Plan Review Notes
Plan Review Notes For Project E16100001
Project Number E16100001
Review Stop ENG-A
Sequence Number 1
Notes
Date Text
2016-10-26 13:10:20COMMENTS FOR THE CANOPY HOTEL PROJECT LOCATED AT
 704-718 S. DIXIE HWY.:
  
 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 WILL
 NEED TO BE SUBMITTED TO THE ENGINEERING DIVISION OF THE
 PUBLIC WORKS DEPARTMENT. THE ENGINEERING DEVELOPMENT
 APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT:
 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. THIS FORM CAN
 BE DOWNLOADED FROM THE FOLLOWING LINK:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
 3. PLEASE SUBMIT A COPY OF THE ALTA/ACSM SURVEY WHICH
 HAS BEEN SIGNED AND SEALED BY PROFESSIONAL SURVEY &
 MAPPER (PSM).
  
 4. PLEASE PROVIDE SOLID WASTE COLLECTION YARDAGE AND
 SANITATION/GARBAGE COLLECTION PLANS FOR THE
 DEVELOPMENT. SITE PLAN DOES NOT SHOW ANY GARBAGE
 RECEPTACLE/DUMPSTER.
  
 5. COMMENTS ON DRAINAGE/STORMWATER MANAGEMENT PLANS ARE
 BEING REVIEWED BY THE CITY?S STORMWATER ENGINEER, TRACY
 WARD, P.E. AND WILL BE PROVIDED SOON.
  
  
 FOLLOWING ARE THE COMMENTS ON WATER AND SEWER PLANS
 (SHEET C-11, C-12 AND C-13):
  
 1. PLEASE ADD PROPERTY LINES ON WATER, SEWER AND
 UTILITY PLAN SHEET C-11. PLACEMENT OF THE PROPOSED
 METER, BACKFLOW PREVENTER, DCDA ETC. SHALL BE INSTALLED
 PER THE CITY?S STANDARD DETAILS;
  
 2. PLEASE SUBMIT WATER AND SEWER DEMAND CALCULATIONS
 (AVERAGE AND PEAK) FOR METER SIZING SELECTION AND
 SERVICE SIZING SIGNED & SEALED BY ENGINEER/MEP. PLEASE
 ALSO PROVIDE CALCULATION FOR FIRE FLOW DEMAND;
  
 3. PLEASE INCLUDE THE LATEST VERSION OF THE CITY OF
 WEST PALM BEACH STANDARD WATER AND SEWER DETAILS TO THE
 CWPB UTILITY NOTES PLAN SHEET C-12. CONTACT THE
 ENGINEERING SERVICES DEPARTMENT (561) 494-1040 FOR THE
 LATEST REVISED DETAILS.
 4. EXISTING UTILITY SERVICE LINES, IF NOT USED BY THE
 SITE REDEVELOPMENT, ARE TO BE CUT AND CAPPED AT THE
 MAIN AND REMOVED IF LARGER THAN 2 INCHES IN DIAMETER.
 PLEASE ADD THE APPROPRIATE NOTES ON THE WATER &
 WASTEWATER PLAN;
  
 5. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT USED FOR DESIGN;
  
 6. THE CITY WILL PROVIDE CCTV RECORD OF THE EXISTING
 SANITARY SEWER MAIN ON TRINITY PLACE. EXISTING PIPE
 DIAMETER, PIPE MATERIAL, INVERT ELEVATION, ETC., ARE TO
 BE CONFIRMED BY THE ENGINEER;
  
 7. PLEASE PERFORM SOFT DIGS AND PROVIDE UTILITY
 CROSSING INFORMATION;
  
 8. PLEASE LABEL EXISTING UTILITY PIPE SIZE AND
 MATERIAL;
  
 9. PLEASE CALL OUT POINT OF SERVICE FOR WATER AND SEWER
 ON THE UTILITY PLANS;
  
 10. PLEASE SHOW EXISTING WATER DISTRIBUTION SYSTEM
 INCLUDING CONNECTIONS TO SIDE STREETS AND VALVES FOR
 CONSTRUCTION COORDINATION PURPOSES (SYSTEM SHUTDOWNS,
 ETC.);
  
 11. PLEASE SHOW UNIT COUNT/TYPE OF BUILDING/SQUARE
 FOOTAGE FOR WATER/SEWER CAPACITY DETERMINATION ON
 UTILITY PLAN;
  
 12. PLEASE INCLUDE APPLICABLE CITY OF WEST PALM BEACH
 STANDARD WATER AND SEWER DETAILS TO THE DETAILS SHEET.
 CONTACT THE ENGINEERING SERVICES DEPARTMENT (561)
 494-1040 FOR THE LATEST REVISED DETAILS;
  
 13. PLEASE PROVIDE UTILITY CROSSING INFORMATION;
  
 14. PLEASE PROVIDE FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT ON S DIXIE HWY;
  
 15. EXISTING WATER SERVICE CONNECTIONS SERVING THE
 PROPERTY, IF NOT USED, ARE TO BE CUT AND CAPPED AT THE
 MAIN. DE-ACTIVATED/INACTIVE PIPELINES LARGER THAN 2"
 DIAMETER WILL BE REMOVED. PLEASE LABEL PIPE SIZE AND
 MATERIAL AND ADD NOTES TO THE UTILITY PLANS
 ACCORDINGLY;
  
 16. EXISTING SEWER SERVICE CONNECTIONS SERVING THE
 PROPERTY, IF NOT USED, ARE TO BE CUT AND CAP AT THE
 MAIN. PLEASE LABEL PIPE SIZE AND MATERIAL AND ADD NOTES
 TO THE UTILITY PLAN ACCORDINGLY;
  
 17. THE CITY IS EVALUATING IMPACTS TO THE WATER AND
 SEWER SYSTEMS DUE TO INCREASED DEMAND;
  
 18. REFER TO THE CITY' STANDARD DETAILS FOR PLACEMENT
 OF PROPOSED DDCV, BACKFLOW PREVENTER ASSEMBLY, METER
 VAULT/BOX, AND CLEAN-OUT;
 19. PLEASE PROVIDE ENGINEERING/MEP CALCULATION FOR THE
 PROPOSED 12? WM SIZING ON TRINITY PLACE;
  
 20. PROPOSED FIRE DEPARTMENT CONNECTION (FDC) SHOULD BE
 ACCESSIBLE TO HYDRANT (WITHIN 150 FEET);
  
 21. IT IS THE CITY'S PREFERENCE NOT TO HAVE PARALLEL
 WATER MAINS IN THE SYSTEM. REMOVE THE EXISTING 8" WM
 AND INSTALL THE NEW 12" WM WITH 36" MINIMUM COVER IN
 THE SAME LOCATION. PROVIDE CONNECTION TO ALL EXISTING
 SERVICES. ADD THE WM PROFILE ON 1"-20' SCALE;
  
 22. ASBUILTS FOR 700 S DIXIE HWY.; 309-353 TRINITY
 PLACE; SOUTH DIXIE HWY. FROM JUST NORTH OF TANGLEWOOD
 CT. TO JUST OF SOUTH OF TRINITY PLACE; AND TWO CITY
 PLAZA AT 701 S OLIVE AVE. ARE PROVIDED. CALL OUT THE
 SIZE, PIPE CONFIGURATION, METER SIZE, ETC. FOR ALL THE
 EXISTING SERVICE CONNECTIONS;
  
 23. THE PROPOSED WM CONNECTION AT S. DIXIE HWY AND
 TRINITY PLACE NEEDS TO BE REVIEWED. INSTALL 12" TEE
 CUT-IN TEE IN LIEU OF TAPPING SLEEVE WHEREVER POSSIBLE;
  
 24. PLEASE CALL OUT THE POINT OF SERVICE (SEWER). CCTV
 RECORD (VIDEO AND TV LOG) OF THE PROPOSED SAN SEWER
 MAIN WITHIN THE ROADWAY R/W WILL BE REQUIRED AS PART OF
 THE PROJECT CLOSE-OUT SUBMITTAL;
  
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