Plan Review Notes
Plan Review Notes For Project Z17070013
Project Number Z17070013
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2017-09-13 15:00:40CITY OF WEST PALM BEACH
 ENGINEERING SERVICES DEPARTMENT
 DATE: 09/20/2017
 PROJECT: PALM BEACH GARAGE
 ADDRESS: 3215 S. DIXIE HIGHWAY
 STATUS: FAILED
  
 THIS IS AN INITIAL 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.
  
 NO CIVIL ENGINEERING PLANS WERE SUBMITTED IN THE
 INITIAL SITE PLAN PACKAGE INDICATING PLANS FOR WATER
 AND SEWER SERVICES/CONNECTIONS FOR THE PROPOSED
 DEVELOPMENT. FOLLOWING COMMENTS NEED TO BE ADDRESSED
 PRIOR TO SITE PLAN APPROVAL:
  
 1. PLEASE SHOW ON THE PLANS, IN THE NEXT REVIEW LEVEL,
 HOW WILL THE SITE/BUILDING BE SERVED FOR WATER, SEWER
 AND FIRE PROTECTION. SHOW ALL EXISTING UTILITIES WITHIN
 THE VICINITY OF THE PROPOSED SITE AS WELL AS PROPOSED
 UTILITIES TO SERVE THE DEVELOPMENT (LABEL SIZE AND
 MATERIAL OF ALL PIPES AND CONDUITS ETC.);
  
 2. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH
 AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT
 ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED
 DEVELOPMENT. SHOW PROJECTED DEMANDS ON THE UTILITY PLAN
 SHEET;
  
 3. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT
 REVIEW PHASE, SHOW LOCATIONS OF ALL WATER METERS,
 VALVES, CLEAN-OUTS, LIGHT POLES, ETC. ROOT BARRIERS MAY
 BE REQUIRED WHERE PLANTINGS ARE NEAR UNDERGROUND
 STORMWATER, SANITARY, OR POTABLE WATER LINES;
  
 4. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE
 COLLECTION YARDAGE AT THE CONCEPTUAL STAGE. AS PART OF
 THE FINAL DESIGN, THIS SOLID WASTE ESTIMATE WILL NEED
 TO BE VERIFIED TO VALIDATE APPROPRIATE NUMBER AND SIZE
 OF DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE
 PLAN IF A COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE
 OF WASTE THAT WILL NEED TO BE COLLECTED;
  
 5. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
 THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS AND
 MANEUVER WITHIN THE PROPOSED DEVELOPMENT.
  
 AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
 FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
 ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
 BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
 PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
 VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
 ON THE UTILITY PLAN SHEET AS WELL;
  
 4. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS;
  
 5. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700
  
 6. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAIL SHEET(S) DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
 7. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
 PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S
 STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 8. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
 TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE
 CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
 PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
 UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
 ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY
 CROSSING INFORMATION;
  
 9. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 10. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
 EXISTING UTILITIES ON SOUTH DIXIE HIGHWAY INCLUDING BUT
 NOT LIMITED TO WATER, SEWER, GAS, UNDERGROUND ELECTRIC
 CONDUITS ETC. PLEASE IDENTIFY THE SOURCE OF THE
 AS-BUILT INFORMATION UTILIZED FOR THE POTABLE WATER,
 SANITARY SEWER, AND STORM SEWER DESIGN;
  
 11. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
 THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
 BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT
 TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
 TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 12. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY.
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
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