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7.B. - Page 139 <br /> RESPONSES TO COMMENTS FROM CALIFORNIA DEPARTMENT OF <br /> TRANSPORTATION, DISTRICT 4, LOCAL DEVELOPMENT— <br /> INTERGOVENMENTAL REVIEW (SEPTEMBER 23, 2013) <br /> The City of Redwood City (the City) is responsible for the financing, scheduling, and <br /> implementation of the U.S. Highway 101 Pedestrian Undercrossing and Bair Island Road <br /> Storm Drain Pump Station Project (the Project). The Project has no federal funding and <br /> does not require a fair share contribution. The City's responses to the comments from <br /> the California Department of Transportation (Caltrans) are below. In order to confirm <br /> that these responses addressed Caltrans concerns, City telephoned Sandra Finegan, on <br /> October 8, 2013 and sent a copy of the following responses via email on October 10, <br /> 2013. If necessary, the City will work with Caltrans to make sure its issues are resolved <br /> prior to the submittal of the application for an encroachment permit for work within the <br /> state right-of-way. <br /> Comment No.1-la <br /> Table A is added on Typical Sections (sheet 22 of 47) to show the clearances between <br /> the path and the bridge deck soffit every 25 ft along the path section under the US-101 <br /> bridge. <br /> Comment No.1-1b <br /> Table A is added on Typical Sections (sheet 22 of 47) to show the bridge deck soffit <br /> elevations and path elevations every 25 ft along the path section under the US-101 <br /> bridge. <br /> Comment No.1-2a <br /> Profiles on sheets Retaining Wall Plan 1 (sheet 27 of 47) and Retaining Wall Plan 2 (sheet <br /> 28 of 47) show 2 lines representing the bridge deck soffit and the path. "BOTTOM OF <br /> BRIDGE DECK" CALLOUTS ARE REVISED TO "BRIDGE DECK SOFFIT" to indicate more <br /> clearly what the line represents. <br /> Comment No. 1-2b <br /> State ROW line and stations on both sides of the bridge are added on the profiles on <br /> Retaining Wall Plan 1 (sheets 27 of 47) and Retaining Wall Plan 2 (sheet 28 of 47). <br /> Comment No. 1-2c <br /> The elevations of the bridge deck soffit and path were already shown on the profiles on <br /> Retaining Wall Plan 1 (sheets 27 of 47) and Retaining Wall Plan 2 (sheet 28 of 47). <br /> "BOTTOM OF BRIDGE DECK" CALLOUTS ARE REVISED TO "BRIDGE DECK SOFFIT" to <br /> indicate more clearly what the line represents. <br /> 10 <br />