Plan Review Details - Project Z19050027
Plan Review Stops For Project Z19050027
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 06-11-2019 Cont ID  
Sent By rbrown Date 06-11-2019 Time 21:05 Rev Time 0.00
Received By rbrown Date 06-11-2019 Time 21:05 Sent To  
Notes
2019-06-11 21:10:26DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
 COMMENTS:
  
 1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
 SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
 FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
 ADDRESSED FOR THE BUILDING PERMIT APPLICATION.
  
 2. DEMOLITION OF THE EXISTING BUILDING. AN ASBESTOS
 SURVEY SHALL BE PERFORMED AND AN ASBESTOS ABATEMENT
 REPORT SUBMITTED TO THE HEALTH DEPARTMENT PALM BEACH
 COUNTY OFFICE. CONTACT ALEX ORTEGA AT (561) 837-5963,
 OR BY EMAIL: [email protected]
  
 3. ACCESSIBLE ROUTE. WHEN SUBMITTED FOR PERMIT, THE
 PLANS SHALL SHOW AT LEAST ONE ACCESSIBLE ROUTE,
 COMPLYING WITH SECTIONS 206.2 AND 402.2 OF FLORIDA
 ACCESSIBILITY CODE, FROM THE PUBLIC RIGHT-OF-WAY TO ALL
 ACCESSIBLE BUILDING OR FACILITY ENTRANCES.
  
 4. ACCESSIBLE ROUTE BETWEEN BUILDINGS. WHEN SUBMITTED
 FOR PERMIT THET PLANS SHALL SHOW AT LEAST ONE
 ACCESSIBLE ROUTE, COMPLYING WITH SECTIONS 206.2 AND
 402.2 OF FLORIDA ACCESSIBILITY CODE, CONNECTING
 ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL
 ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR
 FACILITY
  
 5. RAMP. SITE PLAN, SHEET 1, SEEMS TO SHOW A RAMP UP TO
 THE COVERED PATIO BUT THE RAMP IS NOT LABELED ON THE
 PLAN. WHEN SUBMITTED FOR PERMIT THE RAMP SHALL BE
 LABELED AND DETAILS PROVIDED. ANY PART OF AN ACCESSIBLE
 ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE
 CONSIDERED A RAMP AND SHALL COMPLY WITH SECTION 405 OF
 FLORIDA ACCESSIBILITY CODE.
  
 6. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
 THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
 THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
 AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
 FLORIDA BUILDING CODE.
  
 7. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
 AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
 WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
 FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
 FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
 GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
 SITE IRRIGATION, ETC.
  
  
 ROBERT BROWN
 BUILDING OFFICIAL
 TEL: 561 805 6652
 EMAIL: [email protected]
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status P Date 03-13-2020 Cont ID  
Sent By rrossano Date 03-13-2020 Time   Rev Time 0.00
Received By rrossano Date 03-13-2020 Time   Sent To I
Notes
2020-03-13 08:16:00PASSED WITH PROVISOS:
  
 GENERAL:
 RESPOND TO ALL COMMENTS IN WRITING.
 SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29) ON ALL RELEVANT SHEETS.
  
 COVER SHEET :
 ADD PROJECT ADDRESS.
  
 SHEET 9:
 PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND LEAD-FREE BACKFLOW PREVENTION.
 PROVIDE CALCULATIONS ON PLANS OF EXISTING AND PROPOSED
 DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM AND PEAK)
 AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE PER FAC
 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
 PROVIDE PROFILES AT ALL UTILITY CONFLICTS/CROSSINGS.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR WPB, FL 33401 (MAILING
 ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1098
 FAX: (561) 494-1116 MOBILE: (561) 246-9525
 EMAIL: [email protected] WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status P Date 06-07-2019 Cont ID  
Sent By rrossano Date 06-07-2019 Time   Rev Time  
Received By mgonzale Date 06-07-2019 Time   Sent To  
Notes
2020-03-23 14:04:11APPROVED WITH PROVISOS:
  
 #1 WATER LINES MAY NEED TO CONNECT FURTHER NORTH TO
 EXISTING CITY WATERMAIN RATHER THAN HYDRANT LEG. THIS
 WOULD AVOID ANY DISRUPTION OF PRIVATE FIRELINE
 PRESSURES.
  
 #2 ADA ACCESS FROM ENTRANCE WILL BE REQUIRED. MAY
 REQUIRE A ROW PERMIT.
  
 NO FURTHER COMMENTS.
  
 MANUEL GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 [email protected]
 (561) 494-1085
  
  
  
  
  
  
2019-06-07 08:10:52THE CITY OF WEST PALM BEACH HAS A NUMBER OF REGULATIONS
 AND PERMIT REQUIREMENTS WHICH DIRECTLY AFFECT THE
 DEVELOPMENT AND INSTALLATION OF WATER AND WASTEWATER
 UTILITIES WITHIN THE CITY. PLEASE SEE DEVELOPMENT
 PERMIT SUBMITTAL REQUIREMENTS AT THE LINK BELOW:
 HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WPB_W
 EBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-P
 ACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19
 60045731D3658206F27451722716EF
 THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 CODE OF ORDINANCES, CITY OF WEST PALM BEACH, FLORIDA,
 CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED SEPT. 22,
 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL,
 SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER
 SERVICE FACILITIES OF THE CITY.
  
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
  
 PROVIDE CALCULATIONS ON PLANS OF EXISTING AND PROPOSED
 DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM AND PEAK)
 AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE PER FAC
 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER.
  
 PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG
 ENTIRE PROJECT FRONTAGE.
  
 CONFIRM EXISTING SANITARY SEWER PIPE SIZE AND MATERIAL
 ON DE SOTA RD. 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 561-494-1079 FOR
 FURTHER ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR
 INFORMATION ONLY. FIELD VERIFY UTILITY LOCATIONS USING
 FIELD SURVEY, POT-HOLING, SOFT DIGS ETC.
  
 AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 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.
 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.
  
 SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
  
 CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 RIGHT OF WAY.
  
 PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
  
 PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
  
 PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW PREVENTION.
  
 PER CITY ORDINANCE, ALL PROPOSED BACKFLOWS ARE TO BE
 LOCATED AT POINT OF SERVICE JUST INSIDE THE PROPERTY
 LINE.
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
 RICK ROSSANO
 PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1098
 FAX: (561) 494-1116
 MOBILE: (561) 246-9525
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 CENTRAL OPERATIONS CENTER (DISPATCH):
 24-HOUR EMERGENCY RESPONSE SERVICES TO PUBLIC
 UTILITIES, PUBLIC WORKS, PARKS, ETC. 561-822-2210
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 06-04-2019 Cont ID  
Sent By pleduc Date 06-04-2019 Time   Rev Time 0.00
Received By pleduc Date 06-04-2019 Time 12:24 Sent To  
Notes
2019-06-04 12:30:08THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
 FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
 BEACH FIRE RESCUE.
  
 THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
 DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
 ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
 ARE SUBMITTED FOR PERMIT.
  
 THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED PROJECT.
  
 1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
 PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
 TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 A PERMIT IS REQUIRED FOR ANY PROPOSED CONTRUCTION
 FENCING. ENSURE THAT A 20' FD ACCESS WIDTH IS PROVIDED
 WITH A RECOMMENDED KNOX PADLOCK FOR 24 EMERGNECY
 ACCESS.
  
 2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
 IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
 ALL CONSTRUCTION ACTIVITIES.
  
 3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
 ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
 ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
 AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
 WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.
  
 4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
 REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
 ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.
  
 5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
 THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
 INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.
  
 6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
 OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE.
  
 7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
 LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
 SUPPLY IS EXISTING OR WILL BE PROVIDED.
  
 8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
 ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
 FIRE PREVENTION.
  
 ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
 DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
 BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
 FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
 OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
 ARRIVING EMERGENCY VEHICLES.
  
 THE EXSITING FIRE HYDRANT LOCATION IS ACCEPTABLE.
  
 9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
 THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
 ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
 ENSURE THEY COMPLY WITH THE REQUIREMENTS OF FS 61G AND
 SUBMITTED WITH THE MASTER PLAN.
  
 10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
 BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
 DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
 EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
 PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
 SAFETY FEATURES AND EQUIPMENT.
  
 11. IT IS HIGHLY RECOMMENDED (REQUIRED WITH FIRE
 SPRINKLER SYSTEM) THAT A KNOX BOX WITH KEYS FOR ENTRY
 DOOR LOCKS BE PROVIDED FOR 24 HOUR EMERGENCY ACCESS.
  
 12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
 DOES NOT CONSTITUTE ITS FINAL REVIEW OR APPROVAL.
  
 13. THE BUREAU 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 2 Status P Date 03-13-2020 Cont ID  
Sent By rcaranci Date 03-13-2020 Time 13:23 Rev Time 0.00
Received By rcaranci Date 03-13-2020 Time 13:23 Sent To  
Notes
2020-03-13 13:24:00FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: SOUTH OLIVE TENNIS CENTER Z19050027
 MARCH 12, 2020
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. SATISFIED. PROPOSED LANDSCAPE TERMINAL ISLANDS DO
 NOT MEET THE CODE REQUIREMENTS OF SECTION 94-443(C)(3)
 A. FOR LANDSCAPE AREA WIDTH OF 8 FEET FOR THE FULL
 LENGTH OF THE PARKING SPACE, AND THE REQUIRED TREE MUST
 BE PROVIDED. THE PAVED ADA SPACES ARE ADJACENT TO A
 GRASS AREA, WHICH CONFLICTS WITH THE REQUIREMENT FOR
 LANDSCAPE AREAS TO BE PROTECTED WITH CURBS.
  
 2. SATISFIED. SHOW THE EXISTING TREES TO REMAIN ON THE
 LANDSCAPE PLAN CLEARLY AND IDENTIFY THEM WITH TAGS.
  
 3. SATISFIED. INDICATE LOCATIONS OF TREE PROTECTION ON
 THE PLAN.
  
 4. SATISFIED. CORRECT ZAMIA FURFURACEA TO NONNATIVE OR
 CHANGE SPECIES TO PUMILA THAT IS NATIVE.
  
 5. SATISFIED. CHOOSE ONE MINIMUM HEIGHT SPECIFICATION
 FOR THE SIMPSON?S STOPPER AND SILVER BUTTONWOOD TREES.
 THE CODE ALLOWS FOR SOME VARIATION ON THE 12 FOOT
 HEIGHT REQUIREMENT FOR NATIVE TREES WITH GOOD REASON.
  
 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.
  
Review Stop L LANDSCAPING
Rev No 1 Status F Date 06-06-2019 Cont ID  
Sent By rcaranci Date 06-06-2019 Time 16:53 Rev Time 0.00
Received By rcaranci Date 06-06-2019 Time 16:53 Sent To  
Notes
2019-06-06 16:54:19FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
 PROJECT: SOUTH OLIVE TENNIS CENTER Z19050027
 JUNE 6, 2019
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
  
 1. PROPOSED LANDSCAPE TERMINAL ISLANDS DO NOT MEET THE
 CODE REQUIREMENTS OF SECTION 94-443(C)(3) A. FOR
 LANDSCAPE AREA WIDTH OF 8 FEET FOR THE FULL LENGTH OF
 THE PARKING SPACE, AND THE REQUIRED TREE MUST BE
 PROVIDED. THE PAVED ADA SPACES ARE ADJACENT TO A GRASS
 AREA, WHICH CONFLICTS WITH THE REQUIREMENT FOR
 LANDSCAPE AREAS TO BE PROTECTED WITH CURBS.
  
 2. SHOW THE EXISTING TREES TO REMAIN ON THE LANDSCAPE
 PLAN CLEARLY AND IDENTIFY THEM WITH TAGS.
  
 3. INDICATE LOCATIONS OF TREE PROTECTION ON THE PLAN.
  
 4. CORRECT ZAMIA FURFURACEA TO NONNATIVE OR CHANGE
 SPECIES TO PUMILA THAT IS NATIVE.
  
 5. CHOOSE ONE MINIMUM HEIGHT SPECIFICATION FOR THE
 SIMPSON?S STOPPER AND SILVER BUTTONWOOD TREES. THE CODE
 ALLOWS FOR SOME VARIATION ON THE 12 FOOT HEIGHT
 REQUIREMENT FOR NATIVE TREES WITH GOOD REASON.
  
 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.
  
Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
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Notes
***NONE***
Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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***NONE***
Review Stop PW PUBLIC WORKS
Rev No 2 Status P Date 03-13-2020 Cont ID  
Sent By   Date 03-13-2020 Time   Rev Time 0.00
Received By   Date 03-13-2020 Time   Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status F Date 06-04-2019 Cont ID  
Sent By   Date 06-04-2019 Time   Rev Time  
Received By   Date 06-04-2019 Time   Sent To  
Notes
2019-06-04 14:36:43PLEASE PROVIDE A PLAN SHOWING AUTO-TURN FOR SANITATION
 SERVICE ALONG WITH THE ENSLOSURE SPEC.
  
 MATT HEJAZI
 DEPT. OF PUBLIC WORKS
 [email protected]
 561-822-2045
Review Stop STORM STORMWATER
Rev No 3 Status P Date 03-16-2020 Cont ID  
Sent By tward Date 03-16-2020 Time 14:42 Rev Time 0.00
Received By tward Date 03-16-2020 Time 14:42 Sent To  
Notes
2020-03-16 14:42:24ON MARCH 16, 2020, THE CITY'S PROJECT MANAGER EMAILED A
 REVISED SURVEY LISTING THE NGVD-NAVD VERTICAL DATUM
 CONVERSION FACTOR AS 1.52 FEET AND A LETTER FROM THE
 ARCHITECT THAT THE REMAINING COMMENTS WILL BE ADDRESSED
 FOR THE ENGINEERING PERMIT APPLICATION SUBMITTAL.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 2 Status F Date 03-12-2020 Cont ID  
Sent By tward Date 03-12-2020 Time 16:35 Rev Time 0.00
Received By tward Date 03-12-2020 Time 16:59 Sent To  
Notes
2020-03-12 16:59:42THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
 FEBRUARY 2020 DATED CIVIL PLANS:
  
 1. THE CITY'S VERTICAL DATUM IS NGVD1929. THE
 ENGINEERING PLANS ARE USING NAVD1988. LIST FHE VERTICAL
 DATUM BASIS AND CONVERSION EQUATION TO NGVD1929 ON
 EVERY SHEET WITH ELEVATION INFORMATION, INCLUDING THE
 SURVEY. [REPEAT COMMENT]
  
 2. ADJUST THE SILT FENCE TO INCLUDE THE NEW WATER MAIN
 CONSTRUCTION. [REPEAT COMMENT]
  
 3. STORMWATER WATER QUALITY TREATMENT AND PEAK FLOW
 ATTENUATION TO BE PROVIDED FOR THE NEW CONSTRUCTION.
 [REPEAT COMMENT]
  
 4. CONFLICTING CALLOUTS FOR STOIRM PIPE MATERIAL FOR
 CONSTRUCTING THE PIPE (RCP) AND CONNECTING TO CATCH
 BASINS (PVC).
  
 5. CLEANOUT CALLED OUT FOR ROOF DRAIN LATERAL
 CONNECTION TO RCP PIPE.
  
 6. ADD THE CITY'S PROJECT NUMBER TO THE COVER SHEET.
  
 7. SHOW LIMITS OF CONCRETE REPLACEMENT ALONG EAST SIDE
 OF TENNIS COURTS WHERE THE SANITARY SEWER IS BEING
 INSTALLED.
  
 8. IS SILT FENCE NEEDED ALONG THE EAST SIDE OF THE
 TENNIS COURTS?
  
 9. WHERE IS DRAINAGE STRUCTURE S-2?
  
 10. REPLACE THE WATER MAIN BETWEEN THE PROPOSED 6" X 6"
 X 2" TEE AND THE PROPOSED 45-DEGREE BEND.
  
 TRACY WARD, P.E.
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 [email protected]
 561-494-1120
Review Stop STORM STORMWATER
Rev No 1 Status F Date 06-10-2019 Cont ID  
Sent By tward Date 06-10-2019 Time 18:45 Rev Time 0.00
Received By tward Date 06-10-2019 Time 18:46 Sent To  
Notes
2019-06-10 18:46:32THIS 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 ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
 PLAN APPROVAL:
  
 1. THE EXISTING SURVEY AND CIVIL PLANS DO NOT LIST THE
 VERTICAL DATUM REFERENCE. THE CITY?S VERTICAL DATUM IS
 NGVD 1929. THE CITY HAS ALLOWED THE USE OF NAVD 1988
 PROVIDED THE CONVERSION EQUATION TO NGVD 1929 IS
 PROVIDED ON THE SHEET(S).
  
 2. IT APPEARS THE WATER MAIN REPLACEMENT WILL GO
 OUTSIDE THE FENCED CONSTRUCTION AREA. ADJUST THE SILT
 FENCE TO OUTSIDE THE CONSTRUCTION LIMITS.
  
 3. THE EXISTING STORMWATER SYSTEM WILL NEED TO BE
 RELOCATED FROM UNDER THE PROPOSED RESTROOM BUILDING.
  
 4. STORMWATER WATER QUALITY TREATMENT AND PEAK FLOW
 ATTENUATION TO BE PROVIDED FOR THE NEW CONSTRUCTION.
  
 5. CAN HANDBALL COURT PAVEMENT BE REMOVED TO REDUCE THE
 AMOUNT OF IMPERVIOUSNESS?
  
 6. CALLOUT/LABEL ROOT BARRIERS ON THE LANDSCAPE PLANS
  
 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.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
 ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 2. EROSION CONTROL PLAN AND DETAILS TO BE SUBMITTED
 WITH THE ENGINEERING PERMIT APPLICATION.
  
 3. PROVIDE A COPY OF THE SFWMD ERP PRIOR TO STARTING
 CONSTRUCTION.
  
 TRACY WARD, PE
 SENIOR STORMWATER ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 561-494-1120
 [email protected]
  
Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 03-16-2020 Cont ID  
Sent By vnoel Date 03-16-2020 Time 14:54 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 06-07-2019 Cont ID  
Sent By vnoel Date 06-07-2019 Time 12:36 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2019-06-07 12:51:421. PROVIDE COPY OF SIGNED AND SEALED SURVEY.
 2. SHOW VERTICAL DATUM ON ALL PLANS.
 3. SHOW CONNECTION TO EXISTING SANITARY TO SEE IF
 PROPOSED SANITARY IS FEASIBLE.
 4. RE-ROUTE EXISTING STORM FROM UNDER PROPOSED
 RESTROOMS.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 03-17-2020 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2020-03-17 11:50:03PASSED.
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date   Cont ID  
Sent By   Date 06-12-2019 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2019-06-12 11:26:471. PROVIDE BICYCLE PARKING.
  
  
 SHING TSOI
 CITY IN-HOUSE TRAFFIC CONSULTANT
 561-494-1141
 [email protected]
 (IN-HOUSE ON TUESDAYS AND WEDNESDAYS)
Review Stop Z ZONING
Rev No 1 Status F Date 06-12-2019 Cont ID  
Sent By pgreilic Date 06-12-2019 Time 10:19 Rev Time 0.00
Received By pgreilic Date 06-12-2019 Time 10:19 Sent To  
Notes
2019-06-12 10:20:05SOUTH OLIVE TENNIS CENTER INFORMAL SITE PLAN REVIEW
 ISPR 19-04
 Z19050027
  
 ---PROVIDE A SITE PLAN (SEPARATE FROM ENGINEERING
 PLANS) THAT SATISFIES THE REQUIREMENTS LISTED IN THE
 DEVELOPMENT APPLICATION. ALSO PROVIDE AN OVERALL SITE
 PLAN WHICH CONSIDERS HOW THE SITE FUNCTIONS AS A WHOLE
  
 ---IT IS UNCLEAR WHY THE UNIMPROVED GRASS AREA IS BEING
 USED AS A PARKING LOT, WHILE THERE EXISTS A DESIGNATED,
 PAVED AND STRIPED EXISTING PARKING LOT TO THE EAST OF
 THE FACILITY. PARKING ON THE GRASS AREA SHOULD BE
 DISCOURAGED BY ERECTING A FENCE AND/OR HEDGE ALONG
 SUMMA STREET WHICH WILL PROHIBIT ACCESS TO THE GRASSED
 AREA AND ENHANCE SUMMA STREET
  
 ---ADD PEDESTRIAN CONNECTIONS FROM THE PARKING AREA TO
 THE FACILITY, AND BETWEEN THE PROPOSED BUILDING AND
 RESTROOM BUILDING. CROSSWALKS SHOULD BE PROVIDED WHERE
 PEDESTRIANS WILL ACCESS THE SITE FROM THE DESIGNATED
 PARKING LOT
  
 ---ADD STRATEGICALLY PLACED BICYCLE RACKS NEAR BUILDING
 ENTRIES PER SECTION 94-485, ZLDR
  
 ---CONSIDER ADDING AND/OR STRIPING DESIGNATED DROP OFF
 SPACES OFF OF THE EXISTING CUL DE SAC TO ALLOW FOR SAFE
 AND EFFICIENT LOADING AND UNLOADING
  
 ---CONSIDER ADDING A LANDSCAPE FEATURE IN THE CENTER
 ISLAND OF THE CUL DE SAC THAT WILL ENHANCE THE SITE AND
 PROVIDE A FOCAL POINT ENTERING THE FACILITY
  
 ---PROVIDE LETTERS FROM ALL OF THE FOLLOWING PUBLIC
 UTILITIES CONFIRMING THAT THE PROPOSED PROJECT DOES NOT
 ENCROACH INTO THEIR EASEMENTS OR OTHERWISE INTERFERE
 WITH THE PROVISION OF THEIR SERVICES: AT&T, FPU, FPL,
 AND COMCAST.
  
 ***WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF 15
 (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5 INCHES X
 11 INCHES AND ONE (1) SET IN 11 X 17 INCHES, AND AN
 ELECTRONIC COPY OF ALL PLANS. PLEASE NOTE CHANGES ON
 THE RESUBMITTED PLAN MAY RESULT IN ADDITIONAL COMMENTS.
  
 ***PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
 RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
 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.
  
 ***CONTACT PAUL GREILICH, SENIOR PLANNER @ 561-822-1443
 IF THERE ARE ANY QUESTIONS
  
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