Plan Review Details - Project Z21010015
Plan Review Stops For Project Z21010015
Review Stop AIPP ART IN PUBLIC PLACES
Rev No 1 Status N Date 01-29-2021 Cont ID  
Sent By scwelter Date 01-29-2021 Time 14:59 Rev Time 0.00
Received By scwelter Date 01-29-2021 Time 14:59 Sent To  
Notes
***NONE***
Review Stop ENG - PPRC ENGINEERING - PPRC
Rev No 1 Status F Date 02-04-2021 Cont ID  
Sent By rrossano Date 02-04-2021 Time   Rev Time 0.00
Received By rrossano Date 02-04-2021 Time   Sent To  
Notes
2021-02-04 11:37:041. 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. TO VIEW
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER
 ENGINEERING RELATED DOCUMENTS, OPEN A BROWSER IN CHROME
 AND GO TO: WWW.WPB.ORG/ENGDOCS . TO LOGIN, UNDER
 ?EMAIL? ENTER [email protected] ; UNDER ?PASSWORD? ENTER
 SIMPLE321#
 THERE ARE 4 PAGES OF AVAILABLE ENGINEERING DOCUMENTS
 FOR YOUR USE.
 2. 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. 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.
 3. 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, OPEN A BROWSER IN CHROME AND GO TO:
 WWW.WPB.ORG/ENGDOCS .TO LOGIN, UNDER ?EMAIL? ENTER
 [email protected] ; UNDER ?PASSWORD? ENTER SIMPLE321#
 CROSS-CONNECTION CONTROL MANUAL IS ON PAGE 4.
 4. 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.
 5. 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.
 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE
 DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB
 DEVELOPMENT APPLICATION).
 8. 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.
 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION
 (NAVD 88 AND NGVD 29).
 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER IN
 ALLEY.
 11. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND
 IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED
 AREAS.
 12. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 13. PLEASE LABEL WATER LINES AS PRIVATE WHERE
 APPLICABLE.
 14. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED
 LOCATION OF WATER METER AND BACKFLOW PREVENTION.
 15. 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]
 16. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS
 FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS.
 17. FOR ENGINEERING SUBMITTAL, SHOW PAVEMENT
 RESTORATION AT SCALE PER STANDARD DETAIL.
 18. CONFIRM IF THERE ARE ANY PROPOSED DRAINAGE
 IMPROVEMENTS.
  
  
  
 THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD
 CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES,
 PLEASE CONTACT 561-494-2262 OR [email protected]:
 -EXISTING BACKFLOW ASSEMBLY FOR DOMESTIC WATER DOES NOT
 APPEAR TO BE LEAD-FREE COMPLIANT. RECOMMEND REPLACING
 TO LEAD-FREE COMPLIANT ASSEMBLY.
 -PROPOSED FIRELINE WATER SERVICE LOCATION IS ONLY
 ACCEPTABLE IF ALLEY R/W VACATION REQUEST IS APPROVED.
 -PAVEMENT RESTORATION BOUNDARIES ON BREVARD AVE FOR THE
 UTILITY WORK APPEARS TO BE SMALLER THAN REQUIRED
 DIMENSIONS OUTLINED IN THE PAVEMENT RESTORATION
 STANDARD DETAILS.
 -ENGINEERING PLAN SHOULD HAVE DATUM INFORMATION AND
 CONVERSION EQUATION.
 -ADD WATER DEMAND CALCULATIONS TO ENGINEERING PLAN
 ALONG WITH THE EXISTING WATER METER AND WATER SERVICE
 SIZE.
 -PROPOSED UTILITY EASEMENT IS NOT LABELED ON
 ENGINEERING PLAN.
 -FOR FORMAL ENGINEERING SUBMITTAL, PLEASE ADD PROPERTY
 ADDRESS TO ENGINEERING PLAN AND ADD NOTE THAT BACKFLOW
 ASSEMBLIES NEED 18INCHES CLEARANCE AROUND THEM. ALSO
 LABEL FIRELINE GATE VALVE ? (FIRELINE POINT OF
 SERVICE), AND SHOW FRANCHISE UTILITIES NEAR FIRELINE
 TAP.
 -WILL IRRIGATION WATER BE USED FROM EXISTING WATER
 SERVICE OR WILL ANOTHER WATER SERVICE BE NEEDED?
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
 RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES
 DEPARTMENT
 DIRECT: (561) 494-1098 [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 02-05-2021 Cont ID  
Sent By pleduc Date 02-05-2021 Time 12:04 Rev Time 0.00
Received By pleduc Date 02-05-2021 Time 11:41 Sent To  
Notes
2021-02-05 11:42:07THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
 PROPOSED ABANDONMENT.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop L LANDSCAPING
Rev No 1 Status P Date 02-08-2021 Cont ID  
Sent By rcaranci Date 02-08-2021 Time 16:45 Rev Time 0.00
Received By rcaranci Date 02-08-2021 Time 16:45 Sent To  
Notes
***NONE***
Review Stop PW PUBLIC WORKS
Rev No 1 Status P Date 02-09-2021 Cont ID  
Sent By   Date 02-09-2021 Time   Rev Time 0.00
Received By   Date 02-09-2021 Time   Sent To  
Notes
***NONE***
Review Stop STORM STORMWATER
Rev No 1 Status P Date 02-11-2021 Cont ID  
Sent By tward Date 02-11-2021 Time 11:25 Rev Time 0.00
Received By tward Date 02-11-2021 Time 11:28 Sent To  
Notes
2021-02-11 11:27:53THE COMMENTS BELOW ARE FOR THE SITE PLAN APPROVAL AND
 NOT FOR THE ABANDONMENT OF THE ALLEY.
  
 THIS 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 VERTICAL DATUM IS NATIONAL GEODETIC
 VERTICAL DATUM OF 1929. THE CITY HAS ALLOWED THE USE OF
 NAVD1988 PROVIDED THE CONVERSION TO NGVD1929 IS
 PROVIDED ON THE PLAN.
  
 2. ON EACH SHEET WITH ELEVATION INFORMATION LIST THE
 VERTICAL DATUM AND THE CONVERSION EQUATION TO NGVD1929.
  
 3. SHOW THE LIMITS OF MILL AND OVERLAY FOR THE TRENCH
 CUTS IN THE PUBLIC RIGHT OF WAY.
  
 4. S. DIXIE HWY IS MAINTAINED BY FDOT. ANY WORK WITHIN
 THE S. DIXIE R/W WILL REQUIRE A PERMIT FROM FDOT.
  
 5. SHOW PROPER PARKING LOT STRIPING (TWO 4? PARALLEL
 STRIPES WITH 12-INCH GAP BETWEEN THEM AND CLOSED ON ONE
 END)
  
 6. STORMWATER WATER QUALITY TREATMENT MAY BE NEEDED.
 CONSIDER INCORPORATING LOW IMPACT DEVELOPMENT IN THE
 DESIGN.
  
 7. IF ANY DRIVEWAY CONNECTIONS ARE CLOSED, REPLACE THE
 DROP CURB WITH RAISED CURB (OR CURB AND GUTTER AS
 APPLICABLE) IN THE RIGHT OF WAY.
  
 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. 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 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-05-12 06:48:46PASSED WITH CONDITION:
  
 1. APPLICATION NEEDS TO BE MADE FOR MINOR SUBDIVISION.
Review Stop SURVEY SURVEYING
Rev No 2 Status F Date 03-15-2021 Cont ID  
Sent By vnoel Date 03-15-2021 Time 09:18 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-03-15 09:24:591. NEED CHECK MADE OUT TO ANDERSON & CARR INC. IN THE
 AMOUNT OF $2000.00 FOR APPRAISAL.
 2. HAVE REQUESTED COPY OF ORB 447/628 FROM SURVEYOR FOR
 REVIEW.
 3. MINOR SUBDIVISION APPLICATION REQUIRED.
Review Stop SURVEY SURVEYING
Rev No 1 Status F Date 02-05-2021 Cont ID  
Sent By vnoel Date 02-05-2021 Time 13:26 Rev Time 0.00
Received By vnoel Date   Time   Sent To  
Notes
2021-02-05 13:34:541. SURVEY NEEDS TO BE SIGNED AND SEALED.
 2. LEGEND DOES NOT LINE UP WITH DESCRIPTIONS.
 3. REPLAT WILL BE REQUIRED. SUBDIVISION APPLICATION IS
 MADE THROUGH PLANNING.
 4. ON SKETCH OF ALLEY, WINTERS ST. IS MIS-LABELED.
 REFERENCE ORB/PG THAT CREATED ALLEY.
 5. PROVIDE COPY OF EASEMENT IN ORB 471/242.
 6. APPRAISAL OF ALLEY WILL BE REQUIRED. WE ARE
 OBTAINING QUOTE WHICH APPLICANT WILL BE RESPONSIBLE TO
 PAY PRIOR TO ORDERING.
 7. A 15' UTILITY EASEMENT WILL BE RESERVED OVER ALLEY
 FOR EXISTING SANITARY SEWER.
Review Stop TRAFFIC TRAFFIC ENGINEERING
Rev No 1 Status F Date 03-26-2021 Cont ID  
Sent By   Date 03-26-2021 Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
2021-03-26 16:59:23TRAFFIC COMMENTS
 1) PROVIDE COUNTY TPS LETTER ONCE AVAILABLE
  
 VALERIO ORICCHIO
 CITY TRANSPORTATION ENGINEER
 561-494-1092
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 02-09-2021 Cont ID  
Sent By   Date 02-09-2021 Time   Rev Time 0.00
Received By   Date 02-09-2021 Time   Sent To  
Notes
2021-02-09 10:55:53PPRC ZONING COMMENTS - 6910 SOUTH DIXIE HIGHWAY - PALM
 BEACH OUTPATIENT SURGERY - PB 1880
 2/9/2021
 Z21010015 | 6910 SOUTH DIXIE HIGHWAY | PB 1880
  
 PLEASE NOTE THE FOLLOWING WHEN RESUBMITTING:
 A. WRITTEN RESPONSES TO COMMENTS MADE BY ALL
 DEPARTMENTS SHALL BE PROVIDED UPON RESUBMISSION.
 B. PROVIDE AN ELECTRONIC COPY OF ALL PLANS AND 2 SETS
 OF PHYSICAL PLANS, ALONG WITH ONE (1) REDUCED COPY (11
 IN X 17 IN).
 C. PLEASE NOTE THAT RE-SUBMITTALS MAY BE SUBJECT TO
 ADDITIONAL COMMENTS.
 D. IF NO RESPONSE IS RECEIVED WITHIN 60 DAYS OF THE
 ISSUANCE OF THESE COMMENTS, THE APPLICATION WILL BE
 CONSIDERED WITHDRAWN AND ANY FURTHER ACTION WILL
 REQUIRE SUBMISSION OF A NEW DEVELOPMENT APPLICATION.
 E. A RESUBMITTAL FEE OF 20% OF THE ORIGINAL APPLICATION
 FEE WILL BE ASSESSED AFTER THE FIRST
 RESUBMITTAL.
 _______________________________________________________
 ___________________
  
 ABANDONMENT APPLICATION COMMENTS
  
 -CONSIDER CLOSING ONE OF THE EXISTING ENTRANCES
 ASSOCIATED WITH THE PROPOSED ABANDONED EASEMENT.
  
 -REPLAT REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.
  
 -PROVIDE WRITTEN CONFIRMATION FROM UTILITY COMPANIES.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
  
  Print


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved