M-11 - Additional Sidewalk - Highway 6 Project

CONCEPT PLANS 08/04/23 LEGEND CITY OF TIFFIN PAVEMENT LIMITS IOWA DOT PAVEMENT LIMITS Additional Sidewalk STEPHANS ST PROPOSED PAVED SHOLDER EXTENSION TO EXISTING WITH CURB AND GUTTER STRUCTURE REQ'D SI (TYP.) APPROXIMATE EXISTING R/W (TYP.) 15+00 US 6 20+00 25+00 < < < < SUMMERHAYS MAIN ST PROPOSED SIDEWALK STEPHANS ST BEGIN PROJECT APPROXIMATE EXISTING R/W (TYP.) STA 12+63.40 PROPOSED STORM SEWER, Y=7,953,965.367 X=20,500,819.447 SEE D SHEETS FOR DETAILS ST NEED DECISION AS TO WHETHER TO INCLUDE THE SEGMENT OF SIDEWALK SHOWN BELOW IN RED WITH THE PROJECT. IF SIDEWALK IS DESIRED HERE, A COMBINATION SIDEWALK AND RETAINING WALL WOULD NEED TO BE INSTALLED TO STAY WITHIN EXISTING ROW AND REDUCE UTILITY IMPACTS (SEE LAST PAGE). ITC INTERNATIONAL HAS OVERHEAD TRANSMISSION POLES ON THE NORTH SIDE OF US6 HERE, RELOCATING THESE COULD BE COSTLY EXPENSE CROELL AVE KIMBERLITE ST PROPOSED PAVED SHOLDER SI (TYP.) WITH CURB AND GUTTER PROPOSED PAVED SHOULDER APPROXIMATE EXISTING R/W (TYP.) US 6 30+00 35+00 40+00 < < < PROPOSED STORM SEWER, APPROXIMATE EXISTING R/W (TYP.) PROPOSED SIDEWALK SEE D SHEETS FOR DETAILS PROPOSED PAVED SHOULDER FILE NO. ENGLISH DESIGN TEAM MSA PROFESSIONAL SERVICES JOHNSON COUNTY PROJECT NUMBER 13603009 SHEET NUMBER C.2 FOR PLANNING PURPOSES ONLY