Plan Review Notes
Plan Review Notes For Project Z21080015
Project Number Z21080015
Review Stop STORM
Sequence Number 3
Notes
Date Text
2022-07-01 14:13:24THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 5/27/2022 SUBMITTAL.
  
 1. [PARTIALLY SATISFIED] LABEL ALL THE STREETS ON ALL
 OF THE SHEETS. FOR EXAMPLE, SHEET C1.01 ONLY LABELS
 PINEWOOD AVE. NONE OF THE EAST-WEST STREETS ARE
 LABELED. NEW COMMENT ? ON SHEET C3.01 LABEL PINEWOOD
 AVE NORTH AND SOUTH OF 25TH ST.
  
 2. [SATISFIED] COMPLETE THE PAVING, GRADING AND
 DRAINAGE NOTES ON THE PGD PLAN SHEETS. SOME OF THE
 NOTES DO NOT AGREE WITH THE VERTICAL DATUM LABEL AT THE
 BOTTOM OF THE SHEETS.
  
 3. [SATISFIED - EXFILTRATION TRENCH ON THE EAST SIDE OF
 BROADWAY AVE SHOULD BE SET BACK FROM THE RIGHT OF WAY
 TO ENSURE THE TRENCH DOES NOT ENCROACH INTO THE RIGHT
 OF WAY DURING CONSTRUCTION.] EXFILTRATION TRENCH FOR
 TREATING RUNOFF FROM ONSITE AREAS SHALL NOT BE LOCATED
 WITHIN THE RIGHT OF WAY.
  
 4. [SATISFIED] ON SHEET C2.03 THERE IS A NEW DRAINAGE
 STRUCTURE ON THE EAST SIDE OF PINEWOOD AVE ABOUT 40
 FEET NORTH OF THE CENTERLINE OF NORTHWOOD ROAD. THIS
 INLET IS SHOWN NEXT TO AN EXISTING INLET THAT IS BEING
 CONVERTED TO A VALLEY GUTTER INLET. IS THE NEW INLET
 NEEDED?
  
 5. [SATISFIED] WHAT WILL BE THE MAXIMUM CROSS SLOPE OF
 THE ON-STREET PARKING SPACES?
  
 6. [SATISFIED - REVIEW SECTION F-F] LABEL THE PARKING
 AREAS ON THE CROSS SECTIONS.
  
 7. [SATISFIED] ADVISE IF THE WEST DROP CURB ON PINEWOOD
 AVE WILL BE PARALLEL TO THE WEST RIGHT OF WAY. THE 9.0
 FT DIMENSION ON SECTION B-B DOES NOT APPEAR TO REACH
 THE 2 FEET DROP CURB.
  
 8. [SATISFIED] SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2
 PERCENT.
  
 9. [SATISFIED] THE DIMENSIONS FOR THE PARKING AREAS ON
 SECTION D-D AND SECTION E-E (FOR BROADWAY AVE) APPEAR
 TO INCLUDE THE TYPE 'D' CURB.
  
 10. [SATISFIED] EXTEND SECTION F-F TO THE PARKING LOT
 ON THE WEST SIDE OF PINEWOOD AVE. DIMENSION THE
 SIDEWALKS, CURB AND GUTTER, TRAVEL LANES AND PARKING
 AREA.
  
 11. [SATISFIED] DIMENSION MINIMUM BUILDING SETBACKS ON
 THE CROSS SECTIONS.
  
 12. [SATISFIED - SHOW CROSS SECTION SYMBOL ON SHEET
 C2.04] PROVIDE CROSS SECTION OF BROADWAY AVE SOUTH OF
 NORTHWOOD ROAD. EXTEND SECTION FROM FACE OF BUILDING TO
 FACE OF BUILDING. DIMENSION SIDEWALKS, CURB AND GUTTER,
 PARKING AREAS, TRAVEL LANES, SETBACKS FROM R/W, ETC.
  
 13. [NOT SATISFIED - INCLUDE PARKING STRIPING DETAIL
 WITH THE ENGINEERING PERMIT SUBMITTAL] REVISE THE
 PARKING SPACE STRIPING DETAIL TO MATCH CITY CODE.
  
 14. [SATISFIED] THE CITY DOES NOT ALLOW THE USE OF
 BLEEDERS WITH EXFILTRATION TRENCHES.
  
 15. [SATISFIED - CAN HATCHING OR BOLD BORDER BE ADDED
 ON SHEET C1.00 SHOWING THE ROWS TO BE ABANDONED?] LABEL
 RIGHT OF WAYS PROPOSED TO BE ABANDONED ON THE PLAN
 SHEETS.
  
 16. [NOT SATISFIED] RCP PIPE (MINIMUM 15 INCHES IN
 DIAMETER) TO BE INSTALLED WITHIN THE RIGHT OF WAY. NEW
 COMMENT ? NOT ALL PIPES ARE LABELED. PROPOSED STORM
 PIPES ON 25TH ST AT BROADWAY, ON BROADWAY AVE AT 24TH
 ST., BROADWAY AT NORTHWOOD RD LABELED AS 18" HDPE.
  
 NEW COMMENTS:
  
 17. INDICATE HOW THE EXISTING CATCH BASIN ON THE SOUTH
 SIDE OF 23RD ST EAST OF PINEWOOD DRIVE WILL CONNECT TO
 THE MS4.
  
 18. PROVIDE PRE- AND POST-DEVELOPMENT HGL CALCULATIONS
 FOR THE DRAINAGE SYSTEM ON BROADWAY AND 23RD STREET
 WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 19. REVIEW DESIGN PLANS IN SFWMD PERMITS FOR 24TH ST
 AND 25TH ST AND OTHER PROJECTS IN THE VICINITY FOR
 STORM PIPE CONNECTIVITY. THE INLET ON THE SOUTH SIDE OF
 24TH ST EAST OF BROADWAY MAY BE CONNECTED TO A MANHOLE
 SOUTH OF THE STRUCTURE INSTEAD OF THE MANHOLE ON
 BROADWAY AVE.
  
 20. ADDITIONAL GRADES WILL BE NEEDED FOR THE
 ENGINEERING PERMIT SUBMITTAL.
  
 21. THE FINISHED FLOOR ELEVATIONS AND SPOT GRADES ON
 THE PGD PLANS PROVIDED WHERE THE CROSS SECTION SYMBOLS
 ARE WILL RESULT IN CROSS SLOPES STEEPER THAN THE MAX.
 2% SHOWN ON THE CROSS SECTIONS FOR THE PARKING AREA AND
 ALLOWED FOR THE SIDEWALK AREA.
  
 22. WILL THERE BE PEDESTRIAN ACCESS TO THE SOUTH SIDE
 OF 23RD STREET AT THE PINEWOOD AND BROADWAY
 INTERSECTIONS? SHOW CROSS WALKS AND CURB RAMPS.
  
 23. ALL CURB RAMPS WILL NEED TO BE BROUGHT UP TO
 CURRENT ADA STANDARDS IF THE PAVEMENT ADJACENT TO THE
 CURB RAMP IS DISTURBED OR OVERLAID.
  
 24. ADA MATS MAY BE NEEDED WHERE THE SIDEWALKS MEET
 DRIVEWAYS FOR THE GARAGES OR ALLEYS.
  
 25. SHEET C3.05:
 A. BUILDING A (NORTHWEST) SERVICE -
 1. CONFIRM PROPOSED 3" WATER SERVICE WILL CROSS AN 8"
 PVC SANITARY SEWER MAIN.
 2. CONFIRM TAP IS TO A 24" WM.
  
 B. BUILDING A (NORTHEAST) SERVICE - SHOW THE
 EXFILTRATION TRENCH.
  
 C. BUILDING A (SOUTHWEST) SERVICE - CONFIRM THE WATER
 SERVICE WILL CROSS 15" RCP STORM AND 8" PVC SEWER.
  
 D. BUILDING B SERVICE - SHOW PROPOSED STORM PIPE
 BETWEEN EXISTING INLETS.
  
 E. BUILDING A (SOUTHWEST) SERVICE -
 1. SHOULD BE LABELED SOUTHEAST?
 2. CONFIRM RCP STORM VS. HDPE STORM.
  
 26. SHOW BREAKS IN THE EXFILTRATION TRENCH IF WATER OR
 SEWER SERVICE LINES WILL CROSS IN THE ENVELOPE OF THE
 EXFILTRATION TRENCH.
  
 27. PROVIDE DETAILS OF THE CONTROL STRUCTURES WITH THE
 ENGINEERING PERMIT SUBMITTAL.
  
 28. SECTION B-B - LEFT SIDE OF SECTION IS LABELED AS
 18.4 FEET LANDSCAPING. WILL THERE BE A CONTINUOUS
 SIDEWALK ON THE WEST SIDE OF THE STREET?
  
 29. SECTION E-E - CONFIRM 2.5 FEET DIMENSION FOR THE
 TYPE 'F' CURB. SUM OF DIMENSIONS ACROSS RIGHT OF WAY IS
 LESS THAN 75 FEET.
  
 30. SECTION H-H - CONFIRM 2.5 FEET DIMENSION FOR THE
 TYPE 'F' CURB. SUM OF DIMENSIONS ACROSS RIGHT OF WAY IS
 MORE THAN 55 FEET.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 [email protected]
  
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