Plan Review Details - Project Z21050021
Plan Review Stops For Project Z21050021
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-09-2021 Cont ID  
Sent By rbrown Date 06-09-2021 Time 20:38 Rev Time 0.00
Received By llouie Date 06-09-2021 Time 20:38 Sent To  
Notes
2021-06-09 20:39:53DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 NO COMMENTS ON PROPOSED SITE PLAN FOR EV CHARGING
 STATIONS.
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 08-17-2021 Cont ID  
Sent By rrossano Date 08-17-2021 Time   Rev Time 0.00
Received By rrossano Date 08-17-2021 Time   Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 06-02-2021 Cont ID  
Sent By rrossano Date 06-02-2021 Time   Rev Time 0.00
Received By rrossano Date 06-02-2021 Time   Sent To  
Notes
2021-06-02 09:54:421. PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1040 FOR FURTHER
 ASSISTANCE.
 2. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS
 OF ALL WATER, STORMWATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE
 SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING
 GRADES, PIPES SIZES, MATERIALS, ELEVATIONS,
 ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL
 INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER
 LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN
 VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS.
 PLEASE SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL
 EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT,
 INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION &
 TELECOMMUNICATION FACILITIES LOCATED ON THE
 RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL
 UTILITY CROSSINGS.
 3. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY:
  
 -SHOW EXISTING WATER METER BOX AND BACKFLOW ASSEMBLY
 NEAR SOUTH SIDE OF PROPERTY ON SITE PLAN AND CIVIL
 PLANS.
  
 -PLEASE VERIFY HOW EXISTING WATER SERVICE IS CURRENTLY
 USED, AND IF USE WILL CHANGE WITH PROPOSED PROJECT.
  
 -DOES THE FPL PROPERTY CURRENTLY HAVE ANY EXISTING
 SEWER LATERALS, AND WILL ANY NEW ONES BE NEEDED?
  
 -WILL THE CHARGING STATION NEEDED METERED DOMESTIC,
 IRRIGATION, OR FIRE WATER SERVICE?
  
 -IF EXISTING WATER METER WILL REMAIN IN SAME LOCATION,
 GRANT UTILITY EASEMENT FOR IT.
  
 -WILL THE METERED PARKING SPOTS ON DATURA REMAIN?
  
 -ON THE CIVIL PLANS, LABEL THE ROW OR CITY WPB PROPERTY
 AT QUADRILLE PLAZA DR.
  
 -WILL THE PARKING SPOTS FIT THE DIMENSIONS OF THE NEW
 ELECTRIC TRUCKS BEING PRODUCED SUCH AS THE FORD
 LIGHTNING?
  
 -WHAT WILL THE EMPTY PAVED AREA ON WEST SIDE OF THE
 CHARGING STATION AREA BE USED FOR?
  
 -THE FENCE ON WEST SIDE SAID REMOVEABLE. WHEN WOULD IT
 BE REMOVED, AND WOULD A KEY BE NEEDED FOR REMOVAL?
  
 RESPECTFULLY,
 MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR
 CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262,
 [email protected]
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT, (561) 494-1098 [email protected]
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-09-2021 Cont ID  
Sent By pleduc Date 06-09-2021 Time   Rev Time 0.00
Received By pleduc Date 06-09-2021 Time 13:54 Sent To  
Notes
2021-06-09 13:58:15FIRE HAS NO OBJECTIONS TO THE PROPOSED AND APPROVES.
  
 FIRE'S APPROVAL OF THIS SUBMITTED PROJECT DOES NOT
 CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.
  
 FIRE SHALL REVIEW ALL SUBMITTED BUILDING PLANS AT THE
 APPROPRIATE TIME AND IN ACCORDANCE WITH THE
 REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 3 Status P Date 11-10-2021 Cont ID  
Sent By rcaranci Date 11-10-2021 Time 12:55 Rev Time 0.00
Received By rcaranci Date 11-10-2021 Time 12:55 Sent To  
Notes
2021-11-10 12:56:00FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: FPL EV CHARGING 501 DATURA DMP-FSPR 21-02
 Z21050021
 NOVEMBER 8, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. RECOMMEND REMOVING GREEN WALLS TO
 INCREASE PLANTING SPACE IN LANDSCAPE BUFFER PLANTING
 BEDS LOCATED BETWEEN PARKING LOT AND PEDESTRIAN WALKS
 ON THE EAST SIDE BUFFER.
  
 2. SATISFIED. REPLACE/ IMPROVE PLANT MATERIAL IN
 EXISTING PLANTING BEDS ON SOUTH SIDE OF PROPERTY ON
 DATURA.
  
  
 3. SATISFIED. ADD ADDITIONAL TREES / LANDSCAPE BEDS TO
 THE DECORATIVE PAVEMENT POWERSTATION AREA CONTINUING
 THE PLANTING THEME FROM THE SOUTHERN LANDSCAPE BUFFER
 AROUND THE PARKING SPACES. PASS-THROUGH AREAS SHALL BE
 PROVIDED FOR ACCESS TO THE SIDEWALK.
  
 4. SATISFIED. EXTEND LANDSCAPE BUFFER FROM PARKING LOT
 EXIT ALONG ALLEY TO QUADRILLE PLAZA. INCORPORATE SMALL
 TREES IN BUFFER
  
  
 ANDREW BURNETT
 561-822-1562
  
 ADDITIONAL COMMENTS 8/20/21:
  
 5. SATISFIED. SECTION 94-113(F)(2) OF THE DMP CODE
 REQUIRES ALL NEW SURFACE PARKING TO PROVIDE THE
 REQUIRED TERMINAL ISLAND LANDSCAPE AREA WITH THE
 REQUIRED TREE. IF THIS CANNOT BE PROVIDED ON THE NORTH
 END OF THE ROW OF PARKING, A VARIANCE MUST BE
 REQUESTED.
  
 6. CONDITIONALLY SATISFIED. THE PLAZA AREA IS LACKING
 IN ANY PLANTINGS. THE JAMAICAN CAPER HEDGE IN THE RIGHT
 OF WAY STREETSCAPE IS PROPOSED TO BE COMPLETELY
 REMOVED. STAFF SUGGESTS ADDING PLANTINGS BACK AROUND
 THE DECORATIVE HISTORIC COLUMNS TO KEEP TRAFFIC AWAY
 FROM THEM AND ENHANCE THEM. PLANTINGS SHOULD EXTEND
 ALONG EAST WALL OF THE ENCLOSURE ADJACENT TO THE COLUMN
 AND THE MICRO MOBILITY AREA MOVED NORTH AWAY FROM THE
 COLUMN.
  
  
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS SHALL BE RESPONSIBLE FOR
 THE PERMITTING AND INSTALLATION OF THE RIGHT OF WAY
 LANDSCAPING AND IRRIGATION APPROVED WITH THIS PETITION.
 3. THE APPLICANT, SUCCESSORS SHALL BE RESPONSIBLE FOR
 THE MAINTENANCE OF THE ROAD RIGHT OF WAY LANDSCAPING
 AND IRRIGATION. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY.
 4. PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT FOR ANY
 STRUCTURES, A LANDSCAPE PERMIT SHALL BE SUBMITTED WITH
 PLANS REVISED TO MAKE THE FOLLOWING CORRECTIONS:
 ? RELOCATE THE PROPOSED SIMPSON?S STOPPER TREE IN THE
 SOUTH BUFFER IN CONFLICT WITH AN EXISTING UTILITY POLE.
  
 ? PLANT LIST ON SHEET LP-1 IS NOT ACCURATE. REMOVE FROM
 SHEET LP-1 AND ONLY INCLUDE ACCURATE PLANT LIST ON
 SHEET LP-2.
  
 ? REMOVE THE CREEPING FIG ON THE COLUMNS. IF THE VINES
 WERE TO ATTACH TO THE DECORATIVE HISTORIC TILES THEY
 COULD DAMAGE THE SURFACE.
  
 ? MICRO MOBILITY STATION WAS MOVED NORTH, PLANTINGS
 ARE TO BE EXTENDED ALONG THE BUILDING WHERE A UTILITY
 POLE AND TRASH RECEPTACLE BLOCK ACCESS.
  
Review Stop L LANDSCAPING
Rev No 2 Status F Date 08-23-2021 Cont ID  
Sent By rcaranci Date 08-23-2021 Time 11:59 Rev Time 0.00
Received By rcaranci Date 08-20-2021 Time 15:08 Sent To  
Notes
2021-08-23 11:59:33FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: FPL EV CHARGING 501 DATURA DMP-FSPR 21-02
 Z21050021
 AUGUST 20, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. RECOMMEND REMOVING GREEN WALLS TO
 INCREASE PLANTING SPACE IN LANDSCAPE BUFFER PLANTING
 BEDS LOCATED BETWEEN PARKING LOT AND PEDESTRIAN WALKS
 ON THE EAST SIDE BUFFER.
  
 2. SATISFIED. REPLACE/ IMPROVE PLANT MATERIAL IN
 EXISTING PLANTING BEDS ON SOUTH SIDE OF PROPERTY ON
 DATURA.
  
  
 3. SATISFIED. ADD ADDITIONAL TREES / LANDSCAPE BEDS TO
 THE DECORATIVE PAVEMENT POWERSTATION AREA CONTINUING
 THE PLANTING THEME FROM THE SOUTHERN LANDSCAPE BUFFER
 AROUND THE PARKING SPACES. PASS-THROUGH AREAS SHALL BE
 PROVIDED FOR ACCESS TO THE SIDEWALK.
  
 4. SATISFIED. EXTEND LANDSCAPE BUFFER FROM PARKING LOT
 EXIT ALONG ALLEY TO QUADRILLE PLAZA. INCORPORATE SMALL
 TREES IN BUFFER
  
  
 ANDREW BURNETT
 561-822-1562
  
 ADDITIONAL COMMENTS 8/20/21:
  
 5. SECTION 94-113(F)(2) OF THE DMP CODE REQUIRES ALL
 NEW SURFACE PARKING TO PROVIDE THE REQUIRED TERMINAL
 ISLAND LANDSCAPE AREA WITH THE REQUIRED TREE. IF THIS
 CANNOT BE PROVIDED ON THE NORTH END OF THE ROW OF
 PARKING, A VARIANCE MUST BE REQUESTED.
  
 6. THE PLAZA AREA IS LACKING IN ANY PLANTINGS. THE
 JAMAICAN CAPER HEDGE IN THE RIGHT OF WAY STREETSCAPE IS
 PROPOSED TO BE COMPLETELY REMOVED. STAFF SUGGESTS
 ADDING PLANTINGS BACK AROUND THE DECORATIVE HISTORIC
 COLUMNS TO KEEP TRAFFIC AWAY FROM THEM AND ENHANCE
 THEM. PLANTINGS SHOULD EXTEND ALONG EAST WALL OF THE
 ENCLOSURE ADJACENT TO THE COLUMN AND THE MICRO MOBILITY
 AREA MOVED NORTH AWAY FROM THE COLUMN.
  
  
  
 CONDITIONS OF APPROVAL
 1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT, PLANNING DIVISION.
 2. THE APPLICANT, SUCCESSORS SHALL BE RESPONSIBLE FOR
 THE PERMITTING AND INSTALLATION OF THE RIGHT OF WAY
 LANDSCAPING AND IRRIGATION APPROVED WITH THIS PETITION.
  
 3. THE APPLICANT, SUCCESSORS SHALL BE RESPONSIBLE FOR
 THE MAINTENANCE OF THE ROAD RIGHT OF WAY LANDSCAPING
 AND IRRIGATION. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 06-04-2021 Cont ID  
Sent By aburnett Date 06-04-2021 Time 16:00 Rev Time 0.00
Received By aburnett Date 06-04-2021 Time 16:00 Sent To  
Notes
2021-06-04 16:01:161. RECOMMEND REMOVING GREEN WALLS TO INCREASE PLANTING
 SPACE IN LANDSCAPE BUFFER PLANTING BEDS LOCATED BETWEEN
 PARKING LOT AND PEDESTRIAN WALKS ON THE EAST SIDE
 BUFFER.
 2. REPLACE/ IMPROVE PLANT MATERIAL IN EXISTING PLANTING
 BEDS ON SOUTH SIDE OF PROPERTY ON DATURA.
 3. ADD ADDITIONAL TREES / LANDSCAPE BEDS TO THE
 DECORATIVE PAVEMENT POWERSTATION AREA CONTINUING THE
 PLANTING THEME FROM THE SOUTHERN LANDSCAPE BUFFER
 AROUND THE PARKING SPACES. PASS-THROUGH AREAS SHALL BE
 PROVIDED FOR ACCESS TO THE SIDEWALK.
 4. EXTEND LANDSCAPE BUFFER FROM PARKING LOT EXIT ALONG
 ALLEY TO QUADRILLE PLAZA. INCORPORATE SMALL TREES IN
 BUFFER
  
 ANDREW BURNETT
 561-822-1562
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date 06-07-2021 Cont ID  
Sent By   Date 06-07-2021 Time   Rev Time 0.00
Received By   Date 06-07-2021 Time   Sent To  
Notes
2021-06-07 11:35:27NO OBJECTION TO THE PROPOSED SITE PLAN.
  
 MATT HEJAZI
 DPET. OF PUBLIC WORKS
 [email protected]
Review Stop STORM STORMWATER
Rev No 3 Status P Date 11-08-2021 Cont ID  
Sent By tward Date 11-08-2021 Time 17:20 Rev Time 0.00
Received By tward Date 11-08-2021 Time 17:21 Sent To  
Notes
2021-11-08 17:20:56THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 10-22-2021 SUBMITTAL:
  
 1. [SATISFIED] THE CITY'S OFFICIAL VERTICAL DATUM PER
 CITY CODE IS NGVD1929. THE CITY IS ALLOWING SURVEYS AND
 PLANS TO USE NAVD1988 PROVIDED THE CONVERSION EQUATION
 BETWEEN NAVD1988 AND NGVD1929 IS ALSO PROVIDED. PROVIDE
 THE CONVERSION EQUATION ON THE SURVEY.
  
 2. [PARTIALLY SATISFIED - SEE NEW COMMENT #20 BELOW]
 ADD VERTICAL DATUM AND CONVERSION EQUATION TO SHEETS
 C-200 (FOR BENCHMARK ELEVATION) AND C-204. LABEL THE
 VERTICAL DATUM ON SHEETS C-203 AND C-206. [[PREVIOUS
 COMMENTS: LABEL THE VERTICAL DATUM AND CONVERSION
 EQUATION TO NGVD1929 ON ALL CIVIL ENGINEERING SHEETS
 WITH ELEVATION INFORMATION.]
  
 3. [SATISFIED] MINIMUM 15 INCH DIAMETER RCP DRAINAGE
 PIPE TO BE CONSTRUCTED WITHIN THE RIGHT OF WAY.
  
 4. [SATISFIED - CALCULATIONS TO BE PROVIDED WITH
 ENGINEERING PERMIT SUBMITTAL] DRAINAGE SYSTEM TO BE
 DESIGNED TO MEET SFWMD ERP CRITERIA.
  
 5. [SATISFIED] PROVIDE A PRB DETAIL AND LABEL THE
 STRUCTURES WHERE A PRB WILL BE INSTALLED. [PREVIOUS
 COMMENT: PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO
 EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. THE CITY
 DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION
 TRENCHES.]
  
 6. [SATISFIED] THE SITE PLAN SHOWS THE EXISTING CATCH
 BASIN ON DATURA STREET WEST OF THE DRIVEWAY. THE CIVIL
 PLANS SHOW THE CATCH BASIN AT THE WEST SIDE OF THE
 DRIVEWAY. IF THE SITE PLAN IS CORRECT, THEN SHOW THE
 DRIVEWAY FLARE CONNECTING INTO THE EXISTING CURB
 TRANSITION. IF THE CATCH BASIN IS WITHIN THE DRIVEWAY
 THEN IT SHOULD BE CONVERTED TO A VALLEY GUTTER TOP AND
 VALLEY GUTTER CONSTRUCTED ACROSS THE DRIVEWAY.
  
 7. [SATISFIED] VALLEY GUTTER MAY NOT BE NEEDED AT THE
 ALLEY DRIVEWAY. COORDINATE DESIGN WITH THE CITY'S
 PROPOSED UTILITY IMPROVEMENT PROJECT IN THE ALLEY.
  
 8. [SATISFIED] MAINTENANCE AGREEMENT TO BE NEEDED FOR
 THE IMPROVEMENTS PROPOSED IN THE RIGHT OF WAY OF
 QUADRILLE PLAZA DRIVE.
  
 9. [SATISFIED] SITE SHOULD BE GRADED TO DRAIN
 INTERNALLY TO THE DRAINAGE SYSTEM AND NOT FLOW ACROSS
 THE SIDEWALKS.
  
 10. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 11. [SATISFIED] SHOW AND LABEL THE LOCATION OF THE
 PROPERTY LINE. PROVIDE DIMENSIONS FROM BACK OF CURB TO
 THE PROPERTY LINE. [PREVIOUS COMMENT: PROVIDE CROSS
 SECTIONS FOR EACH DRIVEWAY AND FOR THE EAST PROPERTY
 LINE FROM CENTER OF RIGHT OF WAY TO 10 FEET WITHIN THE
 PROJECT.]
  
 12. [SATISFIED] INDICATE IF A PERIMETER BERM WILL BE
 REQUIRED TO CONTAIN STORMWATER RUNOFF UP TO THE 25-YEAR
 3-DAY STORM EVENT.
  
 13. [SATISFIED - SUGGESTION CONSIDERED BUT CANNOT BE
 IMPLEMENTED. SEE NEW COMMENT #21 BELOW.] SUGGEST
 NARROWING THE WIDTH OF THE SOUTH DRIVEWAY IN ORDER TO
 KEEP THE EXISTING DRAINAGE STRUCTURE AND CONVERT THE
 STRUCTURE TO MANHOLE TOP. THE EXISTING ELECTRICAL DUCT
 BANK MAY PREVENT THE INSTALLATION OF 15? RCP BETWEEN
 THE NEW CATCH BASIN AND THE NEW MANHOLE IN THE RIGHT OF
 WAY.
  
 14. [SATISFIED - SEE NEW COMMENT #22 BELOW] LABEL
 EXISTING PIPE SIZES AND MATERIAL FOR STORMWATER,
 SANITARY SEWER AND WATER MAINS.
  
 15. [SATISFIED] THE SITE PLAN (SHEET PSP-1) SHOWS AND
 EXISTING STORM PIPE ON DATURA STREET AS CURVING BETWEEN
 A CATCH BASIN ON THE NORTH SIDE OF THE ROAD AND A
 MANHOLE ON THE SOUTH SIDE OF THE ROAD. FURTHER WEST ON
 DATURA STREET, A STORM PIPE IS SHOWN BENDING AROUND THE
 POWER POLE ON THE SOUTH SIDE OF THE STREET. HOW WERE
 THESE PIPE ALIGNMENTS DETERMINED?
  
 16. [NOT SATISFIED - CAN BE CORRECTED FOR ENGINEERING
 PERMIT SUBMITTAL] SHEET C-203 SHOWS THE ELEVATION OF
 THE FOUR CORNERS OF THE SIDEWALK CROSSING THE DRIVEWAY
 TO BE THE SAME. THERE SHOULD BE A MINIMUM CROSS SLOPE
 OF 0.5% FOR DRAINAGE AND MAXIMUM CROSS SLOPE OF 2% FOR
 ADA. THE CROSS SLOPE NEEDS TO BE SHOWN ON SECTION A-A
 ON SHEET C-205.
  
 17. [SATISFIED] INCREASE THE DEPTH OF THE SWALE EAST OF
 THE PARKING SPACES.
  
 18. [SATISFIED] COMMENT REVISED 9/13/2021 TO MATCH WHAT
 WAS DISCUSSED WITH J. SCHMIDT ON 9/10/21) MOVE THE
 PROPOSED CURBING OUT OF THE ALLEY RIGHT OF WAY. LABEL
 THE CURBS ON SHEET C-200.
  
 19. [NOT SATISFIED - CAN BE ADDRESSED FOR ENGINEERING
 PERMIT SUBMITTAL] THE VALLEY GUTTER WILL NOT BE
 PERPENDICULAR TO THE CURBING ON EITHER SIDE OF THE
 DRIVEWAY. THE SOUTH EDGE OF THE VALLEY GUTTER SHOULD BE
 TANGENT TO THE EP BETWEEN THE NEW MANHOLE (MH 1) AND
 THE TYPE 'F' C&G. [PREVIOUS COMMENT: CAN THE VALLEY
 GUTTER (DROP CURB) ACROSS THE SOUTH DRIVEWAY BE TANGENT
 TO THE BULBOUT WEST OF THE DRIVEWAY? DRIVERS TURNING
 FROM QUADRILLE PLAZA DRIVE AND FOLLOWING THE EDGE OF
 PAVEMENT WILL HIT THE BULBOUT OR HAVE TO QUICKLY SHIFT
 TO THE LEFT TO AVOID THE BULBOUT. MORE OF THE CURB AND
 GUTTER EAST OF THE DRIVEWAY MAY NEED TO BE REPLACED (IF
 THE ROAD IS WIDE ENOUGH) TO BE TANGENT ON THE EAST SIDE
 ALSO.]
  
 NEW COMMENTS (CAN BE ADDRESSED DURING ENGINEERING
 PERMIT SUBMITTAL):
  
 20. ADD VERTICAL DATUM AND CONVERSION EQUATION TO SHEET
 C-304.
  
 21. THE TWO EXISTING PIPES BETWEEN THE CURB INLET TO BE
 REMOVED AND THE STRUCTURE ON THE SOUTH SIDE OF DATURA
 STREET ARE LESS THAN 15 INCHES IN DIAMETER BECAUSE THE
 ELECTRICAL DUCT BANK PREVENTED THE INSTALLATION OF 15
 INCH RCP. PROVIDE POTHOLE INFORMATION ON THE DUCT BANK
 WHERE THE STORM PIPE WILL BE CROSSING. SHOW THE CORRECT
 SIZE PIPES ON SHEET C-100, C-200 AND C-203.
  
 22. LABEL THE EXISTING AND PROPOSED PIPE SIZES AND
 MATERIAL ON SHEET C-203.
  
 23. THE SCALE BAR APPEARS TO BE MISLABELED ON SEVERAL
 ENGINEERING SHEETS.
  
 24. IS THE CONCRETE COLLAR (PLAN KEYNOTE #70 ON SHEET
 C-200) AROUND STRUCTURE CB1 NECESSARY? THE SURROUNDING
 PAVEMENT IS SHOWN TO BE CONCRETE. IF COLLAR IS NEEDED,
 STAFF SUGGESTS THE COLLAR BE A MINIMUM 6 INCHES THICK
 INSTEAD OF THE 3 INCHES SHOWN ON THE DETAIL ON SHEET
 C-308.
  
 25. SHOW OUTLINE OF EXFILTRATION TRENCH ON SHEETS C-200
 AND C-203.
  
 26. IS YARD DRAIN YD1 NEEDED? CAN THE AREA BE GRADED TO
 DRAIN TO CB2?
  
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
  
Review Stop STORM STORMWATER
Rev No 2 Status F Date 09-09-2021 Cont ID  
Sent By tward Date 09-09-2021 Time 14:40 Rev Time 0.00
Received By tward Date 09-13-2021 Time 11:54 Sent To  
Notes
2021-09-09 14:41:15THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 8/11/2021 SUBMITTAL:
  
  
 1. [SATISFIED] THE CITY'S OFFICIAL VERTICAL DATUM PER
 CITY CODE IS NGVD1929. THE CITY IS ALLOWING SURVEYS AND
 PLANS TO USE NAVD1988 PROVIDED THE CONVERSION EQUATION
 BETWEEN NAVD1988 AND NGVD1929 IS ALSO PROVIDED. PROVIDE
 THE CONVERSION EQUATION ON THE SURVEY.
  
 2. [PARTIALLY SATISFIED] ADD VERTICAL DATUM AND
 CONVERSION EQUATION TO SHEETS C-200 (FOR BENCHMARK
 ELEVATION) AND C-204. LABEL THE VERTICAL DATUM ON
 SHEETS C-203 AND C-206. [PREVIOUS COMMENT: LABEL THE
 VERTICAL DATUM AND CONVERSION EQUATION TO NGVD1929 ON
 ALL CIVIL ENGINEERING SHEETS WITH ELEVATION
 INFORMATION.]
  
 3. [SATISFIED] MINIMUM 15 INCH DIAMETER RCP DRAINAGE
 PIPE TO BE CONSTRUCTED WITHIN THE RIGHT OF WAY.
  
 4. [SATISFIED - CALCULATIONS TO BE PROVIDED WITH
 ENGINEERING PERMIT SUBMITTAL] DRAINAGE SYSTEM TO BE
 DESIGNED TO MEET SFWMD ERP CRITERIA.
  
 5. [NOT SATISFIED] PROVIDE A PRB DETAIL AND LABEL THE
 STRUCTURES WHERE A PRB WILL BE INSTALLED. [PREVIOUS
 COMMENT: PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO
 EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. THE CITY
 DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION
 TRENCHES.]
  
 6. [SATISFIED] THE SITE PLAN SHOWS THE EXISTING CATCH
 BASIN ON DATURA STREET WEST OF THE DRIVEWAY. THE CIVIL
 PLANS SHOW THE CATCH BASIN AT THE WEST SIDE OF THE
 DRIVEWAY. IF THE SITE PLAN IS CORRECT, THEN SHOW THE
 DRIVEWAY FLARE CONNECTING INTO THE EXISTING CURB
 TRANSITION. IF THE CATCH BASIN IS WITHIN THE DRIVEWAY
 THEN IT SHOULD BE CONVERTED TO A VALLEY GUTTER TOP AND
 VALLEY GUTTER CONSTRUCTED ACROSS THE DRIVEWAY.
  
 7. [SATISFIED] VALLEY GUTTER MAY NOT BE NEEDED AT THE
 ALLEY DRIVEWAY. COORDINATE DESIGN WITH THE CITY'S
 PROPOSED UTILITY IMPROVEMENT PROJECT IN THE ALLEY.
  
 8. [SATISFIED] MAINTENANCE AGREEMENT TO BE NEEDED FOR
 THE IMPROVEMENTS PROPOSED IN THE RIGHT OF WAY OF
 QUADRILLE PLAZA DRIVE.
  
 9. [SATISFIED] SITE SHOULD BE GRADED TO DRAIN
 INTERNALLY TO THE DRAINAGE SYSTEM AND NOT FLOW ACROSS
 THE SIDEWALKS.
  
 10. [SATISFIED] SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 11. [PARTIALLY SATISFIED] SHOW AND LABEL THE LOCATION
 OF THE PROPERTY LINE. PROVIDE DIMENSIONS FROM BACK OF
 CURB TO THE PROPERTY LINE. [PREVIOUS COMMENT: PROVIDE
 CROSS SECTIONS FOR EACH DRIVEWAY AND FOR THE EAST
 PROPERTY LINE FROM CENTER OF RIGHT OF WAY TO 10 FEET
 WITHIN THE PROJECT.]
  
 12. [SATISFIED] INDICATE IF A PERIMETER BERM WILL BE
 REQUIRED TO CONTAIN STORMWATER RUNOFF UP TO THE 25-YEAR
 3-DAY STORM EVENT.
  
 NEW COMMENTS:
 13. SUGGEST NARROWING THE WIDTH OF THE SOUTH DRIVEWAY
 IN ORDER TO KEEP THE EXISTING DRAINAGE STRUCTURE AND
 CONVERT THE STRUCTURE TO MANHOLE TOP. THE EXISTING
 ELECTRICAL DUCT BANK MAY PREVENT THE INSTALLATION OF
 15? RCP BETWEEN THE NEW CATCH BASIN AND THE NEW MANHOLE
 IN THE RIGHT OF WAY.
  
 14. LABEL EXISTING PIPE SIZES AND MATERIAL FOR
 STORMWATER, SANITARY SEWER AND WATER MAINS.
  
 15. THE SITE PLAN (SHEET PSP-1) SHOWS AND EXISTING
 STORM PIPE ON DATURA STREET AS CURVING BETWEEN A CATCH
 BASIN ON THE NORTH SIDE OF THE ROAD AND A MANHOLE ON
 THE SOUTH SIDE OF THE ROAD. FURTHER WEST ON DATURA
 STREET, A STORM PIPE IS SHOWN BENDING AROUND THE POWER
 POLE ON THE SOUTH SIDE OF THE STREET. HOW WERE THESE
 PIPE ALIGNMENTS DETERMINED?
  
 16. SHEET C-203 SHOWS THE ELEVATION OF THE FOUR CORNERS
 OF THE SIDEWALK CROSSING THE DRIVEWAY TO BE THE SAME.
 THERE SHOULD BE A MINIMUM CROSS SLOPE OF 0.5% FOR
 DRAINAGE AND MAXIMUM CROSS SLOPE OF 2% FOR ADA. THE
 CROSS SLOPE NEEDS TO BE SHOWN ON SECTION A-A ON SHEET
 C-205.
  
 17. INCREASE THE DEPTH OF THE SWALE EAST OF THE PARKING
 SPACES.
  
 18. COMMENT REVISED 9/13/2021 TO MATCH WHAT WAS
 DISCUSSED WITH J. SCHMIDT ON 9/10/21) MOVE THE PROPOSED
 CURBING OUT OF THE ALLEY RIGHT OF WAY. LABEL THE CURBS
 ON SHEET C-200.
  
 19. CAN THE VALLEY GUTTER (DROP CURB) ACROSS THE SOUTH
 DRIVEWAY BE TANGENT TO THE BULBOUT WEST OF THE
 DRIVEWAY? DRIVERS TURNING FROM QUADRILLE PLAZA DRIVE
 AND FOLLOWING THE EDGE OF PAVEMENT WILL HIT THE BULBOUT
 OR HAVE TO QUICKLY SHIFT TO THE LEFT TO AVOID THE
 BULBOUT. MORE OF THE CURB AND GUTTER EAST OF THE
 DRIVEWAY MAY NEED TO BE REPLACED (IF THE ROAD IS WIDE
 ENOUGH) TO BE TANGENT ON THE EAST SIDE ALSO.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-10-2021 Cont ID  
Sent By tward Date 06-10-2021 Time 10:45 Rev Time 0.00
Received By tward Date 06-10-2021 Time 10:45 Sent To  
Notes
2021-06-10 10:45:44THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
 DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
 PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
 ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
 APPLICATION PROCESSES.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. THE CITY?S OFFICIAL VERTICAL DATUM PER CITY CODE IS
 NGVD1929. THE CITY IS ALLOWING SURVEYS AND PLANS TO USE
 NAVD1988 PROVIDED THE CONVERSION EQUATION BETWEEN
 NAVD1988 AND NGVD1929 IS ALSO PROVIDED. PROVIDE THE
 CONVERSION EQUATION ON THE SURVEY.
  
 2. LABEL THE VERTICAL DATUM AND CONVERSION EQUATION TO
 NGVD1929 ON ALL CIVIL ENGINEERING SHEETS WITH ELEVATION
 INFORMATION.
  
 3. MINIMUM 15 INCH DIAMETER RCP DRAINAGE PIPE TO BE
 CONSTRUCTED WITHIN THE RIGHT OF WAY.
  
 4. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
 CRITERIA.
  
 5. PRBS SHOULD BE USED IN STRUCTURES CONNECTED TO
 EXFILTRATION TRENCHES AND ON THE OUTFALL PIPE. THE CITY
 DOES NOT ALLOW THE USE OF BLEEDERS WITH EXFILTRATION
 TRENCHES.
  
 6. THE SITE PLAN SHOWS THE EXISTING CATCH BASIN ON
 DATURA STREET WEST OF THE DRIVEWAY. THE CIVIL PLANS
 SHOW THE CATCH BASIN AT THE WEST SIDE OF THE DRIVEWAY.
 IF THE SITE PLAN IS CORRECT, THEN SHOW THE DRIVEWAY
 FLARE CONNECTING INTO THE EXISTING CURB TRANSITION. IF
 THE CATCH BASIN IS WITHIN THE DRIVEWAY THEN IT SHOULD
 BE CONVERTED TO A VALLEY GUTTER TOP AND VALLEY GUTTER
 CONSTRUCTED ACROSS THE DRIVEWAY.
  
 7. VALLEY GUTTER MAY NOT BE NEEDED AT THE ALLEY
 DRIVEWAY. COORDINATE DESIGN WITH THE CITY'S PROPOSED
 UTILITY IMPROVEMENT PROJECT IN THE ALLEY.
  
 8. MAINTENANCE AGREEMENT TO BE NEEDED FOR THE
 IMPROVEMENTS PROPOSED IN THE RIGHT OF WAY OF QUADRILLE
 PLAZA DRIVE.
  
 9. SITE SHOULD BE GRADED TO DRAIN INTERNALLY TO THE
 DRAINAGE SYSTEM AND NOT FLOW ACROSS THE SIDEWALKS.
  
 10. SHOW UTILITIES ON THE LANDSCAPE PLANS.
  
 11. PROVIDE CROSS SECTIONS FOR EACH DRIVEWAY AND FOR
 THE EAST PROPERTY LINE FROM CENTER OF RIGHT OF WAY TO
 10 FEET WITHIN THE PROJECT.
  
 12. INDICATE IF A PERIMETER BERM WILL BE REQUIRED TO
 CONTAIN STORMWATER RUNOFF UP TO THE 25-YEAR 3-DAY STORM
 EVENT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION MAY
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
  
 2. PROVIDE A COPY OF THE SFWMD OR FDEP ERP (IF
 APPLICABLE) WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 4. DRAINAGE CALCULATIONS WILL BE REVIEWED WITH THE
 ENGINEERING PERMIT APPLICATION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120 (O)
 561-351-0510 (M)
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 08-17-2021 Cont ID  
Sent By vnoel Date 08-17-2021 Time 09:23 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-08-17 09:57:421. SKETCH AND LEGAL FOR SIDEWALK IS APPROVED.
 2. PROVIDE DEED TO CITY PRIOR TO C.O.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 06-07-2021 Cont ID  
Sent By vnoel Date 06-07-2021 Time 08:21 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-06-07 08:39:051. SURVEY ALSO NEEDS TO BE A BOUNDARY OR ALTA SURVEY.
 2. ALLEY ALONG NORTH SIDE IS DUE FOR RE-CONSTRUCTION.
 PLEASE COORDINATE WITH LINA CAMACHO IN PUBLIC
 UTILITIES.
 3. SIDEWALK ALONG DATURA SHOULD BE ADDRESSED. CURRENTLY
 ON PRIVATE PROPERTY.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 3 Status P Date 11-05-2021 Cont ID  
Sent By   Date 11-05-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-11-05 18:40:26NO FURTHER COMMENTS.
  
 TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
 2) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING
 3) SATISFIED. REPAVE THE ALLEY AND PROVIDE PAVEMENT
 MARKING AND SIGNS TO MAKE IT ONE WAY EASTBOUND
 4) SATISFIED. RE-DESIGN THE NORTH DRIVEWAY SO TO ALLOW
 RIGHT-TURN OUT OF THE PARKING LOT
 5) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 ROAD AND CURB DETAILS (I.E. DRIVEWAY OR PARKING STALLS)
 OF THE PROPERTIES ON THE OPPOSITE SIDE OF THE ALLEY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date 08-26-2021 Cont ID  
Sent By   Date 08-26-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-08-26 18:22:10NO FURTHER COMMENTS
  
 TRAFFIC COMMENTS
 1) SATISFIED. PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 2) SATISFIED. PROVIDE AUTOTURN ANALYSIS FOR GARBAGE
 TRUCK AND SERVICE VEHICLES DRIVING IN AND OUT OF THE
 PROPOSED DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES
 CLEARLY DEFINED. ANALYSIS SHOULD BE PROVIDED IN A
 SEPARATE FILE/DRAWING
 3) SATISFIED. REPAVE THE ALLEY AND PROVIDE PAVEMENT
 MARKING AND SIGNS TO MAKE IT ONE WAY EASTBOUND
 4) SATISFIED. RE-DESIGN THE NORTH DRIVEWAY SO TO ALLOW
 RIGHT-TURN OUT OF THE PARKING LOT
 5) SATISFIED. ON THE SITE PLAN, PLEASE SHOWCASE BASIC
 ROAD AND CURB DETAILS (I.E. DRIVEWAY OR PARKING STALLS)
 OF THE PROPERTIES ON THE OPPOSITE SIDE OF THE ALLEY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 06-10-2021 Cont ID  
Sent By   Date 06-10-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-06-10 02:00:31TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER
  
 SITE COMMENTS
 2) PROVIDE AUTOTURN ANALYSIS FOR GARBAGE TRUCK AND
 SERVICE VEHICLES DRIVING IN AND OUT OF THE PROPOSED
 DEVELOPMENT WITH VEHICLE DYNAMIC ENVELOPES CLEARLY
 DEFINED. ANALYSIS SHOULD BE PROVIDED IN A SEPARATE
 FILE/DRAWING
 3) REPAVE THE ALLEY AND PROVIDE PAVEMENT MARKING AND
 SIGNS TO MAKE IT ONE WAY EASTBOUND
 4) RE-DESIGN THE NORTH DRIVEWAY SO TO ALLOW RIGHT-TURN
 OUT OF THE PARKING LOT
 5) ON THE SITE PLAN, PLEASE SHOWCASE BASIC ROAD AND
 CURB DETAILS (I.E. DRIVEWAY OR PARKING STALLS) OF THE
 PROPERTIES ON THE OPPOSITE SIDE OF THE ALLEY
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
  
Review Stop Z ZONING
Rev No 3 Status P Date 11-10-2021 Cont ID  
Sent By llouie Date 11-10-2021 Time   Rev Time 0.00
Received By llouie Date 11-10-2021 Time   Sent To  
Notes
2021-11-10 12:26:36ZONING APPROVED WITH THE FOLLOWING CONDITIONS:
  
  
 1.) THE APPLICANT SHALL PROVIDE A DEED TO THE CITY FOR
 THE 959 SQ. FT. RIGHT-OF-WAY DEDICATION ALONG DATURA
 STREET PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
 COMPLETION.
  
  
 2.) THE PARKING AREA SHALL BE PAVED WITH A LIGHTLY
 REFLECTIVE SURFACE TO REDUCE THE HEAT ISLAND EFFECT ON
 THE UNCOVERED SURFACE.
  
  
 3.) SIGNAGE IS NOT INCLUDED AS PART OF THIS APPROVAL.
 ALL SIGNAGE SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS
 OF THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS)
 AND SHALL BE REVIEWED BY SEPARATE PERMIT.
  
  
 4.) THE FREESTANDING SIGN LOCATED AT THE DATURA STREET
 ENTRANCE SHALL ONLY PROVIDE DIRECTIONAL INFORMATION;
 ANY LOGO OR BRANDING INFORMATION IS PROHIBITED ON THIS
 SIGN.
  
  
 5.) THE REMOVABLE FENCE ON THE WEST SIDE OF THE PARKING
 AREA SHALL BE OF OPAQUE MATERIAL OR VINYL-COATED CHAIN
 LINK. IF VINYL-COATED CHAIN LINK IS USED, ADDITIONAL
 SCREENING SHALL BE REQUIRED AND APPROVED BY PLANNING
 STAFF. THE REMOVABLE FENCE SHALL BE APPROVED BY
 SEPARATE PERMIT.
  
  
 6.) A LETTER FROM COMCAST, CONFIRMING THAT THE PROJECT
 DOES NOT ENCROACH INTO THEIR UTILITY EASEMENT OR
 OTHERWISE INTERFERE WITH THE PROVISION OF THEIR SERVICE
 SHALL BE PROVIDED TO PLANNING STAFF PRIOR TO ZONING
 APPROVAL OF ANY PERMIT FOR THIS PROJECT.
  
  
 7.) PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
 THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
 SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
 SERVICES DEPARTMENT ? PLANNING DIVISION.
  
  
 8.) THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE PERMITTING AND INSTALLATION OF THE
 RIGHT-OF-WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION.
  
  
 9.) THE APPLICANT, SUCCESSORS AND ASSIGNS SHALL BE
 RESPONSIBLE FOR THE MAINTENANCE OF THE ROAD
 RIGHT-OF-WAY LANDSCAPING AND IRRIGATION APPROVED WITH
 THIS PETITION. THIS WILL BE THROUGH A SEPARATE
 MAINTENANCE AGREEMENT WITH THE CITY. THE MAINTENANCE
 AGREEMENT SHALL BE EXECUTED PRIOR TO THE ISSUANCE OF A
 CERTIFICATE OF COMPLETION.
  
  
 10.) PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR ANY
 STRUCTURES, A LANDSCAPE PERMIT SHALL BE SUBMITTED WITH
 PLANS REVISED TO MAKE THE FOLLOWING CORRECTIONS:
  
 A. RELOCATE THE PROPOSED SIMPSON'S STOPPER TREE IN THE
 SOUTH BUFFER IN CONFLICT WITH AN EXISTING UTILITY POLE.
  
 B. PLANT LIST ON SHEET LP-1 IS NOT ACCURATE. REMOVE
 FROM SHEET LP-1 AND ONLY INCLUDE ACCURATE PLANT LIST ON
 SHEET LP-2.
  
 C. REMOVE CREEPING FIG ON COLUMNS. IF THE VINES WERE TO
 ATTACH TO THE DECORATIVE HISTORIC TILES, THEY COULD
 DAMAGE THE SURFACE.
  
 D. MICRO-MOBILITY STATION WAS MOVED NORTH, PLANTINGS
 ARE TO BE EXTENDED ALONG THE BUILDING WHERE A UTILITY
 POLE AND TRASH RECEPTACLE BLOCK ACCESS.
  
  
 11.) PLEASE ADDRESS THE FOLLOWING FOR ENGINEERING
 PERMIT:
  
 A. SHEET C-203 SHOWS THE ELEVATION OF THE FOUR CORNERS
 OF THE SIDEWALK CROSSING THE DRIVEWAY TO BE THE SAME.
 THERE SHOULD BE A MINIMUM CROSS SLOPE OF 0.5% FOR
 DRAINAGE AND MAXIMUM CROSS SLOPE OF 2% FOR ADA. THE
 CROSS SLOPE NEEDS TO BE SHOWN ON SECTION A-A ON SHEET
 C-205.
  
 B. THE VALLEY GUTTER WILL NOT BE PERPENDICULAR TO THE
 CURBING ON EITHER SIDE OF THE DRIVEWAY. THE SOUTH EDGE
 OF THE VALLEY GUTTER SHOULD BE TANGENT TO THE EP
 BETWEEN THE NEW MANHOLE (MH 1) AND THE TYPE 'F' C&G.
  
 C. ADD VERTICAL DATUM AND CONVERSION EQUATION TO SHEET
 C-304.
  
 D. THE TWO EXISTING PIPES BETWEEN THE CURB INLET TO BE
 REMOVED AND THE STRUCTURE ON THE SOUTH SIDE OF DATURA
 STREET ARE LESS THAN 15 INCHES IN DIAMETER BECAUSE THE
 ELECTRICAL DUCT BANK PREVENTED THE INSTALLATION OF
 15-INCH RCP. PROVIDE POTHOLE INFORMATION ON THE DUCK
 BANK WHERE THE STORM PIPE WILL BE CROSSING. SHOW THE
 CORRECT SIZE PIPES ON SHEET C-100, C-200 AND C-203.
  
 E. LABEL THE EXISTING AND PROPOSED PIPE SIZES AND
 MATERIAL ON SHEET C-203.
  
 F. THE SCALE BAR APPEARS TO BE MISLABELED ON SEVERAL
 ENGINEERING SHEETS.
  
 G. IS THE CONCRETE COLLAR (PLAN KEYNOTE #70 ON SHEET
 C-200) AROUND THE STRUCTURE CB1 NECESSARY? THE
 SURROUNDING PAVEMENT IS SHOWN TO BE CONCRETE. IF COLLAR
 IS NEEDED, STAFF SUGGESTS THE COLLAR BE A MINIMUM
 6-INCH THICK INSTEAD OF 3-INCHES SHOWN ON THE DETAIL ON
 SHEET C-308.
  
 H. SHOW OUTLINE OF EXFILTRATION TRENCH ON SHEETS C-200
 AND C-203.
  
 I. IS YARD DRAIN YD1 NEEDED? CAN THE AREA BE GRADED TO
 DRAIN TO CB2?
  
Review Stop Z ZONING
Rev No 2 Status F Date 08-26-2021 Cont ID  
Sent By llouie Date 08-26-2021 Time   Rev Time 0.00
Received By llouie Date 08-26-2021 Time   Sent To  
Notes
2021-08-26 12:26:30GENERAL COMMENTS:
  
 1.) THE PROPOSED PROJECT IS TO OCCUR ON A HEAVY UTILITY
 SITE WITHIN THE DOWNTOWN CORE. STAFF WOULD LIKE TO
 CONTINUE TO WORK WITH THE APPLICANT ON IMPROVEMENTS TO
 THE ENTIRE SITE THAT WOULD REDUCE THE NEGATIVE VISUAL
 IMPACT OF THE UTILITY FACILITY ON THE PUBLIC REALM. SEE
 STAFF'S COMMENTS ON THE SITE PLAN AND LANDSCAPE PLAN
 BELOW.
  
 2.) THE FPL SERVICE LETTER (DATED JULY 23, 2021) STATES
 " FACILITIES HAVE POTENTIAL TO BE REQUIRED TO BE
 RE-LOCATED AND EASEMENTS ADJUSTED WITHIN THE SCOPE OF
 THE PROJECT." HAVE THE PLANS BEEN MODIFIED TO ADDRESS
 FPL'S COMMENT? ALL POTENTIAL UTILITY ISSUES MUST BE
 RESOLVED PRIOR TO SITE PLAN APPROVAL.
  
 3.) SERVICE LETTERS FROM COMCAST AND FPU ARE STILL
 OUTSTANDING.
  
 4.) RENDERINGS MUST BE ACCURATE AND MATCH ALL EXISTING
 AND PROPOSED CONDITIONS FOR THE PROJECT. REVIEW OF THE
 LATEST SET OF RENDERINGS WITH THE PLANS DO NOT MATCH.
 PLEASE ADDRESS FOR CONSISTENCY.
  
  
  
 SITE PLAN COMMENTS:
  
 1.) BARBED WIRED IS NOT PERMITTED ABOVE THE FENCE AND
 SHALL BE REMOVED. THIS IS DEPICTED IN THE RENDERINGS
 AND IN THE ENGINEERING PLANS.
  
 2.) PLEASE IDENTIFY THE EXISTING ON-STREET PARKING VS.
 PROPOSED ON-STREET PARKING ON DATURA STREET. THE FEE IS
 $16,900/REMOVED SPACE.
  
 3.) SKETCH AND LEGAL HAS BEEN PROVIDED FOR THE ROW
 DEDICATION ALONG DATURA (8/4/2021 RESUBMITTAL);
 HOWEVER, THE ROW DEDICATION SHALL ALSO BE
 ILLUSTRATED/CROSSHATCHED AND NOTATED IN THE SITE PLAN
 AND ROW DEDICATION CALCULATIONS SHALL BE PROVIDED IN
 THE SITE DATA TABULAR (SHEET SP-1) FOR CONSISTENCY.
  
 4.) A NEW FENCE IS DEPICTED ALONG QUADRILLE PLAZA ROAD
 (NOT PERMITTED OUTSIDE OF THE PROPERTY LINE) AND
 CONTINUING ALONG DATURA STREET AND THE ALLEY FOR THE
 PROJECT. THERE IS NO INFORMATION/DETAIL/NOTE PROVIDED
 ON THIS FENCE. PLEASE NOTE THAT STAFF OPPOSES THIS
 FENCE AS IT INHIBITS ACCESS AND INTEGRATION TO THE
 PUBLIC PLAZA.
  
 5.) THERE ARE SAFETY CONCERNS WITH THE ACCESSIBLE SPACE
 BETWEEN THE ENCLOSURE AND THE DC CONVERTER. IT IS
 HIGHLY RECOMMENDED THAT ONE SCREEN ENCLOSURE IS USED TO
 SCREEN ALL MECHANICAL EQUIPMENT AND/OR GATES ARE
 PROVIDED TO ELIMINATE THE ACCESSIBLE SPACE BETWEEN THE
 EQUIPMENT.
  
 6.) SETBACK DISTANCE FOR THE SOLAR PANEL TABLE CLOSEST
 TO THE PROPERTY LINE IS STILL MISSING. SETBACK DISTANCE
 SHALL COMPLY WITH THE MINIMUM SETBACK REQUIREMENTS OF
 ZLDR S.94-122; A MINIMUM OF 16 FT. FROM THE BACK OF
 CURB IS REQUIRED.
  
 7.) ALTHOUGH THE APPLICANT'S RESPONSE LETTER (DATED
 8/2/2021) STATES THAT "TELECOMMUNICATION AND POWERLINES
 WILL BE RELOCATED IN COORDINATION WITH ENGINEERING
 SERVICES," A NOTE SHALL BE PROVIDED IN THE SITE PLAN
 IDENTIFYING WHICH POLES WILL BE RELOCATED (AS THE
 UTILITY POLES ARE STILL REFLECTED AS INCUMBRANCES IN
 THE SITE PLAN]
  
 8.) THE RENDERINGS DEPICT AN ARTISTIC SURFACE FOR THE
 PARKING LOT; HOWEVER, DETAILS HAVE NOT BEEN PROVIDED ON
 THE ARTWORK. IF ART IS NOT PROVIDED ON THE PAVEMENT,
 THE PARKING AREA SHALL BE PAVED WITH A LIGHTLY
 REFLECTIVE SURFACE TO REDUCE THE HEAT ISLAND EFFECT ON
 UNCOVERED SURFACE.
  
 9.) THE RENDERINGS ILLUSTRATE AN AIR PUMP THAT IS NOT
 NOTED IN THE SITE PLAN. THE LOCATION OF THE AIR PUMP IN
 THE MIDDLE OF THE ONE-WAY DRIVE AISLE IS NOT IDEAL AND
 SHOULD BE EITHER ELIMINATED OR RELOCATED TO A MORE
 APPROPRIATE LOCATION.
  
 10.) CAN THE TWO ELECTRICAL POLES BE COMBINED TO ONE ON
 DATURA STREET?
  
  
  
 SIGNAGE COMMENTS:
  
 1.) MONUMENT SIGNS ARE PROHIBITED WITHIN THE DOWNTOWN
 MASTER PLAN (DMP) AREA. THE PROJECT PROPOSES A MONUMENT
 SIGN AT THE DATURA STREET ENTRANCE, WHICH IS NOT
 PERMITTED. DIRECTIONAL SIGNAGE IS PERMITTED [ZLDR
 S.94-110(B)(3)]. [NOTE: STAFF IS CURRENTLY REVIEWING A
 SEPARATE SIGN PACKAGE SUBMITTED AND WILL ADVISE ON
 COMPLIANCE ISSUES.]
  
  
  
 PHOTOMETRIC PLAN:
  
 1.) GROUND LIGHTING, AS DEPICTED IN THE RENDERINGS, DO
 NOT SEEM TO BE DEPICTED IN THE PLANS. PLEASE ADDRESS
 FOR CONSISTENCY.
  
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 11 INCHES X
 17 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS AND
 DOCUMENTS.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
 ($300.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 06-10-2021 Cont ID  
Sent By llouie Date 06-10-2021 Time   Rev Time 0.00
Received By llouie Date 06-10-2021 Time   Sent To  
Notes
2021-06-10 09:01:35GENERAL COMMENTS:
  
 1.) THE PROPOSED PROJECT IS TO OCCUR ON A HEAVY UTILITY
 SITE WITHIN THE DOWNTOWN CORE. STAFF WOULD LIKE TO
 CONTINUE TO WORK WITH THE APPLICANT ON IMPROVEMENTS TO
 THE ENTIRE SITE THAT WOULD REDUCE THE NEGATIVE VISUAL
 IMPACT OF THE UTILITY FACILITY ON THE PUBLIC REALM.
  
 2.) ALTHOUGH IT IS UNDERSTOOD BY STAFF THAT PUBLIC
 UTILITIES AND SERVICES WILL BE MINIMALLY IMPACTED BY
 THE PROJECT, PLEASE PROVIDE SERVICE LETTERS FROM THE
 CITY AND UTILITY PROVIDERS CONFIRMING THAT THE PROJECT
 WILL NOT IMPACT THEIR SERVICES FOR THE FILE.
  
  
 SITE PLAN COMMENTS:
  
 1.) THE SITE PLAN DOES NOT ACCURATELY DEPICT ALL
 EXISTING AND PROPOSED CONDITIONS ON THE SITE AND FOR
 THE PROJECT (I.E. SERVICE GATES ALONG DATURA STREET ARE
 NOT SHOWN, PROPOSED LIGHT POLES ARE SHOWN IN THE
 PHOTOMETRIC PLAN BUT NOT IN THE SITE PLAN, ETC.).
 PLEASE ILLUSTRATE ALL EXISTING AND PROPOSED CONDITIONS
 FOR CONSISTENCY. ALL PLANS SHALL MATCH FOR CONSISTENCY.
  
 2.) THE MINIMUM SETBACK FOR THE PROPOSED PARKING SHALL
 BE MEASURED FROM THE PREDOMINANT BACK OF CURB LINE
 FURTHEST FROM THE CENTER LINE OF THE ROAD. THE SETBACK
 DIMENSION OF 21 FT. ON THE SOUTH SIDE OF THE PROJECT IS
 NOT MEASURED FROM THE PREDOMINANT BACK OF CURB. THE
 MINIMUM SETBACK IS 16 FT. AND THE PROPOSED SETBACK DOES
 NOT SEEM TO COMPLY. [ZLDR S.94-109]
  
 3.) THERE ARE EXISTING UTILITY POLES AND OVERHEAD WIRES
 ALONG THE NORTH PROPERTY LINE (AT LEAST ONE POLE
 FIXTURE IS ENCUMBERING THE NORTH EXIT DRIVE). PLEASE
 COORDINATE WITH THE ENGINEERING SERVICES DEPARTMENT ON
 THE ALLEYWAY IMPROVEMENT AND RELOCATION OF THE OVERHEAD
 POWER LINES.
  
 4.) THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS)
 REQUIRES THE ACCESS POINTS TO HAVE A MINIMUM DISTANCE
 SEPARATION OF 50 FT. FROM QUADRILLE PLAZA DRIVE. IF
 THIS CANNOT BE MET, A VARIANCE WILL BE REQUIRED. [ZLDR
 S.94-312(2)]
  
 5.) THE SIDEWALK ALONG DATURA STREET SEEMS TO BE
 UNEVEN. HOW WIDE IS THE SIDEWALK (EXISTING AND
 PROPOSED)? THE WIDTH OF THE SIDEWALK (AT MINIMUM) SHALL
 BE CONSISTENT IN WIDTH ALONG THE ENTIRE DATURA STREET
 FRONTAGE.
  
 6.) PROVIDE THE SETBACK DISTANCE OF ALL PROPOSED
 STRUCTURES FOR THE PROJECT (I.E. LIGHT POLES, SOLAR
 TREES, ETC.) OR ILLUSTRATE THE MINIMUM SETBACK LINE IN
 THE PLAN TO DEMONSTRATE COMPLIANCE WITH THE SETBACK
 REQUIREMENTS OF ZLDR S.94-122, TABLE IV-24.
  
 7.) HOW TALL IS THE FENCE AT THE REMOVABLE FENCE LINE
 (AS NOTED IN THE PLAN)? ALSO, IS THE PROPOSED FENCE
 OPAQUE TO SCREEN THE SUBSTATION? INCLUDE A DETAIL WITH
 THE PLANS.
  
 8.) THERE IS INADEQUATE BACKOUT DISTANCE FOR THE
 SOUTHERN-MOST EV PARKING STALL FOR THE PROJECT. A
 MINIMUM OF 24 FT. (NOT 20 FT.) SHALL BE PROVIDED. THIS
 CAN BE ACHIEVED BY SHIFTING THE STALLS A FEW FEET
 NORTH.
  
 9.) ALL MECHANICAL EQUIPMENT THAT IS NOT INTERACTIVE
 FOR THE PUBLIC SHALL BE MOVED TO THE WEST SIDE OF THE
 DRIVE AISLE AND SCREENED FROM VIEW. THERE SEEMS TO BE
 SPACE ON THE WEST SIDE OF THE DRIVE AISLE FOR THE
 EQUIPMENT.
  
 10.) SINCE THERE IS ONLY A ONE-WAY DRIVE AISLE FOR THE
 PROJECT, PLEASE REDUCE THE CURB CUT WIDTH TO 12-14 FT.
 THIS MAY HELP TO MEET THE MINIMUM CORNER CLEARANCE
 DISTANCE REQUIREMENT PER ZLDR S. 94-312(2).
  
 11.) HOW TALL IS THE SCREEN WALL FOR THE MECHANICAL
 EQUIPMENT? PLEASE NOTE THE HEIGHT IN THE SITE PLAN.
 ALSO, ALL COMPONENTS OF THE MECHANICAL EQUIPMENT SHALL
 HIDDEN BY THE SCREEN WALL.
  
 12.) WHAT IS THE PURPOSE OF THE GREEN WALL ALONG THE
 EAST PROPERTY LINE (BETWEEN THE RIGHT-OF-WAY AND THE
 PARKING STALLS)? IF THE SCREEN DOES NOT PROVIDE A
 PURPOSE, STAFF RECOMMENDS ELIMINATING THE SCREEN TO
 PROVIDE ADDITIONAL PLANTING SPACE. THE GREEN WALL CAN
 BE USED TO SCREEN THE MECHANICAL EQUIPMENT.
  
 13.) PROVIDE A STALL STRIPING DETAIL IN THE SITE PLAN.
 PLEASE NOTE THAT THE STALL STRIPING DETAIL SHALL BE
 CONSISTENT WITH THE REQUIREMENTS IN ZLDR S.94-485,
 FIGURE XV-2.
  
 14.) WHAT TYPE OF CURB (I.E. TYPE D, ETC.) SEPARATES
 THE EV STALLS FROM THE PEDESTRIAN WALKWAY? IF THE CURB
 IS FLUSHED, THEN WHEEL STOPS WILL NEED TO BE PROVIDED
 FOR THE EV PARKING SPACES AND MUST ALSO BE ILLUSTRATED
 IN THE PLAN.
  
 15.) IT IS RECOMMENDED THAT LANDSCAPING BE INSTALLED
 ALONG THE NORTH PROPERTY LINE OF THE PROJECT (ABUTTING
 THE ALLEY). THE LANDSCAPING WOULD PROVIDE A PHYSICAL
 SEPARATION FROM THE ALLEY AND ADDITIONAL LANDSCAPING
 FOR THE PROJECT.
  
 16.) A RIGHT-OUT ONLY SIGNAGE/PAVEMENT MARKINGS SHALL
 BE PROVIDED FOR THE EXIT POINT INTO THE ALLEY.
  
  
 SIGNAGE COMMENTS:
  
 1.) MONUMENT SIGNS ARE PROHIBITED WITHIN THE DOWNTOWN
 MASTER PLAN (DMP) AREA. THE PROJECT PROPOSES A MONUMENT
 SIGN AT THE DATURA STREET ENTRANCE, WHICH IS NOT
 PERMITTED. DIRECTIONAL SIGNAGE MAY BE PERMITTED. [ZLDR
 S.94-110(B)(3)]
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF SIX
 (6) PAPER COPIES, ONE (1) REDUCED COPY IN 11 INCHES X
 17 INCHES, AND AN ELECTRONIC COPY OF ALL PLANS AND
 DOCUMENTS.
  
 * ANY CHANGES ON THE RESUBMITTED PLANS MAY RESULT IN
 ADDITIONAL COMMENTS.
  
 * PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
 APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
 WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
 ($300.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  
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