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. 1 , <br /> Attachment A to Work Order No.1 <br /> Condit Street Subway;Sidewalk Rehabilitation <br /> 1) URS will provide the following services: <br /> a) Survey new roadway construction to west for project tie in and any other changes since URS's last survey was <br /> completed in 1999. Manhole&inlets under the bridge will be opened and cleaned by the Client so URS can survey <br /> to determine pipe network and inverts. <br /> b) Design&detail two(2)new inlets under bridge on south side of road. <br /> Inlets will include one(1)Type A and one(1)Type B both with a Type 3 frame and grate. The Type B <br /> inlet will be connected to the existing pipe network at the location of the inlet removal. <br /> c) Design and detail 5'minimum wide,5"PCC raised sidewalk on south side to meet 5%minimum slope ADA <br /> requirements. <br /> Provide 10'minimum vertical clearance for sidewalk under bridge. <br /> d) Design and detail cast-in-place L-Type retaining wall with stepped footing to retain fill for sidewalk on south side. <br /> Weep holes will be provided for draining the fill supporting the sidewalk. <br /> e) Detail block-outs at top of retaining wall to provide sidewalk drainage. <br /> Sidewalk will have 2%maximum cross slope. <br /> � Provide railing/fencing on top of retaining wall. Railing/fencing type to be determined as Client's project budget <br /> allows. <br /> g) Provide details for two(2)- 12'lanes minimum to provide room for retaining wall,sidewalk and two(2)inlet structures. <br /> Road to be closed during construction to vehicular and pedestrian traffic. <br /> h) Provide details for new curb and gutter(B-6.18)on south side to match existing construction at ends of project. <br /> i) Include provisions for patching existing light receptacles in south abutment breast wall. <br /> j) Provide Alternate Bid details and quantities to replace sidewalk on north side within the project limits if determined <br /> that cost can be added to ClienYs project budget. <br /> k) Provide Altemate Bid details and quantities to patch spalling concrete on northwest retaining wall face if determined <br /> that cost can be added to ClienYs project budget. <br /> I) Proved one(1)set of 11"x17"plans sealed by a Registered Professional Engineer in the State of Illinois. <br /> m) Provide an AutoCAD(2004 version)copy of the plans converted from Microstation DGN Drawings. <br /> n) Provide a Microsoft Word copy of the Standard and Supplemental specifications for the Project Manual. <br /> The Standard and Supplemental specifications will reference the Illinois Department of Transportation �, <br /> Standard Spec�cations for Road and Bridge Construction and/or the City of Decatur Construction <br /> Standards. Other than the Standard and Supplemental specifications,the Project Manual will be j <br /> produced by the City. I <br /> o) Provide quantities using IDOT pay items. '� <br /> p) Provide Engineer's construction cost estimate. �i <br /> 2) The Client will: � <br /> a) Coordinate the repair of the existing fencing on retaining walls at each of the four(4)quadrants from the bridge. I <br /> b) Coordinate cleaning of the ewsting retaining wall and abutment breast wall faces. <br /> c) Obtain any required permits&meet with other organizations impacted by the project. <br /> d) Be responsible for all lighting,electrical&signing issues for this project. <br /> e) Clean and open the existing inlets and manholes in a timely manner for the survey crew. <br /> fl Determine from the their inspection, if any other manholes, inlets and/or pipes within the project limits are to be <br /> replaced. <br /> Sheet 1 of 2 <br />