LO R (CENTER RIDGE ROAD)

Transcription

1 Ditch END PROJECT BEGIN PROJECT 83 STA STA STONEY RIDGE RD. LATITUDE: " N 0 PORTION TO BE IMPROVED INTERSTATE HIGHWAY FEDERAL ROUTES STATE ROUTES COUNTY & TOWNSHIP S OTHER S DESIGN DESIGNATION SEE SHEET 2. INTERSTATE Frnch ROOT RD. RIDGEVIEW BLVD. LOCATION MAP SCALE IN MILES JAYCOX RD. LONGITUDE: " W 1/ /2 2 OLIVE ST. CORNELL AVE. GARDENST. NAGLE LEAR RIDGEVILLE 20 N STATE OF OHIO DEPARTMENT OF TRANSPORTATION LOR (CENTER RIDGE ) CITY OF RTH RIDGEVILLE TITLE SHEET SCHEMATIC PLAN TYPICAL SECTIONS GENERAL TES MAINTENANCE OF TRAFFIC PLAN AND PROFILE STONEY RIDGE SR 83 BRECK COURT RIDGE PLAZA DRIVE ROOT RIDGEVIEW BOULEVARD JAYCOX SINTA RUN OLIVE AVENUE GARDEN STREET PITTS BOULEVARD WALLACE BOULEVARD CORNELL AVENUE EMERALD STREET LEAR NAGLE N. LEAR NAGLE LORAIN COUNTY INDEX OF SHEETS: 12 RIDGEVIEW BOULEVARD ,50A JAYCOX SINTA RUN OLIVE AVENUE GARDEN STREET PITTS BOULEVARD WALLACE BOULEVARD CORNELL AVENUE EMERALD STREET LEAR NAGLE N. LEAR NAGLE INTERSECTION DETAILS DRIVE DETAILS STORM SEWER PROFILES LOR LORM DRAINAGE DETAILS RETAINING WALLS UTILITY DETAILS MISCELLANEOUS DETAILS TRAFFIC CONTROL LIGHTING CHANNEL CROSS SECTIONS FRENCH CREEK * * * PROJECT DESCRIPTION THIS PROJECT IMPROVES 2.32 MILES OF (CENTER RIDGE ) IN RTH RIDGEVILLE, OHIO BY WIDENING THE WAY FROM 3 LANES TO 5 LANES, CONSTRUCTING ALL NEW PAVEMENT, CURB AND GUTTER, SIDEWALK, SHARED USE PATH, STORM SEWER AND NEW TRAFFIC SIGNALS. THE PROJECT WILL REALIGN ROOT AND RIDGEVIEW BOULEVARD AND REPLACE THE TWO STRUCTURES CARRYING AND ROOT OVER FRENCH CREEK. THE PROJECT ALSO INCLUDES IMPROVEMENTS TO SIDE S, GARDEN STREET, AND CONSTRUCTION OF A NEW STREET NAMED SINTA RUN. EARTH DISTURBED AREAS PROJECT EARTH DISTURBED AREA: ACRES ESTIMATED CONTRACTOR EARTH DISTURBED AREA: ACRES TICE OF INTENT EARTH DISTURBED AREA: ACRES 2013 SPECIFICATIONS THE STANDARD SPECIFICATIONS OF THE STATE OF OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT. I HEREBY APPROVE THESE PLANS AND DECLARE THAT THE MAKING OF THIS IMPROVEMENT WILL T REQUIRE THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT AS TED ON SHEET, AND THAT PROVISIONS FOR THE MAINTENANCE AND SAFETY OF TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND ESTIMATES. *SHEETS T USED RAIL INVOLVEMENT CONSTRUCTION PROJECT. PID. FEDERAL PROJECT NE CROSS SECTIONS STRUCTURES ENGINEERS SEAL: STONEY RIDGE LOR LOR20MOO * DESIGN EXCEPTIONS SR 83 BRECK COURT * RIGHT OF WAY SUBSURFACE UTILITY ENGINEERING NE REQUIRED RIDGE PLAZA DRIVE DATA SHEETS ROOT UNDERGROUND UTILITIES CONTACT BOTH SERVICES CALL TWO WORKING DAYS BEFORE YOU DIG CALL (TOLL FREE) OHIO UTILITIES PROTECTION SERVICE NMEMBERS MUST BE CALLED DIRECTLY OIL & GAS PRODUCERS PROTECTIVE SERVICE CALL: SIGNED: DATE: ENGINEERS SEAL: STANDARD CONSTRUCTION DRAWINGS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS APPROVED DATE DISTRICT DEPUTY DIRECTOR LO R PLAN PREPARED BY: ENGINEERING ASSOCIATES, INC EAGLE PASS WOOSTER, OHIO TELEPHONE : (330) SIGNED: DATE: APPROVED DATE DIRECTOR, DEPARTMENT OF TRANSPORTATION 1

2 U.S. 20 CENTER RIDGE STONEY RIDGE S.R. 83 AVON BELDEN RIDGEVIEW BLVD ROOT JAYCOX LEAR NAGLE LEAR NAGLE SINTA RUN DESIGN DESIGNATION SOUTH OF RTH OF SOUTH OF RTH OF CURRENT ADT (2017) DESIGN YEAR ADT (2037) DESIGN HOURLY VOLUME (2037) DIRECTIONAL DISTRIBUTION 57% 52% 53% 52% 53% 5 50% TRUCKS (24 HOUR B&C) 1% DESIGN SPEED 45 MPH LEGAL SPEED DESIGN FUNCTIONAL CLASSIFICATION: PRINCIPAL URBAN ARTERIAL MIR URBAN ARTERIAL MIR URBAN ARTERIAL LOCAL LOCAL NHS ROUTE LO R DESIG N DESIG NA TIO N 2

3 STA PI Sta MATCHLINE STA BEGIN PROJECT STA SLM P.I. Sta STRUCTURE. LOR P.I. Sta PI Sta STA STA CONST. STONEY RIDGE = STA R/W & CONST. U.S. 20 P.I. Sta P.I.Sta T = 34.33' L = 67.96' E = 2.99' C = 67.62' P.I. Sta CURVE DATA CONST. RIDGE PLAZA DRIVE PT # 600 P.I. Sta POT Sta PT Sta BM # 601 STA CONST. RIDGE PLAZA DRIVE = STA R/W & CONST. U.S. 20 P.I.Sta R = 3,149.72' T = ' L = ' E = 3.03' C = ' 315 CONST. STONEY RIDGE P.I.Sta T = 38.83' L = 77.51' E = 1.51' C = 77.43' P.I. Sta P.I. Sta CURVE DATA R/W & CONST. U.S. 20 PI Sta CURVE DATA CONST. STONEY RIDGE PRC Sta PC Sta PI Sta CONST. RIDGE PLAZA DRIVE PI Sta PT Sta '0" 1205 STA STA P.I.Sta T = 38.83' L = 77.51' E = 1.51' C = 77.43' P.I.Sta PC Sta CP # 2 R = 11,434.66' T = ' L = ' E = 1.38' C = ' PT # 602 PI Sta R/W & CONST. U.S R/W & CONST. ROOT P.I. Sta STA '1" STRUCTURE. LORMOO STA STA R/W & CONST. ROOT / RIDGEVIEW BLVD. = STA R/W & CONST. U.S. 20 P.I.Sta T = 94.55' L = ' E = 8.87' C = ' R/W & CONST. RIDGEVIEW BLVD. P.I.Sta T = ' L = ' E = 17.15' C = ' R/W & CONST. U.S. 20 P.I.Sta T = 73.74' L = ' E = 13.46' C = ' STA STA R/W & CONST. U.S. 20 STA CONST. BRECK COURT = CURVE DATA R/W & CONST. U.S. 20 CURVE DATA R/W & CONST. ROOT CURVE DATA R/W & CONST. RIDGE VIEW BLVD. 345 PC Sta PT Sta PT Sta PT # FRENCHCREEK PRC Sta PC Sta STA R/W & CONST. S.R. 83 = STA R/W & CONST. U.S PRC Sta PC Sta PI Sta PT Sta PI Sta PC Sta '19" R/W & CONST. S.R. 83 CONST. S.R STA CONST. S.R. 83 = STA R/W & CONST. U.S '13" POT Sta PT Sta PT # 604 P.I.Sta CONST. BRECK COURT T = 57.94' L = ' E = 8.41' C = ' '36" PI Sta FRENCH CREEK MATCHLINE STA MATCHLINE STA LO R

4 MATCHLINE STA PT Sta STA CONST. FOREST WOOD DRIVE = MATCHLINE STA CONST. FOREST WOOD DRIVE STA CONST. JAYCOX PI Sta PT Sta PC Sta STA '46" 515 CP # CONST. JAYCOX PT Sta PC Sta PT # STA CONST. JAYCOX = STA R/W & CONST. U.S. 20 R/W & CONST. U.S. 20 PT # 606 PC Sta WETLANDS PT # 608 PT # 607 PT Sta STA CONST. OLIVE AVE. = STA R/W & CONST. U.S. 20 MATCHLINE STA PT Sta CONST. OLIVE AVE. CURVE DATA CONST. JAYCOX CURVE DATA R/W & CONST. U.S. 20 PC Sta STA POT Sta MATCHLINE STA '22" 1250 CONST. PITTS BLVD. PT # 609 STA STA STA CONST. WALLACE BLVD. = 425 STA R/W & CONST. U.S. 20 CONST. WALLACE BLVD. PT # '21" P.I.Sta R = ' T = 54.25' L = ' E = 6.31' C = ' STA STA CONST. CORNELL AVE. = STA CONST. PITTS BLVD. = STA R/W & CONST. U.S. 20 STA R/W & CONST. U.S '34" 455 P.I.Sta R = ' T = 38.48' L = 76.36' E = 2.94' C = 76.06' CONST. CORNELL AVE. CP # 4 STA '37" P.I. Sta CONST. EMERALD ST. 465 PT Sta PC Sta P.I.Sta R = ' T = 86.80' L = ' E = 12.71' P.I.Sta R = 6,899.99' T = ' L = ' E = 6.20' C = ' R/W & CONST. U.S. 20 STA CONST. EMERALD ST. = STA R/W & CONST. U.S. 20 PT # 611 CURVE DATA CONST. EMERALD STREET P.I.Sta R = 11,477.66' T = ' L = ' E = 0.59' C = ' PC Sta LO R C = ' POT Sta

5 PI Sta P.I.Sta CURVE DATA CONST. LEAR NAGLE R = ' T = 90.91' L = ' E = 11.62' C = ' P.I.Sta R = ' T = ' L = ' E = 30.49' C = ' max= max= (EXISTING) PT # 612 PC Sta CONST. LEAR NAGLE STA PC Sta PT Sta '51" STA STA P.I. Sta PT Sta '53" P.I.Sta R = 2,296.83' T = ' L = ' E = 5.22' C = ' CONST. N. LEAR NAGLE STA CONST. N. LEAR NAGLE = STA R/W & CONST. U.S. 20 STA CONST. LEAR NAGLE = STA R/W & CONST. U.S. 20 CURVE DATA R/W & CONST. U.S kv (FIRSTENERGY) COLUMBIA GAS TRANSMISSION 1285 HIGH PRESSURE GAS PC Sta R/W & CONST. U.S. 20 WETLANDS MAIN AVE. PT Sta CP # 5 END PROJECT STA SLM B BLVD. POT Sta STA CONST. JAYCOX STA STA CONST. OLIVE AVE. = STA CONST. GARDEN STREET 90 12'40" 400 CONST. OLIVE AVE '52" STA R/W & CONST. SINTA RUN CONST. WALLACE BLVD '58" STA STA R/W & CONST. SINTA RUN = STA CONST. JAYCOX STA CONST. WALLACE BLVD. = STA CONST. GARDEN STREET 505 CONST. GARDEN STREET POT Sta STA LO R