Plan Review Notes
Plan Review Notes For Project Z22100019
Project Number Z22100019
Review Stop STORM
Sequence Number 2
Notes
Date Text
2023-03-23 09:13:05THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 2/3/2023 SUBMITTAL:
  
 1. [SATISFIED] THE CITY???S OFFICIAL VERTICAL DATUM PER
 CITY CODE IS NGVD1929. THE NAVD1988 VERTICAL DATUM MAY
 BE USED IF THE CONVERSION EQUATION BETWEEN NAVD1988 AND
 NGVD1929 IS PROVIDED. PROVIDE THE CONVERSION EQUATION
 ON THE SURVEY AND ENGINEERING PLAN.
  
 2. [SATISFIED] S. DIXIE HIGHWAY IS MAINTAINED BY FDOT.
 ALL IMPROVEMENTS WITHIN THE R/W ARE TO BE APPROVED BY
 FDOT.
  
 3. [SATISFIED] REMOVE THE CURB CROSSING THE SIDEWALK ON
 THE SOUTH SIDE OF THE DRIVEWAY APRON.
  
 4. [SATISFIED] PROVIDE A CROSS SECTION AT THE DRIVEWAY
 FROM THE CENTERLINE OF S. DIXIE TO THE FIVE FEET INTO
 THE EXISTING PARKING LOT. SHOW BREAKPOINTS, R/W,
 GUTTERS, WIDTH OF ADA PORTION OF SIDEWALK, GENERAL
 SURFACE SLOPES.
  
 5. [SATISFIED] PROVIDE ARROWS ON THE CONCEPTUAL
 ENGINEERING PLAN SHOWING STOMWATER RUNOFF FLOW
 DIRECTION.
  
 6. [NOT SATISFIED] IF DUMPSTER DRIVEWAY CAN REMAIN,
 REPLACE TYPE F CURB AND GUTTER WITH DROP CURB ACROSS
 THE DRIVEWAY. ADDITIONAL COMMENT: SHOW THE PROPOSED
 IMPROVEMENTS/CHANGES WITHIN THE PARK PARCEL TO
 ACCOMMODATE THIS PROJECT.
  
 7. [PARTIALLY SATISFIED] SHOW AND LABEL UTILITIES
 (SIZE, MATERIAL) ON THE ENGINEERING PLANS. SHOW ON THE
 GRADING AND DRAINAGE PLAN.
  
 8. [PARTIALLY SATISFIED] SHOW THE TREES AND THE
 EXISTING CATCH BASIN BETWEEN THE PARK'S DRIVEWAY AND
 THE NORTH PROPERTY LINE OF THE SITE.
  
 9. [PARTIALLY SATISFIED] THERE APPEAR TO BE A UTILITY
 GATE VALVE BOX AND A LIGHT POLE IN THE SIDEWALK THAT
 ARE NOT SHOWN ON THE SURVEY. ADDITIONAL COMMENT: VALVE
 IS NOT SHOWN.
  
 10. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 11. [SATISFIED] SHOW WHEEL STOPS FOR THE PARKING SPACES
 FACING THE BUILDING.
  
  
 NEW COMMENTS (2/3/2023 SUBMITTAL)
  
 12. REVIEW THE PLACEMENT OF THE TRENCH DRAIN ACROSS THE
 DRIVEWAY AT THE BACK OF SIDEWALK. IT IS SHOWN AT A HIGH
 POINT OF THE DRIVEWAY CROSS SECTION.
  
 13. DRIVEWAY APRON TO BE CONCRETE WITHIN THE S. DIXIE
 RIGHT OF WAY UNLESS FDOT APPROVES ASPHALT.
  
 14. SHOW THE REPLACEMENT OF THE EXISTING DRIVEWAYS AND
 DROP CURB WITH TYPE F CURB AND GUTTER AND CONCRETE
 SIDEWALK AT MAX. 2% CROSS SLOPE.
  
 15. SHOW WHERE THE LIGHT POLE NORTH OF THE EXISTING
 DRIVEWAY (AND WITHIN THE PROPOSED DRIVEWAY) WILL BE
 LOCATED. TAKE INTO CONSIDERATION THE TREE CANOPY.
  
 16. CONSTRUCTING THE DRIVEWAY AND TRENCHING THE WATER
 SERVICE LINE SO CLOSE TO THE EXISTING TREES MAY LEAVE
 THE TREES UNSTABLE AFTER THE ROOTS ARE PRUNED..
  
 17. REVIEW STRIPING CALLOUTS IN THE PARKING LOT, IN
 PARTICULAR THE STOP BAR AND DOUBLE YELLOW STRIPING.
  
 18. SECTION A - SHOW THE PROPOSED BACK OF WALK AT THE
 EXISTING GRADE AND CREATE A DRIVEWAY TRANSITION BETWEEN
 THE FRONT OF SIDEWALK AND THE BACK OF VALLEY GUTTER.
 SEE FDOT STANDARD PLAN #522-003.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
  
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