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<br /> -. <br /> Contact Persons: <br /> CHECKLIST FOR ENGINEERING REVIEWS Jay Kenned)' ~90-222 ! <br /> (Building Permits and Planning Files) Doug Strong ~90.2225 <br /> Item Initial! Notes <br /> Date <br /> Accesses/Driveways <br /> . Distance from intersections <br />. Widths ~/A <br />. Number of allowable accesses <br />. Alignment with accesses on the opposite <br /> side of the roadway <br />. Driveway slope (max. 10%) <br />Water mains/services <br />. Check past water permit card <br />. Capacity <br />. Number of valves and locations 0(4- <br />. Connection to city main <br />. Removal to main required for <br /> old/abandoned services <br />. Separate services <br />Sewer mains/services <br />. Check past sewer permit card <br />. Connection to City Main f--) I A- <br />. Capacity <br />. Removal to main required for <br /> old/abandoned services <br />. Separate services <br />. Depth of sewer main <br />Plat Review ~!A- <br />. Appropriate Easements Provided <br />Sidewalks ~ to. ~t?o-~ ~~""'L\~ <br />. Provide sidewalk: or $1 SILF in multi- 1-~-1~ <br /> familv/commerciaUindustrial zones <br />Other <br /> <br />Comments: .... __........_..................... -......... -.... -- -... -......-.................-......... -...... -'.. -.................. -..,... --.. -...... -......... -..... --.. <br /> -.. ..' -..... -..,................... <br /> <br />...........-........... <br /> <br />..............................._......,...."...................,..........................................,....H.......... .,...................>0........................ ................. <br /> . <br /> <br />................................... <br /> <br />............H...........,.........,................................................"..... ... .. ... ................ ... " .......... ............ ......... ..... .... ... <br /> <br />............................ <br /> <br />....................................,........., ................... ........ ............... ........................... .... ..... .0. .." .............................. <br /> <br />....d....., '.. <br />