Plan Review Details - Project Z20030003
Plan Review Stops For Project Z20030003
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status   Date   Cont ID  
Sent By llouie Date   Time 12:40 Rev Time  
Received By llouie Date   Time   Sent To  
Notes
***NONE***

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 5 Status P Date 04-19-2022 Cont ID  
Sent By rrossano Date 04-19-2022 Time   Rev Time 0.00
Received By rrossano Date 04-19-2022 Time   Sent To  
Notes
2022-04-19 11:03:02PASSED WITH PROVISO:
  
 PLANS FOR FORMAL ENGINEERING SUBMITTAL ARE BEING
 UPDATED. PLANS FOR THIS PPRC RESUBMITTAL SHOULD REFLECT
 THOSE REVISIONS IN ASBUILTS.
  
 RICK ROSSANO, SR. PROJECT COORDINATOR, WPB ENG.
 SERVICES, [email protected], 561-494-1098
  
  

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 4 Status P Date 11-29-2021 Cont ID  
Sent By rrossano Date 11-29-2021 Time   Rev Time 0.00
Received By rrossano Date 11-29-2021 Time   Sent To  
Notes
***NONE***

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 3 Status F Date 09-29-2021 Cont ID  
Sent By rrossano Date 09-29-2021 Time   Rev Time 0.00
Received By rrossano Date 09-29-2021 Time   Sent To  
Notes
2021-09-29 12:16:55COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 4) SOME STANDARD DETAILS ARE OLD REVISION AND SOME ARE
 DUPLICATED. PLEASE CORRECT.
  
 RESPONSE: DETAILS WILL BE CLARIFIED
  
 NOT SATISIFIED. SOME STANDARD DETAILS ARE STILL OLD
 REVISION AND DUPLICATED. CAN CORRECT AT FORMAL
 ENGINEERING SUBMITTAL.
  
  
 2) CITY WPB WATER MAINS, FORCE MAINS, FIRE HYDRANTS,
 WATER SERVICES AND METER BOXES SHOULD HAVE EXISTING OR
 PROPOSED UTILITY EASEMENTS SHOWN AND LABELED ON WATER
 PLAN. BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY
 EASEMENTS.
  
 PROPOSED EASEMENT BOUNDARIES ARE NOT SUFFICIENT. NEED
 UTILITY EASEMENTS FOR ALL PROPOSED AND EXISTING CITY
 WPB UTILITY INFRASTRUCTURE.
  
 RESPONSE: EASEMENTS HAVE BEEN ADDED ON EXISTING AND
 PROPOSED MAINS. A TITLE SEARCH WILL BE DONE TO CONFIRM
 IF THERE ARE EXISTING EASEMENTS OVER THE EXISTING
 LINES. EXISTING SYSTEM APPEARS TO HAVE BEEN CONSTRUCTED
 IN 1990.
  
 NOT SATISIFED. SOME UTILITIES DO NOT SHOW PROPOSED
 EASEMENTS ON CIVIL PLANS. CAN UPDATE AT FORMAL
 ENGINEERING SUBMITTAL.
  
  
 COMMENTS FROM MICHAEL TECHNOW, PROJECT ENGINEER, WPB
 PUBLIC UTILITIES, 561-494-1047, [email protected] :
  
 -PLEASE REMOVE EXISTING MH AND 6? SEWER LINE.
 -SHOW PROFILE OF PROPOSED WATER MAIN, 1? SERVICE LINE.
 FROM TAP TO POINT OF SERVICE.
 -ADD NOTE TO ABANDON AND CAP AT MAIN FOR EXISTING
 SERVICES.
 -SHOW CLEANOUT LOCATION.
 -PLEASE PROVIDE POST CCTV OF SEWER LATERAL.
 -WHAT ARE THE ELECTRICAL BOXES FOR?
 -PLUG AND RESTRAIN AT PROPOSED 12? DIP.
 -ADD ANOTHER SAMPLE POINT AT 12?X22.15 BEND ON PROPOSED
 WATER MAIN.
 -ADD NOTE TO TIE IN AFTER FDOH RELEASE FOR USE.
 -DOUBLE VALVE AS REQUIRED.
 -SHOW EXISTING WATER SERVICE BETWEEN TIE IN AND
 EXISTING VALVE ON SANDHILL WAY.
 -THE CITY DOES NOT NEED AN EASEMENT IN ROW.
 -CALL OUT UTILITY CROSSINGS.
  
  

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 2 Status F Date 07-23-2021 Cont ID  
Sent By rrossano Date 07-23-2021 Time   Rev Time 0.00
Received By rrossano Date 07-23-2021 Time   Sent To  
Notes
2021-07-23 09:07:52COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPT., 561-494-1098
 [email protected] :
  
 1. PLEASE CHECK TO SEE IF FDEP FORMS FOR PROPOSED
 SANITARY SEWER ARE REQUIRED.
 2. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING
 PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT
 HIM AT 561-494-2262 OR [email protected]
 3. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND
 NPDES NOI REQUIREMENTS WILL BE ENFORCED.
 - AN NOI IS REQUIRED FOR PROJECTS THAT:
 - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS
 THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF
 DEVELOPMENT OR SALE; AND
 - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE
 STATE OR TO SURFACE WATERS OF THE STATE THROUGH A
 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4).
 - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF
 CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION
 THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL
 SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT
 OF THE 10-2 CERTIFICATION. IF THE ENGINEERING PLANS DO
 NOT INCLUDE AN EROSION CONTROL PLAN, THEN THE
 CONTRACTOR SHOULD SUBMIT ONE PRIOR TO RECEIVING THE
 ENGINEERING PERMIT.
 4. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES
 OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 5. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING
 APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT
 SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING
 SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED
 LEAD-FREE DESIGN.
 6. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
  
  COMMENTS FROM MARK HURLEY, CITY OF WPB PUB. UTIL.
 FIELD CUSTOMER SVC. SUPV., [email protected].
 561-822-2262:
  
 8) PROPOSED ISLAND CURB CONFLICTS WITH 12 INCH WATER
 MAIN MAINTENANCE. NEED SEVERAL FEET CLEARANCE SO WATER
 MAN CAN BE EXCAVATED.
  
 RESPONSE: 12? WATER MAIN IS BEING RELOCATED WITHIN THE
 14? WIDE LANE. WATER WILL HAVE MINIMUM COVER, SO
 EXCAVATION SHOULD NOT BE AN ISSUE.
  
 STILL SEE CONFLICT WITH EXISTING 12 INCH WATER MAIN AND
 NEW PROPOSED CURBING OF EAST ISLAND. PLEASE RESOLVE SO
 WATER MAIN CAN BE EXCAVATED VERTICALLY WITHOUT HAVING
 TO REMOVE CURBING.
  
 9) CITY WPB WATER MAINS, FORCE MAINS, FIRE HYDRANTS,
 WATER SERVICES AND METER BOXES SHOULD HAVE EXISTING OR
 PROPOSED UTILITY EASEMENTS SHOWN AND LABELED ON WATER
 PLAN. BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY
 EASEMENTS.
  
 RESPONSE: PROPOSED EASEMENTS HAVE BEEN SHOWN OVER THE
 PROPOSED WATER MAIN
  
 PROPOSED EASEMENT BOUNDARIES ARE NOT SUFFICIENT. NEED
 UTILITY EASEMENTS FOR ALL PROPOSED AND EXISTING CITY
 WPB UTILITY INFRASTRUCTURE.
  
  
 NEW COMMENTS:
  
 -SOME OF THE INCLUDED STANDARD DETAILS ARE NOT
 READABLE. PLEASE CORRECT.
  
 -SOME STANDARD DETAILS ARE OLD REVISION AND SOME ARE
 DUPLICATED. PLEASE CORRECT.
  
 -FYI-PIGGING JUMPER METER AND BACKFLOW FOR P-6 DETAIL
 CANNOT BE UNDERGROUND.
  
 -PLEASE VERIFY WATER METER BOX AND BACKFLOW ASSEMBLY
 ARE LOCATED IN LANDSCAPE AND NOT HARDSCAPE. PLEASE SHOW
 WATER METER AND BACKFLOW ASSEMBLY ON LANDSCAPE PLAN,
 AND ADD NOTE ON LANDSCAPE PLAN TO PROVIDE 18? CLEARANCE
 DISTANCE BETWEEN BUSHES AND BACKFLOW ASSEMBLY OR WATER
 METER BOX IF LOCATED IN LANDSCAPE PLANTING AREA.
  
 -METER BOX SHOULD ALSO BE IN UTILITY EASEMENT IF ON
 PRIVATE PROPERTY. BACKFLOW ASSEMBLY SHOULD NOT BE IN
 EASEMENT AND MUST BE DOWNSTREAM OF METER.
  
 ------
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPT., 561-494-1098 [email protected]
  
  

Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 04-21-2021 Cont ID  
Sent By rrossano Date 04-21-2021 Time   Rev Time  
Received By rrossano Date 04-21-2021 Time   Sent To  
Notes
2021-04-21 08:04:54COMMENTS PER RICK ROSSANO, PROJ. COORD., CITY OF WPB
 ENG. SERVICES DEPARTMENT, (561) 494-1098,
 [email protected]:
  
 THE 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_WEBSITE
 \MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FULL-PACKAGE
 _2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97B19600457
 31D3658206F27451722716EF
 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.
  
 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.
  
 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.
  
 WILL PROPOSED SANITARY LINES AND MH BE PRIVATE? PLEASE
 LABEL.
  
 PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW PREVENTION. PUBLIC
 UTILITIES MAY COMMENT ON LOCATION OF BACKFLOW AND
 METER; CONTACT MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR FOR CITY OF WPB PUBLIC UTILITIES AT
 561-822-2262 OR [email protected]
  
 PLEASE ADD NUMERICAL ADDRESS TO ALL PLAN SHEETS.
  
  
 COMMENTS PER MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPERVISOR FOR CITY OF WPB PUBLIC UTILITIES AT
 561-822-2262 OR [email protected] :
 PLEASE RESPOND TO THE FOLLOWING COMMENTS IN WRITING:
  
 -PLEASE VERIFY LOCATION OF EXISTING 12 INCH WATER MAIN.
 PLAN SHOWS DIFFERENT LOCATION THAN WPB GIS SYSTEM.
  
 -SITE PLAN AND CIVIL WATER PLAN DO NOT MATCH WITH
 RESPECT TO PROPOSED WALL & PICKET FENCE. PLEASE UPDATE.
  
 -VERIFY FPU WILL ALLOW WALL IN 10 FOOT UTILITY
 EASEMENT.
  
 -VERIFY PICKET FENCE IS ALLOWED IN 30 FOOT WATER
 MANAGEMENT EASEMENT.
  
 -WILL THE GUARDHOUSE BE MANNED 24/7 ALL YEAR LONG?
  
 -PLEASE CONFIRM CITY OF WEST PALM BEACH UTILITIES WILL
 CONTINUE TO HAVE ACCESS INTO THE COMMUNITY THROUGH THE
 ENTRANCE EACH DAY AND NIGHT.
  
 -VERIFY THAT UTILITY VAC TRUCK 7 FEET WIDE, 13 FEET
 HIGH, AND 36 FOOT LONG CAN ENTER AND EXIST WITHOUT
 CONFLICT.
  
 -PROPOSED ISLAND CURB CONFLICTS WITH 12 INCH WATER MAIN
 MAINTENANCE. NEED SEVERAL FEET CLEARANCE SO WATER MAIN
 CAN BE EXCAVATED.
  
 -CITY WPB WATER MAINS, FORCE MAINS, FIRE HYDRANTS,
 WATER SERVICES AND METER BOXES SHOULD HAVE EXISTING OR
 PROPOSED UTILITY EASEMENTS SHOWN AND LABELED ON WATER
 PLAN. BACKFLOW ASSEMBLIES MAY NOT BE LOCATED IN UTILITY
 EASEMENTS.
  
 -FOR FORMAL ENGINEERING SUBMITTAL: SHOW ALL EXISTING
 WATER MAIN VALVES, LABEL WATER MAIN AND WATER SERVICE
 PIPE MATERIAL TYPE, ADD BACKFLOW ASSEMBLY SIZE AND TYPE
 (RP) TO LABEL, PROVIDED SEPARATE ENLARGED DETAIL PLAN
 FOR AREA AROUND METER BOX AND BACKFLOW ASSEMBLY, ADD
 WATER DEMAND CALCULATIONS TO WATER PLAN, AND SHOW FLOW
 DIRECTION OF EXISTING 16 INCH FORCE MAIN.
  
 -PROJECT MUST MEET ALL REQUIREMENTS FROM CITY WPB
 UTILITY BILLING CONCERNING THE WATER SERVICES AND
 METERS.
  
 -VERIFY OWNERSHIP OF EXISTING 8 INCH PVC SS AND
 ASSOCIATED MANHOLES. ADD PRIVATE TO LABELING IF THEY
 ARE OWNED BY IBIS.
  
 -WHY IS A NEW GUARDHOUSE BEING BUILT?
  
 -ADDITIONAL FEEDBACK/DIRECTION CONCERNING WATER MAIN
 WORK MAY BE PROVIDED AT FORMAL ENGINEERING SUBMITTAL.
  
 -PLEASE ADD ADDRESS TO CIVIL PLAN SHEETS.
  
 -WATER PLAN HAS ELEVATION INFORMATION, BUT CANNOT FIND
 DATUM INFORMATION AND CONVERSION EQUATION. PLEASE ADD.
  
 -CANNOT FIND A DATE ON WATER PLAN. PLEASE ADD.
  
 -PLEASE CONFIRM THE INTENTION OF THE NEW 12 INCH DIP
 WATER MAIN IS TO RESOLVE CONFLICT WITH STRUCTURES OVER
 EXISTING WATER MAIN, AND SHOW IF EXISTING WATER MAIN IN
 THAT AREA IS BEING REMOVED OR GROUTED AND ABANDONED.
  
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop L LANDSCAPING
Rev No 5 Status P Date 04-09-2022 Cont ID  
Sent By rcaranci Date 04-09-2022 Time 09:16 Rev Time 0.00
Received By rcaranci Date 04-09-2022 Time 09:16 Sent To  
Notes
***NONE***

Review Stop L LANDSCAPING
Rev No 4 Status P Date 11-16-2021 Cont ID  
Sent By rcaranci Date 11-16-2021 Time 11:25 Rev Time 0.00
Received By rcaranci Date 11-16-2021 Time 11:25 Sent To  
Notes
***NONE***

Review Stop L LANDSCAPING
Rev No 3 Status P Date 09-30-2021 Cont ID  
Sent By rcaranci Date 09-30-2021 Time 14:37 Rev Time 0.00
Received By rcaranci Date 09-30-2021 Time 14:37 Sent To  
Notes
2021-09-30 14:38:03FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: GUARD HOUSE AND ENTRANCE IBIS RPD Z20030003
 SEPTEMBER 30, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. SHOW LINEAR FOOTAGE OF LANDSCAPED AREA
 ADJACENT TO THE BUILDING MEETS THE REQUIREMENT OF 30
 PERCENT PER SECTION 94-443(E)(1).
  
 2. SATISFIED. A HEDGE SHOULD BE PROVIDED ADJACENT TO
 THE PARKING SPACES TO SCREEN THE PARKING PER SECTION
 94-443 (C).
  
 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 2 Status P Date 08-06-2021 Cont ID  
Sent By rcaranci Date 08-06-2021 Time 10:23 Rev Time 0.00
Received By rcaranci Date 08-06-2021 Time 10:01 Sent To  
Notes
2021-08-06 10:24:23FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: GUARD HOUSE AND ENTRANCE IBIS RPD Z20030003
 AUGUST 6, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SATISFIED. SHOW LINEAR FOOTAGE OF LANDSCAPED AREA
 ADJACENT TO THE BUILDING MEETS THE REQUIREMENT OF 30
 PERCENT PER SECTION 94-443(E)(1).
  
 2. SATISFIED. A HEDGE SHOULD BE PROVIDED ADJACENT TO
 THE PARKING SPACES TO SCREEN THE PARKING PER SECTION
 94-443 (C).
  
 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 04-28-2021 Cont ID  
Sent By rcaranci Date 04-28-2021 Time 11:30 Rev Time 0.00
Received By rcaranci Date 04-28-2021 Time 11:30 Sent To  
Notes
2021-04-28 11:31:16FROM: RAY CARANCI, SENIOR LANDSCAPE PLANNER
 561-822-1462
 PROJECT: GUARD HOUSE AND ENTRANCE IBIS RPD Z20030003
 APRIL 28, 2021
 I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
 PROVIDE THE FOLLOWING COMMENTS:
  
 1. SHOW LINEAR FOOTAGE OF LANDSCAPED AREA ADJACENT TO
 THE BUILDING MEETS THE REQUIREMENT OF 30 PERCENT PER
 SECTION 94-443(E)(1).
  
 2. A HEDGE SHOULD BE PROVIDED ADJACENT TO THE PARKING
 SPACES TO SCREEN THE PARKING PER SECTION 94-443 (C).
  

Review Stop PARK PARKING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop POLICE POLICE
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
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Notes
***NONE***

Review Stop PW PUBLIC WORKS
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop STORM STORMWATER
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop SURVEY SURVEYING
Rev No 2 Status P Date 08-18-2021 Cont ID  
Sent By vnoel Date 08-18-2021 Time 06:56 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
***NONE***

Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 04-27-2021 Cont ID  
Sent By vnoel Date 04-27-2021 Time 07:39 Rev Time  
Received By vnoel Date   Time   Sent To  
Notes
2021-04-27 08:09:401. SURVEY NEEDS SIGNED AND SEALED.
 2. PROVIDE COPY OF ACCESS ROAD ORB/PG.
 3.UTILITIES IS REVIEWING LAYOUT. ABANDONED SANITARY MAY
 NEED TO BE REMOVED AND ABANDONED WATER SERVICE CUT BACK
 TO MAIN.

Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 2 Status P Date 09-02-2021 Cont ID  
Sent By   Date 09-02-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-09-02 16:58:25NO FURTHER COMMENTS
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  

Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 05-03-2021 Cont ID  
Sent By   Date 05-03-2021 Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
2021-05-03 15:45:47TRAFFIC COMMENTS:
 1) PROVIDE LEFT TURN AND RIGHT TURN PAVEMENT MARKINGS
 FOR THE CORRESPONDING LANES ON THE NORTH APPROACH OF
 THE SANDHILL WAY INTERSECTION
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  

Review Stop Z ZONING
Rev No 5 Status P Date 04-20-2022 Cont ID  
Sent By llouie Date 04-20-2022 Time   Rev Time 0.00
Received By llouie Date 04-20-2022 Time   Sent To  
Notes
2022-04-20 12:49:38CONDITIONS OF APPROVAL:
  
 1.) CONSTRUCTION OF THE GUARDHOUSE AND ALL RELATED SITE
 WORK SHALL COMPLY WITH ALL THE CONDITIONS OUTLINED IN
 THE NORTHERN PALM BEACH COUNTY IMPROVEMENT DISTRICT
 (NPBCID) PERMIT NO. PER-18-21, ISSUED ON MARCH 14,
 2022.
  
 2.) PLANS FOR FORMAL ENGINEERING SUBMITTAL ARE BEING
 UPDATED. PLANS FOR THIS PPRC SUBMITTAL SHALL REFLECT
 THOSE REVISIONS IN THE AS-BUILT. SHOULD THERE BE ANY
 QUESTIONS, PLEASE CONTACT RICK ROSSANO, SENIOR PROJECT
 COORDINATOR, WITH THE ENGINEERING SERVICES DEPARTMENT
 AT [email protected] AND/OR (561) 494-1098.
  
 3.) 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 Z ZONING
Rev No 4 Status P Date 11-16-2021 Cont ID  
Sent By llouie Date 04-01-2022 Time 15:35 Rev Time 0.00
Received By llouie Date 11-16-2021 Time   Sent To  
Notes
2022-04-01 15:35:48ZONING CONDITION OF APPROVAL:
  
 1.) A PERMIT FROM THE NORTHERN PALM BEACH COUNTY
 IMPROVEMENT DISTRICT (NPBCID) SHALL BE APPROVED AND
 ISSUED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE PROJECT. A COPY OF THE PERMIT SHALL BE SUBMITTED TO
 THE DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION
 FOR THE FILE.
  
 2.) ALL OTHER OUTSTANDING PPRC COMMENTS SHALL BE
 ADDRESS AND SATISFIED FOR SITE PLAN APPROVAL.

Review Stop Z ZONING
Rev No 3 Status P Date 09-30-2021 Cont ID  
Sent By llouie Date 09-30-2021 Time   Rev Time 0.00
Received By llouie Date 09-30-2021 Time   Sent To  
Notes
2021-09-30 14:36:00ZONING CONDITION OF APPROVAL:
  
 1.) A PERMIT FROM THE NORTHERN PALM BEACH COUNTY
 IMPROVEMENT DISTRICT (NPBCID) SHALL BE APPROVED AND
 ISSUED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE PROJECT. A COPY OF THE PERMIT SHALL BE SUBMITTED TO
 THE DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION
 FOR THE FILE.
  
 2.) ALL OTHER OUTSTANDING PPRC COMMENTS SHALL BE
 ADDRESS AND SATISFIED FOR SITE PLAN APPROVAL.

Review Stop Z ZONING
Rev No 2 Status P Date 08-17-2021 Cont ID  
Sent By llouie Date 08-19-2021 Time   Rev Time 0.00
Received By llouie Date 08-17-2021 Time   Sent To  
Notes
2021-08-17 10:30:23ZONING CONDITION OF APPROVAL:
  
 1.) A PERMIT FROM THE NORTHERN PALM BEACH COUNTY
 IMPROVEMENT DISTRICT (NPBCID) SHALL BE APPROVED AND
 ISSUED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE PROJECT. A COPY OF THE PERMIT SHALL BE SUBMITTED TO
 THE DEVELOPMENT SERVICES DEPARTMENT - PLANNING DIVISION
 FOR THE FILE.
  
 2.) ALL OTHER OUTSTANDING PPRC COMMENTS SHALL BE
 ADDRESS AND SATISFIED FOR SITE PLAN APPROVAL.

Review Stop Z ZONING
Rev No 1 Status F Date 04-26-2021 Cont ID  
Sent By llouie Date 04-26-2021 Time   Rev Time  
Received By llouie Date 04-26-2021 Time   Sent To  
Notes
2021-04-26 15:27:01GENERAL COMMENTS:
  
 1.) A NEW MONUMENT SIGN HAS BEEN DETECTED IN THE PLANS;
 HOWEVER, THERE IS NO MENTION OF THIS IN THE
 JUSTIFICATION STATEMENT. PLEASE CLARIFY AND ADDRESS IN
 THE JUSTIFICATION STATEMENT IF NECESSARY.
  
 2.) ACCORDING TO THE LIST OF CONDITIONS PROVIDED BY THE
 NORTHERN PALM BEACH COUNTY IMPROVEMENT DISTRICT
 (NPBCID) PROVIDED WITH THE SIGNED OWNER'S CONSENT
 FORM), THE SCOPE OF WORK IS LIMITED TO THE "DEMOLITION
 OF THE EXISTING EAST ENTRANCE GATEHOUSE AND
 CONSTRUCTION OF A NEW EAST ENTRANCE GATEHOUSE PURSUANT
 TO THE SITE PLANS AND LANDSCAPE PLANS DATED MARCH 16,
 2021.": A) WHAT PLANS DID THE NPBCID REVIEW? NO PLANS
 ARE ATTACHED WITH THE CONDITIONS OF APPROVAL. B) THERE
 IS NO MENTION OF THE ADDITION OF THE PROPOSED MONUMENT
 SIGN AT THE EAST END OF THE WORK AREA/SITE PLAN IN THE
 CONDITIONS PROVIDED BY THE NORTHERN PALM BEACH COUNTY
 IMPROVEMENT DISTRICT. C) AS NOTED IN CONDITION NO. 3,
 "NO CHANGE TO THE SCOPE, PURPOSE OR NATURE OF THE
 APPLICATION IS PERMITTED UNLESS SUCH CHANGE HAS BEEN
 APPROVED IN WRITING BY EITHER O?NEAL BARDIN JR. OR
 DANVERS BEATTY, THE EXECUTIVE DIRECTOR AND DEPUTY
 DIRECTOR, RESPECTIVELY, PRIOR TO SUCH CHANGES PROFFER,
 SUBMITTAL OR APPROVAL."
  
 3.) WHAT IS THE SIZE IN SQUARE FEET OF THE EXISTING
 GUARDHOUSE TO BE DEMOLISHED? PLEASE INCLUDE THIS
 INFORMATION IN THE JUSTIFICATION STATEMENT.
  
 4.) CHANGES TO ANY OF THE PLAN SHEETS WILL REQUIRE
 CHANGES (IF APPLICABLE) TO ALL OTHER PLAN SHEETS FOR
 CONSISTENCY WITH THE APPLICATION/SCOPE OF WORK.
  
 5.) WILL THE PROPOSED GUARDHOUSE BE MANNED AT ALL
 TIMES? PLEASE PROVIDE MORE INFORMATION IN THE
 JUSTIFICATION LETTER.
  
  
 SITE PLAN COMMENTS:
  
 1.) A PARKING STALL STRIPING DETAIL IS REQUIRED IN THE
 SITE PLAN. STRIPING DETAIL SHALL BE CONSISTENT WITH THE
 STRIPING STANDARDS OF THE ZONING AND LAND DEVELOPMENT
 REGULATIONS (ZLDRS) AND WITH THE PROPOSED CONFIGURATION
 OF THE SITE. ALTHOUGH A STRIPING DETAIL IS PROVIDED IN
 THE CIVIL PLANS, THE DETAIL IS ALSO REQUIRED IN THE
 SITE PLAN. ALSO NOTE THAT THE STALL STRIPING DETAIL
 PROVIDE IN THE CIVIL PLAN IS INCORRECT AND THE
 CONFIGURATION DOES NOT MATCH THE SITE PLAN.
  
 2.) PROVIDE WRITTEN CONFIRMATION FROM THE BUILDING
 DEPARTMENT THAT AN ACCESSIBLE PARKING SPACE IS NOT
 REQUIRED.
  
 3.) ALL PARKING ISLANDS SHALL BE CURBED. BASED ON
 STAFF'S REVIEW OF THE PLANS, A PORTION OF THE TERMINAL
 ISLANDS SEEM TO BE FLUSHED.
  
 4.) STRUCTURES DETECTED WITHIN EXISTING EASEMENTS ON
 THE PROPERTY. STRUCTURE(S) CANNOT BE LOCATED WITHIN ANY
 EASEMENTS ON THE PROPERTY UNLESS EASEMENT CONSENTS/HOLD
 HARMLESS LETTERS ARE PROVIDED.
  
 5.) IF THE PROPOSED NEW WALL SEGMENT ALONG THE NORTH
 SIDE OF THE PROPOSED GUARDHOUSE IS TO BE PROVIDED,
 PLEASE INCLUDE THE HEIGHT OF THE PROPOSED WALL IN THE
 PLANS.
  
 6.) HOW TALL IS THE PROPOSED GENERATOR? PLEASE NOTE
 THAT THE GENERATOR WILL REQUIRE FULL SCREENING FROM
 VIEW. INFORMATION ON THE PROPOSED HEIGHT OF THE
 GENERATOR IS REQUIRED AT THIS TIME TO DETERMINE THE
 TYPE OF SCREENING REQUIRED.
  
 7.) IF THE PROPOSED MONUMENT SIGN IS PERMITTED FOR THE
 PROJECT, ADDITIONAL DETAILS ON THE MONUMENT SIGN SHALL
 BE PROVIDED WITH THE RESUBMITTAL (I.E. DIMENSIONS OF
 THE SIGN FACE, SETBACK DISTANCE, ETC. CONSISTENT WITH
 THE SIGNAGE REQUIREMENTS OF ZLDR S.94-407(2),
 RESIDENTIAL DEVELOPMENT PERMANENT IDENTIFICATION SIGN.
 ANY DEVIATION TO THE SIGNAGE REQUIREMENTS OF
 S.94-407(2) SHALL REQUIRE A MAJOR PD AMENDMENT TO ALLOW
 FOR THE BIGGER SIGN.)
  
 8.) WILL THERE BE ANY SITE LIGHTING PROPOSED WITH THE
 SCOPE OF WORK? IF SO, THE LOCATION OF FIXTURES,
 DISTANCE FROM PROPERTY LINES AND AN ILLUMINATION PLAN
 IS REQUIRED AT THIS TIME.
  
  
 INSTRUCTIONS FOR RESUBMITTAL:
  
 * PLEASE PROVIDE RESPONSES TO REVIEW COMMENTS IN
 WRITTEN FORMAT.
  
 * WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF THREE
 (3) PAPER COPIES, ONE (1) REDUCED COPY IN 11 INCHES X
 17 INCHES AND AN ELECTRONIC COPY OF ALL PLANS AND
 DOCUMENTS.
  
 * 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
 ($60.00).
  
 * CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
 QUESTIONS.
  

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