Plan Review Notes
Plan Review Notes For Project Z18060022
Project Number Z18060022
Review Stop STORM
Sequence Number 2
Notes
Date Text
2018-09-25 17:54:05THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 SEPTEMBER 13, 2018 SUBMITTAL PACKAGE:
  
 1. NO DRAINAGE CALCULATIONS WERE PROVIDED FOR THE
 DESIGN OF THE EXFILTRATION TRENCH AND DRAINAGE VAULT.
  
 2. SEVERAL TREES ARE PROPOSED NEAR OR OVER THE STORM
 PIPE. FOR EXAMPLE A GUMBO LIMBO IS PROPOSED OVER THE
 DRAINAGE VAULT AND NEAR STRUCTURE ST-3.
  
 3. THE WALKWAYS FROM THE STREET TO THE BUILDING SLOPE
 TOWARD THE STREET. HOW IS THE RUNOFF FROM THE WALKWAYS
 DIRECTED TO THE ONSITE DRAINAGE SYSTEM.
  
 4. THE FUNCTIONALITY OF THE EXFILTRATION TRENCH WILL BE
 AFFECTED BY THE BASEMENT WALLS.
  
 5. CONFIRM THE SEPARATION BETWEEN THE FIRE MAIN LINE
 AND STORM PIPE ALONG THE NORTH SIDE OF THE FRONT
 ENTRANCE MEETS HEALTH DEPARTMENT PERMIT REQUIREMENTS.
  
 6. TYPICAL SECTION D-D SHOULD INCLUDE A SWALE SIMILAR
 TO THE OTHER SECTIONS TO PREVENT DIRECT RUNOFF ONTO
 OFFSITE PROPERTIES.
  
 7. PROVIDE A SECTION THROUGH THE ACACIA ROAD
 RIGHT-OF-WAY WHERE THE WALKWAY IS PROPOSED.
  
 8. THE PUBLIC UTILITIES DEPARTMENT IS DEVELOPING TREE
 PLANTING GUIDELINES NEAR ITS UTILITIES. COORDINATE WITH
 EITHER THE PUBLIC UTILITIES DEPARTMENT OR THE CITY?S
 LANDSCAPE PLANNER.
  
 9. SURVEY IS USING NAVD 1988 AS THE VERTICAL DATUM. THE
 CITY'S VERTICAL DATUM IS NGVD 1929. PROVIDE A COVERSION
 EQUATION BETWEEN THE TWO VERTICAL DATUMS ON THE SURVEY.
  
 10. EXPLAIN HOW THE BASEMENTS WILL BE PROTECTED FROM
 FLOODING BY THE GROUNDWATER TABLE.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
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