Plan Review Notes
Plan Review Notes For Project Z22050022
Project Number Z22050022
Review Stop STORM
Sequence Number 3
Notes
Date Text
2022-10-25 11:52:57THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 10/4/2022 RESUBMITTAL:
  
 1. [SATISFIED] THE CITY???S OFFICIAL VERTICAL DATUM IS
 NGVD1929. THE CITY HAS ALLOWED THE USE OF NAVD1988 AS
 LONG AS THE CONVERSION EQUATION TO NGVD1929 AT THE
 PROJECT LOCATION IS PROVIDED. PROVIDE VERTICAL DATUM
 CONVERSION TO NGVD1929 ON THE SURVEY.
  
 2. [SATISFIED] MOVE THE CONSTRUCTION EXIT ON THE
 EROSION CONTROL PLAN OUT OF THE RIGHT OF WAY.
  
 3. [PARTIALLY SATISFIED ??? SEE NEW COMMENT BELOW]
 PROVIDE CONTROL STRUCTURES FOR THE EXFILTRATION TRENCH
 SYSTEMS WITHIN THE PROJECT SITE. THE CITY DOES NOT
 ALLOW THE USE OF BLEEDERS WITH EXFILTRATION SYSTEMS.
  
 4. [NOT SATISFIED - SEE NEW COMMENT BELOW] INDICATE HOW
 THE SURFACE DRAINAGE ON FERN STREET WILL BE
 ACCOMMODATED WITH THE NEW CURBING.
  
 5. [SATISFIED] EXPLAIN WHAT IS DEPICTED BY THE HATCHING
 ENCROACHING INTO THE FERN STREET R/W AT THE RESIDENTIAL
 USER BUILDING ENTRY/EXIT.
  
 6. [PARTIALLY SATISFIED ??? PROVIDE DIMENSIONS BETWEEN
 BUILDING FACE/PROPERTY LINE AND BETWEEN BACK OF
 CURB/PROPERTY LINE; LABEL R/W LINE; SHOW AND DIMENSION
 LANDSCAPE STRIPS.] PROVIDE CROSS SECTIONS FROM FACE OF
 BUILDING TO THE CENTERLINE OF EACH STREET. SHOW SURFACE
 FEATURES, GRADE BREAKS, GENERAL SURFACE SLOPES, MAXIMUM
 CROSS SLOPE PERCENTAGES, FINISHED FLOOR ELEVATION,
 RIGHT OF WAY LINE, DIMENSIONS FROM BACK OF CURB TO R/W,
 OFFSETS FROM R/W TO BUILDING FACE, ETC.
  
 7. [PARTIALLY SATISFIED ??? PROVIDE CROSS SECTION FOR
 THE S. DIXIE HWY DRIVEWAY] PROVIDE CROSS SECTION FOR
 EACH DRIVEWAY FROM NEAREST INSIDE EDGE OF TRAVEL LANE
 TO FIVE FEET BEYOND THE HIGH POINT IN THE INTERIOR OF
 THE SITE. SHOW SURFACE FEATURES, SLOPES, BREAK POINTS,
 ETC.
  
 8. [PARTIALLY SATISFIED ??? INCLUDE IN THE NEXT
 RESPONSE WHAT LID FACILITIES WERE CONSIDERED AND WHY
 THEY ARE NOT BEING INCORPORATED] CONSIDER LOW IMPACT
 DEVELOPMENT DRAINAGE FACILITIES.
  
 9. [NOT SATISFIED] PROVIDE THE FINISHED FLOOR
 ELEVATIONS.
  
 10. [NOT SATISFIED] PROVIDE PROPOSED GRADES ON THE
 PAVING AND GRADING PLAN.
  
 11. [PARTIALLY SATISFIED ??? TRIM HATCHING AT WEST END
 OF GARDENIA ST, EXTEND HATCHING TO EXISTING CURB LINE
 AT EAST END OF GARDENIA ST AND TRIM HATCHING AT EAST
 CURB OF S. DIXIE HWY.] SHOW MILL AND OVERLAY LIMITS FOR
 TRENCHING WITHIN THE ROAD RIGHT OF WAY.
  
 12. [PARTIALLY SATISFIED ??? SHOW PROPOSED ADA MATS.
 NOTE PAVEMENT MODIFICATIONS (INCLUDING MILL AND
 OVERLAY) ADJACENT TO CURB RAMPS WILL REQUIRE THE CURB
 RAMP TO BE BROUGHT UP TO CURRENT ADA STANDARDS.] SHOW
 THE LOCATION FOR ADA TRUNCATED DOME MATS.
  
 13. [SATISFIED] SHOW DROP CURBS AT SIDEWALK CONNECTIONS
 TO DRIVEWAYS.
  
 14. [SATISFIED ??? PREVIOUS VERSION OF SHEET A0.09
 SHOWED LABELS FOR 2BR, 1BR AND S NORTH OF THE NORTH
 PROPERTY LINE] ON SHEET A0.09 IT APPEARS THE BUILDING
 ENCROACHES THE FERN STREET R/W ON SECTION 3, LEVELS 3-6
 PODIUM FLOOR PLAN.
  
 15. [NOT SATISFIED ??? SEE NEW COMMENT BELOW] IT
 APPEARS THERE IS SANITARY SEWER PROPOSED ON LOT 1. DOES
 THE PROPERTY OWNER APPROVE OF THIS AND OTHER
 IMPROVEMENTS ON LOT 1.
  
 NEW COMMENTS (10/4/2022 SUBMITTAL):
  
 16. DRAINAGE CONTROL STRUCTURES NEED TO BE LOCATED OUT
 OF THE RIGHT OF WAY.
  
 17. THE PROPOSED BULBOUT AND DRIVEWAYS ON FERN ST. WILL
 INTERRUPT THE GUTTER FLOW ALONG THE PARKING SPACES. THE
 DRAINAGE SYSTEM ALONG THE ROAD WILL NEED TO BE EXTENDED
 TO BEFORE THE START OF THE BULBOUT (IF FERN ST. SLOPES
 FROM WEST TO EAST).
  
 18. LOT 1 BLOCK 20 EXTENDS TO THE ALLEY. THE UTILITY
 PLAN SHOWS PARKING AND SANITARY SEWER MANHOLE AND
 SANITARY SEWER MAINS NORTH OF THE ALLEY ON THE LOT 1
 BLOCK 20 PARCEL. PROVIDE DOCUMENTATION THAT THE PARCEL
 OWNER APPROVES OF THE IMPROVEMENTS PROPOSED ON THE
 PARCEL.
  
 19. PROVIDE EXISTING GRADES ALONG THE CENTERLINE, EDGES
 OF PAVEMENT, TOP OF CURB AND BACK OF SIDEWALK FOR ALL
 OF THE STREETS ADJACENT TO THE DEVELOPMENT, INCLUDING
 ADJACENT TO THE LOT 1, BLOCK 20 PARCEL (401 S. DIXIE
 HWY).
  
 20. PROVIDE INVERT AND RIM ELEVATIONS FOR ALL SANITARY
 SEWER AND STORM WATER STRUCTURES ADJACENT TO THE
 DEVELOPMENT AND FOR THE IMMEDIATE STRUCTURES UPSTREAM
 AND DOWNSTREAM OF THESE STRUCTURES.
  
 21. LABEL ALL UTILITIES (SIZE, MATERIAL, USE) WITHIN
 THE RIGHT OF WAY AND WITH THE PROJECT LIMITS.
  
 22. PROPOSED ALLEY ABANDONMENT IS 395.07 FEET LONG. THE
 EAST PROPERTY LINE ACROSS THE ALLEY SHOULD BE THE NORTH
 EXTENSION OF THE EAST PROPERTY LINE THAT IS SOUTH OF
 THE ALLEY (OR SOUTH EXTENSION OF THE R/W LINE
 ESTABLISHED BY FDOT???S DIXIE HWY MAINTENANCE MAP FOR
 THE PARCEL NORTH OF THE ALLEY). THE CIVIL PLANS SHOW
 THE EAST PROPERTY LINE ACROSS THE ALLEY AS AN EXTENSION
 OF THE BOUNDARY SURVEY???S EAST PROPERTY LINE THAT IS
 NORTH OF THE ALLEY.
  
 23. S. QUADRILLE BLVD IS MAINTAINED BY FDOT. ALL
 IMPROVEMENTS WITHIN THE S. QUADRILLE BLVD R/W ARE TO
 RECEIVE APPROVAL FROM FDOT. PROVIDE THIS APPROVAL WITH
 THE ENGINEERING PERMIT SUBMITTAL.
  
 24. REMOVE OR LABEL THE CLEAR SITE TRIANGLES ON THE PGD
 PLAN.
  
 25. INSTALL SPECIAL TYPE ???F??? CURB AND GUTTER ON S.
 DIXIE HWY. CALLOUT ON THE PGD PLAN AND CROSS SECTION
 B-B. PROVIDE A DETAIL.
  
 26. THERE APPEARS TO BE MULTIPLE ONSITE DRAINAGE
 SYSTEMS. WATER QUALITY TREATMENT WILL NEED TO BE
 PROVIDED BASED ON THE TRIBUTARY DRAINAGE AREA TO EACH
 SYSTEM. POST-DEVELOPMENT RUNOFF VOLUME CANNOT EXCEED
 PRE-DEVELOPMENT RUNOFF VOLUME. DRAINAGE CALCULATIONS
 WILL BE REVIEWED WITH THE ENGINEERING PERMIT SUBMITTAL.
  
 27. STAMPED ASPHALT THAT IS DISTURBED BY THE PROJECT
 WILL NEED TO BE RE-ESTABLISHED.
  
 28. SHOW LIMITS OF SIDEWALK REMOVAL ON THE DEMOLITION
 PLAN.
  
 29. THE CURB ALONG THE NORTH SIDE OF GARDENIA MAY BE
 PART OF THE SIDEWALK AS THICKENED EDGE SIDEWALK.
 REPLACE WITH TYPE D CURB.
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
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