Plan Review Notes
Plan Review Notes For Project Z17120028
Project Number Z17120028
Review Stop TRAFFIC
Sequence Number 1
Notes
Date Text
2018-01-10 09:25:561) A 4' WIDE SIDEWALK IS SHOWN ON EXCHANGE COURT. THE
 MINIMUM ALLOWABLE SIDEWALK WIDTH IS 5' FOR SIDEWALKS
 NOT ADJACENT TO CURB AND 6' FOR SIDEWALKS ADJACENT TO
 CURB.
 2) PROVIDE PRIOR APPROVED SITE PLAN. PROVIDE MASTER
 PAVING AND DRAINAGE PLAN AT A LARGER SCALE. DIFFICULT
 TO REVIEW ACCESS MANAGMENT ON EXCHANGE COURT.
 INSUFFICIENT INFORMATION HAS BEEN PROVIDED TO COMPARE
 THE EXISTING APPROVED DRIVEWAYS TO THE NEW DRIVEWAYS ON
 EXCHANGE COURT.
 3) HOW WAS THE EXISTING TRIP GENERATION CALCULATED?
 WILL THE CAR WASH GENERATE ADDITIONAL TRIPS AND REQUIRE
 A REVISED TRAFFIC IMPACT STATEMENT?
  
 ERIK D. FERGUSON, P.E.
 CITY TRANSPORTATION ENGINEER
 [email protected]
 561-494-1092
  
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