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Home My WebLink About20200709 Ver 1_G7c_SHPO_Sheets7_8_20200528CONCDRIVECONCDRIVEDRIVE GRAVEL DRIVE 100 YEAR FUTURE COMMUNITY 100 YEARFEMA FLOODWAYFEMA FLOODWAYFEMA FIRM MAPFLOOD LINE PER100 YEAR FEMA FIRM MAPFLOOD LINE PER FUTURE COMMUNITY FEMA FIRM MAPFLOOD LINE PER100 YEAR FEMA FIRM MAP FLOOD LINE PER FUTURE COMMUNITY FEMA FLOODWAYFEMA FIRM MAPFLOOD LINE PER FUTURE COMMUNITY FEMA FIRM MAPFLOOD LINE PER100 YEAR FEMA FLOODWAYFEMA FIRM MAPFLOOD LINE PER FUTURE COMMUNITY FEMA FIRM MAPFLOOD LINE PER100 YEAR FEMA FLOODWAY FEMA FLOODWAY FEMA FLOODWAY LINE PER FEMA FIRM MAP FUTURE COMMUNITY FLOOD FEMA 100 YRFRINGE 100 YRFEMA 100 YRFRINGE 100 YRFLOOD FRINGE 100 YR FUTURE COMMUNITYFOR CONSTRUCTION PLANS PREPARED BY: Landscape Management CLTWater CDOT - Implementation Engineering Services LOCATION MAP NTS Construction Administration Contract Administration Bid Set No. CITY ENGINEER APPROVED _________________ ________ DATE Project Features: Construction Plans of Proposed INDEX OF SHEETS CONVENTIONAL SIGNS VICINITY MAP ENGINEERING & PROPERTY MANAGEMENT ____________ ENGINEERING & PROPERTY MANAGEMENT RECOMMENDED Horz. Profile ............ Vert. Profile ............. Plan View ................. GRAPHIC SCALES 602040 602040 1248 Cross Section ........... 301020 Storm Water Services Planning Utility Coordinator CDOT - Design PE SEAL Record Drawings SURVEY PREPARED BY: N.C.B.E.L.S. License Number: F-0116 Charlotte, NC 28202 440 S. Church Street, Suite 1000 HDR Engineering, Inc. of the Carolinas INCOMPLETE PLANSDO NOT USE FOR ROW ACQUISITION Title Sheet ......................................................................................... 1 CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON STATE PLANE COORDINATES ESTABLISHED BY: NCGS MONUMENT OR CONTROL POINT WITH NAD 83(2011) STATE PLANE COORDINATES OF NORTHING:545585.400 EASTING: 1455089.241 ELEVATION NAVD: THE AVERAGE COMBINED GRID FACTOR USED ON THIS VERTICAL DATUM: NAVD 88 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. DATE RANGE OF SURVEY:10/22/2015 TO 10/22/2015 PROJECT (GROUND TO GRID) IS: 0.99844233 DO NOT USE FOR CONSTRUCTION ADT 2040 V 2018 STANDARD SPECIFICATIONS PRELIMINARY PLANS 2018 STANDARD SPECIFICATIONS PROJECT LENGTH = 1.009 MILES PROJECT LENGTH = 0.59 MILES NTS Proposed Guardrail ................................................................... Proposed Rip Rap Ditch .............................................................. Proposed Asphalt Pavement ........................................................ Proposed Pavement Removal ...................................................... Proposed Gravel ........................................................................... Tree Protection ............................................................................. Guy Wire ............................................................................................ Accessible Ramp ................................................................................... Existing Water Meter ............................................................................. Fence ................................................................ Proposed Edge of Pavement .......................... Existing Drop Inlet.................................................................................. Existing Utility Pole ................................................................................ Existing Storm Drainage ............................... Railroad Tracks .............................................. Slope Stake Line ............................................. Existing Gas Line ........................................... Existing Underground Telecommunications Existing Sanitary Sewer ................................ Proposed Storm Drainage ............................. Existing Water Line ....................................... Existing Gas Valve ................................................................................. Existing Sanitary Sewer Manhole ......................................................... Existing Water Valve ............................................................................. Existing Storm Drain Manhole .............................................................. Proposed Storm Drain Manhole ........................................................... Existing Telephone Manhole ................................................................. Existing Catch Basin .............................................................................. Proposed Catch Basin ............................................................................ Existing Light Pole ................................................................................. Temporary Construction Easement ............. Proposed Drop Inlet................................................................................ Existing Fire Hydrant ............................................................................ Iron Pin .................................................................................................... Existing Structures ......................................... Proposed Light Pole ................................................................................ Proposed Utility Pole .............................................................................. Existing Underground Electric ..................... Proposed Telephone Manhole ............................................................... Existing Electric Manhole ..................................................................... Proposed Electric Manhole ................................................................... Proposed Fire Hydrant .......................................................................... Existing Tree ........................................................................................... Proposed Sanitary Sewer Manhole ....................................................... Sidewalk/Utility Easement ..................... Storm Drainage Easement ............................ D T WM S GV WV T E E S Proposed Curb & Gutter, Conc. Drive, Sidewalk ................... Proposed Sidewalk Bridging Tree Roots .................................. Silt Fence ..................................................................................... Asphalt Milling ............................................................................ Sidewalk Cross Slope Transition ................................................ X Slope Easement Line ....................................... Maintained as R/W Line ................................ New Property Line .......................................... Retaining Wall Easement Line ...................... Access Easement Line ..................................... Existing Property Line .................................... PROJECT SITE Driveway Profiles ...................................................................... DP-1 Matheson Av M at heson A vN Brevard StW 30th St E 3 6t h St N Poplar St St Benard Av N Church St N Pine St Cullman AvCatalina AvN P oplar S t N Church St N Pine St M all or y StFais on AvN Poplar St C harl es A vGarrison St N Myers St Yadkin AvC h arles A v N McDowell St Jordan Pl Yadkin Av Le igh Av Pinckney AvW 23rd St E 27th StE 26th StW 24th StW 25th StW 28th StE 28th St W 26th StW 27th StW 29th StW 31st StW 32nd St E 33rd StE 34th St E 28th St E 35th St E 33rd StE 32nd St E 32nd St Matheson Av Matheson Avenue Streetscape 15+00 NORFOLK SOUTHERNCATS BLUE LI NE20+00 10+00 Sheet4 5Sheet 6Sheet Sheet7 8Sheet Sheet9 25+00 30+00 35+00 40+00LITTLE S UGAR CREEK-L- Sta. 41+40.69 End Project Matheson Ave. ADT 2016 14,400 22,800 35 MPH General Notes & Standard Drawings.............................................2 Typical Sections & Details.....................................................2A -2G 4 -16 TOTAL SHEETS 81 Plan & Profile Sheets ................................................................ Project No. PM512-16-051 Existing Overhead Electric ..................... -L- 28+45.01 Existing Bridge End -L- 34+30.48 Existing Bridge Begin -L- 35+67.84 Existing Bridge End Traffic Control Plans ............................................... TCP-1 - TCP-11 E 1459661.0310 N 548063.3295 -Y2- POT Sta. 14+32.59 -L- POC Sta. 39+65.10 = TIE EQUALITY E 1457912.5699 N 550441.4500 -Y1- POC Sta. 401+05.23 -L- POT Sta. 9+93.69 = TIE EQUALITY Storm Drainage Summary ................................................... 3A - 3B Cross Sections .............................................................. XS-1 - XS-29 -L- 20+60.76 Existing Bridge Begin 75% PLANS Erosion Control Plans ................................................. EC-1 - EC-15 -L- Sta. 8+08.83 Begin Project MATHESON AVENUE (-L-) -Y3- 11+38.70 Yadkin Avenue End Construction(-Y3-)AVEYADKIN (-Y2-)JORDAN PL.N. TRYON ST ( -Y1- )Project Name: Matheson Avenue Streetscape Project Number: PM512-16-051Erosion Control, Traffic Control, Pavement Markings, Structures Grading, Paving, Drainage, Curb & Gutter, Sidewalk, 9/9/2019 NAD 8 3 (2 0 1 1)1" = 20'7MATCHLINE -L- STA. 30+50 SEE SHEET8MATCHLINE -L- STA. 25+00 SEE SHEET62412SEE SHEETS AND FOR PROFILE VIEW13 STA. 25+00 TO STA. 30+50-L-OFNO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEETAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALE N.C.B.E.L.S. License Number: F-0116Charlotte, NC 28202440 S. Church Street, Suite 1000HDR Engineering, Inc. of the Carolinas600 East Fourth StreetCharlotte, North Carolina 28202Phone: (704) 336-2291Fax: (704) 336-6586ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTESCALELMPMJWPRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Plans Prepared For:BEPSTREETSCAPEMATHESON AVENUE512-16-0517-19-19DISTURBANCE (TYP.) LIMITS OF CHA IN L INK FENCE SDDSDPRIVACY FENCE2.5' C/GEPEPHW676.27 INVERT 48" RCPWOOD FENCE5' CHAIN LINK SIDEWALK EL=677.35 INV. 24" RCP HW INV OUT=720.59 RIM=724.21 CB INV OUT=720.00 INV IN=720.06 RIM=724.01 CB48" RCP48" RCP54" C MP???COLUMNSBRIDGESidewalk 15" RCP15" RCPSHEDTParcel No. 08306806R/W R/W (Per Blue Line) CONC SWALE HW675.99 INVERT 54" CMP STMH A15" RCPSTMH BYI CSTMH DDI EYI FSSMH ASSMH B24" RCPINV OUT=681.61 RIM=684.08 YI WOOD FRAME 1 STY BRICK/ FRAME WOOD 1 STY guardrail guardrail guardrail CONC SWALE INVERTS UNABLE TO DETERMINE RIM=685.22 YI ELEVATION 724.15' E: 1,458,970.23 N: 548,822.44 NAIL SET CONTROL C 18"RCP ENDBRIDGEFEMA FLOODWAY SITETOWERCELL0701 0704 000705 0706 PROP 15" RCP CONC SWALE CLEAN OUT EX 00PROP OTCB-B PROP OTCB-B PROP OTCB-B 00702PROP OTCB-B 0703PROP OTCB-B NCDOT 840.02 PROP TRIPLE CB REMOVE EX CB RCP, 159 LF REMOVE EX 18" REMOVE EX 15" RCP, 45 LF EX CB REMOVE PROP 15" RCP, 106 LF 72 LF PROP 15" RCP 67 LF PROP 15" RCP 67 LF PROP 15" RCPN. BREVARD STREET11'11'12'AT BACK OF CURB 8.5' SIDEWALK GUARDRAIL PROP ANCHOR (TBD) GUARDRAIL PROJECTS HAVE COORDINATED. FILL SLOPES TO BE DETERMINED ONCE THE TWO GUARDRAIL, HANDRAIL, RETAINING WALLS, AND TO THE SIDEWALK BETWEEN THE BRIDGES. CROSS CHARLOTTE TRAIL WILL RUN ADJACENT TO COORDINATE WITH CROSS CHARLOTTE TRAIL. NOTE: MATHESON AVENUE STREETSCAPE PROJECT0202 0202-L- 28+45.01 EXISTING BRIDGE END VERTICAL CURB9'3'TACTILE GUIDE STRIP VERTICAL CURB BEVELED CURB 7' CYCLE TRACK 11'11'7'11.5'8.5'2.5'2.5'11.5' CYCLE TRACK 2'-6" CURB AND GUTTER AND GUTTER TO VERTICAL CURB TRANSITION FROM 2'-6" CURB+81.50+01.5012' CYCLE TRACK STA. 28+43.55 BEGIN HANDRAIL STA. 28+47.75 BEGIN HANDRAIL STA. 32+00.00 STA. 28+45.01 (END BRIDGE) TO STANDARD DETAIL NO. 1802.01 REINFORCED SLOPES PER NCDOT 7.5' CYCLE TRACK 7.5'1.5'TREE PROTECTION (TYP.) TREE PROTECTION (TYP.) 860 ROLLERTON ROAD DB 28493 PG 107 CITY OF CHARLOTTE 083-031-01 860 ROLLERTON ROAD DB 28493 PG 107 CITY OF CHARLOTTE 083-031-01 2649 MATHESON AVENUE DB 26112 PG 400 CITY OF CHARLOTTE 083-031-44 402 FAISON AVENUE DB 30861 PG 429 IVM PROPERTIES LLC 083-068-01 412 FAISON AVENUE DB 13927 PG 302 HOPEDALE PROPERTIES LLC 083-068-21 406 FAISON AVENUE DB 13927 PG 302 HOPEDALE PROPERTIES LLC 083-068-20 414 FAISON AVENUE DB 31056 PG 315 WESTERN LIGHTS LLC 083-068-19 2649 MATHESON AVENUE DB 26112 PG 400 CITY OF CHARLOTTE 083-031-44 DB 28982 PG 319 CHARLES C. DIBIAEZUE 083-068-22 423 CHARLES AVENUE DB 26164 PG 584 CHARLES C. DIBIAEZUE 083-068-06 427 CHARLES AVENUE DB 22152 PG 528 MALIK EDWARDS 083-068-0770'MATHESON AVENUEDB 28530 PG 954 CITY OF CHARLOTTE 083-011-40 6 2715 N DAVIDSON STREET DB 33103 PG 856 NODA-MYERS, LLC 083-068-09 MATHESON AVE -L- 25+00 26+00 27+00 28+00 29+00 30+00 NAD 8 3 ( 2 0 1 1)STA. 30+50 TO STA. 36+00-L-1" = 20'MATCHLINE -L- STA. 30+50 SEE SHEET7MATCHLI NE -L- STA. 36+00 SEE SHEET982413SEE SHEETS AND FOR PROFILE VIEW14 OFNO.DATEBYDESCRIPTIONPlans Prepared By:OFSHEETAPPROVED BYPREPARED BYCHECKED BYDATEJOB NO.SCALE N.C.B.E.L.S. License Number: F-0116Charlotte, NC 28202440 S. Church Street, Suite 1000HDR Engineering, Inc. of the Carolinas600 East Fourth StreetCharlotte, North Carolina 28202Phone: (704) 336-2291Fax: (704) 336-6586ENGINEERING & PROPERTY MANAGEMENTPLANNING & DESIGN GROUPCITY OF CHARLOTTESCALELMPMJWPRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION Plans Prepared For:BEPSTREETSCAPEMATHESON AVENUE512-16-0517-19-19DISTURBANCE (TYP.) LIMITS OF WWVWVSGVW TTTTDYH SGVCHAIN LINK FENCE SIDEWALKSIDEWALKSIDEWALKSIDEWALK6' CHAIN LINKSIDEWALK SIDEWALK BOXUG TELWVWWV DYHWVWWWSIDEWALKDRIVEWOOD FRA ME 2 STY SIDEWALKRET WALL WVWV8' CHAIN LINK 8' CHAIN LINKGRAVELDRIVEDRIVEINV OUT=692.20 RIM=694.32 CB INV OUT=689.40INV IN=689.50RIM=699.75SSMH EL=691.26 INVERT 12" RCP HW 15" RCP EL=696.65 INVERT 18" CMP INV OUT=718.32 INV IN=718.82(N) INV IN=718.34(W) RIM=722.67 CB INV OUT=718.91 RIM=723.16 CB INV OUT=714.84 INV IN=716.94(N) INV IN=715.09(S) RIM=720.84 CB GATE STORESIGNCONCPATIOWALK WALKASPHALT UTL BOXUG SIDEWALKBRIDGECOLUMNSPLANTER15" RCP INV OUT=692.17 INV IN=692.47(E) INV IN=692.27(S) RIM=694.17 YI INV OUT=693.65 RIM=N/A; BROKEN YI RET WALLELEC METER8" VCP 8" VCP INV OUT=691.76 INV IN=691.91 RIM=697.86 SSMH 8" VCP15" RCP18"RCP 18"RCP Parcel No. 08306809 Newton Duckworth Martin D.B. 31793, Pg. 560 Parcel No. 08306807Malik EdwardsD.B. 22152, Pg. 528Parcel No. 08306705 and Christina M. Welsh Parcel No. 08306701 Faison-Chadbourn Mill D.B. 30481, Pg. 19718" CMPPARKING LOT ASPHALT HWBRIDGETRUSSESLOTPARKING 8' CHAIN LINK E Gated and fenced. Unable to Access. Gated and fenced. Unable to Access.8' CHAIN LINKGATEFRAME WOOD 1 STY CONC SWALE 1 STY BRICK BUILDING 694.37 INV. 4" PVC 15" CMPPOSSIBLE ABANDONED SSMH INV OUT=696.09 RIM=700.42 SSMH BUILDING WOOD FRAME 1 STY TO ACCESS; DEBRISINV OUT=UNABLE RIM=719.20CB BRIDGEBEGINBRIDGEEND0800 0805 0802 0803 0804 0801 NCDOT STD. 838.01 PROP HW CONNECTOR TO ACCOMMODATE DIP CONNECTION 1. PROVIDE STRUCTURE WITH A FLEXABLE NOTE: CONC SWALE CLEAN OUT EX CONC SWALE CLEAN OUT EX 000SEE NOTE 1 PROP OTCB-B PROP OTCB-B 0PROP OTCB-B PROP OTCB-B PROP OTCB-B 015" RCP REMOVE EX REMOVE EX CB REMOVE EX CB REMOVE EX 18" RCP, 156 LF REMOVE EX 18" CMP, 45 LF RCP, 168 LF 18" REMOVE EX 67 LF 15" RCPPROP 67 LF 15" RCPPROP 22 LFRCP, PROP 15" RCP, 72 LF 15"PROP 58 LF PROP 15" RCP w/2@22.5 MJ RESTRAINED PROP 24" DIP, 50 LF 154 LF PROP 15" RCP CHARLES AVENUE CHARLES AVENUE N. DAVIDSON STREET 11'11'7' CYCLE TRACK AT BACK OF CURB 8.5' SIDEWALK GUARDRAIL PROP ANCHOR (TBD) GUARDRAIL ANCHOR (TBD) GUARDRAIL GUARDRAIL PROP 02020102000201020202+8418' (TYP.)+840303+8003EXIST+8003EXIST-L- 34+30.48 EXISTING BRIDGE BEGIN -L- 35+67.84 EXISTING BRIDGE END EXI STEXI STVERTICAL CURB VERTICAL CURB 11.5'11'11'12'7' STA. 28+45.01 TO STA. 32+00.00 STANDARD DETAIL NO. 1802.01 REINFORCED SLOPES PER NCDOT BEVELED CURB 11.5' CYCLE TRACK 2.5'2.5'2.5'2.5'+94.23VERTICAL CURB TRANSITION VERTICAL CURB TRANSITION TO+13.60STA. 35+54.69 BEGIN HANDRAIL STA. 34+15.18 END HANDRAIL STA. 34+56.56 END HANDRAIL STA. 35+89.83 BEGIN HANDRAIL STA. 34+30.46 (BEGIN BRIDGE) STA. 33+00.00 TO STANDARD DETAIL NO. 1802.01 REINFORCED SLOPES PER NCDOT 1.5'7.5'11'11'3'12'9'TREE PROTECTION (TYP.) TREE PROTECTION (TYP.) (SEE SHEET EC-8) FOR CONSTRUCTION ENTRACE REMOVE AND REPLACE FENCE 427 CHARLES AVENUE DB 22152 PG 528 MALIK EDWARDS 083-068-07 2701 N DAVIDSON STREET DB 30108 PG 436 MYERS PARK PROPERTIES INC 083-068-12 601 CHARLES AVENUE DB 31110 PG 489 JEFFREY THOMAS FOX MELINDA OLBRICH FOX 083-073-17 605 CHARLES AVENUE DB 26973 PG 695 JMPH PROPERTIES LLC 083-073-99 2630 N DAVIDSON STREET DB 12458 PG 19 MICHAEL D HERNDON 083-066-01 431 CHARLES AVENUE DB 22680 PG 668 CHRISTINA M WELSH THERON M ROSS 083-068-08 500/508 CHARLES AVENUE DB 22680 PG 668 CHRISTINA M WELSH THERON M ROSS 083-067-05 2417 N DAVIDSON STREET DB 30481 PG 197 FAISON-CHADBOURN MILL LLC 083-067-01 6 7 2715 N DAVIDSON STREET DB 33103 PG 856 NODA-MYERS, LLC 083-068-09 MATHESON AVE -L- PI Sta 36+62.57 T = 66.53' -L--L- PI Sta 33+64.77 R = 1,945.00' L = 464.76' T = 233.49' L = 132.85' R = 975.00' 31+00 32+00 33+00 34+00 35+00 36+00PC 31+31.27PCC 35+96.04CLDS. STD. 30.11A STABILIZED CONSTRUCTION ENTRANCE