woods P.C. 205+84.38 "PR-RL2" P.O.T. 43+63.69 "RL" P.I. 206+10.88 "PR-RL2" = P.T. 206+37.27 "PR-RL2" P.I. 207+71.17 "PR-RL2" P.O.T. 10+60.19 "S-4-A" P.I. 52+91.35 "PR-S4A" = P.T. 53+37.83 "PR-S4A" 50+60.00 "PR-S4A" BEGIN CONSTRUCTION Str. No. 109 Str. No. 112 Str. No. 110 Str. No. 140 Str. No. 107 Str. No. 137 Str. No. 138 Str. No. 104 Str. No. 145 Str. No. 143 Str. No. 136 Str. No. 142 Str. No. 144 870 820 830 840 860 850 870 15+0015" rcp 15" rcp 15" rcp P.O.T. 50+15.92 "PR-S4A" 12" rcp Str. No. 139 Str. No. 111 P.I. 50+97.94 "PR-S4A" Constr. Limits Constr. Limits Constr. Limits Constr. Limits woods R/W R/W R/W 55' +00 "PR-RL2" 49' +93 "PR-RL2" P.L.(25.72') +70 R/W 57' +17 40' +42 P.L.(30.00') +80 40' +80 R/W 40' R/W R/WR/W 41' +71 "PR-RL2" 60' +15 51' +10 "PR-RL2"R/W 35' +75 35' R/W P.L.(30.09') +75 R/W Str. No. 105 Str. No. 141 See Line "PR-RL2" Str. No. 106 See Line "PR-RL2" See Line "PR-RL2" Str. No. 103 See Line "PR-RL2" See Line "PR-RL2" See Line "PR-RL2" See Line "PR-RL2" See Line "PR-RL2" Str. No. 108 See Line "PR-RL2"Str. No. 142A Str. No. 143A See Line "PR-RL2" P.L.(25.78') +55 34' +25 RW (41.29') +50 Temp. R/WTemp. R/W 46' +55 Temp. R/W Temp. R/W 52' +90 "PR-RL2" 43' +50 35' +53 43' +35 P.L.(30.09' +35 Temp. R/W Temp. R/W 50' +40 & Utility Easement Drainage, Sewer 50' +P.L.(+40.03) P.L.(30.00') P.L.(+40.03) 49' +70 Str. No. 109A Str. No. 108A MAG WV MON MON WV WM LD LD MON MON WV WV MON T T WM MON GM LD H CC-TR MAG PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ 52+00 53+00 54+00 55+00 56+00837.0843.7843.6843.7843.6844.0845.4847.1848.2848.7848.351+0050+00 843.22845.04844.80844.69845.54See Roundabout Spot Elevations P.G. EL. 846.32 54+75.00 "PR-S4A" 55+29.38 "PR-S4A" END CONSTRUCTION Profile Grade Existing Ground Profile GradeP.G. Elev. 840.96 50+60.00 "PR-S4A" BEGIN CONSTRUCTION +5.90% +1.88%P.V.I. 51+73.11P.V.I. EL. 845.50P.V.I. 53+15.38P.V.I. EL. 845.40-1.95%+3.43% Ex. 836.78 Exist. 24" Pipe Ex. 837.84Ex. 837.74 Ex. 839.15 Ex. 839.10 Exist. 24" Pipe Exist. 24" Pipe 80.00' V.C. P.V.I. EL. 844.50 P.V.I. 51+20.00 140.00' V.C. P.V.I. EL. 843.75 P.V.I. 54+00.00 30' of 12" Pipe @ -0.50% 837.55 Str. No. 139M.H. 51+64.0837.40 Ex. 834.78 838.00 89' of 12" Pipe @ -0.51%Str. No. 136Inlet 50+70.0839.00 839.35 Str. No. 142AExist. M.H. 53+79.4"PR-RL2" Str. No. 107Exist. M.H. 207+17.6"PR-RL2" Str. No. 108Exist. M.H. 207+29.6LINE "PR-S4A"NRM TJM RJC NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 16 1" = 30' 1" = 10' PLAN AND PROFILE FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PP.PR-S4A.01.dgn8/7/2017 11:47:12 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WExecutive Dr.App. Exist. R/W NATIONAL BANK THE HUNTINGTON 50.0' Utility Easement Drainage, Sewer &12" rcp 15.0'12" rcp asphalt asphaltgrass conc.asphaltasphaltgrassconc.24" rcp asphalt planter PTN 1 REAL ESTATE DEPT KROGER LIMITEDHAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 Easphaltgrass asphalt grass grass conc. conc. asphalt 12" rcp grass grass conc.12" rcp 15" rcp gr a s s grass conc. conc.grass conc. grass grass 30" rcp 12" rcp 30" rcp asphalt 24" rcp conc.(1-sty metal) grass conc.asphalt DEVELOPMENT II LLC CARMEL HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E grass RANGELINE LLC 1132 SOUTHApp. P.L.grass grass asphaltgrass conc. grass 15" rcp 12" rcp conc. grass 12" rcp 12" rcp 30" rcp 12" rcp conc. grass grass App. Section Line Easement& UtilitySewerDrainage,24" rcp 32'-0"10'-0"6'-0"21'-0"21'-0"K K 15 15 13 13 16 T F1 grass 13 24" rcp grass CURVE DATA P.I. = 206+10.88 "PR-RL2" T = 26.50' E = 1.05' S.E. = N.C. R = 333.00' L = 52.89' CURVE DATA P.I. = 207+71.17 "PR-RL2" T = 64.49' L = 127.41' R = 333.00' E = 6.19' S.E. = N.C. CURVE DATA P.I. = 51+86.44 "PR-S4A" T = 59.02' L = 116.83' R = 333.00' E = 5.19' S.E. = N.C. CURVE DATA P.I. = 52+91.35 "PR-S4A" T = 47.10' L = 93.58' R = 333.00' E = 3.31' S.E. = N.C. CURVE DATA P.I. = 50+97.94 "PR-S4A" T = 29.67' L = 59.16' R = 302.00' E = 1.45' S.E. = N.C. P.C. 208+34.09 "PR-RL2" P.I. 50+97.85 "PR-S4A" P.R.C. 51+27.42 "PR-S4A" P.I. 51+86.44 "PR-S4A" Line "PR-S4A" P.T. 53+37.83 "PR-S4A" 20517'-0" Line "PR-RL2" P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = � ROUNDABOUT P.I. 206+10.88 "PR-RL2" P.I. 52+91.35 "PR-S4A" 90°0'0" +90.6 LT.+68.6Class III Drive Req'd. W = 23.2' Adjust Casting to Grade Str. No. 100 Adjust Casting to Grade Str. No. 102+9 2. 0 RT. asphalt C1 +94.5 RT.54' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 104 +02.0 LT. Str. No. 105 39' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 111 +89.0 LT.See Line "PR-S4A" Str. No. 138 +85.0 RT. 34' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 11029'-0"17'-0"8'-0"6'-0"6'-0"8'-0"F1 F1 8'-0" 3'-0" Retaining Wall No.1 F 3'-0"F1 8'- 0 " 6'- 0 " F1 F F F A 38' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 106 + 45.0 L T. See Line "PR-S4A" Str. No. 139 +70.0, 0.0' LT.38' of 12" Pipe Req'd Manhole, Type "C-4" & Str. No. 109 +90.4, 32.7' LT. 5 1 .7 ' LT.+1 7 .6 ,56.7' LT.+24.4,13 Constr. Limits Constr. Limits Constr. Limits Constr. Limits F18'-0"Range Line Rd. R/W R/WR/WR/ W R/W R/WR/W 28 15 13 15 13 13 15 13 15 28 28 28 15 13 13 2828 15 28 28 P.C. 205+84.38 "PR-RL2" 21'-0"21'-0"+68.54+71.39+33.8521' -0"+46.7221'-0"7' -0"Match Exist. 0.3' RT. +88.2 Match Exist. 202+88.20 "PR-RL2" CONSTRUCTION BEGIN INCIDENTAL 203+88.56 "PR-RL2" BEGIN PROJECT7.0' LT. +88.3 R/WSee Line "PR-S4A" Str. No. 141 P.I. 207+71.17 "PR-RL2" 4. 4' RT.+2 9. 6, See Line "PR-S4A" Str. No. 140 2.0' Lft. Reconstruct Manhole Str. No. 107 Str. No. 108 P.T. 206+37.27 "PR-RL2" 56.67' LT. +24.40 8.48' LT. +26.28 8.33' RT. +25.89 X1 X2 X3 34.75' RT. +13.47 X4 X5 X6 30.93' LT. +08.99 5.37' LT. +96.91 6.00' RT. +95.89 29.75' RT. +01.80 X12 X8 X7 X9 X11 X10 K K K K 10.0'R58.0'R32.44' LT. +27.42 Retaining Wall No.3 13 13A A Temp. R/WTemp. R/W32.0' RT. +98.52 32.58' RT. +88.56 App. Exist. R/W Temp. R/WTemp. R/WTemp. R/W 8'-0"Str. No. 112 to Grade Adjust Casting Temp. R/W Temp. R/W Temp. R/W 26 26 26 26 29'-0"71'-0"Str. No. 108A 69' RT.+65.0, Str. No. 109A62.5' RT.+75.0, Constr. Limits Reconstruct Manhole 3.0 Lft. with Site Contractor and City Construction to be Coordinated and Adjust to Grade Casting, 13, Furnish Str. No. 101 C Depressed 13 8'-0"34.00' LT. +84.00 34.00' LT. +52.00 15 A C1 +91.5Class III Drive Req'd. W = 48.1' 30.0'R 30.0' R 3.0'R3.0'R 32.8' LT. +81.4, 90°0'0"6'-0"C1 Constr. Limits & 2' of 12" Pipe Req'd Manhole, Type "C-2" & 10' of 12" Pipe Req'd Manhole, Type "C-2" Proposed Curb Line) to Orient Lid Outside of (Rotate Mh. Cone as Req'd Reconstruct Manhole 1.0 Lft. Str. No. 103 20' of 12" Pipe Req'd Manhole, Type "C-10" & LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 T HC WVLDLDTT WM GMLD H CC-TRGPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZ WV WVTJM NRM NRM RJC 1"=20' N/A CONSTRUCTION DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 17 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-RL2.01.dgn8/7/2017 11:47:14 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 App. Exist. R/W NATIONAL BANK THE HUNTINGTON 15.0'12" rcp HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E RANGELINE LLC 1132 SOUTH asphalt12" rcp conc. grass App. Exist. R/W CIVIC SQUARE INTEREST 2 1 DAVID & DIANA STEWART INTEREST2 1STEWART PHILLIP & JUDITH INTEREST 2 1 DAVID & DIANA STEWART INTEREST2 1STEWART PHILLIP & JUDITH App. P.L.App. Exist. R/W Section Line41App.App. Exist. R/WApp. P.L.asphaltgrass 12" rcp grass conc. grass App. Section Line grass asphalt asphalt12" rcp 15" rcp Range Line Rd. asphalt 15" rcp conc. grass grass Section Line41App.App. P.L.Easement Utility Easement Utility Sewer & Drainage, asphalt grass 12" rcp 12" rcp grass conc. asphalt asphaltasphalt grass conc. grass App. Exist. R/W LIMITED PARTNERSHIP SHOEHONE FAMILY 10.0' 4.0' grass asphaltOF INDIANA INC MARKETING SERVICE Ease mentSan. Se wer10.0'App. P.L.asphaltgrass App. Exist. R/W PROPERTIES LLC ABBOT App. P.L.asphaltconc.App. Exist. R/W (3-sty brick) conc. grass grass grass conc. conc. 12" rcp LIVING TRUST& SHIRLEY L. RICHTRUSTEES ROBERT P.SHIRLEY RICHROBERT P. &PEMBROKE PLACE LLCDSB INVESTMENTS LLC App. P.L.12" rcp asphalt8" pvc conc.grass conc. grass conc. 12" rcp grass Easement Utility10.0'App. Exist. R/WApp. Exist. R/WEasement Utility 10.0'15" rcp Shoshone Dr.asphaltgrass grassApp. Exist. R/W conc.App. Exist. R/Wgrass15" rcp 8" vcp 8" vcp 12" rcp 12" rcp F1 8'-0"15'-0"2'-0"15 18 15 18 R R F 12" rcp 24" rcp 12" rcp conc. grass 8" vcp 12" rcp K K 27 CURVE DATA S.E. = N.C. E = 1.37' R = 510.00' L = 74.69' T = 37.41' P.I. = 209+91.16 "PR-RL2" Line "PR-RL2" P.C. 209+53.75 "PR-RL2" Line "PR-RL2"21018 18 Class III Drive Req'd. W = 23.5'+49.090°0'0" Class III Drive Req'd. W = 20.2'+25.5+68.6Street Approach Req'd. W = 20.3'+85.990°0'0" 90°0'0" 90°0'0" )(Tan. to "PR-RL2" C1 K1 C1 C1 A Str. No. 120 Adjust Casting to Grade+39.5 RT.Str. No. 121 Adjust Casting to Grade +54.6 LT.Str. No. 114 Adjust Casting to Grade asphalt 28' of 12" Pipe Req'd Inlet, Type "M-10" & Str. No. 115 +90.0 RT. + 84.5 R T. 2' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 119+90.0 LT.R1 R1 3.63' LT. +65.00 R R +49.5, 45.5' RT. Str. No. 1136' -0"8' -0"F1 F1 2' of 12" Pipe Req'd Manhole, Type "C-4" & +56.2, 39.2' LT.+57.2, 31.6' LT.+93.7, 25.2' RT.+39.6, 22.9' RT.Constr. Limits grass Constr. Limits Constr. Limits conc. Constr. Limits A158'-0"F1 8'-0"6'-0"A + 9 0. 0, 4 7. 5' LT.6'-0"8'-0"Constr. Limits +27.4F1 90°0'0" C1 +68.390°0'0" F1 8'-0"6'-0"+46.0+81.8W = 25.4' 90°0'0"90°0'0" Str. No. 123 Adjust Casting to Grade + 1 4.8 L T.+15.5, 31.6' LT.6' -0"R/W R/W R/W R/W R/WFF+85.0 LT.300.0'R1000.0'R23.41' LT. +65.00 24.50' LT. +16.18 24.20' RT. +17.64 +75.0+75.024.00' LT. +59.20 21'-0"21'-0"7'-0"15 13 13 26'-0"15'-0"21'-0"+65.036.00' RT. +76.67 9.00' LT. +65.00 Str. No. 113AApp. Exist. R/WX15 32.50' LT. +25.34 31.29' LT. +69.53 X16 & Utility EasementDrainage Sewer18" rcp 2' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 116 34' of 12" Pipe Req'd Manhole, Type "C-2" & Str. No. 117 20' of 12" Pipe Req'd Inlet, Type "M-10" & Str. No. 118 20.0'R30.0'R 20.0'R1 0.0'R30.0'R P.T. 210+28.44 "PR-RL2" P.I. 209+91.10 "PR-RL2" 19.14' RT. +65.00 2.13' RT. +91.37 23.89' RT. +17.72 15 25.0' R 20.0'RMod. Class III Drive Req'd. W = 26.9' 10.0'R 15.0'Rgrass 8.3'R Mod. Class III Drive Req'd. W = 11.0' Mod. Class III Drive Req'd. W = 14.9'5'-0"24.00' RT. +16.00 34.7' RT. +10.0 Match Exist.30. 0'R5.3'R Mod. Class III Drive Req'd. W = 25.1' Mod. Class III Drive Req'd. 27 27 13 13 2.00' LT. +65.00 A A A A Transition Req'd. 10'-0" Curb & Gutter 9'-0"14'-0"14'-0"9'-0"25'-0"+74+26+81+41Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W asphaltF Match Exist. 19'x5' F Match Exist. 8'x5'15.0'R Dectectable Warning Surfaces, Retrofit Dectectable Warning Surfaces, Retrofit +35+ 9 4 C1 C1 C1 C1 C1 C1 C1 C1 C1 F1 26.00' RT. +60.00 Match Exist.+15Depressed +51. 5, 2 9. 5' RT. Temp. R/W 31.81' RT. +88.24 36.00' RT. +47.23 24.00' RT. +47.69 Transition Req'd. 6'-0" Curb Height 26.00' RT. +10.008'-0"6'-0"10'-0"10'-6"15 Mod. Depressed (Connect Exist. Pipe to East) 12' of 12" Pipe Req'd Inlet, Type "E-7" & A A 4.86' RT. +90.86 517.0'R510.0'RStr. No. 201 (to Remain as is) Str. No. 122 & Adjust to Grade Flat Casting Req'd, Furnish Str. No. 124 & Adjust to Grade Flat Casting Req'd, Furnish F1 F R 5.0'9'-2"& Adjust to Grade Flat Casting Req'd, Furnish Str. No. 200 & Adjust to Grade Flat Casting Req'd, Furnish Relocate Decorative Sign and Foundation 15 Depressed 16 2 16 2 16 16 2 2 Revised 8/11/2017 - Median Roll Curb type changedT WVCT WV WV WM WV WMC MB HGLEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 1"=20' N/A TJM NRM NRM RJC CONSTRUCTION DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 18 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-RL2.02.dgn8/11/2017 5:31:41 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Range Line Rd. App. Section Line HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E App. Exist. R/W 8" pvc grass grass conc. conc.asphaltasphalt conc. App. Exist. R/WApp. P.L.LIVING TRUST & SHIRLEY L. RICH TRUSTEES ROBERT P. SHIRLEY RICH ROBERT P. & PLACE LLC PEMBROKE 8" vcp 2'-0"27 17 15'-0"R 8'-0"R App. P.L.CYNTHIA McMILLEN TERRY T. &App. P.L.JAMES T. SR. BISESI JANICE I. &App. P.L.INARMS LLC Easement Utility asphalt App. Exist. R/W10.0' conc.Nappanee Dr.asphaltApp. Exist. R/W10.0'30" rcp 30" rcp LIVING TRUST INT.2 1& JULIA ANN PYLE INT.2 1KENNETH S. PYLE (1-sty frame)Easement Utility conc.App. Exist. R/W 6" pvc 12" pvc 15" rcp 30" rcp conc.grass grass conc. App. Exist. R/W grass conc. grass 30" rcp 8" vcp asphalt MARKET LLC CCC 12" cpp App. Exist. R/WApp. Exist. R/WCORPORATIONSQUARE BUILDING CARMEL CIVICApp. P.L.Veterans Wayasphalt conc.12" rcp grass conc.grass App. Exist. R/W grass asphaltApp. Exist. R/W conc. asphalt App. Exist. R/W grass 12" rcp grass conc. grass 12" rcp 8" vcp 12" rcp 12" rcp brick conc. asphalt asphaltgrass conc. grass stonegrassgrass grass conc.grass conc. conc.grass conc.(pavers)asphalt12" rcp App. Exist. R/WGradle Dr.App. Exist. R/WApp. P.L.SAVING & LOAN RAILROADMENS 6" vcp 12" rcp JUDITH E.STEWART PHILLIP L. &App. P.L.asphalt30" rcp 6" pvc conc. conc.(2-sty brick) conc. conc. grass grass 30" rcp asphalt asphalt asphalt215220Line "PR-RL2" A AApp. Exist. R/W+48.7, 16.5' RT.+71.0, 18.0' RT.Constr. Limits Constr. Limits Constr. Limits Constr. Limits Str. No. 125 Adjust Casting to Grade +60.3 LT.A R 18 18 A A +81.890°0'0" W = 25.4' F1 8'-0"6'-0"Retaining Wall No. 2 R/W K1 W = 40.1'+07.7F1 8'-0"10.00' LT. +65.5610.00' LT. +05.58 22 8'-0"22 A A 15 asphalt X19 X20 X17 X21 X18 13 C 15 15 Depressed 34.00' LT. +32.45 8.50' LT. +94.56 25.71' RT. +94.56 35.26' LT. +81.81 34.00' LT. +74.58 8'-0"3.0'R 34.00' LT. +25.00 22' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 127 +75.0 LT.+50.1, 30.9' LT.+50.4, 31.2' LT. Str. No. 129 A Mod. Class III Drive Req'd. 5.3'R 15.0'R30.0'R20.0'R2 0. 0'R27 27 27 27 Existing Traffic Signal to be Removed Existing Traffic Signal to be Removed C1 2815'-0"9'-0"14'-0"48'-0"18 18 18 18 24.00' LT. +22.00 14'-0"9'-0"10.00' LT. +34.00 22 22 10.00' LT. +06.00 17 15'-0"9'-0"14'-0"8'-0"15+91+51+76+60+26+01+71Temp. R/W 28 +51.5 RT.Str. No. 126A Adjust Casting to Grade 20' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 128+75.0 RT.15'-0"F +5025.50' LT. +94.56 2.50' LT. +94.56 F Match Exist. 5'x5' Match Exist. 5'x5'F (1-sty brick) 90°0'0" C1 Mod. Class III Drive Req'd.Mod. Class III Drive Req'd. Temp. R/W W = 29.2'+93.0+52.3Street Approach Req'd.12.7'RW = 38.4' C1 C1 18 18 (See Landscape Details) Grass Paver 90°0'0" X20A Str. No. 202 (to Remain as is) Str. No. 203 (to Remain as is) Do Not Disturb Handrail & Wall Str. No. 126 Sign and Foundation Relocate Decorative 1 1 X27 55.5'R34.50' LT. +91.57 1 Revised 8/07/2017 - Shared-Use Path Extended to Monon Green Blvd. F1 8'-0"Furnish & Adjust to Grade Flat Casting Req'd, Furnish & Adjust to Grade Flat Casting Req'd, 1 2 Revised 8/11/2017 - Median Roll Curb type changed 16 2 16 2 16 2 16 2 16 2 LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 MBCT H CC-TR H H MB WV WV WVT FP WM H1"=20' N/A TJM NRM NRM RJC CONSTRUCTION DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 19 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-RL2.03.dgn8/11/2017 5:31:42 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 MARKET LLC CCC (2-sty brick) App. Exist. R/W grass conc. conc. asphalt grass conc. 30" rcp 30" rcp 6" pvc 8" vcp App. Exist. R/W JUDITH E.STEWART PHILLIP L. &15'-0"8'-0"18 18 R 2'-0"27R 18 R 8'-0"15'-0"18 R HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E App. Section LineApp. P.L.PROPERTIES LLC B & D CARMEL App. P.L.NEW CASTLE BANK OF CITIZENS STATE (2-sty brick) conc. 12" rcp 12" rcp 12" rcp 6" pvc asphaltasphalt conc.6" pvc conc. grass Range Line Rd. conc. grass conc. conc.(2-sty brick) grass 15" rcp 12" rcp App. Exist. R/Wgrass 30" rcp conc. 8" vcp 6" pvc stone conc.grass 8" pvc App. Exist. R/W asphaltasphalt grass conc. conc.42" rcp 12" pvc asphalt12" rcp 12" rcp 12" rcp conc. asphalt 42" cmp 42" cmp 42" cmp 42" cmp App. Exist. R/W grass conc.12" rcp App. Exist. R/W App. Exist. R/W brick conc. brick 12" rcp 42" rcp 12" rcp conc.grass42" rcp 33" rcp App. Exist. R/W grass asphaltMonon Green Blvd.asphaltCOMMISSIONREDEVELOPMENTCITY OF CARMEL42" rcp App. P.L. conc.grass conc.App. P.L.App. Exist. R/WApp. Exist. R/W33" rcp conc.grass conc. grass (2-sty brick) CCC NASH LLC App. P.L.JUDITH E.STEWART PHILLIP L. & JUDITH E.STEWART PHILLIP L. &App. P.L.App. P.L.REVOCABLE TRUST WAMSLEY TRUSTEE VAUGHN A. JUDITH E.STEWART PHILLIP L. &App. P.L.CO-TRUSTEES KNOWLES SHARON W, WILLIAM W. &12" rcp 8" vcp grass conc.33" cmp to 33" rcp App. P.L. App. Exist. R/W App. P.L.225Line "PR-RL2" A A A asphalt 12" rcp 12" r cp 12" rcp +84.4, 18.4' RT. + 7 2. 1, 1 8. 4' RT.+40.5, 28.3' LT.+50.5, 24.7' LT.Constr. Limits Constr. Limits Constr. Limits Constr. Limits 10.00' LT. +75.57 22 18.00' LT. +92.94 22 5.10' RT. +92.94 7.00' RT. +87.928'-0"C 13 15 DepressedA 24.00' LT. +48.00 34.00' LT. +45.00 A 3.0'R23'-0"2727 27 Str. No. 129A +54.6, 31.4' LT.Str. No. 129B +64.5, 30.0' LT.14'-0"9'-0"48'-0"25'-0"14'-0"32.0' RT. +87.2+71+01+71+36+01+65+7124.0' RT. +64.7 Detectable Warning Surfaces, Retrofit +25Str. No. 204 (to Remain as is) Str. No. 205 (to Remain as is) (Do Not Disturb) Str. No. 130 (to Remain as is) Str. No. 131 (to Remain as is) X28 C1 +43.4Mod. Class III Drive Req'd. W = 19.2' 55°0'0" F1 Adjust Casting to Grade Str. No. 129C Adjust Casting to Grade +54.6 LT.1 Revised 8/07/2017 - Shared-Use Path Extended to Monon Green Blvd. 1 F Match Exist. 5'x6' F Match Exist. 5'x6' F Match Exist. 5'x7' F Match Exist. 5'x6'8'-0"8'-0"F1 F Match Exist. 2'x11' 34.50' LT. +51.22 A 1515 R 2 Revised 8/11/2017 - Median Roll Curb type changed 16 2 216 LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 WV WV WV WV WV WV WV WV WV WM FP WM WV WM WM WV WM H H CC-TGBB H WM1"=20' N/A TJM NRM NRM RJC CONSTRUCTION DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 20 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-RL2.04.dgn8/11/2017 5:31:43 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 CCC NASH LLC 42" rcp (2-sty brick) brick 33" cmp to 33" rcp CO-TRUSTEES KNOWLES SHARON W, WILLIAM W. & grass conc. App. Exist. R/W 8" vcp 18 18 8'-0"R RApp. Exist. R/WCHAMBERS, LLC CCC BALDWIN Easement San. Sewer App. P.L.10.0'COMMISSION REDEVELOPMENT CITY OF CARMEL App. Exist. R/WCARMEL CITY CENTER, LLC App. P.L. App. Exist. R/W HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E App. Exist. R/WApp . Ex is t. R /W 4" pvc 10" pvc 6" pvc (pavers) asphaltasphalt (pavers) asphaltasphalt (5-sty brick) brick grass asphalt App. Section Line 12" rcp brick grass Range Line Rd. 12" rcp 8" vcp asphalt App. Exist. R/W12" rcp conc.asphalt8" pvc 10" pvc to 12" cmp asphalt INVESTMENTS LLC MOHAWK 10.0' Easement Utility asphalt grass 12 " rcp conc.grass conc.HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E REVOCABLE TRUST SHARON L. WHITE CO-TRUSTEES SHARON L. WHITE STEPHEN L. & 8" vcp 8" vcp 12" rcp conc.asphaltasphalt EasementUtility12" cpp 10.0'grass conc. App. Exist. R/W conc.asphaltasphalt Easement Utility 10.0'App. Exist. R/W12" cpp to 12" rcp 12" rcp grass conc.Winona Dr.asphalt10.0' Easement Utility conc.grass27" rcp 27" rcp 8" pvc conc.12" rcp 30" rcp 8" p vc 12" rcp 42" rcp asphalt conc. conc. conc.12" rcp 12" rcp asphaltgrass asphalt 10" vcp brick grass stone conc.stone10" pvc 8" pvc 12" cpp 42" rcp conc.10" pvc 10" pvc 8" cpp 36" rcp (pavers) grass (pavers) asphalt conc.App. P.L.App. Exist. R/W12" cmp t o 12" rcp 12" rcp App. Exist. R/W 231+28.60 "PR-RL2" END PROJECT230Line "PR-RL2" A A 12" rcp Str. No. 206 12" rcp 12" rcp 12" rcp 12" rcp +82.1, 29.5' LT.+51.9, 31.6' LT.+51.2, 25.2' LT.Constr. Limits Constr. Limits Constr. Limits Constr. Limits 16-ENG-50 Road Plans Match Line - See A A 28 28 18.00' LT. +20.00 8.50' LT. +20.0016.50' LT. +15.00 33.87' LT. +15.00 33.28' RT. +15.00 8" vcp +18.4, 18.5' RT.18 18 R X24 X26 X22 X23 X25 Str. No. 131A Adjust Casting to Grade + 8 1.1, 34.1' R T. 40' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 133+24.0 RT. A 28.5'Rgrass 36.71' RT. +34.33 40.00' RT. +86.85 3 0. 0'RF F F 30.00' LT. +72.86 31.8' RT. +29.0 43.8' RT. +29.019.5' RT.+70.6, 15 15 59.5' LT. +15.0 Match Exist. 32.0' RT. +13.2 43.6' RT. +23.2 Match Exist. Match Exist. R asphalt 27 27 27 63.8' RT. +38.2 Match Exist. 63.4' RT. +88.2 Match Exist. 55.0' RT. +50.4 Match Exist. Match Exist. Match Exist. 15 55.0' RT. +76.0 Match Exist. Match Exist. 9.0' LT. +28.6 2.0' LT. +28.6 Match Exist. 32.0' RT. +20.60 Match Exist. 5.50' RT. +15.00 22.0'R 10'-0" 5'-0"5'-0"2'-0"A A 26 26 25'-0"15'-0"14'-0"25'-0"14'-0"15'-0"8'-0"Transition Req'd. 10'-0" Curb & Gutter 25'-0"15'-0"8'-0"7.00' RT. +78.57 Match Exist. 32.0' LT. +28.6 Match Exist. 2.3' RT. +20.60 +01+36+80+2018.0'R Temp. R/W Temp. R/W 18 18 Str. No. 132 (to Remain as is) (to Remain as is) Str. No. 206A (to Remain as is) Str. No. 135 (to Remain as is) Str. No. 134 (to Remain as is) Match Exist. 2 Revised 8/11/2017 - Median Roll Curb type changed 16 16 16 16 2 2 2 2 16 2 16 2 2 WV WV WV WV WV WV WM H H H MB H WMHBGLEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 1"=20' N/A TJM NRM NRM RJC CONSTRUCTION DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 21 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-RL2.05.dgn8/11/2017 5:31:45 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 App. P.L. grass RANGELINE LLC 1132 SOUTH grass asphalt grass asphalt 24" rcp 12" rcp App. Exist. R/W15" rcp 12" rcp 12" rcp Range Line Rd.App. Section Line15.0'grass conc. asphalt grass conc.24" rcp NATIONAL BANK THE HUNTINGTON (1-sty brick)12" rcp 12" r cp grass conc.App. P.L.16.0'15.0' & Utility Easement Ingress/Egress & Utility Easement Ingress/Egress conc. 6" pvc 12" rcp 12" rcp 24" rcp asphalt App. Exist. R/W asphalt App. Exist. R/W 24" rcp 8" pvc grass asphalt conc. 24" cpp 24" cpp 24" rcp 24" rcp 15" rcp 4" cpp 15" rcp grass conc.asphalt 4" cpp asphalt PTN 1 REAL ESTATE DEPT KROGER LIMITED HAMILTON COUNTY CLAY TOWNSHIP SEC. 36, T 18 N, R 3 E HAMILTON COUNTY CLAY TOWNSHIP SEC. 31, T 18 N, R 4 E30" rcp App. Exist. R/WApp. Exist. R/W12" rcp asphalt conc.grass conc.grassasphalt grass DEVELOPMENT II LLC CARMEL grass conc. asphalt grass 12" rcp 30" rcp Utility EasementDrainage, Sewer &50.0'12" rcp asphalt conc.8" pvc conc.grass conc. & Utility Easement Drainage, Sewer App. Exist. R/W50CURVE DATA P.I. = 206+10.88 "PR-RL2" T = 26.50' E = 1.05' S.E. = N.C. R = 333.00' L = 52.89' CURVE DATA P.I. = 207+71.17 "PR-RL2" T = 64.49' L = 127.41' R = 333.00' E = 6.19' S.E. = N.C. CURVE DATA P.I. = 50+97.94 "PR-S4A" T = 29.67' L = 59.16' R = 302.00' E = 1.45' S.E. = N.C. CURVE DATA P.I. = 51+86.44 "PR-S4A" T = 59.02' L = 116.83' R = 333.00' E = 5.19' S.E. = N.C. CURVE DATA P.I. = 52+91.35 "PR-S4A" T = 47.10' L = 93.58' R = 333.00' E = 3.31' S.E. = N.C. P.I. 50+97.85 "PR-S4A" P.R.C. 51+27.42 "PR-S4A" P.I. 51+86.44 "PR-S4A" Line "PR-RL2" P.C. 208+34.09 "PR-RL2" 55+29.38 "PR-S4A" END CONSTRUCTION Line "PR-S4A" P.C. 50+68.27 "PR-S4A" P.I. 207+71.17 "PR-RL2" 32'-0" 10'-0" 16 13 T Executive Dr.20'-0"6'-0"20'-0"6'-0"grass F F 15 15 13 13 50+60.00 "PR-S4A" BEGIN CONSTRUCTION R 29 '-0"17'-0"29'-0"17'-0"55A A P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = � ROUNDABOUT Line "PR-S4A" P.I. 206+10.88 "PR-RL2" F1 F1 +70.0 RT. 27' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 137 89' of 12" Pipe Req'd Inlet, Type "M-10" & Str. No. 136 45' of 12" Pipe Req'd Inlet, Type "M-10" & Str. No. 138 +59.0 RT.Str. No. 143 +78.0 R T. 2' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 144+84.0 LT.+78.0 LT.Str. No. 142 See Line "PR-RL2" Str. No. 103 See Line "PR-RL2" Str. No. 105 See Line "PR-RL2" Str. No. 107 See Line "PR-RL2" Str. No. 111 See Line "PR-RL2" Str. No. 112 See Line "PR-RL2" Str. No. 110 See Line "PR-RL2" Str. No. 108 K K R1 K K15" rcp 15" rcp 24" rcp asphalt P.I. 52+91.35 "PR-S4A" P.T. 206+37.27 "PR-RL2" P.C. 205+84.38 "PR-RL2" Retaining Wall No.1 F F 8'-0"8'-0"6'-0"8'-0" F18'-0" 3'-0" 3'-0" F1 8'-0" 6'-0" F1 12" rcp See Line "PR-RL2" Str. No. 106 See Line "PR-RL2" Str. No. 104 +64.0 LT.& 30' of 12" Pipe Req'd Manhole, Type "C-10" Str. No. 139 See Line "PR-RL2" Str. No. 109 22 22 A Constr. Limits Constr. Limits Constr. Limits Constr. Limits P.T. 53+37.83 "PR-S4A" + 81.9 R T. 13 R/W R/WR/WR/W R/W R/W28 28 28 28 28 28 28 28 15 15 15 15 13 13 15 15 15 13 13 15 13 13 13'-6"13'-6"4.00' LT. +10.24 8'-0"16'-0"19.00' LT. +61.88 16'-0"20.00' RT. +94.72 +30.00+75.0019'-0"19'-0"30.0'R 27.0'R20.00' RT. +92.72 20.00' LT. +95.44 48.0' LT. +25.4 4'-0" Match Exist. 38.2' RT. +18.3 Match Exist. 11'-2" 2.00' LT. +73.30 4'-0"+26.0 LT.Str. No. 140 48' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 141 48' of 12" Pipe Req'd Inlet, Type "J-10" & + 2 8. 0 RT. Str. No. 143A & Connect to Exist. Inlet 21' of 15" Pipe Req'd. to Remain in Place, Connect to Exist. Manhole 11' of 15" Pipe Req'd Manhole, Type "C-10" & +79.4, 35.1 LT.to Remain in Place Str. No. 142A 36' of 15" Pipe Req'd Manhole, Type "C-10" & X7 X8 X9 X10 X11 X12 X13 X14 20.26' LT. +55.23 6.40' RT. +52.16 22.67' RT. +50.03 4.19' LT. +53.44 24" rcp X1 X2 X3 X4 X5 X6 23.07' LT. +46.29 4.99' LT. +46.29 26.27' RT. +46.29 4.60' RT. +46.29 28.00' LT. +13.56 28.00' RT. +09.73 K K Retaining Wall No.3+70.0 LT. Temp. R/W 11'-0"26.50' RT. +10.81 18.50' RT. +01.14 8'- 0 " 22.30' RT. +87.00 21.63' RT. +60.00 11'-0" 24.85' LT. +08.69 8' -0"8'-0"Temp. R/WTemp. R/W 2' of 12" Pipe Req'd Inlet, Type "J-10" & Str. No. 145 +84.0 RT. Temp. R/W Temp. R/W See Line "PR-RL2" Str. No. 109A See Line "PR-RL2" Str. No. 108A with Site Contractor and City Construction to be Coordinated WV WV WM LD LD WV WV T T WM GM LD H CC-TR PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 CONSTRUCTION DETAILS LINE "PR-S4A" 1"=20' N/A RJC NRMNRM TJM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 22 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CD.PR-S4A.01.dgn8/7/2017 11:47:21 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Executive Dr.Range Li ne Rd.Range Line Rd.Executive Dr. ROUNDABOUT ALIGNMENT SUMMARY TABLE ROUNDABOUT ALIGNMENT SUMMARY TABLE 10+00 50+00 20+00 70+00 40+00 60+0030+0080+00 O.P.O.T. 50+60.00 "PR-S4A", 13.50' LT. P.C. 10+00.00 "NWCL-EXE" = O.P.O.T. 50+60.00 "PR-S4A", 13.50' RT. P.O.T. 20+00.00 "SWCL-EXE" =Li ne "NWCL-EXE"Li ne "NECL-EXE"Li ne "NSI-EXE"Line "SECL-EXE" Line "ESI-EXE" Line "WSI-EXE"Line "SWCL-EXE"Line "SSI-EXE" O.P.C. 50+68.27 "PR-S4A", 2.00' LT. P.C. 50+00.00 "WSI-EXE" = O.P.O.T. 54+30.00 "PR-S4A", 20.00' LT. P.O.T. 40+00.00 "NECL-EXE" = O.P.O.T. 54+15.24 "PR-S4A", 4.00' RT. P.O.T. 70+00.00 "ESI-EXE" = O.P.O.T. 54+30.00 "PR-S4A", 20.00' RT. P.O.T. 32+58.00 "SECL-EXE" = O.P.O.T. 205+41.56 "PR-RL2", 24.00' LT. P.O.T. 22+57.00 "SWCL-EXE" = O.P.O.T. 205+41.40 "PR-RL2", 24.00' RT. P.O.T. 30+00.00 "SECL-EXE" = O.P.C. 50+68.27 "PR-S4A", 2.00' RT. P.T. 52+28.09 "WSI-EXE" = O.P.O.T. 205+41.46 "PR-RL2", 3.00' LT. P.O.T. 60+00.00 "SSI-EXE" = O.P.O.T. 205+41.46 "PR-RL2", 3.00' RT. P.O.T. 62+46.05 "SSI-EXE" = O.P.O.T. 209+16.18 "PR-RL2", 24.50' LT. P.O.T. 13+09.73 "NWCL-EXE" = O.P.O.T. 209+16.08 "PR-RL2", 3.50' LT. P.O.T. 83+28.37 "NSI-EXE" = O.P.O.T. 209+16.18 "PR-RL2", 3.50' RT. P.O.T. 80+00.00 "NSI-EXE" = O.P.O.T. 209+16.18 "PR-RL2", 24.50' RT. P.O.T. 43+16.54 "NECL-EXE" = P.I. 10+48.33 "NWCL-EXE" Line "NWCL-EXE" P.I. 50+02.50 "WSI-EXE" P.I. 11+19.91 "NWCL-EXE" P.I. 12+04.40 "NWCL-EXE" P.I. 51+06.92 "WSI-EXE" P.I. 51+14.95 "WSI-EXE" P.I. 51+25.56 "WSI-EXE" P.I. 50+52.57 "WSI-EXE" P.I. 51+50.06 "WSI-EXE" P.I. 51+97.64 "WSI-EXE" P.I. 52+25.59 "WSI-EXE" P.I. 20+71.58 "SWCL-EXE" P.I. 20+33.47 "SWCL-EXE" P.I. 21+20.58 "SWCL-EXE" Line "SWCL-EXE" P.I. 21+90.12 "SWCL-EXE" P.I. 30+55.40 "SECL-EXE" Line "SECL-EXE" P.I. 31+20.42 "SECL-EXE" P.I. 31+81.20 "SECL-EXE" P.I. 61+10.96 "SSI-EXE" P.I. 60+75.58 "SSI-EXE" P.I. 61+23.76 "SSI-EXE" P.I. 61+40.76 "SSI-EXE" P.I. 61+73.52 "SSI-EXE" Line "NECL-EXE" P.I. 70+73.30 "ESI-EXE" P.I. 71+43.72 "ESI-EXE" P.I. 71+22.30 "ESI-EXE" P.I. 71+11.01 "ESI-EXE" P.I. 71+02.20 "ESI-EXE" O.P.O.T. 54+15.24 "PR-S4A", 4.00' LT. P.O.T. 72+19.51 "ESI-EXE" = P.I. 40+85.04 "NECL-EXE" P.I. 41+18.86 "NECL-EXE" P.I. 41+85.03 "NECL-EXE" P.I. 81+27.61 "NSI-EXE" P.I. 81+55.77 "NSI-EXE" P.I. 81+66.56 "NSI-EXE" P.I. 81+80.87 "NSI-EXE" P.I. 82+09.21 "NSI-EXE" ROUNDABOUT ALIGNMENT PLAN 1"=20' N/A RJCTJM NRM NRM REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "NWCL-EXE"10+48.33 717,681.3411 8,955.7109 18° 18' 12.01" LT 48.33'95.84'300.00'3.87'P.C. 10+00.00 P.C.C. 10+95.84 N 88° 48' 48.94" E N 70° 30' 36.93" E 11+19.91 717,705.4961 9,023.9615 33° 29' 22.24" LT 24.07'46.76'80.00'3.54'P.C.C. 10+95.84 P.T. 11+42.60 N 70° 30' 36.93" E N 37° 01' 14.69" E 12+04.40 717,774.0604 9,075.6673 45° 38' 31.84" LT 33.66'63.73'80.00'6.79'P.C. 11+70.74 P.T. 12+34.47 N 37° 01' 14.69" E N 8° 37' 17.15" W REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "SWCL-EXE"20+33.47 717,653.8399 8,941.2637 09° 08' 05.44" LT 25.20'50.30'315.50'1.01'P.C. 20+08.27 P.R.C. 20+58.57 N 89° 08' 30.26" E N 80° 00' 24.82" E 20+71.58 717,660.4719 8,978.9022 18° 28' 47.07" RT 13.01'25.80'80.00'1.05'P.R.C. 20+58.57 P.C.C. 20+84.37 N 80° 00' 24.82" E S 81° 30' 48.11" E 21+20.58 717,653.2083 9,027.5818 62° 12' 49.99" RT 36.20'65.15'60.00'10.08'P.C.C. 20+84.37 P.C.C. 21+49.52 S 81° 30' 48.11" E S 19° 17' 58.13" E 21+90.12 717,580.7192 9,052.9663 18° 26' 56.60" RT 40.60'80.50'250.00'3.28'P.C.C. 21+49.52 P.T. 22+30.02 S 19° 17' 58.13" E S 0° 51' 01.53" E REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "SECL-EXE"30+55.40 717,569.1049 9,101.1440 35° 15' 25.61" RT 25.42'49.23'80.00'3.94'P.C. 30+29.98 P.T. 30+79.21 N 0° 51' 01.53" W N 34° 24' 24.09" E 31+20.42 717,624.0745 9,138.7919 36° 33' 02.90" RT 19.81'38.28'60.00'3.19'P.C. 31+00.60 P.C.C. 31+38.88 N 34° 24' 24.09" E N 70° 57' 26.99" E 31+81.20 717,644.3472 9,197.5264 19° 12' 57.39" RT 42.32'83.85'250.00'3.56'P.C.C. 31+38.88 P.T. 32+22.72 N 70° 57' 26.99" E S 89° 49' 35.62" E REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "NECL-EXE"40+85.04 717,684.3695 9,190.2062 23° 53' 25.92" RT 16.92'33.36'80.00'1.77'P.C. 40+68.11 P.C.C. 41+01.47 N 89° 49' 35.62" W N 65° 56' 09.70" W 41+18.86 717,698.3624 9,158.8717 38° 21' 35.54" RT 17.39'33.48'50.00'2.94'P.C.C. 41+01.47 P.C.C. 41+34.95 N 65° 56' 09.70" W N 27° 34' 34.16" W 41+85.03 717,758.1704 9,127.6366 18° 57' 17.02" RT 50.08'99.25'300.00'4.15'P.C.C. 41+34.95 P.T. 42+34.19 N 27° 34' 34.16" W N 8° 37' 17.15" W REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "WSI-EXE"50+02.50 717,668.9980 8,918.3302 00° 57' 17.91" LT 2.50'5.00'300.00'0.01'P.C. 50+00.00 P.C.C. 50+05.00 N 89° 08' 30.26" E N 88° 11' 12.35" E 50+52.57 717,670.5824 8,968.3754 18° 01' 13.39" LT 47.57'94.35'300.00'3.75'P.C.C. 50+05.00 P.R.C. 50+99.35 N 88° 11' 12.35" E N 70° 09' 58.97" E 51+06.92 717,689.2886 9,020.2386 113° 03' 55.47" RT 7.56'9.87'5.00'4.07'P.R.C. 50+99.35 P.R.C. 51+09.22 N 70° 09' 58.97" E S 3° 13' 54.43" W 51+14.95 717,676.0137 9,019.4890 09° 13' 55.52" LT 5.73'11.44'71.00'0.23'P.R.C. 51+09.22 P.R.C. 51+20.66 S 3° 13' 54.43" W S 6° 00' 01.09" E 51+25.56 717,665.4419 9,020.6002 117° 01' 13.13" RT 4.90'6.13'3.00'2.74'P.R.C. 51+20.66 P.R.C. 51+26.79 S 6° 00' 01.09" E N 68° 58' 47.95" W 51+50.06 717,675.5448 8,994.3086 32° 26' 04.63" LT 23.27'45.29'80.00'3.32'P.R.C. 51+26.79 P.R.C. 51+72.08 N 68° 58' 47.95" W S 78° 35' 07.41" W 51+97.64 717,665.8804 8,946.4413 09° 36' 50.18" RT 25.56'51.01'304.00'1.07'P.R.C. 51+72.08 P.C.C. 52+23.09 S 78° 35' 07.41" W S 88° 11' 57.59" W 52+25.59 717,664.9985 8,918.3902 00° 56' 32.67" RT 2.50'5.00'304.00'0.01'P.C.C. 52+23.09 P.T. 52+28.09 S 88° 11' 57.59" W S 89° 08' 30.26" W REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "SSI-EXE"60+75.58 717,588.9320 9,073.8467 12° 19' 37.52" LT 27.00'53.79'250.00'1.45'P.C. 60+48.58 P.R.C. 61+02.37 N 0° 51' 01.53" W N 13° 10' 39.05" W 61+10.96 717,623.5905 9,065.7320 119° 38' 30.75" RT 8.60'10.44'5.00'4.95'P.R.C. 61+02.37 P.R.C. 61+12.81 N 13° 10' 39.05" W S 73° 32' 08.30" E 61+23.76 717,618.0490 9,084.4828 21° 02' 11.15 LT 10.95'21.66'59.00'1.01'P.R.C. 61+12.81 P.R.C. 61+34.47 S 73° 32' 08.30" E N 85° 25' 40.55" E 61+40.76 717,619.4233 9,101.6689 128° 58' 43.54" RT 6.29'6.75'3.00'3.97'P.R.C. 61+34.47 P.T. 61+41.22 N 85° 25' 40.55" E S 34° 24' 24.09" W 61+73.52 717,587.5908 9,079.8673 35° 15' 25.61" LT 25.42'49.23'80.00'3.94'P.C. 61+48.10 P.T. 61+97.33 S 34° 24' 24.09" W S 0° 51' 01.53" E REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "ESI-EXE"70+73.30 717,660.3787 9,187.1169 09° 52' 37.56" LT 21.60'43.10'250.00'0.93'P.C. 70+51.70 P.R.C. 70+94.80 N 89° 49' 35.62" W S 80° 17' 46.81" W 71+02.20 717,655.4903 9,158.5296 111° 54' 34.38" RT 7.40'9.77'5.00'3.93'P.R.C. 70+94.80 P.R.C. 71+04.56 S 80° 17' 46.81" W N 12° 12' 21.19" E 71+11.01 717,669.0294 9,161.4584 10° 23' 05.32" LT 6.45'12.87'71.00'0.29'P.R.C. 71+04.56 P.R.C. 71+17.43 N 12° 12' 21.19" E N 1° 49' 15.87" E 71+22.30 717,680.3408 9,161.8180 116° 40' 49.90" RT 4.87'6.11'3.00'2.72'P.R.C. 71+17.43 P.R.C. 71+23.54 N 1° 49' 15.87" E S 61° 29' 54.22" E 71+43.72 717,668.3887 9,183.8295 28° 19' 41.40" LT 20.18'39.54'79.97'2.51'P.R.C. 71+23.54 P.T. 71+63.08 S 61° 29' 54.22" E S 89° 49' 35.62" E REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD "NSI-EXE"81+27.61 717,759.7830 9,106.1521 07° 25' 27.83" LT 19.46'38.87'300.00'0.63'P.C. 81+08.14 P.R.C. 81+47.02 S 8° 37' 17.15" E S 16° 02' 44.97" E 81+55.77 717,732.6614 9,113.9525 120° 32' 56.04" RT 8.76'10.52'5.00'5.08'P.R.C. 81+47.02 P.R.C. 81+57.54 S 16° 02' 44.97" E N 75° 29' 48.93" W 81+66.56 717,737.1150 9,096.7356 79° 23' 49.82" LT 9.03'17.91'59.00'0.69'P.R.C. 81+57.54 P.R.C. 81+75.45 N 75° 29' 48.93" W S 87° 06' 21.25" W 81+80.87 717,736.3857 9,082.3104 122° 02' 33.35" RT 5.41'6.39'3.00'3.19'P.R.C. 81+75.45 P.R.C. 81+81.84 S 87° 06' 21.25" W N 29° 08' 54.60" E 82+09.21 717,765.0176 9,098.2784 37° 46' 11.75" LT 27.37'52.74'80.00'4.55'P.R.C. 81+81.84 P.T. 82+34.58 N 29° 08' 54.60" E N 8° 37' 17.15" W BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 23 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.ALN.EXE.01.dgn8/7/2017 11:47:22 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Line "PR-S4A" Line "PR-RL2" Executive Drive Range Line Rd.P.G. Loc. Line "PR-RL2" P.G. Loc. Line "PR-RL2" P.G. Loc. Line "PR-S4A"P.G. Loc. Line "PR-S4A" - For Curb Alignments, See Roundabout Alignment Plan. - All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted. - Drainage Structures Shown for Reference Only. - All Elevations Shown at Edge of Pavement, Unless Otherwise Noted. NOTES:2.0%2.0% 2.0%2.0%2.0%2.0%2.0%2.0% 2 .0% 2.0% 2.0% 2.0% 2.0 %2. 0 %2.0 %844.70844.85844.80P.G. EL. = 844.78 53+52.29 "PR-S4A" P.G. EL. = 845.20 53+21.38 "PR-S4A" 845.50 8 4 5. 8 8 8 4 6. 0 2 845.58 845.93 846.06 P.G. EL. = 846.07 206+41.09 "PR-RL2" P.G. EL. = 846.04 206+44.46 "PR-RL2" P.G. EL. = 846.31 206+09.36 "PR-RL2"846.07846.11846.1510'-10" 10'-10" 2.0%2.0%11'-5"12'-11"845.15 51+52.04 "PR-S4A" 845.30 51+67.75 "PR-S4A" 846.03 846.49846.45846.41845.35 845.93 P.G. EL. = 844.62 53+80.77 "PR-S4A"2.0%845.23 21+16.69 "SWCL-EXE" 845.40 21+30.64 "SWCL-EXE" 845.49 21+44.79 "SWCL-EXE" 845.40 31+06.92 "SECL-EXE" 845.10 31+38.88 "SECL-EXE" 845.30 31+22.97 "SECL-EXE" 845.97 2.0%846.52 2.0% 846.42 2.0%2.0%846.98846.902.0%846.462.0% 2 .0% 2.0%LOW PT.844.31P.G. EL. = 844.64 53+90.00 "PR-S4A"2.0%844.34845 .38 845 .96 846 .45 846.40 845.91 845.33 845.87 846.04 846.13 846.22 1.4%P.G. EL. = 846.19 206+31.31 "PR-RL2" Low Pt. 845.78 845.63 P.G. EL. = 846.30 206+10.61 "PR-RL2"Low Pt. 845.82 P.G. EL. = 846.18 206+31.53 "PR-RL2" 845.67 1.3%844.54 P.G. EL. = 845.11 53+30.45 "PR-S4A"844.92844.791.3% Low Pt. 844.80 P.G. EL. = 844.66 51+36.10 "PR-S4A" 845.00 51+42.10 "PR-S4A" 845.25 53+36.32 "PR-S4A"845.10 53+46.29 "PR-S4A" 846.44 206+25.49 "PR-RL2" 846.43 206+25.95 "PR-RL2" 846.55 206+16.44 "PR-RL2" 846.56 206+15.53 "PR-RL2" 845.22 51+58.00 "PR-S4A" 1.5%845.01844.39 845.01 845.40 845.98 846.47 2.0%2.0%1.5%1.5%SPOT ELEVATION DETAILS TJM TJM NRM NRM 1" = 10' N/A BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 24 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SPE.01.dgn8/7/2017 11:47:23 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 2 .0% 2.0%12'-11"2.0%11'-5"2.0% Executive DriveRange Line Rd.Line "PR-S4A" Line "PR-RL2" P.G. Loc. Line "PR-S4A" P.G. Loc. Line "PR-S4A" P.G. Loc. Line "PR-RL2" - For Curb Alignments, See Roundabout Alignment Plan. - All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted. - Drainage Structures Shown for Reference Only. - All Elevations Shown at Edge of Pavement, Unless Otherwise Noted. NOTES: P.G. Loc. Line "PR-RL2" 2. 0 %2.0%2.0% 2.0% 2.0%2.0%2.0%2.0 %845.20 51+53.56 "PR-S4A" 845.35 51+66.88 "PR-S4A"2.0%2.0%2.0%846.00846.34846.05846.39846.34846.00844.75844.908 4 5.0 8 844.95845.40845.50845.36845.45 845.55 845.43 9'-0" 9'-0" P.G. EL. = 844.78 53+52.29 "PR-S4A" P.G. EL. = 845.94 207+70.64 "PR-RL2" P.G. EL. = 845.64 208+03.51 "PR-RL2" P.G. EL. = 845.65 208+02.02 "PR-RL2" P.G. EL. = 845.93 207+71.54 "PR-RL2" 2.0 % 846.07 2.0% 846.06 2.0%P.G. EL. = 844.62 53+80.77 "PR-S4A" 845.60 11+60.60 "NWCL-EXE" 845.50 11+42.60 "NWCL-EXE" 845.38 11+22.39 "NWCL-EXE" 845.50 41+34.95 "NECL-EXE" 845.38 41+19.81 "NECL-EXE"844.992.0% 846.42 846.47 2.0% 845.93 845.98 845.40 845.35 845 .38 845.33845.91 845 .96 846 .45 2 .0% 846.40 2.0%LOW PT.844.32P.G. EL. = 844.64 53+90.00 "PR-S4A"2.0%844.342.0%2.0%2.0%846.83846.83846.56 2.0% 846.55 845.60 41_53.43"NECL-EXE" 1.5% P.G. EL. = 844.70 51+37.33 "PR-S4A" 845.05 51+43.43 "PR-S4A" 845.28 51+59.62 "PR-S4A" 844.50 845.08 844.53 844.86845.25 53+36.25 "PR-S4A" 845.10 53+46.29 "PR-S4A" 845.90 207+97.31 "PR-RL2" 845.04 846.05 207+87.30 "PR-RL2"1.5%P.G. EL. = 845.84 207+81.45 "PR-RL2" Low Pt. 845.28 845.19 845.90 207+96.15 "PR-RL2" 846.05 207+86.51 "PR-RL2" Low Pt. 845.34 P.G. EL. = 845.85 207+80.83 "PR-RL2"1.5%Low Pt. 844.95 1.5%1.3%1.5%845.25 53+20.61 "PR-S4A" 845.32 53+30.05 "PR-S4A" 1" = 10' N/A SPOT ELEVATION DETAILS TJM TJM NRM NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 25 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SPE.02.dgn8/7/2017 11:47:24 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Range Line Rd. Line "PR-RL2"Shoshone Dr.15 Mod. Depressed15 A 27 Transition Req'd. 6'-0" Curb Height 18 R A 25.0'R 20.0'R5.0'R 10'-0"F 5'-0"F C1 F1 F1 8'-0"29'-0"28'-0"28'-11" 50'-0"10'-6"212+00 846.45 M.E. 845.79 845.61 844.94 845.16 845.56 846.32 M.E. 845.70 845.88 M.E. 844.70844.40844.75 20'-10" 844.63 A A A 1'-0"1'-6"1'-0"10'-6" 1.5% F 3:115Mod. Depressed Sawcut Subgrade Treatment, Type IC Exist. R Exist. Ground 2'-6" TYPICAL SECTION A-A Scale: 1/4" = 1'-0" Gutter Line6"6"Slope Thru Sidewalk Maintain Gutter Line 1'-6"7 1/2"6 5/8"7/8"Scale: 1/2" = 1'-0" CURB AND GUTTER DETAIL MODIFIED DEPRESSED Gutter Line Slope 15 Depressed 9'-2"16'-8"1.5%4'-5"6"10'-7" CYCLE TRACK TRANSITION AREA DETAILS Depressed 845.31 For Additional Details, See Construction Details. T.O.C. = Top of Curb M.E. = Match Exist. NOTES: 846.30 T.O.C. M.E. Transition Req'd. 6'-0" Curb Height 844.87 1 1 845.13 1 1 844.32 844.20 1 1 Revised 8/07/2017 - Detail Revised 1 16 2 2 Revised 8/11/2017 - Median Roll Curb type changed LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 N/A SPOT ELEVATION DETAILS RJC NRMNRM JAB 1"=10', UNLESS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 26 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DS.03.dgn8/11/2017 5:31:51 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Range Line Rd. Range Line Rd. Executive Dr.Executive Dr. X3 X1 X4 X5 X6 X7 X8 X9 X12 X10 10'-0"5'-7"10'-2"8'-6" 7'-9"6'-1"9'-1"8'-11"2' -0"6'-0"10'-0"6'-0" 6'- 0" 1 0'- 0" 6'-0"8'-0"F1 F1 F F1 F F F F1 F1 F1 F110'-0"2'-0"2'-0"2'-0"6'-0"10'-0"6'-0"6'-0" 10'-0"6'-0" 6'-0"10'-0"6'-0" 6'-0"10'-0"6'-0" 6'-0"10'-0"6'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2' -0"5'-10" 6'-0"8'-0"8'-0"6'-5"10'-0" 6'-0" 6'-0"2' -0"8'-6"8'-3"6'-5"5'- 8 "8' -0"10'-0"10'-8"6'-10"11'-0" 8'-0"8'-0" 9'-4"6'-7" 6'-4" 14'-2" 10'-0" 10'-6" 9'-4" 6'-10"10'-5"1 0'- 0"11'-0"8'-0" F1 6'-0"12'-9"9'-7"F1 8'-0"6'-0"6'-2" 6'-7" 9'-1" 6'-0" 8'-0"6'-0"6'-0" 3'-0" 8'-7"6'-0"6'-0"3'-0"3'-0" 3 '-0 " 3'- 0 " 14'-10" 6'-2" 6'-0" 6'-1" 12'-0" El. 846.59 El. 846.44 El. 846.13 El. 846.06 El. 845.93 El. 846.45 8.48' LT. 206+26.28 "PR-RL2" El. 846.46 8.33' RT. 206+25.89 "PR-RL2" 33.15' LT. 206+18.34 "PR-RL2" 34.75' RT. 206+13.47 "PR-RL2" 30.93' LT. 208+08.99 "PR-RL2" 5.37' LT. 207+96.91 "PR-RL2" 6.00' RT. 207+95.89 "PR-RL2" 29.75' RT. 208+01.80 "PR-RL2" 20.26' LT. 51+55.23 "PR-S4A" 4.19' LT. 51+53.44 "PR-S4A" 6.40' RT. 51+52.16 "PR-S4A" 26.27' RT. 53+46.29 "PR-S4A" 4.60' RT. 53+46.29 "PR-S4A" 4.99' LT. 53+46.29 "PR-S4A" 23.07' LT. 53+46.29 "PR-S4A" El. 846.32 El. 846.20 El. 845.98El. 846.14 El. 846.57 El. 846.58 El. 846.64 El. 846.51 X2 El. 845.88 El. 846.27 El. 844.02 El. 846.42 Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) Detectable Warning Surface (Typ.) 15 15 13 13 13 13 13 13 15 15 El. 845.36 El. 845.92 El. 845.92 El. 845.43 El. 845.83 El. 845.95 El. 845.50 El. 845.66 El. 845.54 El. 845.72 El. 845.60 Return Curb Req'd (Typ.) El. 846.07 El. 846.15 El. 846.07 El. 846.00 Return Curb Req'd (Typ.) Detectable Warning Surface (Typ.) El. 845.55 El. 845.88 El. 845.84 15 15 13 13 13 13 13 15 15 13 El. 844.90 El. 845.22 El. 845.17 El. 844.85 El. 844.75 El. 845.07 El. 845.02 El. 845.17 El. 844.93 El. 845.08 El. 845.86 El. 845.74 Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) El. 845.06 El. 845.65 El. 845.77 El. 844.87 El. 845.03 Detectable Warning Surface (Typ.) 15 15 13 13 13 13 13 13 15 15 Return Curb Req'd (Typ.) El. 844.86 El. 845.12 El. 844.99 El. 845.12 El. 845.97 El. 846.09 El. 845.24 El. 844.95 El. 845.12 El. 845.03 El. 845.27 El. 845.27 El. 845.12 El. 844.79 X11 13 El. 845.01 El. 845.35 El. 845.13 El. 845.47 El. 845.03 El. 844.92 El. 844.88 El. 845.13 El. 845.04 Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) Detectable Warning Surface (Typ.) 9.0'R 8'-5" 4'-2" X15 X16 F1 F1 El. 844.00 32.50' LT. 209+25.40 "PR-RL2" El. 843.50 31.29' LT. 209+69.53 "PR-RL2"8'-0"6'-0"8'-0"6'-0"2'-0"2'-0" 6'-0" F 15 F 6'-0"58.0'R6'-0" 4'-5"6'-6"9'-1"El. 843.97 El. 844.02 El. 844.50 El. 844.12 El. 843.53 El. 844.07 El. 844.55 1008.0'R6'-0" 4'-4" 6'- 7 " 9'-1" El. 843.92 El. 843.85 El. 843.66 El. 843.38 El. 843.42 El. 843.90 Detectable Warning Surface (Typ.) El. 844.04 El. 843.56 15 28 28 28 28 28 28 28 28 30.0'R 30.0'R78.50'R250.00'R80.00'R248.50'R78.50'R80.00'R300.00'R298.50'R80.00'R58.50'R300.00'REl. 844.70298.50'R250.00'R80.00'R78.50'R248.39'R2.3%1.5%1.3% 5.4%0.7%0.6%1.4%6.5%1.5%1.1% 3.0% El. 845.40 El. 845.54 5.0%1.0%1.0%0.4%6.8%1.5%1.5%3.9% 7.8%0.7%1.5% 2.8%14'-0"6'-1"El. 845.04 1.5%7.1 %1.5% 4.2%1.5%5.7% ROUNDABOUT AT RANGE LINE RD. & EXECUTIVE DR. CURB RAMP DETAILS X4, X5 & X6 ROUNDABOUT AT RANGE LINE RD. & EXECUTIVE DR. CURB RAMP DETAILS X1, X2 & X3 ROUNDABOUT AT EXECUTIVE DR. & RANGE LINE RD. CURB RAMP DETAILS X7, X8 & X9 ROUNDABOUT AT EXECUTIVE DR. & RANGE LINE RD. CURB RAMP DETAILS X10, X11 & X12 209+49 "PR-RL2" LT. AT RANGE LINE RD. STREET APPROACH CURB RAMP DETAILS X15 & X16 El. 842.48 M.E. El. 842.42 M.E. 8.0%4.6%El. 844.03 TOC El. 843.33 El. 844.83 TOC 6.0 %8.0% Range Line Rd. Executive Dr. Executive Dr.X13 6'-0"F 6'-0"18'-1" Return Curb Req'd. AT EXECUTIVE DR. CURB RAMP DETAILS X13 (LT.) AT EXECUTIVE DR. CURB RAMP DETAILS X14 (RT.) 3.8%3.6% X14 28.5'R25.5' R El. 846.27 El. 847.17 El. 847.11 28.00' LT. 55+13.56 "PR-S4A" 28.00' RT. 55+09.73 "PR-S4A" El. 847.28 15 A A 6.0'F Return Curb Req'd. Detectable Warning Surface Detectable Warning Surface 2'- 0 " El. 846.88 15 El. 847.00 17'-0" El. 847.102'-0"1.5%El. 846.78 TOC 1.5%1.5%1.5%El. 845.00 TOC El. 844.89 TOC 3.2%7.4%El. 846.28 5'-4"10'-0"El. 845.30 El. 845.15 0.5%0.5%El. 842.56 M.E. 1 5'-0" 22.67' RT. 51+50.03 "PR-S4A" El. 846.94 T.O.C El. 847.04 6'-0" For Additional Details, See Hardscape Details for Curb Ramp, Pavers For Additional Details, See INDOT Std. Dwg. E 604-SWCR-14. For Additional Details, See Raised Pedestrian Crossing Details. For Additional Details, See Construction Details. For Additional Details, See Spot Elevations. TOC = Top of Curb M.E. = Match Exist. NOTES: 11Revised 8/07/2017 - Curb Ramps revised to include Curb Ramp, Pavers Curb Ramp, Pavers Curb Ramp, Concrete 1 1 Curb Ramp, Concrete 1 Curb Ramp, Pavers 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 1 Curb Ramp, Pavers 1 1 Curb Ramp, Concrete Curb Ramp, Pavers 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 Curb Ramp, Pavers 1 LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 1"=10'-0" N/A CURB RAMP DETAILS RJC NRMNRM TJM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 27 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DS.01.dgn8/7/2017 11:47:26 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Range Line Rd.Gradle Dr.CURB RAMP DETAILS X21 AT RANGE LINE RD. X21 X17 Range Line Rd.Winona Dr.CURB RAMP DETAILS X24, X25 & X26 AT RANGE LINE RD. CURB RAMP DETAILS X22 & X23 AT WINONA DR. X22 X23 X26 X25 X24 Range Line Rd. Range Line Rd. 6'-0"10'-0"6'-0" 6'-0"10'-0"6'-0" El. 844.60 34.00' LT. 218+74.58 "PR-RL2" 14'-0"16'-4"8'-0"F1 2'-0" El. 845.05 El. 846.01 El. 844.93 F1 8'-0"8'-0"F1 15 C1 A El. 845.08 M.E. 28 28 A 15 A 7.7%8.0% 6.7%20.0'R20.0' R 30.0'R12.5'R28.5'R28.5'R15 El. 847.63 35.26' LT. 216+81.81 "PR-RL2" El. 847.27 34.00' LT. 217+32.45 "PR-RL2" El. 847.66 40.00' LT. 216+76.85 "PR-RL2" 4'-3" 6'-1"6'-0"El. 847.19 M.E. El. 847.796'-7"7'-11"10'-2" El. 847.81 El. 846.80 M.E.El. 846.65 M.E. El. 847.93 El. 848.41 El. 848.29 Return Curb Req'd (Typ.) Detectable Warning Surface 16'-4"6'-0" El. 847.45 El. 847.852'-0"2'-0"El. 847.33 10'-0" 10'-0" El. 836.08 M.E. El. 836.39 M.E.6'-6"17'-0"19'-2"El. 837.35El. 837.17 El. 837.27 El. 837.45 33.87' LT. 228+15.00 "PR-RL2" 16.50' LT. 228+15.00 "PR-RL2" 5.50' RT. 228+15.00 "PR-RL2"21'-0"33.28' RT. 228+15.00 "PR-RL2" El. 837.87 El. 838.19 El. 837.50 A 18 El. 837.71 2.1%1.5%0.8%Return Curb Req'd (Typ.) El. 838.16 Return Curb Req'd (Typ.) 13 El. 837.31 15 El. 837.78 M.E. El. 838.05 M.E. 8'-0"10'-0"F F F 6'-6"El. 837.55 El. 837.34 El. 835.80 M.E. El. 835.63 M.E. El. 835.90 M.E. El. 836.04 M.E. El. 837.60 M.E. El. 837.03 M.E. El. 837.45 M.E.9'-9"18 A Detectable Warning Surface (Typ.)2'-0"2'-0"2'-0"2'-0"A 15 36.71' RT. 227+34.33 "PR-RL2" El. 836.34 40.00' RT. 227+86.85 "PR-RL2" F 8'-6" 8'-0"6'-0"9'-3"1 3'-5 "El. 836.40 El. 836.30 El. 836.19 El. 837.02 El. 836.60 1.5%8.0% El. 836.25 2'-0"2'-0"X18 6'-0" A 18 El. 835.88 M.E.El. 835.65 M.E. El. 837.4622.0'R28'-1"5'-0"5'-0"13 13 10'-0"14'-0" 27'-4" 5'-0" El. 837.63 1.5% 0.5% 2.0%2'-0"2'-0"Return Curb Req'd (Typ.)6'-0"6'-0"10'-0"6'-0"8'-3"4.7%4.7% 8.3%8.3% 6'-0"10'-0"6'-0" 6'-0"10'-0"6'-0" A 18 X19 X20 X20A 18 A 28 281.5%5.0%6'-0"10'-0"6'-0" El. 847.15 El. 846.87 M.E. El. 847.04 El. 847.56 El. 847.26 El. 847.04 El. 846.82 El. 846.92 El. 847.47 CURB RAMP DETAILS X19, X20, X20A AT RANGE LINE ROAD CURB RAMP DETAILS X17 & X18 AT GRADLE DR.1.5%El. 846.77 F 28'-7" El. 847.65 M.E. El. 847.81 M.E.8'-2"15 13 El. 836.38 El. 837.28 8'-0" 13 Range Line Rd. 15 A Depressed 3.0'R 3.0'R 13 8'-0"24.00' LT. 220+22.00 "PR-RL2" 24.00' LT. 221+48.00 "PR-RL2" 34.00' LT. 221+45.00 "PR-RL2" 34.00' LT. 220+25.00 "PR-RL2" 120'-0" C El. 839.78 M.E. El. 841.60 M.E.El. 839.39 M.E.2'-0"1'-0"El. 839.68 El. 841.05 El. 840.44 El. 840.01 3 @ 30'-0" Spa. = 90'-0" PARALLEL PARKING DETAIL AT RANGE LINE RD. - 220+25 TO 221+45 "PR-RL2" El. 845.89 TOC T.O.C. 846.77 M.E. T.O.C. El. 847.32 El. 846.62 El. 847.06 El. 847.36 El. 846.89 846.42 M.E. 846.79 M.E. 847.31 M.E.846.88 M.E. T.O.C. El. 847.29 846.71 M.E.847.16 M.E. 846.42 M.E. 846.85 M.E. El. 847.44 34.43' RT. 217+78.56 "PR-RL2" T.O.C. El. 846.92 T.O.C. El. 847.73 El. 847.14 T.O.C. M.E.8.0%El. 836.50 El. 836.52 8.3%10'-0"El. 837.02 M.E. El. 837.24 M.E. El. 837.46 M.E. El. 837.03 M.E. El. 837.86 M.E. El. 837.89 M.E. El. 837.32 M.E. 12'-5" El. 836.57 8 .3% El. 839.35 M.E. T.O.C. Detectable Warning Surface (Typ.) Detectable Warning Surface (Typ.) Return Curb Req'd (Typ.) Return Curb Req'd (Typ.) El. 847.16 El. 837.12 T.O.C 0.5%0.5%Return Curb Req'd (Typ.) 18 Return Curb Req'd (Typ.) El. 836.70 Return Curb Req'd (Typ.) F For Additional Details, See Hardscape Details for Curb Ramp, Pavers For Additional Details, See INDOT Std. Dwg. E 604-SWCR-14. For Additional Details, See Raised Pedestrian Crossing Details. For Additional Details, See Construction Details. For Additional Details, See Spot Elevations. TOC = Top of Curb M.E. = Match Exist. NOTES: 1 1 Revised 8/07/2017 - Curb Ramps revised to include Curb Ramp, Pavers Curb Ramp, Pavers 1 1 Curb Ramp, Concrete Curb Ramp, Pavers1 Curb Ramp, Pavers 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete 1 Curb Ramp, Pavers 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete 1 Curb Ramp, Concrete1 El. 841.92 T.O.C.El. 839.80 T.O.C.8'-0"F1 1 1 1 1 16 16 2 2 2 Revised 8/11/2017 - Median Roll Curb type changed 16 2 16 2 16 2 16 2 LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 2 1"=10'-0" N/A CURB RAMP DETAILS RJC NRMNRM JAB BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 28 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DS.02.dgn8/11/2017 5:31:53 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Range Line Rd. X27 F1 15 5.0% For Additional Details, See Hardscape Details for Curb Ramp, Pavers For Additional Details, See INDOT Std. Dwg. E 604-SWCR-14. For Additional Details, See Raised Pedestrian Crossing Details. For Additional Details, See Construction Details. For Additional Details, See Spot Elevations. TOC = Top of Curb M.E. = Match Exist. NOTES: Curb Ramp, Pavers Veterans Way55.0' R 2.0' 2 .0 ' Revised 8/07/2017 - Sheet Added8'-0"6'-0" 8'-0" El. 842.10 M.E. 54.59' LT. 219+83.49 "PR-RL2" Curb Ramp, Concrete 4'-4" 7'-1" 7'-10" 1.5% 841.98 M.E. El. 842.08 34.50' LT. 219+91.57 "PR-RL2" 842.60 842.48 842.18 842.29 M.E. 842.24 M.E. 842.04 842.07 El. 842.30 42.50' LT. 219+98.49 "PR-RL2" CURB RAMP DETAIL X27 AT VETERANS WAY 841.42 M.E. 15 Surface Detectable Warning Range Line Rd. 15 A F1 8'-0"Return Curb Req'd. Return Curb Req'd. 6'-0" 838.50 14'-6"5'-8" 2.0'5'-0" El. 838.70 M.E. 54.74' LT. 223+55.27 "PR-RL2" 838.62 838.13 838.31 838.25 838.19 Detectable Warning Surface Curb Ramp, Pavers Curb Ramp, Concrete El. 838.06 M.E. 47.17' LT. 223+67.42 "PR-RL2" 838.10 M.E. 838.10 M.E. 838.60 M.E. 5.2%1.5% X28 1 El. 838.77 M.E. 42.50' LT. 222+82.55 "PR-RL2" El. 838.74 M.E. 42.50' LT. 222+63.40 "PR-RL2" El. 838.62 M.E. 23.00' LT. 222+36.36 "PR-RL2" El. 838.43 M.E. 23.00' LT. 222+74.49 "PR-RL2" El. 838.60 34.50' LT. 222+57.79 "PR-RL2" El. 838.63 34.50' LT. 222+76.94 "PR-RL2" 9'-7"9'-7" 9'-7"9'-7" El. 838.61 El. 838.75 M.E. 42.50' LT. 222+72.97 "PR-RL2" 6" to 0" in 2'-0" Curb Height Transition T.O.C. El. 839.07 6" to 0" in 2'-0" Curb Height Transition T.O.C. El. 838.88 6'-11" El. 838.13 34.50' LT. 223+51.22 "PR-RL2"A 3'-9"Monon Green Blvd.CURB RAMP DETAIL X28 AT MOMOM GREEN BLVD.DRIVE DETAIL AT CITIZEN S STATE BANK EXIT LANE LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 1"=10'-0" N/A CURB RAMP DETAILS RJC NRMNRM JAB 28-1 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DS.02-1.dgn8/7/2017 11:45:51 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Executive Dr.Range Line Rd.55+00205+00 Line "PR-RL2"Line "PR-S4A" P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = KROGER PARKING LOT 99 Lft. Conc. Curb & Gutter, Remove 99 Lft. Conc. Curb & Gutter, Remove 15 15 A A 26 26 A A A A 26 2.0% * 2'-0"1'-0" 1'-0" A 15 Sawcut Exist. Pvm't Do Not Disturb Light Pole Do Not Disturb Light Pole Exist. Pvm't 1'-0" Sawcut A 2'-0"1'-0" 15 * 2.0% Type IC Treatment Subgrade NOTE:* Slope (2.0% Min.) Gutter Towards Exist. Pavement RAISED ISLAND DETAIL SECTION A-A Scale: 1/4" = 1'-0" 61 Sys. HMA, Remove 61 Sys. HMA, Remove T WV WV WM WV WV WV WV H HLEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 KROGER PARKING LOT DETAILS N/A RJC NRMNRM TJM 1"=20', UNLESS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 29 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.DS.04.dgn8/7/2017 11:47:28 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 205210215220203+88.56 "PR-RL2" BEGIN PROJECT Range Line Rd. Line "PR-RL2"Executive Dr. P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = Range Line Rd. Line "PR-RL2"Shoshone Dr.Shoshone Dr.Gradle Dr.Veterans WayNappanee Dr.App. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.App. Exist. R/W App. Exist. R/W App. P.L.App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. P.L.App. P.L.12" rcp 30" rcp 12" rcp 30" rcp 12" rcp 15" rcp 24" rcp 12" rcp 24" rcp 12" rcp 12" rcp 12" rcp 12" rcp 24" rcp 12" rcp 18" rcp 15" rcp 12" rcp 15" rcp 15" rcp 12" rcp 24" rcp 30" rcp 12" rcp 12" rcp 15" rcp 15" rcp 8" vcp 8" vcp 8" vcp 12" rcp 12" rcp 12" rcp 12" rcp 12" rcp 12" rcp 15" rcp 15" rcp 8" vcp 8" vcp 12" rcp 8" pvc 12" rcp 12" rcp 6" pvc 30" rcp 15" rcp 12" pvc 30" rcp 8" vcp 8" vcp 12" rcp 30" rcp 12" rcp 30" rcp 6" vcp 12" rcp 12" rcp 12" rcp 12" rcp 12" cpp 30" rcp 6" pvc 6" pvc 30" rcp 6" pvc 30" rcp 12" rcp 12" rcp 15" rcp 12" rcp 12" rcp R/W R/W R/W R/W R/W R/W R/W R/W R/W +69+15+38+19+34+60+77+00+69+22+63+48+87+22+29+80Constr. Limits Veterans WayConstr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits+28+50Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W Temp. R/W +79Temp. R/W LEGEND Temporary Inlet Protection Temporary Silt Fence Notes: - All areas left undisturbed for more than 7 days shall be Temporary Seeded and Temporary Mulched, unless shown otherwise or as directed by the Engineer. - Inlet Filters shall be installed on all curb inlets (See Specifications) 835 836836837837838838839840840840840840840841841842842842842842843843843 843843 843843 844844844844844844 845845845845845 845845845845846846846 846846846847847847847847848848848849849850851852T HC WVLDLDTTT WMLD H CC-TR WVCT WV WV WMPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZ HG WV WV838 839839839 839 839 840840840 840840840841841841841842842843 8438438438448448 4 5845845845 845845846846846846847847847 8478478478478478488488 4 8 848848848 848848848 848848849 849849849849849849849849849849849849849 849849849850851 WV WV WM WV WMCCT H CC-TR H H WV WV WVT WM WV WM H HNRM TJM RJC NRM N/A 1"=30' EROSION CONTROL DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 30 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.EC.01.dgn8/7/2017 11:47:52 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 225230Range Line Rd. Line "PR-RL2"Monon Green Blvd.Winona Dr.App. P.L.App. Exist. R/WApp. Exist. R/WApp. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/W App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. P.L. App. P.L. App. Exist. R/W App. P.L.App. Exist. R/WApp. Exist. R/W App. P.L.App. Exist. R/W App. Exist. R/W 33" cmp to 33" rcp 42" rcp 42" rcp 12" cpp 42" rcp 10" pvc 8" pvc 10" vcp 8" vcp 12" rcp 12" rcp 30" rcp 8" pvc 12" rcp 12" rcp 12" cpp 27" rcp 8" pvc 12" rcp 27" rcp 12" cpp to 12" rcp 12" rcp 12" rcp 8" cpp 36" rcp 10" pvc 10" pvc 8" vcp 8" vcp 12" rcp 12" rc p 12" rcp 12" rcp 12" rcp 12" rcp 6" pvc 30" rcp 30" rcp 6" pvc 8" vcp 8" vcp 15" rcp 8" pvc 42" rcp 12" pvc 12" rcp 12" rcp 42" cmp 42" cmp 42" cmp 42" cmp 42" cmp 12" rcp 42" cmp 12" rcp 12" rcp 8" vcp 12" rcp 12" rcp 12" rcp 33" rcp 42" rcp 42" rcp 33" rcp 12" rcp 12" rcp 12" rcp 12" r cp 12" rcp Line "PR-RL2" Range Line Rd. 231+28.57 "PR-RL2" END PROJECT P.O.T. 71+36.66 "RL" P.O.T. 233+87.22 "PR-RL2" =230App. Exist. R/WApp. P.L. App. Exist. R/W App. Exist. R/W App. P.L.App. Exist. R/W App. Exist. R/WCity Center Dr.126th St.App. Exist. R/W42" rcp 12" rcp 12" rcp 12" rcp 12" rcp 36" rcp 10" pvc 8" cpp 10" pvc 12" rcp 12" rcp 8" vcp 8" vcp 8" pvc 12" cmp to 12" rcp 12" rcp 10" pvc to 12" cmp 12" rcp 12" rcp 12" rcp 6" pvc 4" pvc 10" pvc 8" vcp 16-ENG-50 Road Plans Match Line - See Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits Constr. Limits +15+37+88+94+35Temp. R/W Temp. R/W LEGEND Temporary Inlet Protection Temporary Silt Fence Notes: - All areas left undisturbed for more than 7 days shall be Temporary Seeded and Temporary Mulched, unless shown otherwise or as directed by the Engineer. - Inlet Filters shall be installed on all curb inlets (See Specifications) NRM TJM RJC NRM N/A 1"=30' EROSION CONTROL DETAILS LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 31 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.EC.02.dgn8/7/2017 11:47:54 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 834834834835835835 835836836836837837837837837837838838838 838838 838838838838838838 838838838 838 838838838839839839 839839839839839839839839839839840840840840842843 WV WV WV WV WV WV WV WV WV WM WM WV WM WM WV WV WV WV WV WV WV WM H H H H WM H CC-TGBB HHB WM834835835835 8368378388398398408408418428428438438 4 3 843844 844844845845 846846846846847 847848848849849 849850 85085 0 850 WV WV WV WM H H WVG WV 5055 P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" =Range Line Rd.55+29.38 "PR-S4A" END CONSTRUCTION Executive Dr.Line "PR-S4A" 50+60.00 "PR-S4A" BEGIN CONSTRUCTION Line "PR-RL2"App. P.L.App. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. P.L.App. Exist. R/WApp. Exist. R/W30" rcp 12" rcp 12" rcp 30" rcp 24" rcp 15" r cp 15" rcp 15" rcp 4" cpp 24" rcp 24" rcp 24" cpp 4" cpp 4" cpp 12" r cp 12" rcp 8" pvc 6" pvc 12" rcp 12" rcp 8" pvc 24" rcp 24" rcp 18" rcp 12" rcp 12" rcp 12" rcp 24" rcp 12" rcp 15" rcp 24" rcp 24" rcp 24" cpp 12" rcp 15" rcp R/W R/W R/W R/W R/W R/W+55+55+60+63 "PR-RL2" +48 "PR-RL2" +28 "PR-RL2" Constr. Limits Constr. Limits Constr. Limits Constr. Limits Temp. R/W Temp. R/WTemp. R/W Temp. R/W Temp. R/W Temp. R/WR/WLEGEND Temporary Inlet Protection Temporary Silt Fence Notes: - All areas left undisturbed for more than 7 days shall be Temporary Seeded and Temporary Mulched, unless shown otherwise or as directed by the Engineer. - Inlet Filters shall be installed on all curb inlets (See Specifications) T WV WV WM LD LD WV WV T T WM GM LD H CC-TR PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ PZZZ 8368378378388388398408408408 40 840841841 842843843843844 8448458 4 5 8458458 4 5 846846846 846 847847 847847847848848848 848848849849849 850851 N/A 1"=30' NRM TJM RJC NRM EROSION CONTROL DETAILS LINE "PR-S4A" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 32 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.EC.03.dgn8/7/2017 11:47:55 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 NRMNRM EROSION CONTROL TABLE NONE N/A TJM TJM EROSION CONTROL TABLE FROM STATION TO STATION LOCATIONFENCETEMP. SILTPROTECTIONTEMP. INLETMIXTURETEMP. SEEDTEMP. MULCHNO. 2 STONEGEOTEXTILESTEMP.INLET FILTERREMARKS LEFTMEDIANRIGHTLFT EACH LBS TON TON SYS EACH "Line PR-RL2" 203+50 206+27 X 289 203+91 X 1 1 203+92 X 1 1 205+95 X 1 1 206+02 X 1 1 206+45 X 1 1 207+63 208+48 X 70 207+65 X 1 1 207+75 X 1 I 207+85 X 1 1 207+89 X 1 1 208+79 209+29 X 77 209+50 X 1 1 209+69 210+15 X 52 209+85 X 1 1 209+85 X 1 1 209+90 X 1 1 209+90 X 1 1 209+90 X 1 1 210+38 211+19 X 82 210+40 X 1 1 210+55 X 1 1 211+34 211+60 X 27 211+77 213+69 X 193 213+15 X 1 1 213+15 X 1 1 216+22 216+80 X 58 216+32 X 1 1 216+32 X 1 1 216+63 X 1 1 217+75 X 1 1 217+75 X 1 1 221+55 X 1 1 221+55 X 1 1 223+47 X 1 1 223+51 X 1 1 225+26 X 1 1 225+34 X 1 1 225+52 X 1 1 226+36 X 1 1 226+36 X 1 1 227+13 X 1 1 227+15 227+37 X 27 227+78 X 1 1 227+88 228+35 X 70 228+24 X 1 1 228+24 X 1 1 229+55 X 1 1 229+57 X 1 1 EROSION CONTROL TABLE FROM STATION TO STATION LOCATIONFENCETEMP. SILTPROTECTIONTEMP. INLETMIXTURETEMP. SEEDTEMP. MULCHNO. 2 STONEGEOTEXTILESTEMP.INLET FILTERREMARKS LEFTMEDIANRIGHTLFT EACH LBS TON TON SYS EACH "Line PR-S4A" 50+55 51+35 X 101 50+55 206+27 "PR-RL2"X 192 50+70 X 1 1 50+70 X 1 1 51+59 X 1 1 51+64 X 1 1 53+11 X 1 1 53+19 X 1 1 53+26 X 1 1 53+28 X 1 1 53+78 X 1 1 53+78 X 1 1 53+84 X 1 1 53+84 X 1 1 Totals 1238 51 318 7 250 588 50 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 33 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.EC.04.dgn8/7/2017 11:47:56 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 ELEVATION - F.F. WALL Scale: 1"=10'-0" Horizontal; 1"=10'-0" Vertical Line "PR- S 4 A" P.R.C. 51+27.42 "PR-S4A" P.C. 208+34.09 "PR-RL2" 8'- 0 "App. P. L.Line "PR-RL2"208+0051+00R/W R/WExec uti ve Dr.Range Line Rd.Vertical Leg Struts Cantilever Base Rear Sleeve Half Lid Front Sleeve Half 12"Ø x 24" Deep WALL SOIL PARAMETERS SLEEVE DETAIL Not to Scale3'- 0 "(Al ong � H andr ail) (Post & Sl eeve S pa.)Wal kBu ff er 57.72' LT. 207+81.79 "PR-RL2" 29.26' LT. 51+24.98 "PR-S4A" F1 Co nstr. Li mits 32.26' LT. 51+24.79 "PR-S4A" Begin Retaining Wall 60.00' LT. 207+84.18 "PR-RL2" End Retaining Wall R.F. Retaining Wall � Handrail 35.72' LT. 51+53.58 "PR-S4A" Turning Point 74.02' LT. 207+59.02 "PR-RL2" Turning Point F.F. Retaining Wall1' -0"15 2' -0"2'-0"11'-0"F 24'-6"36'-10"31'-5" 1 1 1'-6"H1'-0" (0.7 H or 6'-0" Min.) Ground Reinforcement * Per Block Wall Manufacturers Recommendations (Slope to Drain) *6" Ø Perf. Pipe Aggregate Leveling Pad * Modular Block Wall Reinforcing Straps (Typ.) B-Borrow Type 3 Backfill Structure MODULAR BLOCK WALL TYPICAL SECTION R.F.F.F. Top of Wall 6" 8'-0" Walk3'-0" Buffer 2'-0"3'-6" (Min.)1'-0"1'-0" � Handrail (Coarse Aggregate, No. 8) Aggregate for Drainage Fill 1.5%1.5% Top Path El. Top Leveling Pad El. B-Borrow Filled with Class "A" Concrete 12"Ø x 24" Deep Sleeve Proposed Ground Line 15 F1 2'-0"Top of Wall El. 845.42 Begin Retaining Wall Existing Ground Pad El. 836.67 Top Leveling8"843.4El. 846.75 Top of Wall (Along F.F.)Constr. LimitsStrom 835.5± Inv. 24"Ø Exist. 1/2" Expansion Joint Material Req'd. 4" Conc. Sidewalk Req'd. Btwn. Handrail Post PLAN Scale: 1"=10'-0"; Contours Intervals 1'-0"63.0'R66.0'RWalkTop of Wall El. 846.75 End Retaining Wall 830 840 850 845.42839.3840 830 850 (Along F.F.)287.0'R67.0'R845.42839.2845.42838.8846.08839.0846.75839.2846.75839.5846.75839.9846.75841.6838.8(At F.F.) Wall Turning Point (At F.F.) Wall Turning Point 1'-4"1'-4"Pad El. 840.00 Top Leveling 8"El. 846.08 Top of Wall 8"6'-6"9'-0"9'-0" 92'-9"16 Spa. @ 5'-10 7/8" = 94'-6"283.0'R(See Special Provisions for Details) (See Special Provisions for Details) For Handrail Details, see Landscape Details. NOTE: 837 8 3 7 838 838838 8 3 9 839840840840841841842842843843843843843843843843843844845 836 843replace with granular backfill. elevation 3 ft. below finished grade and frost heave should be removed to an Soil Below Leveling Pad which is subject to Top Path El. 13'-6"4'-6"TT WM GMLDLEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 RETAINING WALL NO. 1 DETAILS RJCTJM NRM NRM AS NOTED NONE, UNLESS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 34 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.RET-1.01.dgn8/7/2017 11:47:57 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 216+00 Line "PR-RL2" Range Line Rd.8'-0"14 Spa. @ 5'-10 1/2" = 82'-3" (Post & Sleeve Spa.)Path(Along � Handrail)2'-0"� HandrailR.F. Retaining Wall F.F. Retaining Wall R/W Constr. Limits PLAN Scale: 1"=10'-0"; Contours Intervals 1'-0" ELEVATION - F.F. WALL Scale: 1"=10'-0" Horizontal; 1"=10'-0" Vertical WALL SOIL PARAMETERS 840 850 860 82'-3"(Along F.F.) " = 1'-0"8 3Scale: 1 1 1'-6"H1'-0" (0.7 H or 6'-0" Min.) Ground Reinforcement * Per Block Wall Manufacturers Recommendations (Slope to Drain) *6" Ø Perf. Pipe Aggregate Leveling Pad * Modular Block Wall Reinforcing Straps (Typ.) B-Borrow Type 3 Backfill Structure MODULAR BLOCK WALL TYPICAL SECTION 6" 8'-0" Path6'-0" Buffer 2'-0"3'-6" (Min.)1'-0"1'-0"6'-0"Buffer(Coarse Aggregate, No. 8) Aggregate for Drainage Fill 1.5%1.5% Top Leveling Pad El. B-Borrow 848.2846.4845.5848.2849.3850 860 840 847.7848.9Pad El. 844.83 Top Leveling 19'-6"41'-9"21'-0" Pad El. 843.50 Top Leveling Pad El. 845.50 Top Leveling1'-4"2'-0"Top Path El. Existing Ground SLEEVE DETAIL Not to Scale Vertical Leg Struts Cantilever Base Rear Sleeve Half Lid Front Sleeve Half 12"Ø x 24" Deep Filled with Class "A" Concrete 12"Ø x 24" Deep Sleeve Proposed Ground Line 1'-0"15 15 A A A " = 1'-0"8 3Scale: 1'-6" 6" Top Leveling Pad El. B-Borrow No. 53 Base on Geotextiles 6" Compacted Aggregate 2'-0±Match Exist. Pavement 15 A 2'-0"1'-0" SECTION @ EXISTING PARKING LOT MODULAR BLOCK WALL TYPICAL F1 2'-0"848.91849.03849.11849.17849.18F1 2'-0"±2'-0"±2'-0"1'-0"41.00' LT. +48.13 44.00' LT. 215+65.88 "PR-RL2" Begin Retaining Wall 44.00' LT. 216+48.13 "PR-RL2" End Retaining Wall Top of Wall El. 849.50 End Retaining Wall Top of Wall El. 849.50 Begin Retaining Wall 15 � Handrail F.F.R.F. Top Path El. 4" Conc. Sidewalk Req'd. Btwn. Handrail Post 1/2" Expansion Joint Material Req'd. Top of Wall Match Exist.Match Exist. 50.1' LT. +80.6 48.0' LT. +89.0 48.0' LT. +19.6 Top of Wall (See Special Provisions for Details) (See Special Provisions for Details) For Handrail Detail, See Landscape Details. NOTE:846846 846847847 847 848 848 8 4 8 848849849849 41.00' LT. +65.88 replace with granular backfill. elevation 3 ft. below finished grade and frost heave should be removed to an Soil Below Leveling Pad which is subject to Saw CutCT LEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 TJM NRM RJC NRM RETAINING WALL NO. 2 DETAILS AS NOTED NONE, UNLESS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 35 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.RET-2.01.dgn8/7/2017 11:47:59 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Line "P R-S4 A"Executive Dr. 53+00 Range Line Rd. 206+00Line "PR-RL2"ELEVATION - F.F. WALL Scale: 1"=10'-0" Horizontal; 1"=10'-0" Vertical PLAN Scale: 1"=10'-0"; Contours Intervals 1'-0" WALL SOIL PARAMETERS 56.16' RT. 206+20.61 "PR-RL2" Begin Retaining Wall 66.16' RT. 206+43.09 "PR-RL2" Turning Point R.F. Retaining Wall F.F. Retaining Wall F1F 58.34' RT. 206+16.50 "PR-RL2" 55.38' RT. 206+07.23 "PR-RL2"Constr. Limits R/W R/WA13 9. 5'R5.0'R2'-0"45.21' RT. 53+35.21 "PR-S4A" 44.06' RT. 53+38.03 "PR-S4A" Match Exist. Match Exist.846.4Constr. Limits 156'-0"8'-0"6'- 0 "8'- 0 "3'-0"F1 846.75Existing Ground Line El. Prop. Ground Pad El. 842.75 Top Leveling Wall Turning Point Pad El. 844.75 Top Leveling El. 847.42 Top of Wall " = 1'-0"8 3Scale: * Per Block Wall Manufacturers Recommendations MODULAR BLOCK WALL TYPICAL SECTION 1.5% F1 1.5%1.5% 6" Top Leveling Pad El.H2'-0" Varies R.F.F.F. Varies Top of Wall Block Cap* Modular Block Wall * Modular Buffer 8'-0" Path 13 A Match Exist. Pavement6"Proposed Ground Aggregate Leveling Pad 1'-0" (Slope to Drain)*6" Ø Perf. Pipe Backfill Type 3Structure 1 4 15 (Coarse Aggregate, No. 8) Aggregate for Drainage Fill 34.62' RT. 53+47.46 "PR-S4A" End Retaining Wall 48.07' RT. 53+19.86 "PR-S4A" Turning Point 30.5'R30°44' 830 840 850 860 1'-5" Wall Turning PointWall Turning Point 75'-0" 21'-11"19'-6"25'-0"8'-7"8"Top of Wall Top of Wall El. 847.42 Begin Retaining Wall Top of Wall El. 846.75 End Retaining Wall Pad El. 843.42 Top Leveling 40.56' RT. 53+41.28 "PR-S4A" Turning Point 847.42847.3847.42846.8847.42846.7847.42847.3847.42847.3847.42847.0847.0844.6(See Special Provisions for Details) 844 844844844 844 845 845845 8 4 5 84 5 846 846 846 847 847 847 847 847 847 PLAN Scale: 1"=10'-0"; Contours Intervals 1'-0" Saw Cut 9'-0" WVLEGEND 15 16 22 Full Depth HMA Pavement (See Typical Sections) F1 KC C1 F Sidewalk, Concrete, 4 In. (See Carmel Std. Dwg. 10-18) K1 HMA for Approaches (Full Depth Pavement) R 27A Mill 1.5 in. & Resurface 26 Sodding, Nursery X T PCCP Truck Apron (See Typical Sections) R1 HMA Wedge & Level (See Typical Sections) PCCP for Approaches, 6 in., on Subgrade Treatment Type II PCCP for Approaches, 9 in., on Subgrade Treatment Type II Roll Curb for Truck Apron (See Miscellaneous Details) Widening with PCC Base, 6" (See Typical Sections) Center Curb, Type D (See Miscellaneous Details) 28 Raised Pedestrian Crossing (See Miscellaneous Details) HMA For Structure Installation, Type C (Full Depth Pavement) 17 Sloping Curb And Gutter (See Miscellaneous Details) 13 Straight Concrete Curb Curb & Gutter, Concrete, Type II 18 Modified Roll Curb (See Miscellaneous Details) Shared-Use Path (See Landscape Details) Widening with HMA, Typc C (Full Depth Pavement) Curb Ramp, Concrete or Pavers, X (See Miscellaneous Details) 1 Steel Planter, Removable (See Landscape Details)1 RJC NRM TJM NRM RETAINING WALL NO. 3 DETAILS AS NOTED NONE, UNLESS NOTED BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 36 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.RET-3.01.dgn8/7/2017 11:48:00 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Line "PR-RL2"Range Line Rd.Range Line Rd.Executive Dr.Executive Dr.Line "PR-S4A"205 P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = 50+60.00 "PR-S4A" BEGIN CONSTRUCTION 210 51+17 "PR-S4A", 25.7' RT. Luminaire No. 3 206+19 "PR-RL2", 41.2' RT. Handhole, Type B 206+35 "PR-RL2", 43.1' LT. Luminaire No. 4 205+81 "PR-RL2", 29.7' RT. Luminaire No. 5 53+15 "PR-S4A", 38.7' RT. Luminaire No. 6 53+66 "PR-S4A", 31.2' RT. Handhole, Type A 53+73 "PR-S4A", 29.9' LT. Luminaire No. 7 208+32 "PR-RL2", 29.5' RT. Handhole, Type B 208+40 "PR-RL2", 29.0' LT. Luminaire No. 1 App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.App. Exist. R/W App. Exist. R/W A-2A-1A-1A-1 A-1A- 1 A-1A-1 207+78 "PR-RL2", 41.6' RT. Luminaire No. 8 53+69 "PR-S4A", 31.0' LT. Service Point, "B" Type II 53+65 "PR-S4A", 37.4' LT. Handhole, Type B R/W R/WR/WR/W R/W R/WR/W203+88.56 "PR-RL2" BEGIN PROJECT 54+87 "PR-S4A", 28.3' LT. Comm. Handhole 53+25 "PR-S4A", 34.3' RT. A-2 A-2 A -1 A-2A-1 A-2 A-2A-2 A-2 204+49 "PR-RL2", 27.3' LT. Comm. Handhole, Type A 206+28 "PR-RL2", 39.1' LT. Comm. Handhole, Type A 51+58 "PR-S4A", 22.5' LT. Comm. Handhole, Type A 207+55 "PR-RL2", 59.9' LT. Comm. Handhole, Type C 208+15 "PR-RL2", 45.4' LT. Comm. Handhole, Type A 50+66 "PR-S4A", 19.3' LT. Comm. Handhole, Type A Comm. Handhole, Type A 207+51 "PR-RL2", 55.7' RT. Comm. Handhole, Type B 209+98 "PR-RL2", 28.2' LT. Comm. Handhole, Type A A-1A-22 51+81 "PR-S4A", 35.4' LT. Luminaire No. 2 2 Revised 8/11/2017 - Light Pole Location Shifted LEGEND Service Point Lighting Circuit NumberA-1 on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings) Proposed 152 W LED LuminaireController Box (Lighting & Irrigation) (See Carmel Standard Drawings) 1x 4-in. Conduit, PVC, Schedule 40 & 1x 4-in. Conduit, PVC, Schedule 40 with Innerducts (See Carmel Standard Drawings 1x 4-in. Conduit, PVC, Schedule 80 & 1x 4-in. Conduit, PVC, Schedule 80 with Innerducts (See Carmel Standard Drawings Handhole (Type as Shown) 4-1C No. 6 CU Conductor in 2" PVC Schedule 80 Conduit and 4-1C No. 4 CU Conductor in 2" PVC Schedule 80 Conduit 4-1C No. 6 CU Conductor in Plastic Duct in Trench and 4-1C No. 4 CU Conductor in Plastic Duct in TrenchTC WVLDLDTTT WM GMLD H CC-TRN/A 1" = 20' EMS EMS CRH CRH RANGE LINE RD. LIGHTING DETAILS BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 37 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.LT.01.dgn8/11/2017 5:32:08 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF NAMH CSBEUH .R REHPOTSIRHC 11400171 Line "PR-RL2" Range Line Rd.215220Range Line Rd. Line "PR-RL2" (To Remain in Place) Exist. Decorative Light Pole (To Remain in Place) Exist. Decorative Light Pole 212+20 "PR-RL2", 27.5' RT. Handhole, Type B 212+20 "PR-RL2", 28.3' LT. Luminaire No. 10 210+30 "PR-RL2", 28.0' RT. Luminaire No. 9 217+69 "PR-RL2", 28.0' RT. Luminaire No. 13 215+88 "PR-RL2", 30.3' LT. Luminaire No. 12 213+90 "PR-RL2", 28.0' RT. Luminaire No. 11App. P.L.App. Exist. R/W App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. P.L.App. Exist. R/W App. P.L.App. P.L.App. Exist. R/WApp. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. Exist. R/WApp. Exist. R/WApp. P.L.App. P.L.Veterans WayGradle Dr.Nappanee Dr.App. Exist. R/WApp. Exist. R/WApp. 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/WShoshone Dr.A-1 A-2 A-1 A-1 A-1 A-2A-2 R/W R/W R/W R/W210A-1 A-2 A-1A-2A-1 209+98 "PR-RL2", 28.2' LT. Comm. Handhole, Type A 212+83 "PR-RL2", 27.3' LT. Comm. Handhole, Type A 220+50 "PR-RL2", 37.0' RT. Comm. Handhole, Type A 216+84 "PR-RL2", 36.5' RT. Comm. Handhole, Type A 216+38 "PR-RL2", 27.8' LT. Comm. Handhole, Type A A-2 A-2 LEGEND Service Point Lighting Circuit NumberA-1 on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings) Proposed 152 W LED LuminaireController Box (Lighting & Irrigation) (See Carmel Standard Drawings) 1x 4-in. Conduit, PVC, Schedule 40 & 1x 4-in. Conduit, PVC, Schedule 40 with Innerducts (See Carmel Standard Drawings 1x 4-in. Conduit, PVC, Schedule 80 & 1x 4-in. Conduit, PVC, Schedule 80 with Innerducts (See Carmel Standard Drawings Handhole (Type as Shown) 4-1C No. 6 CU Conductor in 2" PVC Schedule 80 Conduit and 4-1C No. 4 CU Conductor in 2" PVC Schedule 80 Conduit 4-1C No. 6 CU Conductor in Plastic Duct in Trench and 4-1C No. 4 CU Conductor in Plastic Duct in Trench WVCT WV WV WV WMCC WV HGT H CC-TR H H WV WV WVT WM WV WM WM H HN/A 1" = 20' RANGE LINE RD. LIGHTING DETAILSEMSEMS CRH CRH BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 38 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.LT.02.dgn8/7/2017 11:48:02 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF NAMH CSBEUH .R REHPOTSIRHC 11400171 Line "PR-RL2" Range Line Rd. (To Remain in Place) Exist. Decorative Light Pole App. P.L.(To Remain in Place) Exist. Decorative Light Pole 225230Line "PR-RL2" Range Line Rd.Monon Green Blvd.App. P.L. App. P.L. App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. P.L.App. P.L.App. P.L.App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W App. Exist. R/W 231+28.60 "PR-RL2" END PROJECT App. Exist. R/W App. P.L.16-ENG-50 Road Plans Match Line - See to Handhole Connect Existing Conduit 223+49 "PR-RL2", 44.2' RT. Comm. Handhole, Type A 225+54 "PR-RL2", 45.1' RT. Comm. Handhole, Type A 228+31 "PR-RL2", 45.7' RT. Comm. Handhole, Type A 228+31 "PR-RL2", 45.7' RT. Comm. Handhole, Type A 231+35 "PR-RL2", 43.4' RT. Comm. Handhole, Type A LEGEND Service Point Lighting Circuit NumberA-1 on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings) Proposed 152 W LED LuminaireController Box (Lighting & Irrigation) (See Carmel Standard Drawings) 1x 4-in. Conduit, PVC, Schedule 40 & 1x 4-in. Conduit, PVC, Schedule 40 with Innerducts (See Carmel Standard Drawings 1x 4-in. Conduit, PVC, Schedule 80 & 1x 4-in. Conduit, PVC, Schedule 80 with Innerducts (See Carmel Standard Drawings Handhole (Type as Shown) 4-1C No. 6 CU Conductor in 2" PVC Schedule 80 Conduit and 4-1C No. 4 CU Conductor in 2" PVC Schedule 80 Conduit 4-1C No. 6 CU Conductor in Plastic Duct in Trench and 4-1C No. 4 CU Conductor in Plastic Duct in Trench WV WV WV WV WV WV WV WV WM WV WM WM WV WV WV WV WM H H H H CC-TGBB HHB WMN/A 1" = 20' RANGE LINE RD. LIGHTING DETAILSEMSEMS CRH CRH BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 39 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.LT.03.dgn8/7/2017 11:48:03 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 WV WV WV WMNo. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF NAMH CSBEUH .R REHPOTSIRHC 11400171 Uniformity Ratio POINT SERVICE TYPE BREAKER MAIN 100 AMP A-1 (Black) AMPS COMPUTED (Red) AMPS COMPUTED CIRCUIT BRANCH A II Maintenance Factor Mounting Height Average Maintained Illumination (Fc) 15 AMP BREAKER CIRCUIT BRANCH DROPE (%) VOLTAGE MAX A-2 20 AMP 1.66 2.32 SERVICE POINT AMP TABLE DESIGN DATA TABLE 0.81 Varies 1.4 3.5:1 8.87 16.0013.71 7.60 EMS CRH EMS CRH NONE N/A LIGHTING DETAILS RANGE LINE ROAD LUMINAIRE TABLE LUMINAIRE NO.1 2 3 4 5 6 7 8 9 10 11 12 13 LUMINAIRE TYPE (SEE LEGEND BELOW)LED LED LED LED LED LED LED LED LED LED LED LED LED FOUNDATION TYPE (SEE LEGEND BELOW)STD STD STD STD STD STD STD STD STD STD STD STD STD CIRCUIT NUMBER A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 CIRCUIT CONNECTION B R B R B R B R B B R R B RECEPTACLE YES YES YES YES YES YES YES YES YES YES YES YES YES CONNECTOR TYPE (PER E807-LTWR-01)II I I II II II I I I I I I I MAST ARM LENGTH (FT)8'8'8'8'8'8'8'8'8'8'8'8'8' ELEVATION 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 POLE SET BACK (FT)28' RT 29' LT 28' RT 29' LT 28' RT SHOULDER WIDTH (FT)-------------------------- LUMINAIRE E.M.H. (FT)30'30'30'30'30'30'30'30'30'30'30'30'30' NUMBER OF LUMINAIRES 1 1 1 1 1 1 1 1 1 1 1 1 1 SET BACK FROM FACE OF CURB LINE "PR-RL2""PR-S4A""PR-S4A""PR-RL2""PR-RL2""PR-S4A""PR-S4A""PR-RL2""PR-RL2""PR-RL2""PR-RL2""PR-RL2""PR-RL2" RAMP SEE NOTES LED = 152W, TYPE III, 6000K, COLUMBIA LUMINAIRE STD = LIGHT STANDARD FOUNDATION, 30" X 96" WITH DECO WRAP BASE, WASHINGTON B = BLACK CIRCUIT R = RED CIRCUIT Use E.M.H. as pole height BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 40 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.LT.04.dgn8/7/2017 11:48:04 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF NAMH CSBEUH .R REHPOTSIRHC 11400171 41 PPST CC-TBRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'HARDSCAPE DETAILS MONONGREEN BOULEVARD ENLARGEMENT1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE LANDSCAPEDETAILS.2.ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.3.ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR ANDPATTERN INFORMATION.4.24”X60” REMOVABLE STEEL PLANTER. PLANTER TO BEMANUFACTURED BY DEZIGNLINE OR APPROVED EQUAL. SEE SPECIALPROVISIONS.5.8' LONG BIKE RAIL SEGMENT AS MANUFACTURED BY DEZIGNLINE ORAPPROVED EQUAL. SEE SPECIAL PROVISIONS.6.4' LONG BIKE RAIL SEGMENT AS MANUFACTURED BY DEZIGNLINE ORAPPROVED EQUAL. SEE DETAILS ON HARDSCAPE SHEETS.7.DECORATIVE SEATWALL, SEE HARDSCAPE DETAILS.8.PLANTING AREA WITH PLANTING MIX SOIL. SEE LANDSCAPE PLANSAND DETAILS.9.DECORATIVE CONCRETE TREATMENT (INTEGRAL COLOR ANDDECORATIVE STAMPING) TO MATCH ADJACENT DECORATIVECONCRETE TREATMENT. CONTRACTOR SHALL DOWEL OR OTHERWISETIE INTEGRAL COLORED CONCRETE POURS TO SURROUNDINGSTANDARD CONCRETE BANDING TO REDUCE SETTLING. FINALCONCRETE COLOR AND STAMP TO BE APPROVED BY ENGINEER/OWNER PRIOR TO INSTALLATION.10.EXISTING CONCRETE BAND TO REMAIN, PROTECT FROM DAMAGE.11.DECORATIVE FOUNTAIN. SEE HARDSCAPE DETAILS FOR FOUNTAIN,LIGHTING AND WALL DETAILS.KEYNOTESMONON GREEN BOULEVARDRANGELINE ROAD11447 ADJACENT PAVEMENT PER PLANS9"3'3" MIN. WINDOSR COURT FOUNTAIN ASMANUFACTURED BY ROBINSON IRON ( 1856ROBINSON ROAD, ALEXANDER CITY, AL 35010;256.329.8486) OR APPROVED EQUAL. LIMESTONE BASE, MATCHING PLAN TEMPLATEOF THE FOUNTAIN.FLUID APPLIED WATERPROOFINGSEE DECORATIVE SEATWALL DETAIL.1'FINISHED GRADEVENT CAPANCHORS AND S.S. BOLTSPROVIDED BY INSTALLERGRAVITY DRAIN TO WASTEFRP ACCESS HATCH7"3'-6" REFMIN. STATIC WATERELEVATION (LOWESTBASIN)PITCH TO DRAINSUBMERGED LIGHTING6" CONCRETE SLAB REINFORCED W/ 6" X 6" 6/6 WWM(MID-DEPTH)4" DEPTH COMPACTED #53 COARSE AGGREGATE6" DEPTH COMPACTED #2 COARSE AGGREGATECOMPACTED SUBGRADESEE THICKENEDPAVEMENT EDGEDETAILFOUNTAIN BASE, DECORATIVE FOUNTAIN LIGHTINGAND MECHANICAL EQUIPMENT SHOWN FORREFERENCE AND DESIGN INTENT ONLY. THECONTRACTOR SHALL PROVIDE DETAILED DRAWINGSPRIOR TO ORDERING/INSTALLATION TO IDENTIFY THEBASE REQUIREMENTS, AND ALL UTILITY LOCATIONS.DRAWINGS WILL BE REVIEWED BY ENGINEER/ OWNER.12" PRE-FORMED EXPANSION JOINT W/ SELF-LEVELING SEALANTFINISH GRADEWEEP TUBES @ 24" O.C. MAX.SILL FLASHING, TYP.BRICK VENEER, TO MATCH ADJACENT BUILDING ON ALLEXPOSED FACES OF WALL --PROVIDE LOUVERED HEAD JOINTS IN 3RD COURSE FROM TOPOF WALL38" MORTAR JOINT, RAKED ANDCAULKEDCAST IN PLACE CONCRETE FOOTING.THICKEN EDGE OF CONCRETE AS SHOWNFLUID APPLIED WATERPROOFING4" DEPTH COMPACTED #53 COARSE AGGREGATE6" DEPTH COMPACTED #2 COARSE AGGREGRATECOMPACTED SUBGRADETW = 24" ABOVE FINISH GRADE1'-0"WATER ELEVATION2"2"6"1'-2"9"1'-4"3'-2"1'-0"SEE DECORATIVE SEAT WALL CAPDETAILCOMPACTED SUBGRADEAIR SPACE1'-8"4"VORCLAY WATERSTOP38" MORTAR JOINT, RAKED AND CAULKED4"2"1"1'-6"1/2" SMOOTH STAINLESS STEEL DOWEL ONE AT 6"FROM EACH END OF CAP PIECE, AND 24" O.C.THRU-WALL METAL FLASHING, TYP.38" GROUT SETTING BEDR 2 "R1/2"SLOPEDRIP EDGE1"9"5"3"1"DECORATIVE LIMESTONE CAP2'-6"4"11 5/8"4"6"6"THICKEN EDGE OFCONCRETE AS SHOWN4" DEPTH COMPACTED #53 COARSE AGGREGATE6" DEPTH COMPACTED #2 COARSE AGGREGATE6" DEPTH CONCRETE SLABREINFORCED W/ 6" X 6" 6/6WWM (MID-DEPTH)EQ. EQ .EQ. 1 /4 " SLOPEOUTSIDE FACE OF BRICK. PROVIDE 3" OVERHANGOF CAP PER SEAT WALL DETAIL.1 1 / 4 "1/2"LIMESTONE CAP SECTIONFACE OF CONCRETE WALL (INTERIOR OF FOUNTAIN)1/4" EXPANSION JOINT WITH SEALANT WITH 1/2" RECESSED AT JOINTNOTE:SUBMIT SHOP DRAWINGS FORLIMESTONE CAP FOR ENGINEER/OWNER APPROVAL PRIOR TOCONSTRUCTION2"BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'HARDSCAPE DETAILS1FOUNTAIN SECTION AND DETAIL3DECORATIVE SEATWALL CAP2DECORATIVE SEAT WALL DETAIL4THICKENED PAVEMENT EDGE114484747474747 5'-6"3"1'-6"3"3"GALVANIZED STEEL PLANTER CONSTRUCTEDOF 316 PLATE STEEL.POWDER COAT COLOR TO BE CHOSEN FROMMANUFACTURER'S FULL RANGE OF COLOROPTIONS.OVERFLOW DRAIN HOLES- TYPICAL 3 HOLESPER PLANTER, SPACED EQUALLY ALONG THEBOTTOM OF BASIN.BASIN SHALL BE CONSTRUCTED SO THAT ITIS WATER TIGHT.GALVANIZED STEEL PLANTER CONSTRUCTEDOF 316 PLATE STEEL.POWDER COAT COLOR TO BE CHOSEN FROMMANUFACTURER'S FULL RANGE OF COLOROPTIONS.LASER CUT ART PANEL CONSTRUCTED OF 18"STEEL PLATE OR THINNER IS POSSIBLE.LASER CUT IMAGE DESIGN SHALL BEPROVIDED TO THE CONTRACTOR PRIOR TOFABRICATION OF THE PLANTER.CONTRACTOR SHALL PROVIDE SHOPDRAWINGS OUTLINING THE FINAL IMAGE ANDTHE METHOD OF ATTACHMENT TO THEPLANTER BASIN.1'-6"3"8" 3"3"3"9 1/2"9 1/2"1'-2"1'-2"1'-2"4"7"2 1/4"1 1/2"1 1/2"3"5'-4"3"1'-7"C1'-7"8 1/2"4 3/4"4 3/4"GALVANIZED STEEL PLANTER CONSTRUCTEDOF 316 PLATE STEEL.POWDER COAT COLOR TO BE CHOSEN FROMMANUFACTURER'S FULL RANGE OF COLOROPTIONS.GALVANIZED STEEL PLANTER BASECONSTRUCTED OF 38" PLATE STEEL.POWDER COAT COLOR TO BE CHOSEN FROMMANUFACTURER'S FULL RANGE OF COLOROPTIONS.3"1'-6"3"1'-6"3"8"1'-6"4"END VIEWFRONT VIEWTOP VIEWSTEEL PLANTER TO BE FABRICATED BY DEZIGNLINES OR APPROVED EQUAL.CONTACT INFORMATIONDEZIGN LINESUSAN ALTENBACH, DIRECTOR1.612.850.0760APPROVED METAL FABRICATORS MUST MEET THE FOLLOWING CRITERIA:CERTIFICATIONS:1.MANUFACTURER WILL HAVE ISO 9001: 2008 CERTIFICATIONS SUPPORTINGDESIGN AND ENGINEERING WORK AS WELL AS QUALITY ASSURANCE.2.MANUFACTURER IS REQUIRED TO HAVE A WELDING COUPON.MODELING:1.RENDERING THE PROJECT WITH 3D MODELING IS REQUIRED TO CONFIRMPROJECT INTENT. SUPPLIER WILL HAVE THE ABILITY TO REVIEW COMPLETE 3DRENDERINGS WITH THE CUSTOMER PRIOR TO PROJECT START.2.THE ENGINEER/ OWNER WILL HAVE THE ABILITY TO REVIEW, SIGN OFF, ORAPPROVE SHOP DRAWINGS OR 3D CAD DRAWINGS PROVIDED BY THEMANUFACTURER.3.MANUFACTURER WILL BE ABLE TO PROVIDE A MOCK-UP OF ITEM, OUT OFACTUAL MATERIAL USED, FOR APPROVAL.4.MANUFACTURER WILL HAVE THE ABILITY OF PROVIDING DOCUMENTATION OFPROFESSIONAL ENGINEER'S SIGNING OFF OF STRUCTURE.EXPERIENCE:1.MANUFACTURER WILL BE REQUIRED TO DEMONSTRATE AND DISCUSSRELEVANT EXPERIENCE WITH PROJECTS OF SIMILAR SCOPE AND INTENT.2.MANUFACTURER HAS BEEN IN BUSINESS NO LESS THAN 10 YEARS.3.MANUFACTURER PROVIDES PROOF THAT THEY HAVE MANUFACTURED AMINIMUM OF 3 SIMILAR PROJECTS OR PRODUCTS.METAL FABRICATION GENERAL NOTESEQ.EQ.3"3'-0"1 14" X 1 14" SOLID STEEL TUBING,POWDER COATED BLACKT.S. 2.1 X 1 14" X 1 14" SOLID STEEL TUBING,POWDER COATED BLACKT.S. 2.1 X 34"" X 34" SOLID STEEL TUBING,POWDER COATED BLACK. METAL PICKETSSHALL BE EQUALLY SPACED WITH AREABUT SHOULD BE NO GREATER THAN 3' O.C.EMBED HANDRAIL INTO MODULAR BLOCKWALL PER DETAILS ON ENGINEERINGSHEETS.GENERAL GATE AND FENCING NOTES:1.THE PANEL WIDTHS MAY VARY DEPENDING ON SITE LOCATION AND OVERALL MODULAR WALLLENGTH. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION THATSHOW THE FINAL MEASUREMENTS FOR EACH WALL LOCATION.2.HANDRAIL PANELS SHALL BE ATTACHED TO MASONRY PIERS IN ACCORDANCE WITHENGINEERING DETAILS AND CONTRACTOR RECOMMENDATIONS. CONTRACTOR SHALLPROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR FENCE AND WALLATTACHMENTS PRIOR TO INSTALLATION.3.WHEN CUTTING/DRILLING RAILS OR POSTS ADHERE TO THE FOLLOWING STEPS TO SEAL THEEXPOSED STEEL SURFACES;·REMOVE ALL METAL SHAVINGS FROM CUT AREA.·APPLY ZINC-RICH PRIMER TO THOROUGHLY COVER CUT EDGE AND/OR DRILLED HOLE; LETDRY.·APPLY 2 COATS OF CUSTOM FINISH PAINT MATCHING HANDRAIL COLOR. FAILURE TO SEALEXPOSED SURFACES PER STEPS 1-3 ABOVE WILL NEGATE WARRANTY. MANUFACTURERRECOMMENDED SPRAY CANS OR PAINT PENS SHALL BE USED TO PRIME AND FINISHEXPOSED SURFACES; IT IS RECOMMENDED THAT PAINT PENS BE USED TO PREVENTOVERSPRAY.VARIES, SEE PLANSSHREDDED HARDWOOD MULCH PER SPECIALPROVISIONS. KEEP MULCH OFF PLANT MATERIALPLANTING SOIL MIX, SEE SPECIAL PROVISIONS.CONTRACTOR TO PLACE A MINIMUM OF 36" OFPLANTING SOIL IN MEDIAN.EXISTING SUBGRADEPAVEMENT BASE COURSEPAVEMENT BASE COURSEPAVEMENT GRADEPAVEMENT GRADE3"3'-0"CONTRACTOR SHALL REMOVE EXISTING SOIL WITHINTHE MEDIAN TO A MINIMUM DEPTH OF 36".MEDIAN SHALL BE FILLED WITH A PLANTING SOIL MIXCOMPRISED OF 23 TOPSOIL, 13 MULCH AND SOILCONDITIONER. PLANTING SOIL MIX SHALL BE FREEFROM SUBSOIL VEGETATION, WEEDS OR ANYEXTRANEOUS OR DELETERIOUS MATERIALS LARGERTHAN 1".BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'HARDSCAPE DETAILS1DECORATIVE STEEL PLANTER DETAIL2PLANTING SOIL DETAIL3DECORATIVE METAL RAILING11449 T CC-TR MON MON PPST PPST PPST PPST PPST PPST PPST PPST3 PA61 GK24 NW26 NW10 LV9 SA19 NW9 LV8 PK21 LV18 SA20 LV18 SA16 LV15 LV17 NW10 HH19 SA8 PK5 PF5 JP6 PK8 PK8 PF6 CA53 LV4 GR10 CK5 R34 CA8 SA9 R37 GR4 CA9 SA8 HS8 HS11 HH14 SA10 CK5 JP14 SA10 CK5 JP8 PK3 CR14 SA1 PA61 PA68 PS12 PS101 NW204 NW18 PS129 NW22 PSBRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'LANDSCAPE PLANSLINE ''PR-RL2''RANGELINE ROADRANGELINE ROADCITY CENTER BOULEVARD126TH STREETSEE LANDSCAPE ENLARGEMENT"CITY CENTER"1.TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.2.SPADE EDGE. SEE LANDSCAPE DETAILS.3.GRASS SEEDING IN DRIVEABLE GRASS PAVEMENT. SEE HARDSCAPEDETAILS.KEYNOTESLANDSCAPE LEGEND11455 MON MONTT WM CC-TRBRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'LANDSCAPE ENLARGEMENT''EXECUTIVE DRIVE''RANGELINE ROADRANGELINE ROAD1.TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.2.SPADE EDGE. SEE LANDSCAPE DETAILS.3.GRASS SEEDING IN DRIVEABLE GRASS PAVEMENT. SEE HARDSCAPEDETAILS.KEYNOTESLANDSCAPE LEGEND11458REVISED 08/7/17- REMOVED SHEET 58. T CC-TR MON8" vcpBRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/A07/31/17RECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38CECCECCECCEC1"=20'LANDSCAPE ENLARGEMENTS''CITY CENTER DRIVE''RANGELINE ROAD126TH STREET1.TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.2.SPADE EDGE. SEE LANDSCAPE DETAILS.3.GRASS SEEDING IN DRIVEABLE GRASS PAVEMENT. SEE HARDSCAPEDETAILS.KEYNOTESLANDSCAPE LEGENDRANGELINE ROAD11459REVISED 08/7/17- REMOVED SHEET 59. 40+0045+00POT Sta. 10+00.0010+00205+00P.O.C.#1C4"SLV4"SLV4"SLV4"SLV4"SLV4"SLV4"SLV4"SLV2"SLV2"SLV2"SLV2"SLV2"SLV2"SLV2"SLV4"SLV2"SLV2"SLV2"SLV1"1"1"1"1"1"1"1"1"1"M2"SLVF CENTER ISLAND TO BEIRRIGATED ON FUTURE PHASE.STUB AND CAP WITH 3ADDITIONAL WIRE AT QUICKCOUPLER LOCATION.P.O.C.#1CBRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve611141Revised 8/07/17- Removed Irrigation in center islands for future phase1 PI Sta. 46+50.29POT Sta. 46+61.50POT Sta. 46+89.14 50+00POT Sta. 50+18.95210+00 RB-0 RB-01"1"1"1"BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve11462 POT Sta. 54+58.34 55+00POT Sta. 56+19.20215+00220+00 MB MB RB-0 RB-04"SLV4"SLV4"SLV4"SLV4"SLV4"SLV4"SLV1"BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve11463 60+00225+00BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve11464 65+00POT Sta. 65+12.00 70+00230+00 MB1.25"1.25"4"SLVEX.2"SLV2"SLV1"1"1.25"BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve11465 POT Sta. 71+36.66 PI Sta. 72+98.35 POT Sta. 73+19.50 75+00POT Sta. 76+05.31C1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"LIGHTING AND IRRIGATION ENCLOSUREEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLVEX.4"SLV2"SLV2"SLV2"SLV2"SLV2"SLV1.25"1"1"1"1"1.25"1"1"1"1" CENTER ISLAND TO BEIRRIGATED ON FUTURE PHASE.STUB AND CAP WITH 3ADDITIONAL WIRE AT QUICKCOUPLER LOCATION.BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve661141Revised 8/07/17- Removed Irrigation in center islands for future phase1 CURVE DATAP.I. = 35+54.58D = 13° 02' 36.00" (RT)T = 58.30L = 116.10R = 510.00E = 3.32 70+00 POT Sta. 71+36.66 IPnC 1.25" 1.25" 1.25" 1.25" 1.25" 1.25" 1.25"1.25" 1.25" 1.25" LIGHTING AND IRRIGATION ENCLO EX.4"SLV EX.4"SLV EX.4"SLV EX.4"SLV EX.4"SLV EX.4"SLV EX.4"SLV 2"SLV 2"SLV 2"SLV 1" 1" 1" 1" 1" CENTER ISLAND TO BE IRRIGATED ON FUTURE PHASE. STUB AND CAP WITH 3 ADDITIONAL WIRE AT QUICK COUPLER LOCATION.BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve671141Revised 8/07/17- Removed Irrigation in center islands for future phase1 70+00 POT Sta. 71+36.66TIE INTO EXISTING 1.25" MAIN LINE HERE C 1.25" 1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"1.25"LIGHTING AND IRRIGATION ENCLO P.O.C.#2 EX.4"SLV EX.4"SLV EX.4"SLV EX.4"SLVEX.4"SLVEX.4"SLV EX.4"SLVEX.4"SLV 2"SLV 2"SLV2"SLV2"SLV 2"SLV 1.25" 1"1" 1"1"1.25"1"1" CENTER ISLAND TO BEIRRIGATED ON FUTURE PHASE.STUB AND CAP WITH 3ADDITIONAL WIRE AT QUICKCOUPLER LOCATION.BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"LEGENDDESCRIPTIONAPPROVED MANUFACTURERSMulti-Stream Turf RotorRain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45 Rotator-PC**Multi-Stream Shrub RotorRain Bird 1812-SAM P45Rotator-EST/SST**Remote Control ValvesControllerRain SensorMeterRain Bird 5RCQuick Couple Valve1" 200 PSI SDR 21 PVC Lateral Pipe1.25" 200 PSI SDR 21 PVC Mainline PipeMCR???GPM# OF ZONEVALVE SIZEHunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-12-PRS40-CV Rotator PC**Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**Hunter WSS-SENHunter HQ-5RCMaster ValveRain Bird PEB-PRS-DialRain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub RotorHunter PROS-12-PRS40-CV Rotator FC**FNibco-Line SizeIsolation Valve681141Revised 8/07/17- Removed Irrigation in center islands for future phase1 BRIDGE FILEDESIGNATIONCONTRACTSURVEY BOOK DESIGN ENGINEERDATECHECKED:DESIGNED:DRAWN:CHECKED:HORIZONTAL SCALEVERTICAL SCALEPROJECTofSHEETSN/ARECOMMENDEDFOR APPROVAL$FILEA$$DATE$$TIME$$USER$PENTBLS$$PLTDRVS$CITY OF CARMEL16-ENG-38AWAWRRAW1"=20'IRRIGATION PLANSLINE "PR-RL2"MULTI-STREAM TURF ROTORPVC STREET ELLOR MALE BARBEDELBOWLATERAL LINE WITHPVC TEE OR ELLPVC STREET ELLOR MALE BARBEDELBOWPVC FLEX HOSE ORSWING PIPESPRINKLER HEADFINISH GRADEROTARY NOZZLEREMOTE CONTROL VALVESNAP-TITE WIRECONNECTORS ANDEXPANSION COILS, 10WRAPS AROUND 1/2"PIPEDURABLE WEATHERRESISTANT PLASTICVALVE WITHEXTENSIONS IFNECESSARYINSTALL VALVE BOX 1/2"ABOVE FINISH GRADEIN TURF AND 2" INSHRUB AREASFINISH GRADEREMOTE CONTROLVALVE SIZE PERSPECIFICATIONGLOBE/ANGLE CONFIG.PVC ELL4" PEA GRAVEL BASEMAINLINE WITH PVCTEE OR ELLVALVE WIRE FROMCONTROLLERCOMMON WIRE FROMCONTROLLER TOELECTRIC CONTROLVALVE AND ON TONEXT VALVEQUICK COUPLER VALVE10" DURABLE WEATHERRESISTANT PLASTICVALVE BOX WITHEXTENSIONS IFNECESSARYQUICK COUPLERVALVEINSTALL VALVE BOX1/2" ABOVE FINISHGRADE IN TURF AND2" IN SHRUB AREASFINISH GRADE1" PVC CLASS 200SDR21 PIPE 24" INLENGTH4" PEA GRAVEL BASELASCO SNAP-LOKSWING JOINT WITHMALE BRASSSTABILIZER ELBOWMAINLINE WITH PVCTEE OR ELL3/8" REBAR INSTABILIZING LUGSWR2WIRELESS SENSORWIRELESS RAIN SENSORCABLE HARNESS FORCONTROLLER INTERFACE (30"MAXIMUM)SENSOR &BRACKETRAIN BIRD WR2WIRELESS SENSORCONTROLLERINTERFACEDRIPLINE TYPICAL LAYOUTMANUAL LINEFLUSHING VALVEPLUMBED TO PVCIN 6" VALVE BOXDRIPLINE STARTCONNECTIONMALE ADAPTERPVC HEADERPVC HEADERDRIPLINE STARTCONNECTIONREMOTE CONTROLVALVE KIT INVALVE BOXAREA PERIMETERDRIPLINE TUBINGPERIMETERLATERALS 2" TO 4"FROM EDGE18"18"F3" MIN.ONOFF FINISH GRADEPVC SCH 40 ELLPVC SCH 80 NIPPLE(LENGTH AS REQUIRED,1 OF 2)30-INCH LINEAR LENGTHOF WIRE, COILEDWATERPROOFCONNECTIONID TAGVALVE BOX WITHCOVERPVC SCH 40 FADAPTERLATERAL PIPEBRICK (1 OF 4)3-INCH MINIMUMDEPTH OF 3/4-INCHWASHED GRAVELCONTROL ZONE KIT:RAIN BIRD XCZ-075-PRF ORRAIN BIRD XCZ-LF-100-PRF ORRAIN BIRD XCZ-100-PRF ASREQUIRED BY GPM(INCLUDES VALVE ANDPRESSURE REG. FILTERPVC SCH 80NIPPLE (2-INCHLENGTH,HIDDEN ANDPVC SCH 40 ELLPVC SCH 40 TEE ORELLPVC MAINLINEDRIP REMOTE CONTROLVALVE11469 205210215220203+88.56 "PR-RL2" BEGIN PROJECT Range Line Rd. Line "PR-RL2"Executive Dr. P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = Range Line Rd. Line "PR-RL2"Shoshone Dr.Shoshone Dr.Gradle Dr.Veterans WayNappanee Dr.R3-8 (30" x 30") - For Additional Details, see Roundabout Pavement Markings and Sign Details. - All Stationing from Line "PR-RL2" Unless Otherwise Noted. NOTES: - All Stationing from Line "PR-RL2" Unless Otherwise Noted. NOTE: 205+00 204+00 R3-8 (30" x 30") 209+10 210+05 1 6'-0 "16'-0"14'-0"14'-0"14' -0"14' -0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 43 44 44 45 45 45 45 46 46 46 46 48 47 47 47 47 47 47 50 51 20'-0" (Typ.)52 55 14'-0" 4'-0"8'-0"13.09 RT. +92.21 14.50' LT. +16.18 55 55 48 48 4846 46 47 4744 50 43 44 44 56 14'-0" 4'-0"4'-0" 13'-6" 10'-0" 13'-6" 8'-0" 14'-0" 8'-0" 24'-0" (Typ.) 46 (Typ.) Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) 217+72 218+03 +60+7739.2' LT. +07 4'-0"+50+00+57W9-1 (36" x 36") 208+90 W4-2 (36" x 36") 209+90 216+76 R1-1 (30" x 30") 212+15 R3-7bP (24" x 12") R5-1 (30" x 30") Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) 204+42 213+75 30 SPEED LIM IT (30" x 36") R2-1 30 SPEED LIM IT 49 R2-1 (30" x 36") (18"x18") W13-1P (36"x8") W16-8P (30"x30") W2-6 (18"x18") W13-1P (36"x8") W16-8P (30"x30") W2-6 to Remain in Place Exist. Fire Truck Sign 44 44 43 43 +63+12Executive Dr MPH 15 RIGHT LANE ENDS MPH 15 DO NOT ENTER EXCEPT BICYCLES Executive Dr STOP Veterans Way209+41 R6-1(R) (54" x 18") 212+79 R6-1(R) (54" x 18") 217+35 D3-1 (48" x 10") D3-1 (48" x 10") Range Line Rd ONEWAY ONEWAY Gradle Dr RA ISED CROSSWALK RA ISED CROSSWALK (Leave in Place, Coordinate with Developer) 48 LFT Barricade Type III-A Req'd 46 (TYP)8'-0"22'-0" (TYP) 205+58 RPM, "Blue" Req'd. 212+92 RPM, "Blue" Req'd. 215+92 RPM, "Blue" Req'd.219+00 RPM, "Blue" Req'd. 221+42 RPM, "Blue" Req'd. Z Z W8-MOD (24" x 12") W11-2 with LED (30" x 30") W8-MOD (24" x 12") W11-2 with LED (30" x 30") 11 1 1 1 Revised 8/07/2017 - LED Signs and Push Button Assemblies Added LEGEND 41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap) 46 47 44 Line, Thermoplastic, Solid, White, 4 in. Line, Thermoplastic, Solid, Yellow, 4 in. 42 "Sharks Teeth", Yield Line, White, See Carmel Standard Drawing 10-25B 40 45 48 Line, Thermoplastic, Solid, White, 6 in. 49 Transverse Marking, Thermoplastic, Pedestrian Crossing 51 Transverse Marking, Thermoplastic, Crosshatch Line, White, 12" 43 Pavement Message Marking, Thermoplastic, Bike Symbol 52 Line, Thermoplastic, Solid, White, 8" 53 54 Line, Thermoplastic, Solid, Yellow, 8" Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12" Transverse Marking, Thermoplastic, Crosswalk Line, White, 6" 50 55 Line, Thermoplastic, Dotted, Yellow, 4 in. (3' Line, 9' Gap) 56 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.Pavement Message Marking, Thermoplastic, Lane Indication Arrow, White Pavement Message Marking, Thermoplastic, Lane Indication Arrow, "Fishhook", White Z Push Button Assembly with 4 LEDs Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap) 1 1Green Cycle Track (See Special Provisions) NRM TJM RJC NRM PAVEMENT MARKINGS AND SIGN DETAILS - LINE "PR-RL2" N/A 1"=30' BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 70 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PM.01.dgn8/7/2017 11:48:11 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 225230Range Line Rd. Line "PR-RL2"Monon Green Blvd.Winona Dr.P.O.T. 71+36.66 "RL" P.O.T. 233+87.22 "PR-RL2" = Range Line Rd. Line "PR-RL2" 231+28.60 "PR-RL2" END PROJECT 126th St.23016-ENG-50 Road Plans Match Line - See 227+98 43 44 44 +3014'-0" - All Stationing from Line "PR-RL2" Unless Otherwise Noted. NOTE: - All Stationing from Line "PR-RL2" Unless Otherwise Noted. NOTE: 228+18 13'-6" 10'-0" 13'-6" 14'-0"14'-0"14'-0"+10+30+00+00+254'-0" 43 44 44 4443 44 444647 47 48 48 48 48 49 49 5055 55 55 55+65+88Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) 55+254443 44 14'-0"48 224+95 R4-7 (24" x 30" 231+20 R3-7bP (24" x 12") R5-1 (30" x 30") 222+85 W9-1 (36" x 36") 232+20 W4-2 (36" x 36") 231+20 Sign to Remain in Place Exist. 30mph Speed Limit W11-8 (30" x 30") 47 55 EXCEPT BICYCLES T LANE ENDS LEF 227+68 R6-1(R) (54" x 18") DO NOT ENTER 40"72"72"72"WHITE, "FISHHOOK" LANE INDICATION ARROW DETAIL ONEWAY BICYCLE PAVEMENT MARKING RA ISED CROSSWALK RA ISED CROSSWALK 221+42 RPM, "Blue" Req'd. 222+92 RPM, "Blue" Req'd. 227+10 RPM, "Blue" Req'd. Z Z W8-MOD (24" x 12") W11-2 with LED (30" x 30") W8-MOD (24" x 12") W11-2 with LED (30" x 30") 1 1 1 1 Revised 8/07/2017 - LED Signs and Push Button Assemblies Added LEGEND 41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap) 46 47 44 Line, Thermoplastic, Solid, White, 4 in. Line, Thermoplastic, Solid, Yellow, 4 in. 42 "Sharks Teeth", Yield Line, White, See Carmel Standard Drawing 10-25B 40 45 48 Line, Thermoplastic, Solid, White, 6 in. 49 Transverse Marking, Thermoplastic, Pedestrian Crossing 51 Transverse Marking, Thermoplastic, Crosshatch Line, White, 12" 43 Pavement Message Marking, Thermoplastic, Bike Symbol 52 Line, Thermoplastic, Solid, White, 8" 53 54 Line, Thermoplastic, Solid, Yellow, 8" Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12" Transverse Marking, Thermoplastic, Crosswalk Line, White, 6" 50 55 Line, Thermoplastic, Dotted, Yellow, 4 in. (3' Line, 9' Gap) 56 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.Pavement Message Marking, Thermoplastic, Lane Indication Arrow, White Pavement Message Marking, Thermoplastic, Lane Indication Arrow, "Fishhook", White Z Push Button Assembly with 4 LEDs Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap) 1 1Green Cycle Track (See Special Provisions) NRM TJM RJC NRM PAVEMENT MARKINGS AND SIGN DETAILS - LINE "PR-RL2" N/A 1"=30' Not to Scale 1.50' 4.10'0.67'4.27'14.93'2.46'1.64'1.12' 1.00' 2.30' 0.50' 2.60'2.30' 1.00' 0.77'1.00'1.00'2.46'2.96'3.28'11.98'0.50' 2.60'8.37'Not to Scale BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 71 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PM.02.dgn8/7/2017 11:48:12 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 5055 P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" =Range Line Rd.55+29.38 "PR-S4A" END CONSTRUCTION Executive Dr.Line "PR-S4A" 50+60.00 "PR-S4A" BEGIN CONSTRUCTION Line "PR-RL2"- For Additional Details, see Roundabout Pavement Markings and Sign Details. - All Stationing from Line "PR-S4A" Unless Otherwise Noted. NOTES: 49+90 MPH 15 Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) 50+75 R4-7 (24" x 30") Range Line Rd MPH 15 Range Line Rd 54+90 Dwg. 10-38 See Carmel Std. 4-RPM (Yellow) R4-7 (24" x 30") 54+08 15'-0" 15'-0"+1054 54 53 20'-0" (Typ.) ONEWAY (18"x18") W13-1P (42"x8") W16-8P (30"x30") W2-6 (18"x18") W13-1P (42"x8") W16-8P (30"x30") W2-6 with developer) (Coordinate sign placement LEGEND 41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap) 46 47 44 Line, Thermoplastic, Solid, White, 4 in. Line, Thermoplastic, Solid, Yellow, 4 in. 42 "Sharks Teeth", Yield Line, White, See Carmel Standard Drawing 10-25B 40 45 48 Line, Thermoplastic, Solid, White, 6 in. 49 Transverse Marking, Thermoplastic, Pedestrian Crossing 51 Transverse Marking, Thermoplastic, Crosshatch Line, White, 12" 43 Pavement Message Marking, Thermoplastic, Bike Symbol 52 Line, Thermoplastic, Solid, White, 8" 53 54 Line, Thermoplastic, Solid, Yellow, 8" Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12" Transverse Marking, Thermoplastic, Crosswalk Line, White, 6" 50 55 Line, Thermoplastic, Dotted, Yellow, 4 in. (3' Line, 9' Gap) 56 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.Pavement Message Marking, Thermoplastic, Lane Indication Arrow, White Pavement Message Marking, Thermoplastic, Lane Indication Arrow, "Fishhook", White Z Push Button Assembly with 4 LEDs Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap) 1 1Green Cycle Track (See Special Provisions) N/A 1"=30' PAVEMENT MARKINGS AND SIGN DETAILS - LINE "PR-S4A"NRM TJM RJC NRM BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 72 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PM.03.dgn8/7/2017 11:48:13 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 Line "PR-RL2" Range Line Rd. Range Line Rd.Executive Dr.Executive Dr.Line "PR-S4A"205 P.R.C. 52+44.25 "PR-S4A" P.C. 207+06.68 "PR-RL2" = 50+60.00 "PR-S4A" BEGIN CONSTRUCTION YIELD R1-2 (36"x36"x36") YIELD R1-2 (36"x36"x36") YIELD R1-2 (36"x36"x36") 53+25 "PR-S4A" 53+49 "PR-S4A" 53+32 "S4A" YIELD R1-2 (36"x36"x36") YIELD R1-2 (36"x36"x36") 51+58 "PR-S4A"51+38 "PR-S4A" YIELD R1-2 (36"x36"x36") 51+62 "PR-S4A" 53+19 "PR-S4A" 51+70 "PR-S4A" 41 41 41 41 42 42 42 42 40 40 4040 44 44 44 44 44 44 46 46 46 46 46 46 4747 4747 47 47 47 47 47 47 47 47 47 47 47 47 48 48 48 48 48 4810'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10' -0"10'-0"16'-0"16'-0"14' -0"14' -0"14'-0"14'-0"10'-6" 10'-6" 15'-0" 15'-0" 4949 49 49 49 49 49 49 NOTE: - All Stationing from Line "PR-RL2" Unless Otherwise Noted 205+98 206+46 206+49 207+68 207+90 208+13 207+69 207+62 206+44 206+20 21.44' RT. +52.78 19.28' LT. +51.98 19.28' LT. +63.10 17.26' RT. +60.73 55.98' LT. +05.1249.35' LT. +80.21 36.24' LT. +58.28 55.74' RT. +01.24 49.96' RT. +30.26 35.99' RT. +50.88 ONEWAY R6-1(R) (54"x18") 207+24 R6-1(R) (54"x18") 207+25 R6-1(R) (54"x18") 206+87 R6-1(R) (54"x18") 206+91 D1-1d (48"x10") D1-1d (48"x10") D1-1d (48"x10") D1-1d (48" x 10") Executive Dr Executive Dr Range Line Rd Range Line Rd 48 48 Z Z Z Z Z Z Z Z W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30")W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30") W16-7P (24"x12") W11-2 with LED (30"x30") 11 1 11 11 1 11 11 1 1 Revised 8/07/2017 - LED Signs and Push Button Assemblies Added LEGEND 41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap) 46 47 44 Line, Thermoplastic, Solid, White, 4 in. Line, Thermoplastic, Solid, Yellow, 4 in. 42 "Sharks Teeth", Yield Line, White, See Carmel Standard Drawing 10-25B 40 45 48 Line, Thermoplastic, Solid, White, 6 in. 49 Transverse Marking, Thermoplastic, Pedestrian Crossing 51 Transverse Marking, Thermoplastic, Crosshatch Line, White, 12" 43 Pavement Message Marking, Thermoplastic, Bike Symbol 52 Line, Thermoplastic, Solid, White, 8" 53 54 Line, Thermoplastic, Solid, Yellow, 8" Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12" Transverse Marking, Thermoplastic, Crosswalk Line, White, 6" 50 55 Line, Thermoplastic, Dotted, Yellow, 4 in. (3' Line, 9' Gap) 56 Transverse Marking, Thermoplastic, Stop Line, White, 24 in.Pavement Message Marking, Thermoplastic, Lane Indication Arrow, White Pavement Message Marking, Thermoplastic, Lane Indication Arrow, "Fishhook", White Z Push Button Assembly with 4 LEDs Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap) 1 1Green Cycle Track (See Special Provisions) TJM NRM NRM TJM N/A 1" = 20' AND SIGN DETAILS ROUNDABOUT PAVEMENT MARKINGS BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 73 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.PM.ROUNDABOUT.dgn8/7/2017 11:48:14 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 (Carmel Std Dwg. 10-11A & 10-11C) Note: All Sign Post shall be Black Power Coated 1 11 1 11 11 11 11 11 1 11 11 1 1 Revised 8/07/2017 - LED Signs and Push Button Assemblies Added TJM NRM TJM NRM SHEET SIGN AND POST SUMMARY N/A NONE SHEET SIGN & POST SUMMARY SIGN POST NO. / LINE PLAN SHEET SIGN LOCATION SIGN CODE IN) (IN x SIZE SIGN MOUNTED SIGN GROUND -U CHANNEL SQUARE ROUND 2 1/4" x 2 1/4" - 12 GA. (TYPE 1)3-IN. (OD) ALUMINUM TUBE, NON-FLUTED POST LENGTH POST LENGTH REINFORCED ANCHOR 0.080"0.100"0.125"0.080"1 2 POST LENGTH (FT)POST LENGTH (FT)POST LENGTH FT.FT.FT.1 2 1 TOTAL (FT) SHEET SIGN & POST SUMMARY SIGN POST NO. / LINE PLAN SHEET SIGN LOCATION SIGN CODE IN) (IN x SIZE SIGN MOUNTED SIGN GROUND -U CHANNEL SQUARE ROUND 2 1/4" x 2 1/4" - 12 GA. (TYPE 1)3-IN. (OD) ALUMINUM TUBE, NON-FLUTED POST LENGTH POST LENGTH REINFORCED ANCHOR 0.080"0.100"0.125"0.080"1 2 POST LENGTH (FT)POST LENGTH (FT)POST LENGTH FT.FT.FT.1 2 1 TOTAL (FT) Line "PR-RL2" 204+00 RT.W2-6 30x30 6.25 12.5 12.5 W16-8P 36x 8 2 W13-1P 18x18 2.25 204+47 LT.R2-1 30x36 7.5 11.0 11.0 205+00 RT.R3-8 30x30 6.25 10.5 10.5 205+98 RT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 206+20 LT W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 206+44 LT.D1-1d 48x10 3.34 9.0 Dec. Street Sign Assembly 206+46 RT.R1-2 36x36 3.9 10.5 10.5 206+49 RT.R1-2 36x36 3.9 10.5 10.5 206+87 CTR.R6-1(R )54x18 6.75 6.5 6.5 206+91 CTR.R6-1(R )54x18 6.75 6.5 6.5 207+25 CTR.R6-1(R )54x18 6.75 6.5 6.5 207+24 CTR.R6-1(R )54x18 6.75 6.5 6.5 207+62 LT.R1-2 36x36 3.9 10.5 10.5 207+68 RT.D1-1d 48x10 4.03 9.0 Dec. Street Sign Assembly 207+69 LT.R1-2 36x36 3.9 11.0 10.5 207+90 RT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 208+13 LT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 208+90 RT.W9-1 36x36 9 12.0 12.0 209+10 LT.R3-8 30x30 6.25 10.5 10.5 209+41 CTR.R6-1(R )54x18 6.75 9.5 9.5 209+90 RT.W4-2 36x36 9 12.0 12.0 210+05 LT.W2-6 30x30 6.25 12.5 12.5 W16-8P 36x 8 2 W13-1P 18x18 2.25 212+15 RT.R5-1 30x30 6.25 10.5 10.5 R3-7bP 24x12 2 212+79 CTR.R6-1(R )54x18 6.75 9.5 9.5 213+75 RT.R2-1 30x36 7.5 11.0 11.0 216+76 LT.R1-1 30x30 6.25 10.5 10.5 217+35 LT.D3-1 48x10 3.34 9.5 Dec. Street Sign Assembly D3-1 48x10 3.34 Double Sided 217+72 RT.W11-2 30x30 6.25 11.5 11.5 W8-MOD 24x12 2 218+03 LT.W11-2 30x30 6.25 11.5 11.5 W8-MOD 24x12 2 222+85 LT.W11-8 30x30 6.25 10.5 10.5 224+95 RT.R4-7 24x30 5 10.5 10.5 227+68 RT.R6-1(R )54x18 6.75 9.5 9.5 227+98 RT.W11-2 30x30 6.25 11.5 11.5 W8-MOD 24x12 2 228+18 LT.W11-2 30x30 6.25 11.5 11.5 W8-MOD 24x12 2 231+20 RT.R5-1 30x30 6.25 13.0 13.0 R3-7bP 24x12 2 231+20 CTR.W4-2 36x36 9 12.0 12.0 232+20 LT.W9-1 36x36 9 12.0 12.0 Line "PR-S4A" 49+90 RT.W2-6 30x30 6.25 12.5 12.5 W16-8P 42x 8 2.34 W13-1P 18x18 2.25 50+75 LT.R4-7 24x30 5 10.5 10.5 51+38 RT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 51+58 LT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 51+62 RT.R1-2 36x36 3.9 10.5 10.5 51+70 LT.D1-1d 48x10 3.34 9.0 Dec. Street Sign Assembly 53+19 RT.D1-1d 48x10 3.34 9.0 Dec. Street Sign Assembly 53+25 LT.R1-2 36x36 3.9 11.0 11.0 53+32 RT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 53+49 LT.W11-2 30x30 6.25 11.5 11.5 W16-7P 24x12 2 54+08 RT.R4-7 24x30 5 10.5 10.5 54+90 LT.W2-6 30x30 6.25 12.5 12.5 W16-8P 42x 8 2.34 W13-1P 18x18 2.25 Totals 130.0 116.0 21.0 533.0 46.0 LED SIGN LED SIGN 75.0 PUSH BUTTON ASSEMBLY WITH 4 LEDs 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Line "PR-S4A" Line "PR-RL2"206+15 206+29 207+82 207+98 217+83 217+97 228+04 228+17 51+41 51+55 53+35 53+47 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 74 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SS.01.dgn8/7/2017 11:48:15 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 244.8 12.1 4 8.2 4 4.1 4.8 2842 Identifier : W16-8P; 1.5" Radius, 0.4" Border, 0.4" Indent, Black on Yellow; [Range Line Rd] B; Table of letter and object lefts. R 4.8 a 7.2 n 10.0 g 12.6 e 15.2 L 20.9 i 23.2 n 24.8 e 27.4 R 33.1 d 35.5 Range Line Rd 243.9 20.2 4 4 3.9 2836 Identifier : W16-8P; 1.5" Radius, 0.4" Border, 0.4" Indent, Black on Yellow; [Executive Dr] B; Table of letter and object lefts. E 3.9 x 6.2 e 8.8 c 11.2 u 13.8 t 16.3 i 18.5 v 19.8 e 22.4 D 28.1 r 30.8 Executive Dr 1.0" Border, Black on White; Standard Arrow Custom 7.2" X 6.0" 46{; [Executive Dr] Times New Roman specified length; 262.1 25.8 4 5.2 262 5.8 3.1 2210Executive Dr 48 262.1 14.3 3 9.3 3 5.4 262 5.8 3.1 221048 1.0" Border, Black on White; Standard Arrow Custom 7.2" X 6.0" 46{; Range Line Rd [Range Line Rd] Times New Roman specified length; 262 17.8 4 12.1 4 6.1 2 21048 1.0" Border, Black on White; [Range Line Rd] Times New Roman specified length; Range Line Rd 3.1125.032.78 24.24 2.98 1.863030 R3-8LT_TR_30x30; 2.25" Radius, 0.88" Border, 0.63" Indent, Black on White; 263 27.1 5.4 9.5 3 21048 1.0" Border, Black on White; [Gradle Dr] Highway E 2K specified length; Gradle D r 2.82.35.1 13.8 1.62.32 20 5.1 2 31224 1.5" Radius, 0.9" Border, 0.6" Indent, Black on Yellow; [RAISED] F; [CROSSWALK] Highway F 2K; Table of letter and object lefts. R 5.1 A 7.7 I 10.7 S 11.8 E 14.5 D 16.8 C 2.0 R 4.1 O 6.2 S 8.6 S 10.7 W 12.8 A 15.4 L 18.0 K 19.9 R A IS ED CROSSW A LK TJM NRM TJM NRM SHEET SIGN AND POST SUMMARY N/A NONE BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 75 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SS.02.dgn8/7/2017 11:48:16 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 1 Revised 8/07/2017 - Sheet Replaced with Sheet 76-A TJM NRM TJM NRM SUMMARY OF QUANTITIES AND APPROACH TABLE N/A NONE SUMMARY OF QUANTITIES AND APPROACH TABLE (STATION) LOCATION CLASS) TYPE OR (APPROACH DESCRIPTION WIDTHLENGTHRADIILINEBEYOND R/WDISTANCER/W LINE SURFACE BEYOND NURSERYSODDING,ASPHALTMILLING,ASPHALTMILLING,SHOWN) 10% NOT (LESS THAN GRADE HMA MATERIAL FOR ROADS:HMA, TYPE CWIDENING WITHTACK COATASPHALT FORJOINT ADHESIVE SEALANTLIQUID ASPHALTWITH PCC BASEWIDENINGTREATMENTSUBGRADEAPPROACHESPCCP FORNO. 53AGGREGATECOMPACTEDNO. 53AGGREGATECOMPACTEDTRUCK APRONPAVEMENT,CONCRETEDECORATIVECONCRETESIDEWALK,PATHSHARED-USEREMARKS BASEAGGREGATECOMPACTEDHMACONCRETESURFACE INTERM.BASE INTERM.BASE TYPE C, 9.5 mm TYPE C, 19.0 mm TYPE C, 25.0 mm TYPE C, 19.0 mm TYPE C, 25.0 mm MAINLINE MAINLINE MAINLINE MAINLINE MAINLINE DEPTH DEPTH "W""L""R"1.5 IN.VAR.1 2 165 #/SYS 275 #/SYS 385 #/SYS 250 #/SYS 330 #/SYS SURFACE INTERM.6 IN.IC II 6 in.9 in.6 IN.10 IN.7 IN.4 IN. ft.ft.ft.ft.SYS.SYS.SYS.%%TON TON TON TON TON TON TON LFT LFT LFT SYS.SYS.SYS.SYS.SYS.TON TON SYS.SYS.SYS. Line "PR-RL2"4,078 9,040 433 1,218 532 626 592 595 82 6 5,791 1,681 5,791 572 6,747 28 113 202 222 1,545 203+91.50 Lt.Class III Dirve 48.1 18.9 30 127 127 205+52.00 Lt.Parallel Parking 8 13.0 3 3 117 117 208+68.60 Lt.Class III Drive 23.2 49.3 10 20 28.1 X -14 119 119 209+49.00 Lt.Street Approach 20.3 41.9 30 140 210+25.50 Lt.Class III Drive 20.2 30.2 10 20 14.6 X 61 61 210+85.90 Rt.Mod. Class III 26.9 24.3 25 20 46 46 211+27.40 Lt.Mod. Class III 11.7 34.0 10 15 19.0 X -12 40 40 211+68.30 Lt.Mod. Class III 14.9 29.0 8.3 14.0 X -13 41 41 214+46.00 Lt.Mod. Class III 25.1 20.3 30 50 50 214+81.80 Lt.Mod. Class III 25.4 20.3 15 1.3 X 45 45 217+07.70 Lt.Street Approach 40.1 17.1 30 20 101 218+93.00 Lt.Mod. Class III 29.2 28.2 20 -14 132 132 219+52.30 Lt.Mod. Class III 38.4 30.6 55.3 209 209 220+25.00 Lt.Parallel Parking 8 120.0 3 3 107 107 Line "PR-S4A"1,342 229 190 84 107 98 310 93 1 121 67 121 24 912 338 TOTALS 5,420 9,269 623 1,302 639 724 902 688 82 7 5,912 1,748 5,912 596 7,900 1,094 224 870 28 113 202 560 1,545 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 76 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.AP.01.dgn8/7/2017 11:48:17 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 1 1 Revised 8/07/2017 - Replaces Sheet 76 Revised 8/11/2017 - Revised as shown 2 2 2 2 2 2 TJM NRM TJM NRM SUMMARY OF QUANTITIES AND APPROACH TABLE N/A NONE 76-A SUMMARY OF QUANTITIES AND APPROACH TABLE (STATION) LOCATION CLASS) TYPE OR (APPROACH DESCRIPTION WIDTHLENGTHRADIILINEBEYOND R/WDISTANCER/W LINE SURFACE BEYOND NURSERYSODDING,ASPHALTMILLING,ASPHALTMILLING,SHOWN) 10% NOT (LESS THAN GRADE HMA MATERIAL FOR ROADS:HMA, TYPE CWIDENING WITHTACK COATASPHALT FORBASE SEALJOINT ADHESIVE SEALANTLIQUID ASPHALTWITH PCC BASEWIDENINGTREATMENTSUBGRADEAPPROACHESPCCP FORNO. 53AGGREGATECOMPACTEDNO. 53AGGREGATECOMPACTEDTRUCK APRONPAVEMENT,CONCRETEDECORATIVECONCRETESIDEWALK,REMARKS BASEAGGREGATECOMPACTEDHMACONCRETESURFACE INTERM.BASE INTERM.BASE TYPE C, 9.5 mm TYPE C, 19.0 mm TYPE C, 25.0 mm TYPE C, 19.0 mm TYPE C, 25.0 mm MAINLINE MAINLINE MAINLINE MAINLINE MAINLINE DEPTH DEPTH "W""L""R"1.5 IN.VAR.1 2 165 #/SYS 275 #/SYS 385 #/SYS 250 #/SYS 330 #/SYS SURFACE INTERM.6 IN.IC II 6 in.9 in.6 IN.10 IN.7 IN.4 IN. ft.ft.ft.ft.SYS.SYS.SYS.%%TON TON TON TON TON TON TON TON LFT LFT LFT SYS.SYS.SYS.SYS.SYS.TON TON SYS.SYS. Line "PR-RL2"4,251 9,176 433 1,165 529 623 666 676 82 7 4 5,791 1,681 5,791 625 6,898 28 113 202 238 203+91.50 Lt.Class III Dirve 48.1 18.9 30 30 127 127 205+52.00 Lt.Parallel Parking 8 13.2 3 3 117 117 208+68.60 Lt.Class III Drive 23.2 49.3 20 10 28.1 X -14 119 119 209+49.00 Lt.Street Approach 20.3 41.9 30 30 140 210+25.50 Lt.Class III Drive 20.2 30.2 20 10 14.6 X 61 61 210+85.90 Rt.Mod. Class III 26.9 24.3 25 20 46 46 Modified Radii 211+27.40 Lt.Mod. Class III 11.7 34.0 15 10 19.0 X -12 40 40 Modified Radii 211+68.30 Lt.Mod. Class III 14.9 29.0 15 10 14.0 X -12.8 41 41 Modified Radii 214+46.00 Lt.Mod. Class III 25.1 20.3 5.3 50 50 Modified Radii 214+81.80 Lt.Mod. Class III 25.4 20.3 15 1.3 X 45 45 Modified Radii 217+07.70 Lt.Street Approach 40.1 17.1 20 30 101 218+93.00 Lt.Mod. Class III 29.2 28.2 20 -14 132 132 Modified Radii 219+52.30 Lt.Mod. Class III 38.4 30.6 55 209 209 Modified Radii 220+25.00 Lt.Parallel Parking 8 120.0 3 3 107 107 222+43.40 Lt.Mod. Class III 19.2 10.5 30 3 28 28 Modified Radii Line "PR-S4A"1,342 299 190 84 107 98 120 122 1 1 121 67 121 24 912 338 TOTALS 5,593 9,475 623 1,249 636 721 786 798 82 8 5 5,912 1,748 5,912 649 8,051 1,122 224 898 113 202 576 682 28 682 6,254 7,407 4,076 5,418 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.AP.01-A.dgn8/11/2017 5:33:49 AMnmurphyIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 PROPOSED LEGEND PROPOSED WATER MAIN COMPLETE HYDRANT ASSEMBLY SHORT SIDE SERVICE GATE VALVE TEE MJ PLUG MJ CAP THRUST BLOCK SS 11.25° MJ BEND 22.5° MJ BEND 45° MJ BEND LONG SIDE SERVICELS TC MAG WV MON MONLDLD MON MONTT WM MON GMLD H CC-TR MAG WV WVPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZPZZZ12" rcp12" rcp30" rcp30" rcp 15" rcp 4" cpp15" rcp 4" cpp4" cpp15" rcp 12" rcp24" rcp12" rcp24" rcp 24" rcp15" rcp15" rcp 12" rcp 12" rcp12" rcp12" rcp 12" rcp12" rcp205+00204+00206+00207+00208+00+90.6 L T. Adjust Casting to Grade Str. No. 100 Adjust Casting to Grade Str. No. 102+92.0 RT.+94.5 RT.Inlet, Type "J-10" & 54' of 12" Pipe Req'd Str. No. 104 +02.0 LT.Str. No. 105 Inlet, Type "J-10" & 39' of 12" Pipe Req'd Str. No. 111 +89.0 LT.See Line "PR-S4A" Str. No. 138 +8 5 . 0 R T . Inlet, Type "J-10" & 34' of 12" Pipe Req'd Str. No. 110 Inlet, Type "J-10" & 38' of 12" Pipe Req'd Str. No. 106 +45.0 LT . See Line "PR-S4A" Str. No. 139 +70.0, 0.0' LT.Manhole, Type "C-4" & 38' of 12" Pipe Req'd Str. No. 109 +90.4, 32.7' LT.+17.6,51.7' LT.+24.4,56.7' LT.See Line "PR-S4A" Str. No. 141 +29.6 ,4.4 ' RT . See Line "PR-S4A" Str. No. 140 Reconstruct Manhole 2.0' Lft. Str. No. 107 Str. No. 108 Str. No. 112 Adjust Casting to Grade Str. No. 108A+6 5 . 0 , 6 9 ' R T . Str. No. 109A +7 5 . 0 , 62. 5 ' R T . Reconstruct Manhole 3.0 Lft. Casting, 13, Furnish and Adjust to Grade Str. No. 101 +81.4 ,32.8 ' LT . Manhole, Type "C-2" & 2' of 12" Pipe Req'd Manhole, Type "C-2" & 10' of 12" Pipe Req'd Reconstruct Manhole 1.0 Lft. (Rotate Mh. Cone as Req'd to Orient Lid Outside of Proposed Curb Line) Str. No. 103 Manhole, Type "C-10" & 20' of 12" Pipe Req'd SS INSTALL (1) 12" GATE VALVE (1) 12x8 MJ TEE (1) 8" GATE VALVE EX. 12" DI 12" CONNECTION RETIRE IN PLACE NEW HYDRANT ASSEMBLY 22.5° MJ BEND RETIRE HYDRANT 8" CONNECTION NEW HYDRANT ASSEMBLY RELOCATE METER PIT INSTALL NEW SERVICE INSTALL (1) 12" GATE VALVES (1) 12x8 MJ TEE (1) 8" GATE VALVE INSTALL 495 LFT OF 12" DI INSTALL 111 LFT OF 8" DI INSTALL 134 LFT OF 8" DI 22.5° MJ BEND 11.25° MJ BEND D.E.B. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL D.E.B. R.T.B. T.E.N. 7/28/17 VERTICAL SCALE -- . -- W4 WPO N TE E. SINTE E T RINE N GEER A NDNI LONAOE F I SS I A STATE OF 19700381 RGE DE RRT PRDIRECTORY PATH: R:\Active\Carmel\Carmel Utilities\Cad\Rangeline Road\Executive And Rangeline\PLANSFILENAME: Water Plans.dwgDATE/USER: 8/7/2017 11:18 AM / TybennettWATER RELOCATION PLANS Development ConsultantsTransportation & N/A N/A 1"=20' W1MATCH LINE 208+75NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS. 2.CONTRACTOR TO VERIFY EXISTING ELEVATION AT HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY. 3.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 AND ELIMINATION OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED ROAD IMPROVEMENTS. 6.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND UTILITIES. 7.54" IS THE MINIMUM COVER FOR ALL WATER LINES FROM PROPOSED GRADE. HOWEVER DUE TO EXISTING AND/OR PROPOSED UTILITIES, STORM OR SEWER PIPE ALLOWANCES HAVE BEEN SHOWN ON THE PROFILE WITH LESS THAN 18" OF COVER FROM PROPOSED STORM PIPE. ANY OTHER ALTERATIONS TO THE PLAN AND PROFILE MUST BE EITHER APPROVED BY CARMEL WATER UTILITY OR THE DESIGN ENGINEER. 8.CONTRACTOR CAN DEFLECT 12" DI PIPE AS NEEDED WITHIN PIPE MANUFACTURED SPECIFICATIONS. MJ BENDS MAY BE REQUIRED IF PIPE DEFLECTED EXCEEDS MANUFACTURED SPECIFICATIONS. 77 114 MONT RB-0 WV PPST PPST MONCT WV WV WM WV WM RB-0C H24" rcp 15" rcp15" rcp15" rcp12" rcp12" rcp12" rcp12" rcp18" rcp 12" rcp 8" vcp8" vcp 15" rcp12" rcp 12" rcp12" rcp12" rcp12" rcp209+00Str. No. 120 Adjust Casting to Grade+39.5 RT.Str. No. 121 Adjust Casting to Grade +54.6 LT.Str. No. 114 Adjust Casting to Grade Inlet, Type "M-10" & 28' of 12" Pipe Req'd Str. No. 115+90 .0 RT .+84.5 RT . Inlet, Type "J-10" & 2' of 12" Pipe Req'd Str. No. 119+90.0 LT.+49.5, 45.5' RT.Str. No. 113 Manhole, Type "C-4" & 2' of 12" Pipe Req'd+56.2, 39.2' LT.+57.2, 31.6' LT.+93.7, 25.2' RT.+39.6, 22.9' RT.+90.0 , 47 .5 ' LT .+15.5, 31.6' LT.+85.0 LT.Str. No. 113A Inlet, Type "J-10" & 2' of 12" Pipe Req'd Str. No. 116 Manhole, Type "C-2" & 34' of 12" Pipe Req'd Str. No. 117 Inlet, Type "M-10" & 20' of 12" Pipe Req'd Str. No. 118 +51.5, 29.5 ' RT. Inlet, Type "E-7" & 12' of 12" Pipe Req'd (Connect Exist. Pipe to East) Str. No. 201 (to Remain as is) Str. No. 122 Flat Casting Req'd, Furnish & Adjust to Grade Str. No. 124 Flat Casting Req'd, Furnish & Adjust to Grade Str. No. 200 Flat Casting Req'd, Furnish & Adjust to Grade SS LS INSTALL (2) 12" GATE VALVES (1) 12x6 MJ TEE (1) 6" GATE VALVE NEW HYDRANT ASSEMBLY RETIRE HYDRANT6" CONNECTION INSTALL 525 LFT OF 12" DI INSTALL 32 LFT OF 6" DI RETIRE IN PLACE 22.5° MJ BEND210+00211+00212+00213+00214+002" SERVICE ON WELL SERVICED FROM SHOSHONE WM WM WM2" SERVICE SERVICED FROM BACK OF BUILDING SS PROPOSED LEGEND PROPOSED WATER MAIN COMPLETE HYDRANT ASSEMBLY SHORT SIDE SERVICE GATE VALVE TEE MJ PLUG MJ CAP THRUST BLOCK SS 11.25° MJ BEND 22.5° MJ BEND 45° MJ BEND LONG SIDE SERVICELS D.E.B. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL D.E.B. R.T.B. T.E.N. 7/28/17 VERTICAL SCALE -- . -- W4 WPO N TE E. SINTE E T RINE N GEER A NDNI LONAOE F I SS I A STATE OF 19700381 RGE DE RRT PRDIRECTORY PATH: R:\Active\Carmel\Carmel Utilities\Cad\Rangeline Road\Executive And Rangeline\PLANSFILENAME: Water Plans.dwgDATE/USER: 8/7/2017 11:18 AM / TybennettWATER RELOCATION PLANS Development ConsultantsTransportation & N/A N/A 1"=20' W2MATCH LINE 214+00MATCH LINE 208+75NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS. 2.CONTRACTOR TO VERIFY EXISTING ELEVATION AT HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY. 3.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 AND ELIMINATION OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED ROAD IMPROVEMENTS. 6.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND UTILITIES. 7.54" IS THE MINIMUM COVER FOR ALL WATER LINES FROM PROPOSED GRADE. HOWEVER DUE TO EXISTING AND/OR PROPOSED UTILITIES, STORM OR SEWER PIPE ALLOWANCES HAVE BEEN SHOWN ON THE PROFILE WITH LESS THAN 18" OF COVER FROM PROPOSED STORM PIPE. ANY OTHER ALTERATIONS TO THE PLAN AND PROFILE MUST BE EITHER APPROVED BY CARMEL WATER UTILITY OR THE DESIGN ENGINEER. 8.CONTRACTOR CAN DEFLECT 12" DI PIPE AS NEEDED WITHIN PIPE MANUFACTURED SPECIFICATIONS. MJ BENDS MAY BE REQUIRED IF PIPE DEFLECTED EXCEEDS MANUFACTURED SPECIFICATIONS. 78 114 MB MONC MAG MONT H CC-TR H H MB WV RB-0 WV RB-0 WV H8" vcp 12" rcp8" pvc 12" rcp 12" rcp12" rcp 12" rcp12" rcp 12" pvc 6" pvc 15" rcp 30" rcp30" rcp12" rcp6" vcp8" vcp +48.7, 16.5' RT.Str. No. 125 Adjust Casting to Grade+60.3 LT.Inlet, Type "J-10" & 22' of 12" Pipe Req'd Str. No. 127 +75.0 LT.+50.1, 30.9' LT.+50.4, 31.2' LT.Str. No. 129 Adjust Casting to Grade +51.5 RT.Str. No. 126A Adjust Casting to Grade Inlet, Type "J-10" & 20' of 12" Pipe Req'd Str. No. 128+75.0 RT.Str. No. 202 (to Remain as is) Str. No. 126 Flat Casting Req'd, Furnish & Adjust to Grade RETIRE IN PLACE NEW HYDRANT ASSEMBLY NEW HYDRANT ASSEMBLYINSTALL 525 LFT OF 12" DI INSTALL (3) 12" GATE VALVES (1) 12x12 MJ TEE 10" CONNECTION INSTALL 52 LFT OF 12" DI 45° MJ BEND INSTALL (2) 12" GATE VALVES (1) 12x6 MJ TEE (1) 6" GATE VALVE 6" CONNECTION INSTALL 35 LFT OF 6" DI RETIRE HYDRANT214+00215+00216+00217+00218+00219+00 WMSS VACANT LOT VACANT LOT WMSS EX. 10" DI WMMETER PIT CHECK FEED SERVICED FROM NAPPANEE PROPOSED LEGEND PROPOSED WATER MAIN COMPLETE HYDRANT ASSEMBLY SHORT SIDE SERVICE GATE VALVE TEE MJ PLUG MJ CAP THRUST BLOCK SS 11.25° MJ BEND 22.5° MJ BEND 45° MJ BEND LONG SIDE SERVICELS D.E.B. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL D.E.B. R.T.B. T.E.N. 7/28/17 VERTICAL SCALE -- . -- W4 WPO N TE E. SINTE E T RINE N GEER A NDNI LONAOE F I SS I A STATE OF 19700381 RGE DE RRT PRDIRECTORY PATH: R:\Active\Carmel\Carmel Utilities\Cad\Rangeline Road\Executive And Rangeline\PLANSFILENAME: Water Plans.dwgDATE/USER: 8/7/2017 11:18 AM / TybennettWATER RELOCATION PLANS Development ConsultantsTransportation & N/A N/A 1"=20' W3MATCH LINE 219+25MATCH LINE 214+00NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS. 2.CONTRACTOR TO VERIFY EXISTING ELEVATION AT HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY. 3.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 AND ELIMINATION OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED ROAD IMPROVEMENTS. 6.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND UTILITIES. 7.54" IS THE MINIMUM COVER FOR ALL WATER LINES FROM PROPOSED GRADE. HOWEVER DUE TO EXISTING AND/OR PROPOSED UTILITIES, STORM OR SEWER PIPE ALLOWANCES HAVE BEEN SHOWN ON THE PROFILE WITH LESS THAN 18" OF COVER FROM PROPOSED STORM PIPE. ANY OTHER ALTERATIONS TO THE PLAN AND PROFILE MUST BE EITHER APPROVED BY CARMEL WATER UTILITY OR THE DESIGN ENGINEER. 8.CONTRACTOR CAN DEFLECT 12" DI PIPE AS NEEDED WITHIN PIPE MANUFACTURED SPECIFICATIONS. MJ BENDS MAY BE REQUIRED IF PIPE DEFLECTED EXCEEDS MANUFACTURED SPECIFICATIONS. 79 114 MAG MON MON WVT FP PPST PPST WM WV WV WV WV WV WV WM FP WM WV WM WM H CC-T30" rcp 12" rcp 12" cpp12" cpp12" cpp15" cpp12" rcp12" rcp15" rcp 12" rcp30" rcp 6" pvc30" rcp 6" pvc6" pv c 30" rcp 30" rcp 8" pvc12" pvc 12" pvc42" rcp12" rcp12" rcp33" rcp42 " r c p42" rcp8" vcp 6" pvc8" vcp 42" rcp33" rcp+71.0, 18.0' RT.Str. No. 203 (to Remain as is)+84.4, 18.4' RT.+72.1 , 18 .4 ' RT. Str. No. 129A +54.6, 31.4' LT.Str. No. 129B +64.5, 30.0' LT.Str. No. 204 (to Remain as is) Str. No. 205 (to Remain as is) (Do Not Disturb) (Do Not Disturb)220+00221+00222+00223+00224+00(2) 45° MJ BENDS NEW HYDRANT ASSEMBLY RETIRE IN PLACE INSTALL 455 LFT OF 12" DI SERVICED FROM BACK OF BUILDING SS SS SS RETIRE HYDRANT ASSEMBLY WMSS EX. 6" DI RETIRE VALVE PLUG AT TEE RETIRE VALVE EX. WATER MAIN IS DEEPER THAN 4.5' 12" CONNECTION PROPOSED LEGEND PROPOSED WATER MAIN COMPLETE HYDRANT ASSEMBLY SHORT SIDE SERVICE GATE VALVE TEE MJ PLUG MJ CAP THRUST BLOCK SS 11.25° MJ BEND 22.5° MJ BEND 45° MJ BEND LONG SIDE SERVICELS D.E.B. RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE DESIGNED: CHECKED: DRAWN: CHECKED: SURVEY BOOK CONTRACT DESIGNATION SHEETS of PROJECT BRIDGE FILEHORIZONTAL SCALE CITY OF CARMEL D.E.B. R.T.B. T.E.N. 7/28/17 VERTICAL SCALE -- . -- W4 WPO N TE E. SINTE E T RINE NGEER A NDNI LONAOE F I SS I A STATE OF 19700381 RGE DE RRT PRDIRECTORY PATH: R:\Active\Carmel\Carmel Utilities\Cad\Rangeline Road\Executive And Rangeline\PLANSFILENAME: Water Plans.dwgDATE/USER: 8/7/2017 11:26 AM / TybennettWATER RELOCATION PLANS Development ConsultantsTransportation & N/A N/A 1"=20' W4MATCH LINE 219+25NOTES 1.CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS. 2.CONTRACTOR TO VERIFY EXISTING ELEVATION AT HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY. 3.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 AND ELIMINATION OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED ROAD IMPROVEMENTS. 6.CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND UTILITIES. 7.54" IS THE MINIMUM COVER FOR ALL WATER LINES FROM PROPOSED GRADE. HOWEVER DUE TO EXISTING AND/OR PROPOSED UTILITIES, STORM OR SEWER PIPE ALLOWANCES HAVE BEEN SHOWN ON THE PROFILE WITH LESS THAN 18" OF COVER FROM PROPOSED STORM PIPE. ANY OTHER ALTERATIONS TO THE PLAN AND PROFILE MUST BE EITHER APPROVED BY CARMEL WATER UTILITY OR THE DESIGN ENGINEER. 8.CONTRACTOR CAN DEFLECT 12" DI PIPE AS NEEDED WITHIN PIPE MANUFACTURED SPECIFICATIONS. MJ BENDS MAY BE REQUIRED IF PIPE DEFLECTED EXCEEDS MANUFACTURED SPECIFICATIONS. 80 114 TJM NRM TJM NRM N/A NONE UNDERDRAIN TABLE UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS REMARKS PIPE LIMITSUNDERDRAINTYPE 4 PIPE UNDERDRAINSFORGEOTEXTILESUNDERDRAINSAGREGATE FORUNDERDRAINSHMA FORSPECIAL GRADELIMITUNDERDRAIN PIPEFLOW ELEVATION @REQUIREDOUTLET PIPETO STRUCTURE NO.UNDERDRAIN PIPECONNECTELEVATIONSTRUCTURE INVERTREQUIRED (1 OR 2)45 DEGREE ELBOWSPIPE6 IN OUTLETOUTLET STATIONOUTLET ELEVATIONPROTECTOR NO.OUTLET AT OUTLETOUTLET PROTECTORELEVATION ATDITCH FLOW LINENO.PIPE TO STRUCTURECONNECT OUTLETELEVATIONSTRUCTURE INVERTBACKFILLSTRUCTUREB BORROW FORUNDERDRAINHMA FORNO.____OUTLET PROTECTORTYPEOUTLET PROTECTORLOCATION 4 IN.6 IN.LEFTOUTSIDELEFTMEDIANRIGHTMEDIANRIGHTOUTSIDEFT.FT.SYS.CYS.TON (%)(Y/N)LFT.CYS.TONS LINE "PR-RL2" OUTSIDE LEFT 203+37.0 54.0 49 5 845.00 N 203+91.0 844.44 N 101 842.00 203+91.0 212.0 191 19 844.44 N 206+02.0 842.73 N 105 842.10 206+02.0 43.0 39 4 842.73 N 105 842.10 206+45.0 842.37 N 106 839.97 206+45.0 40.0 36 4 842.87 N Modified Depth 51+58.0 "PR-S4A" Rt.842.39 N 138 839.78 Modified Depth 51+64.0 "PR-S4A" Lt.80.0 72 7 841.96 N 139 837.55 207+90.0 842.16 N 111 839.39 207+90.0 195.0 176 18 842.16 N 209+85.0 840.53 N 116 840.02 209+90.0 64.0 58 6 840.53 N 118 840.00 210+54.0 841.00 N LINE "PR-RL2" OUTSIDE RIGHT 203+92.0 202.0 182 18 844.35 N 205+94.0 842.90 N 104 842.40 Modified Depth 205+94.0 96.0 86 9 842.79 N 104 842.40 Modified Depth 53+28.0 "PR-S4A" Rt.841.68 N 141 840.10 53+26.0 "PR-S4A" Lt.75.0 68 7 841.89 N 140 839.90 207+85.0 842.22 N 110 839.36 207+85.0 200.0 180 18 842.72 N Modified Depth 209+85.0 841.12 N 115 840.32 Modified Depth 209+90.0 49.0 44 4 841.12 N 119 840.34 Modified Depth 210+39.0 841.45 N Modified Depth TOTALS =1,310 1,181 119 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 81 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.UD.01.dgn8/7/2017 11:48:18 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 TJM NRM TJM NRM N/A NONE UNDERDRAIN TABLE UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS REMARKS PIPE LIMITSUNDERDRAINTYPE 4 PIPE UNDERDRAINSFORGEOTEXTILESUNDERDRAINSAGREGATE FORUNDERDRAINSHMA FORSPECIAL GRADELIMITUNDERDRAIN PIPEFLOW ELEVATION @REQUIREDOUTLET PIPETO STRUCTURE NO.UNDERDRAIN PIPECONNECTELEVATIONSTRUCTURE INVERTREQUIRED (1 OR 2)45 DEGREE ELBOWSPIPE6 IN OUTLETOUTLET STATIONOUTLET ELEVATIONPROTECTOR NO.OUTLET AT OUTLETOUTLET PROTECTORELEVATION ATDITCH FLOW LINENO.PIPE TO STRUCTURECONNECT OUTLETELEVATIONSTRUCTURE INVERTBACKFILLSTRUCTUREB BORROW FORUNDERDRAINHMA FORNO.____OUTLET PROTECTORTYPEOUTLET PROTECTORLOCATION 4 IN.6 IN.LEFTOUTSIDELEFTMEDIANRIGHTMEDIANRIGHTOUTSIDEFT.FT.SYS.CYS.TON (%)(Y/N)LFT.CYS.TONS LINE "PR-S4A" OUTSIDE LEFT 50+70.0 94.0 85 8 3.67% 838.51 N 136 838.00 51+64.0 841.96 N 53+26.0 52.0 47 5 841.89 N 53+78.0 841.20 N 142 839.40 53+84.0 158.0 142 14 841.20 N 144 839.67 55+26.4 843.68 N To North End of Curb & Gutter LINE "PR-S4A" OUTSIDE RIGHT 50+70.0 88.0 79 8 3.70% 838.65 N 137 838.14 51+58.0 841.89 N 53+28.0 50.0 45 5 841.68 N 53+78.0 841.19 N 143 839.60 53+84.0 141.0 127 13 841.19 N 145 839.87 55+18.0 844.69 N To South End of Curb & Gutter TOTALS =583 525 53 BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 82 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.UD.02.dgn8/7/2017 11:48:19 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 1 1 Str. No. 129A Adjust Casting to Grade Revised 8/07/2017 - Str. No. 129C Added TJM NRM TJM NRM STRUCTURE DATA TABLE N/A NONE STRUCTURE DATA NUMBERSTRUCTURELOCATION SIZE DESCRIPTION LENGTHSKEWFLOW LINE SERVICE LIFEDESIGNATIONSITEpHMETHODBACKFILLBACKFILLSTRUCTURETYPEBACKFILLFLOWABLETYPEGEOTEXTILESRIPRAPREVETMENTSCOUR PROTECTION STRUCTURESCLASS A, FORCONCRETE,INSPECTIONVIDEOSECTIONPIPE ENDEND SECTION GRATED BOX END SECTION SAFETY METAL NO.CONNECT TO STR.REMARKS STATION LEFTRIGHTCROSSOFFSETRCP CLASSSPECIALTY STRUCTURE AND TYPE MANHOLE, INLET, CATCH BASIN, OR COVERSTREAM UP STREAM DOWN DEPTHSUMPEGEOTEXTILRIPRAPFT IN LFT FT ELEV.ELEV.YR.CYS CYS SYS TON IN SYS TYPETONS CYS LFT EA TYPE SLOPE EA TYPESLOPE EA Line PR-RL2 100 203+90.4 x 32.7 Existing Manhole Adjust Casting to Grade 101 203+90.6 x Existing Inlet Casting Type 13, Furnish and Adjust to Grade 102 203+92.0 x Existing Inlet Adjust Casting to Grade 103 205+81.4 x 32.8 Existing Manhole Reconstruct Manhole 1 LFT, Rotate Manhole Cone as Req'd to Orient Lid Outside of Proposed Curb Line 104 205+94.5 x 12 III Inlet J-10 54 2.0 842.40 842.10 75 N/A 7 1 18.1 1 105 105 206+02.0 x 12 III Manhole C-10 20 1.6 842.10 842.00 75 N/A 7 1 5.7 1 103 106 206+45.0 x 12 III Inlet J-10 38 3.2 839.97 839.78 75 N/A 7 1 18.8 1 138 107 207+17.6 x 51.7 Existing Manhole Reconstruct Manhole 2 LFT 108 207+29.6 x 4.4 Existing Manhole Reconstruct Manhole 3 LFT 108A 207+65.0 x 69.0 12 III Manhole C-2 2 2.0 75 N/A 7 1 0.7 1 Connect to Exist. 12" Pipe 109 207+70.0 x 0.0 12 III Manhole C-4 38 2.3 839.19 839.00 75 N/A 7 1 14.2 1 108 109A 207+75.0 x 62.5 12 III Manhole C-2 10 2.0 840.43 840.38 75 N/A 7 1 3.2 1 108A Connect to Exist. 12" Pipe 110 207+85.0 x 12 III Inlet J-10 34 3.9 839.36 839.19 75 N/A 7 1 20.3 1 109 111 207+89.0 x 12 III Inlet J-10 39 3.8 839.39 839.19 75 N/A 7 1 22.7 1 109 112 208+24.4 x 56.7 Existing Manhole Adjust Casting to Grade 113 209+49.5 x 45.5 12 III Inlet E-7 12 1.3 840.18 840.14 75 N/A 7 1 2.0 1 113A 113A 209+51.5 x 29.5 12 III Manhole C-4 2 75 N/A 7 1 1.0 1 Connect to Exist. 12" Pipe 114 209+56.2 x 39.2 Existing Manhole Adjust Casting to Grade 115 209+84.5 x 12 III Inlet M-10 28 1.5 840.32 840.18 75 N/A 7 1 7.7 1 113A 116 209+85.0 x 12 III Inlet J-10 2 1.6 840.02 840.00 75 N/A 7 1 0.6 1 118 117 209+90.0 x 47.5 12 III Manhole C-2 34 2.0 839.90 839.70 75 N/A 7 1 11.4 1 114 118 209+90.0 x 12 III Inlet M-10 20 2.2 840.00 839.90 75 N/A 7 1 7.3 1 117 119 209+90.0 x 12 III Inlet J-10 2 1.5 840.34 840.32 75 N/A 7 1 0.5 1 115 120 210+39.5 x Existing Inlet Adjust Casting to Grade 121 210+54.6 x Existing Inlet Adjust Casting to Grade 122 210+57.2 x 31.6 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade 123 213+14.8 x Existing Inlet Adjust Casting to Grade 124 213+15.5 x 31.6 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade 125 216+60.3 x Existing Inlet Adjust Casting to Grade 126 217+50.1 x 30.9 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade 126A 217+51.5 x Existing Inlet Adjust Casting to Grade 127 217+75.0 x 12 III Inlet J-10 22 5.6 838.35 838.25 75 N/A 7 1 18.6 1 126 128 217+75.0 x 12 III Inlet J-10 20 3.4 841.60 841.50 75 N/A 7 1 10.5 1 126A 129 218+50.4 x 31.2 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade 129A 221+54.6 x 31.4 Existing Manhole Adjust Casting to Grade 129B 223+64.5 x 30.0 Existing Manhole Do Not Disturb 129C 221+54.6 x Existing Inlet Adjust Casting to Grade 130 225+40.5 x 28.3 Existing Manhole To Remain As Is 131 225+50.5 x 24.7 Existing Manhole To Remain As Is 131A 227+81.1 x 34.1 Existing Manhole Adjust Casting to Grade BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 83 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SD.01.dgn8/7/2017 11:48:19 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 TJM NRM TJM NRM STRUCTURE DATA TABLE N/A NONE Line "PR-RL2" 132 227+82.1 x 29.5 Existing Manhole To Remain As Is 133 228+24.0 x 12 III Inlet J-10 40 1.0 834.20 834.00 75 N/A 7 1 8.5 1 131A 134 229+51.2 x 25.2 Existing Manhole To Remain As Is 135 229+51.9 x 31.6 Existing Manhole To Remain As Is Line "PR-S4A" 136 50+70.0 x 12 III Inlet M-10 89 1.3 838.00 837.55 75 N/A 7 1 22.1 1 139 137 50+70.0 x 12 III Inlet J-10 27 1.2 838.14 838.00 75 N/A 7 1 6.4 1 136 138 51+59.0 x 12 III Inlet M-10 45 3.2 839.78 839.55 75 N/A 7 1 22.4 1 139 139 51+64.0 x 12 III Manhole C-10 30 4.1 837.55 837.40 75 N/A 7 1 18.7 1 107 140 53+26.0 x 12 III Inlet J-10 48 2.6 839.90 839.65 75 N/A 7 1 20.0 1 142 141 53+28.0 x 12 III Inlet J-10 48 2.4 840.10 839.85 75 N/A 7 1 18.8 1 143 142 53+78.0 x 15 III Manhole C-10 11 2.6 839.40 839.35 75 N/A 7 1 5.1 1 142A 142A 53+79.4 x 35.1 Existing Manhole Existing Manhole to Remain in Place 143 53+78.0 x 15 III Manhole C-10 36 2.4 839.60 839.40 75 N/A 7 1 15.7 1 142 143A 53+81.9 x 43.6 15 III Existing Inlet 21 3.0 839.70 839.60 75 N/A 7 1 11.0 1 143 Existing Inlet to Remain in Place 144 53+84.0 x 12 III Inlet J-10 2 2.6 839.67 839.65 75 N/A 7 1 0.8 1 142 145 53+84.0 x 12 III Inlet J-10 2 2.4 839.87 839.85 75 N/A 7 1 0.8 1 143 Existing Sanitary Line "PR-RL2" 200 211+93.7 x 25.2 Existing Sanitary Manhole Flat Casting Req'd, Furnish & Adjust to Grade 201 212+39.6 x 22.9 Existing Sanitary Manhole To Remain As Is 202 216+48.7 x 16.5 Existing Sanitary Manhole To Remain As Is 203 219+71.0 x 18.0 Existing Sanitary Manhole To Remain As Is 204 222+84.4 x 18.4 Existing Sanitary Manhole To Remain As Is 205 223+72.1 x 18.4 Existing Sanitary Manhole To Remain As Is 206 227+70.6 x 19.5 Existing Sanitary Manhole To Remain As Is 206A 230+18.4 x 18.5 Existing Sanitary Manhole To Remain As Is STRUCTURE DATA NUMBERSTRUCTURELOCATION SIZE DESCRIPTION LENGTHSKEWFLOW LINE SERVICE LIFEDESIGNATIONSITEpHMETHODBACKFILLBACKFILLSTRUCTURETYPEBACKFILLFLOWABLETYPEGEOTEXTILESRIPRAPREVETMENTSCOUR PROTECTION STRUCTURESCLASS A, FORCONCRETE,INSPECTIONVIDEOSECTIONPIPE ENDEND SECTION GRATED BOX END SECTION SAFETY METAL NO.CONNECT TO STR.REMARKS STATION LEFTRIGHTCROSSOFFSETRCP CLASSSPECIALTY STRUCTURE AND TYPE MANHOLE, INLET, CATCH BASIN, OR COVERSTREAM UP STREAM DOWN DEPTHSUMPEGEOTEXTILRIPRAPFT IN LFT FT ELEV.ELEV.YR.CYS CYS SYS TON IN SYS TYPETONS CYS LFT EA TYPE SLOPE EA TYPESLOPE EA BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK DESIGN ENGINEER DATE CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 84 FOR APPROVAL RECOMMENDED P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.SD.02.dgn8/7/2017 11:48:36 AMrclouseIndiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 7/31/2017 114 No. ANAIDNI DERETSIGER REENIGNE LANOISS EFORPSTATE OF Y HPRUM .R SALOHCIN 11400799 840 850 860 Ac = 0.3 Af = 11.0 Vc = 0 Vf = 0 Ab = 0.0 Vb = 0 840 850 860 Ac = 0.3 Af = 9.3 Vc = 0 Vf = 4 Ab = 0.0 Vb = 0 202+88.20 "PR-RL2" BEGIN INCIDENTAL CONSTRUCTION 88.20 202 Ex. R/W Ex. R/W R/W Temp. R/W 00.00 203 Ex. R/W Ex. R/W R/W Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 85 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:38 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 4.5 Af = 10.4 Vc = 4 Vf = 18 Ab = 0.0 Vb = 0 840 850 860 50.00 203 Ex. R/W Ex. R/W R/W Temp. R/W Ex. Bldg 203 88.39 Ex. R/W Ex. R/W 203+88.56 "PR-RL2" BEGIN PROJECT R/W 203+90.4 P.G.848.00P.G.848.00848.0848.0Str. No. 100 Inv. = 833.73 Temp. R/W L=18'-11" Class III Drive Req'd. 1.5% To Be Constructed By Developer LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 86 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:39 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 22.0 Af = 180.4 Vc = 25 Vf = 177 Ab = 57.4 Vb = 53 840 850 860 Ac = 7.5 Af = 33.7 Vc = 27 Vf = 198 Ab = 0.0 Vb = 53 Ex. Bldg 204 00 Ex. R/W Ex. R/W R/W P.G.847.91847.9P.G.847.91847.8Temp. R/W Ex. Bldg 204 50 Ex. R/W Ex. R/W R/W P.G.847.53847.1847.1P.G.847.53Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 87 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:39 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 4.6 Af = 113.5 Vc = 11 Vf = 136 Ab = 34.3 Vb = 32 840 850 860 Ac = 1.3 Af = 130.6 Vc = 5 Vf = 226 Ab = 29.6 Vb = 59 Ex. Bldg 205 00 Ex. R/W Ex. R/W R/W P.G.847.15846.3846.3P.G.847.15Temp. R/W 205 50 Ex. R/W Ex. R/W R/W P.G.846.76845.6845.6P.G.846.76Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 88 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:40 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 6.9 Af = 161.0 Vc = 8 Vf = 270 Ab = 17.8 Vb = 44 840 850 860 Ac = 42.3 Af = 234.2 Vc = 45 Vf = 364 Ab = 21.2 Vb = 36 206 00 Ex. R/W Ex. R/W "PR-S4A" MATCH LINE R/W 205+94.5 205+81.4 206+02.0 Inv. = 842.10 Inv. = 842.40 Inv. = 834.46 Inv. = 842.00 P.G.846.38845.0845.0P.G.846.38Str. No. 103 Str. No. 105 Str. No. 104 Temp. R/W 206 49.68 Ex. R/W Ex. R/W "PR-S4A" MATCH LINE "PR-S4A" MATCH LINE 206+45.0 Inv. = 839.97 P.G.846.00844.1P.G.846.00844.2Str. No. 106 Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 89 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:41 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 0.0 Af = 532.8 Vc = 39 Vf = 715 Ab = 30.2 Vb = 48 840 850 860 Ac = 26.8 Af = 205.3 Vc = 25 Vf = 683 Ab = 0.0 Vb = 28 840 850 860 Ac = 31.3 Af = 231.1 Vc = 15 Vf = 111 Ab = 0.0 Vb = 0 207 00 Ex. R/W "PR-S4A" MATCH LINE "PR-S4A" MATCH LINE Ex. Bldg 207 50 Ex. R/W Ex. R/W "PR-S4A" MATCH LINE R/W Ex. Bldg 207 63.75 Ex. R/W Ex. R/W R/W R/W 207+89.0 207+70.0 207+85.0 Inv. = 839.36Inv. = 839.19Inv. = 839.19Inv. = 839.39 P.G.846.00843.7P.G.846.00843.5Str. No. 110 Str. No. 109 Str. No. 111 Temp. R/W Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 90 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:41 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 11.1 Af = 155.0 Vc = 28 Vf = 259 Ab = 0.0 Vb = 0 840 850 860 Ac = 16.9 Af = 124.3 Vc = 26 Vf = 259 Ab = 0.0 Vb = 0 840 850 860 Ex. Bldg 208 00 Ex. R/W Ex. R/W R/W 845.67843.5P.G.845.67843.2P.G.R/W Temp. R/W Temp. R/W Ex. Bldg 208 50 Ex. R/W Ex. R/W R/W 845.22843.1P.G.845.22843.3P.G.R/W Temp. R/W Temp. R/W 10'-0"6'-0" L=49'-3" Class III Drive Req'd. Ex. R/W 1.5%9.5%208 68.6843.4P.G.845.0514.0% R/W Temp. R/W 6.5% 8'-0" LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 91 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:42 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 12.7 Af = 91.0 Vc = 27 Vf = 199 Ab = 0.0 Vb = 0 840 850 840 850 860 Ac = 15.5 Af = 52.2 Vc = 26 Vf = 133 Ab = 0.0 Vb = 0 209 00 Ex. R/W Ex. R/W R/W 844.77843.4P.G.844.77P.G.843.5R/W Temp. R/W Temp. R/W 1.5%4.5% 209 49.0843.9P.G.844.35L=41'-11" Street Approach Req'd. 15'-9" 209 50 Ex. R/W R/W 209+56.2 209+51.5 Inv. = 840.18 Inv. = 836.51 Inv. = 838.71 Inv. = 839.56 209+49.5844.34843.8P.G.844.34P.G.843.9Str. No. 113 Inv. = 840.14 Str. No. 113AStr. No. 114 Inv. = 839.70 Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 92 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:43 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 12.7 Af = 21.2 Vc = 26 Vf = 68 Ab = 0.0 Vb = 0 840 850 860 840 850 860 Ac = 11.2 Af = 26.1 Vc = 22 Vf = 44 Ab = 0.0 Vb = 0 210 00 Ex. R/W Ex. R/W 209+90.0 844.2P.G.844.25844.2P.G.844.25209+90.0 Inv. = 840.00Inv. = 839.90 209+90.0 Inv. = 840.34 Str. No. 119Str. No. 118 Str. No. 117 Temp. R/W Temp. R/W R/W 5'-11" Ex. R/W 1.5%8.6% 210 25.5P.G.844.2844.35Temp. R/W R/W 6.5% 8'-0" L=30'-2" Class III Drive Req'd. 210 50 Ex. R/W Ex. R/W P.G.844.55844.55844.4P.G.844.6R/W Temp. R/WTemp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 93 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/7/2017 11:48:44 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 840 850 860 Ac = 6.0 Af = 22.1 Vc = 16 Vf = 45 Ab = 0.0 Vb = 0 840 850 860 2 Revised 8/11/2017 - Revised Median 2 Vc = 30 Af = 13.0 Vf = 36 Ac = 20.9 2 2 Ex. R/W 0.3% 210 85.9 Temp. R/W L=24'-3" Mod. Class III Drive Req'd. 211 00 Ex. R/W Ex. R/W Temp. R/W Temp. R/W R/W 10'-0"6'-0" 9.5% 12.0% Ex.Ex. R/W 211 27.4 Temp. R/W R/W 8'-0" 6.5%1.5% L=34'-0" Mod. Class III Drive Req'd. LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 94 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:29 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 7.9 Af = 19.4 Vc = 13 Vf = 38 Ab = 0.0 Vb = 0 840 850 860 840 850 860 Ac = 5.7 Af = 20.1 Vc = 13 Vf = 37 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 Ac = 22.7 Vc = 40 Vf = 22 Af = 10.3 2 Ac = 22.2 Af = 11.8 Vf = 20Vc = 42 2 2 2 211 50 Ex. R/W Ex. R/WR/W Temp. R/W 10'-0" 6.5%9.5% Ex.Ex. R/W 211 68.3 R/WTemp. R/W 1.5% 6'-0"8'-0" 12.8% L=29'-0" Mod. Class III Drive Req'd. Ex. 212 00 Ex. R/W Ex. R/W R/WTemp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 95 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:30 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 850 860 Ac = 6.4 Af = 20.1 Vc = 11 Vf = 37 Ab = 0.0 Vb = 0 850 860 Ac = 6.1 Af = 25.2 Vc = 12 Vf = 42 Ab = 0.0 Vb = 0 850 860 Ac = 8.0 Af = 9.8 Vc = 13 Vf = 32 Ab = 0.0 Vb = 0 2 Vf = 23 2 Vf = 29 2 Vc = 41 Vf = 19 Af = 2.6 Ac = 21.6 Ac = 21.2 Ac = 23.0 2 Revised 8/11/2017 - Revised Median Af = 13.0 Vc = 41 Af = 18.1 Vc = 40 2 2 2 Ex. 212 50 Ex. R/W R/WTemp. R/W Ex. 213 00 Ex. R/W Ex. R/W R/WTemp. R/W Ex. Bldg 213 50 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 96 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:31 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 9.0 Af = 9.4 Vc = 16 Vf = 18 Ab = 0.0 Vb = 0 850 860 840 850 860 Ac = 14.8 Af = 8.5 Vc = 22 Vf = 17 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median Vc = 44 Af = 2.3 2 Vc = 37 Af = 1.4 Ac = 24.0 Vf = 5 Ac = 16.4 Vf = 3 2 2 2 2 Ex. Bldg 214 00 Ex. R/W Ex. R/W 1.1% Ex. R/W 214 46.0 L=20'-3" Mod. Class III Drive Req'd. 214 50 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 97 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:32 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 850 860 840 850 860 Ac = 9.1 Af = 10.9 Vc = 22 Vf = 18 Ab = 0.0 Vb = 0 840 850 860 Ac = 11.4 Af = 1.3 Vc = 19 Vf = 11 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 Vc = 37 Af = 3.6 2 Vc = 33 Ac = 23.8 Vf = 5 Vf = 5 2 2 1.5% Ex. R/W 214 81.8 Temp. R/W R/W L=20'-3" Mod. Class III Drive Req'd. 215 00 Ex. R/W Ex. R/WR/W Temp. R/W Ex. Bldg 215 50 Ex. R/W Ex. R/W R/W Temp. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 98 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:32 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 41.4 Af = 2.9 Vc = 49 Vf = 4 Ab = 0.0 Vb = 0 850 860 Ac = 5.9 Af = 4.6 Vc = 44 Vf = 7 Ab = 0.0 Vb = 0 840 850 860 Ac = 0.0 Af = 0.0 Vc = 5 Vf = 4 Ab = 0.0 Vb = 0 216 00 Ex. R/W Ex. R/W R/W Temp. R/W 216 50 Ex. R/W Ex. R/WR/W Temp. R/W 217 00 Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 99 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:33 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 850 860 840 850 860 Ac = 8.4 Af = 0.5 Vc = 8 Vf = 0 Ab = 0.0 Vb = 0 840 850 860 Ac = 8.5 Af = 8.5 Vc = 16 Vf = 8 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 Vc = 29 Af = 1.4Ac = 23.2 Vf = 2 2 217 07.7 10'-1" 1.5%8.1% L=17'-1" Street Approach Req'd. 217 50 Ex. R/W Ex. R/W Inv.= 836.14 Str. No. 126 217+50.1 218 00 Ex. R/W Ex. R/W 217+75.0 Str. No. 128 Inv. = 841.60 217+75.0 Str. No. 127 Inv. = 838.35 LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 100 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:34 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 8.2 Af = 8.5 Vc = 15 Vf = 16 Ab = 0.0 Vb = 0 840 850 860 840 850 860 Ac = 16.3 Af = 9.3 Vc = 23 Vf = 16 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 Vc = 43 Af = 1.4 2 Vc = 35 Af = 2.3 Ac = 23.0 Vf = 3 Ac = 14.9 Vf = 3 2 2 2 218 50 Ex. R/W Inv. = 835.09 218+50.4 Str. No. 129 Ex. R/W 1.5% 10'-6"10'-0"7'-8" 9.5%14.0% Temp. R/W L = 28'-2" Mod. Class III Drive Req'd 218 93 219 00 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 101 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:35 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 15.2 Af = 9.5 Vc = 29 Vf = 17 Ab = 0.0 Vb = 0 840 850 860 Ac = 0.0 Af = 8.1 Vc = 14 Vf = 16 Ab = 0.0 Vb = 0 1 1 Revised 8/07/2017 - Shared-Use Path Added Ac = 5.6 Vc = 19 Vf = 21 Af = 13.6 1 1 Drive Grading Revised 2 Revised 8/11/2017 - Revised Median 2 Vc = 27 Af = 1.0Ac = 14.5 Vf = 3 Vc = 32 Ac = 20.3 Af = 6.4 Vf = 7 2 2 2 2 219 50 Ex. R/W 1.5%6.0% L = 30'-7" Mod. Class III Drive Req'd Sta. 219+52.3 16'-1" 220 00 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 102 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:35 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 7.0 Af = 9.3 Vc = 6 Vf = 16 Ab = 0.0 Vb = 0 840 850 Ac = 6.9 Af = 9.4 Vc = 13 Vf = 17 Ab = 0.0 Vb = 0 840 850 Ac = 0.0 Af = 8.2 Vc = 6 Vf = 16 Ab = 0.0 Vb = 0 1 Revised 8/07/2017 - Shared-Use Path Added 1 1 1 Vf = 23 Vc = 23 Vf = 20 Ac = 6.9 Vf = 20 1 1 1 Ac = 12.1 Af = 11.2 Vc = 16 Ac = 12.2 Af = 10.1 Af = 11.5 Vc = 18 2 Revised 8/11/2017 - Revised Median 2 2 2 Ac = 27.1 Af = 4.0 Vc = 44 2 Vf = 10 Ac = 27.3 Af = 2.9 Vc = 50 Vf = 6 2 2 Ac = 21.9 Af = 4.3 Vc = 46 Vf = 7 2 2 2 Ex. Bldg 220 50 Ex. R/W Ex. R/W Ex. Bldg 221 00 Ex. R/W Ex. R/W Ex. 221 50 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 103 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:36 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 840 850 830 840 850 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 1 Revised 8/07/2017 - Shared-Use Path Added 1 1 1 Ac = 5.9 Af = 4.1 Ac = 7.2 Af = 6.4 Ac = 8.0 Vf = 9 Af = 3.0 1 1 1 Vc = 12 Vf = 14 Vc = 12 Vf = 10 Vc = 14 2 Revised 8/11/2017 - Revised Median Vc = 26 Vf = 8 2 Ex.Ex. Bldg 222 00 Ex. R/W Ex. R/W Ex. Ex. Bldg 222 50 Ex. R/W Ex. R/W Ex. Ex. Bldg 223 00 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 104 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:37 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 830 840 850 830 840 850 830 840 850 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 Ac = 0.0 Vc = 0 Ab = 0.0 Vb = 0Vf = 0 Af = 0.0 1 Revised 8/07/2017 - Shared-Use Path Added 1 Ac = 8.3 Vf = 4 Af = 1.0 1 Vc = 15 Vc = 2 2 2 Revised 8/11/2017 - Revised Median SUSPEND EARTHWORK AT 223+85.94 Ex. 223 50 Ex. R/W Ex. R/W 224 00 Ex. R/W Ex. R/W Ex. 224 50 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 105 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:38 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 830 840 850 Ac = 0.0 Af = 28.7 Vc = 0 Vf = 27 Ab = 0.0 Vb = 0 830 840 850 Ac = 0.0 Af = 19.1 Vc = 0 Vf = 44 Ab = 0.0 Vb = 0 830 840 850 Ac = 0.4 Af = 24.9 Vc = 0 Vf = 41 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median RESUME EARTHWORK AT 224+85.94 Af = 30.8 Vf = 16 2 Af = 21.2 Vf = 48 2 2 Af = 27.0 Vf = 45 2 2 2 Ex. Bldg 225 00 Ex. R/W Ex. R/W Ex. Bldg 225 50 Ex. R/W Ex. R/W Ex. Bldg 226 00 Ex. R/W Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 106 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:38 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 830 840 850 Ac = 0.5 Af = 24.8 Vc = 1 Vf = 46 Ab = 0.0 Vb = 0 830 840 850 Ac = 0.5 Af = 25.4 Vc = 1 Vf = 46 Ab = 0.0 Vb = 0 830 840 850 Ac = 0.0 Af = 30.1 Vc = 0 Vf = 51 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 2 2 Vf = 50 2 Vf = 50 2 Vf = 55 2 Af = 26.9 Af = 27.5 Af = 32.2 Ex. Bldg 226 50 Ex. R/W Ex. R/W Ex. Bldg 227 00 Ex. R/W Ex. R/W Ex. Fence 227 50 Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 107 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:39 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 830 840 850 Ac = 0.0 Af = 31.3 Vc = 0 Vf = 57 Ab = 0.0 Vb = 0 830 840 850 Ac = 4.6 Af = 29.5 Vc = 4 Vf = 56 Ab = 0.0 Vb = 0 830 840 850 Ac = 3.7 Af = 31.7 Vc = 8 Vf = 57 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 2 2 2 Af = 33.4 Vf = 61 2 Vf = 59 Ac = 3.6 Af = 30.6 Vc = 3 2 Vf = 59 Ac = 2.7 Af = 32.8 Vc = 6 Ex. Fence 228 00 Ex. R/W Ex. R/W 228+24.0 Str. No. 133 Inv. = 834.20 228 50 Ex. R/W 229 00 Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 108 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:40 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 830 840 850 Ac = 0.0 Af = 31.4 Vc = 3 Vf = 58 Ab = 0.0 Vb = 0 830 840 850 Ac = 4.6 Af = 25.0 Vc = 4 Vf = 52 Ab = 0.0 Vb = 0 840 850 Ac = 4.2 Af = 9.9 Vc = 8 Vf = 32 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 2 2 2 Af = 33.4 Vf = 61 2 Vf = 55 Ac = 3.6 Af = 26.1 Vc = 3 Vf = 34 Ac = 3.2 2 Af = 11.0 Vc = 6 Ex. 229 50 Ex. R/W Ex. R/W 00 230 Ex. R/W Ex. R/W 50 230 Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 109 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:41 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 4.1 Af = 2.4 Vc = 8 Vf = 11 Ab = 0.0 Vb = 0 840 850 860 Ac = 5.1 Af = 1.7 Vc = 5 Vf = 2 Ab = 0.0 Vb = 0 2 Revised 8/11/2017 - Revised Median 2 2 2 Vf = 13 Ac = 3.1 Af = 3.3 2 Ac = 3.6 Af = 2.0 Vc = 6 Vc = 4 Vf = 3 00 231 Ex. R/W 231+28.60 "PR-RL2" END CONSTRUCTION 231 28.6 Ex. R/W LINE "PR-RL2" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 110 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-RL2.01.dgn8/11/2017 8:48:42 AMnmurphy 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 Ac = 0.0 Af = 382.4 Vc = 0 Vf = 0 840 850 Ac = 0.0 Af = 513.2 Vc = 0 Vf = 663 840 850 Ac = 15.9 Af = 539.5 Vc = 15 Vf = 975 50+60.00 "PR-S4A" BEGIN CONSTRUCTION 50 60 Ex. 50+70.0 50+70.0 Inv. = 838.14Inv. = 838.00 841.0P.G.840.96Str. No. 136 Str. No. 137 Temp. R/W 51 00 R/W Ex.P.G.843.22P.G.843.22843.2843.2Temp. R/W Ex. 51 50 R/W P.G.845.04837.0P.G.845.04836.4LINE "PR-S4A" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 111 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-S4A.01.dgn8/7/2017 11:49:00 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 Ac = 17.5 Af = 588.0 Vc = 14 Vf = 483 840 850 860 Ac = 30.8 Af = 138.1 840 850 860 Ac = 3.1 Af = 71.4 Vc = 22 Vf = 134 Vc = 0 Vf = 0 Ex. 51 73.11 R/W 51+59.0 51+64.0 Inv. = 839.78 Inv. = 839.55 P.G.838.2845.30P.G.845.30837.4Str. No. 139 Str. No. 138 Inv. = 837.55 Temp. R/W 53 15.38 Ex. R/W Ex. R/WR/W R/W P.G.845.40843.6P.G.845.40843.653+28.0 Str. No. 141 Inv. = 840.10Inv. = 839.90 53+26.0 Str. No. 140 Temp. R/W Temp. R/W 53 50 Ex. R/W Ex. R/W R/WR/W P.G.844.80843.6P.G.844.80843.6LINE "PR-S4A" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 112 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-S4A.01.dgn8/7/2017 11:49:01 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Vf = 1 Af = 0.0Ac = 0.0 Vc = 2 55 50 Ex. R/W Ex. R/W 55+29.38 "PR-S4A" END CONSTRUCTION Temp. R/WTemp. R/W LINE "PR-S4A" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 113 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-S4A.01.dgn8/7/2017 11:49:01 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114 840 850 860 Ac = 1.7 Af = 48.7 Vc = 4 Vf = 111 840 850 860 Ac = 2.7 Vc = 4 Vf = 47 840 850 860 Ac = 3.6 Vc = 6 Af = 1.8 Af = 1.6 Vf = 3 54 00 Ex. R/W Ex. R/W 53+78.0 53+78.0 Inv. = 839.60Inv. = 839.40 P.G.844.69843.9P.G.844.69843.9Str. No. 143 Str. No. 14253+79.4 Str. No. 142A Inv. = 839.35 Temp. R/W Temp. R/W 54 50 Ex. R/W Ex. R/W 845.4P.G.845.54Temp. R/W Temp. R/W 55 00 Ex. R/W Ex. R/WTemp. R/W Temp. R/W LINE "PR-S4A" BRIDGE FILE DESIGNATION CONTRACT SURVEY BOOK CHECKED: DESIGNED:DRAWN: CHECKED: HORIZONTAL SCALE VERTICAL SCALE PROJECT of SHEETS 114 160 160 P:\2015\02101\D. Drawings\03 - Rangeline and Executive Dr\201502101.RD.CS.PR-S4A.01.dgn8/7/2017 11:49:01 AMrclouse 40 30 0 2010 130 120140 20150 9080 100 1201104030507060 110 8070 90 110100302040605070608010090 130120 14050 150 1301009080110130120 150140507060 CUT 40 FILL Scale: 1 inch = 10 feet CROSS SECTIONS 150 140 103020 Indiana_Shade.tblIndy-Pdf.pltcfgCITY OF CARMEL 16-ENG-38 CROSS SECTIONS 1" = 10'-0" TJM TJM NRM NRM 1" = 10'-0" 114