Plan Review Details - Project E16100001
Plan Review Stops For Project E16100001
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Rev No 4 Status F Date 01-10-2018 Cont ID  
Sent By squinone Date 01-24-2018 Time   Rev Time 0.00
Received By squinone Date 01-24-2018 Time   Sent To  
Notes
2018-01-24 13:23:03CANOPY HOTEL, E16100001
 ADDRESS: 704-718 S. DIXIE HWY
 STATUS: FAILED
  
 COMMENTS (PLEASE RESPOND TO COMMENTS IN WRITING):
 1. SHOW PROFILE FOR PROPOSED WATER MAIN SHOULD INCLUDE
 VERTICAL CLEARANCES BETWEEN WATER AND OTHER UTILITIES;
  
 2. REPLACE EXISTING 8-INCH DIAMETER (NOT 10-INCH
 DIAMETER AS SHOWN IN THE PLANS) SANITARY SEWER MAIN
 FROM MANHOLE TO MANHOLE TO A 12-INCH DIAMETER SDR-26
 SANITARY SEWER. THE CURRENT CONDITION OF THE EXISTING
 PIPE IS AT HALF CAPACITY AND MAY NOT WITHSTAND THE
 PROPOSED DEMAND;
  
 3. CCTV/DVD MUST BE PROVIDED BY DEVELOPER OF VIDEO OF
 SEWER MAIN TRINITY PL. TO BETTER ASSESS THE CONDITION
 OF THE EXISTING SYSTEM. WE SHOW INCONSISTENCY ON THE
 DIAMETER SIZE AND MATERIALS TYPE IN OUR AS-BUILTS AND
 FEEL THE DEVELOPER SHOULD VERIFY. OUR RECORDS INDICATE
 ASSET NUMBERS FOR THESE SEWER ELEMENTS DESCRIBED FROM
 WEST TO EAST: ASSET# SSMH6551, ASSET# SEWER LINE 07703,
 ASSET# SSMH0374. CHARLES PHOENIX, OF CITY O&M GROUP CAN
 BE CONTACTED TO COORDINATE THE ACCESS TO SANITARY
 SYSTEM. PLEASE ALLOW 48 HOUR NOTICE TO
 [email protected]. SUBMIT CD TO ENGINEERING SERVICES
 DEPARTMENT;
  
 4. NEED TO SHOW THE VERTICAL CLEARANCE AT ALL UTILITY
 CROSSINGS THERE ARE MISSING CONFLICT INFORMATION WHERE
 SERVICES ENTER THE SITE;
  
 5. WATER VALVE BOXES SHOULD NOT LAND WITHIN THE CURB
 RAMPS;
  
 6. WILL THE PROXIMITY AND HORIZONTAL DISTANCE BETWEEN
 THE PROPOSED AND EXISTING WATER MAIN BE A PROBLEM
 DURING CONSTRUCTION? CITY OF WPB PUBLIC UTILITIES
 DEPARTMENT WOULD LIKE A BRIEF SUMMARY RESPONSE OF MEANS
 AND METHOD FOR THIS INSTALLATION;
  
 7. PLEASE ADD STANDARD DETAIL WS-6. CITY'S STANDARD
 DETAILS (IN PDF FILE FORMAT) CAN BE DOWNLOADED FROM THE
 FOLLOWING SITE: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-
 PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 8. DEDICATED FIRELINE SERVING 700 S DIXIE DOES NOT
 SHOWN ON PLANS. PLEASE SHOW CONNECTION TO THE PROPOSED
 WM;
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 P: 561.494.1040 EXT: 1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 3 Status F Date 12-20-2017 Cont ID  
Sent By squinone Date 12-20-2017 Time   Rev Time 0.00
Received By squinone Date 12-13-2017 Time   Sent To  
Notes
2017-12-20 11:20:31CANOPY HOTEL, E16100001
 ADDRESS: 704-718 S. DIXIE HWY
 STATUS: FAILED
  
 COMMENTS (PLEASE RESPOND TO COMMENTS IN WRITING):
 1. SHEET C-05, SILT FENCE DETAIL FDOT DIMENSIONS
 CONFLICTS WITH THE CITY'S PC-2 DETAIL.
 2. SHEET C-06, PLEASE REMOVE CONSTRUCTION NOTE NO. 22.
 THE PLAN SUBMITTAL CHECKLIST IS A GUIDELINE FOR THE
 CIVIL PLAN SHEETS.
 3. SHEET C-07, GRATES WITHIN CITY'S RIGHT-OF-WAY MUST
 BE IN THE APPROVED MATERIAL LIST, REFER TO THE
 STORMWATER CITY STANDARDS.
 4. SHEET C-10, THE 18-INCH TRANSVERSE STRIPING ON THE
 SOUTH OF TRINITY PLACE SHOULD BE FROM LEFT TO RIGHT
 SINCE TRINITY IS A ONE-WAY STREET.
 5. SHEET C-11, BOTH FIRELINE MUST BE SLEEVED FROM THE
 8-INCH GATE VALVE (WITHIN THE PROPERTY LINE) TO DCDA
 REFER TO STANDARD DETAIL P-10.
 6. SHEET C-11, WEST PROFILE, WILL THE FIBER OPTIC BE
 RELOCATED TO MEET THE 6-INCH MINIMUM CLEARANCE?
 7. SHEET C-11, EAST PROFILE, PLEASE REVISE THE BSL
 ELEVATION.
 8. PLEASE ADD STANDARD DETAILS P-8, P-10, P-11, WS-1,
 WS-4, AND WS-11. CITY?S STANDARD DETAILS (IN PDF FILE
 FORMAT) CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 SINCERELY,
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 P: 561.494.1040 EXT: 1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 2 Status F Date 09-28-2017 Cont ID  
Sent By squinone Date 09-28-2017 Time   Rev Time 0.00
Received By squinone Date 09-22-2017 Time   Sent To  
Notes
2017-09-28 14:33:28CANOPY HOTEL, E16100001
 COMMENTS (PLEASE RESPOND TO COMMENTS IN WRITING):
  
 1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 NEED TO BE SUBMITTED TO THE ENGINEERING DIVISION OF THE
 PUBLIC WORKS DEPARTMENT. IN THE APPLICATION, PLEASE
 COMPLETE AND COMPLY WITH THE 'PLAN SUBMITTAL
 CHECKLIST'. THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION FORMS CAN BE DOWNLOADED AT: HTTP://WPB.ORG/
 DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APP
 LICATIONS
  
 2. SUBMIT A COPY OF THE ALTA/ACSM SURVEY WHICH HAS BEEN
 SIGNED AND SEALED BY PROFESSIONAL SURVEY & MAPPER (PSM)
 TO ENGINEERING. THIS IS A SEPARATE PERMIT FROM THE
 BUILDING PERMIT AND REQUIRES SURVEY PLANS.
  
 3. PLACEMENT OF THE PROPOSED METER, BACKFLOW PREVENTER,
 DCDA ETC. SHALL BE INSTALLED PER THE CITY'S STANDARD
 DETAILS. THE ASSEMBLIES ARE TOO FAR FROM THE CITY'S
 POINT OF SERVICE/METER REFER TO STANDARDS FOR
 DISTANCES.
  
 4. PLEASE PROVIDE THE FIRE HYDRANT FLOW TEST RESULTS
 INTO THE UTILITY SHEET C-11.
  
 5. A MAINTENANCE AGREEMENT WILL BE REQUIRED FOR THE
 NON-STANDARD ELEMENTS (TREES AND TREE GRATES; PAVERS,
 ETC.) PROPOSED WITHIN RIGHT-OF-WAYS;
  
 6. PROVIDE COPY OF HEALTH DEPARTMENT PERMITS FOR WATER
 AND SEWER.
  
 7. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD DETAILS TO THE DETAIL
 SHEET/S. 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.ORG/DEPARTMENTS/ENG
 INEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 8. 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;
  
 9. REFER TO MARKED UP PLANS FOR ADDITIONAL COMMENTS AND
 CONTACT ME TO SCHEDULE A PLAN REVIEW MEETING.
  
 SINCERELY,
 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]
  
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 10-25-2016 Cont ID  
Sent By   Date 10-25-2016 Time   Rev Time 6.00
Received By   Date 10-25-2016 Time   Sent To  
Notes
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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