Plan Review Details - Project E13040012
Plan Review Stops For Project E13040012
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 05-13-2013 Cont ID  
Sent By Mgonzale Date 06-06-2013 Time 13:09 Rev Time 8.00
Received By mgonzale Date 05-13-2013 Time   Sent To Z
Notes
2013-05-13 11:16:01COMMENTS TO EOR [email protected]
 PLEASE RESPOND TO ALL COMMENTS IN WRITING. THANK YOU!
  
 #1 PROVIDE VERTICLE CLEARANCES BETWEEN WATER, SEWER AND
 STORM.
  
 #2 PROVIDE ON PLAN VIEW THE LAYOUT FOR MASTER METER.
 METER MUST BE JUST INSIDE SITE AND MUST BE SHOWN IN A
 PROPOSED UTILITY EASEMENT.
  
 #3 PROVIDE A COPY OF THE APPROVED SITE PLAN. (YOU MAY
 PDF VIA EMAIL TO [email protected]
  
 #4 THE ISO CALCULATIONS AND WATERCAD MODEL DOES NOT
 REFLECT THE PRESSURE LOSS THRU THE METER, RPPA OR THE
 DCDA. CLARIFY IF THIS HAS BEEN ACCOUNTED FOR.
  
 #5 PROVIDE 2 (4" RIGID CONDUITS AT NEW DRIVEWAY AT
 LAMBERTON DRIVE AND EXECUTIVE CENTER DRIVE.)
  
 #6 PROVIDE SPOT ELEVATIONS ON PAVING AN D GRADING PLAN.
 PEDESTRIANS FROM PARKING UNTO BUILDINGS MAY BE WALK ON
 RAMPS THAT MAY NEED HAND RAILS.
  
 #7 LAMBERTON DRIVE STRIPING AND SIGNING MUST BE
 THERMOPLASTIC. IT MUST ALSO BE SUPPLIED WITH TRUNCATED
 DOMES.
  
 #8 REMOVE FIRE/DOMESTIC METER DETAIL ON SHEET C630. AND
 REMOVE THE GREASE/WATER SEPARATOR OFF SHEET C651.
  
 #9 PAVERS ON EXECUTIVE CENTER DRIVE AND CONGRESS AVE
 MUST HAVE A HOLDHARMLESS AGREEMENT WITH THE CITY FOR
 MAINTENANCE RESPONSABILITY.
 VINCENT NOEL CITY OF WPB PROPERTY
  
 #10 SEWER MANHOLES ARE PRIVATE AS THEY SERVE THE HOTEL
 PROPERTY, THERE IS AN EASEMENT THAT IS PRIVATE, PLEASE
 CONFIRM OWNERSHIP OF RIGHTS AS YOUR PLANS SHOW
 MIDIFYING SOME OF THE STRUCTURES. IF MANHOLES ARE
 MODIFIED THE CITY WOULD SUGGEST REHABILITATING THE
 LININGS SO THAT INFILTRATION OF WATER IS KEPT TO A
 MINIMUM. ALSO THE LIDS SHOULD BE CHECKED FOR PROPER
 SEAL AS TO KEEP RAIN WATER FROM ENTERING SEWER SYSTEM.
  
 #11 LANDSCAPING ALONG THE 10' UTILITY EASEMENT WILL
 HAVE TO CLEAR ANY UTILITIES IN PLACE INCLUDING CITY OF
 WPB IRRIGATION. ANY WORK ON EXECUTIVE CENTER DRIVE WILL
 REQUIRE THE CONTRACTOR TO OBTAIN A ROW PERMIT. SAME FOR
 CONGRESS AVE WITH PALM BEACH COUNTY ROW.
  
 #12 PROVIDE TRAFFIC DOCUMENTATION ON INTERSECTION OF
 EXECUTIVE CENTER DRIVE AND LAMBERTON DRIVE,
  
 PLEASE SEE STORMWATER COMMENTS:
 1. REFERENCED FEMA FIRM PANEL AND FLOOD ZONE NOTED ON
 SHEET C300 AND OTHERS (AND IN DRAINAGE CALCS.) IS
 INCORRECT.
 2. THE EXISTING CONDITIONS PLAN SHOWS WHAT APPEARS TO
 BE A 32' WIDE EASEMENT OVER THE SANITARY SEWER SYSTEM.
 IF THIS IS AN EASEMENT, PLEASE HAVE THE DEVELOPER
 PROVIDE A COPY OF THE EASEMENT DOCUMENT(S) TO SEE
 WHO/WHAT THE EASEMENT IS FOR AND IF THERE ARE ANY
 RESTRICTIONS. BUILDINGS 12 AND 17 ENCROACH INTO THE
 "EASEMENT".
 3. SHEET C301 - HOW DOES RETENTION AREA SOUTH OF
 BUILDING 9 DRAIN? WHAT AREA(S) DRAIN TO THIS RETENTION
 AREA?
 4. IRRIGATION SHEETS NOT LABELED OR NUMBERED.
 5. LANDSCAPE PLANS MISSING A PLANT SCHEDULE.
 6. MANY PROPOSED TREES PROPOSED NEAR OR ON TOP OF
 WATER/SEWER/STORM PIPES. I'VE HIGHLIGHTED MOST OF THE
 CONFLICTS WITH THESE UTILITY LINES ON SHEET L1.10.
 7. NO TREES OR WALLS ARE TO BE PLACED WITHIN THE 10'
 UTILITY EASEMENT ALONG EXECUTIVE CENTER DRIVE.
 8. WALL AT NE CORNER OF BUILDING 6 MAY BE IN CONFLICT
 WITH DCDA AND/OR BACKFLOW PREVENTER.
 9. CONSIDER DIRECTIONAL ARROWS AT OUTBOUND TURN LANES
 OF LAMBERTON DRIVE.
 10. ICPR MODEL DIFFICULT TO REVIEW. MODEL SCHEMATIC
 (WITH NODES/LINKS LABELED) ON TOP OF THE SITE PLAN
 WOULD BE HELPFUL.
 11. DRAINAGE CALCULATIONS - PROVIDE SUPPORT FOR A/D
 SOILS USED IN CURVE NUMBER CALCULATION.
 12. ENGINEER TO PROVIDE COPY OF EXISTING SFWMD ERP
 PEMIT(S).
  
 WITH REGARDS,
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 CITY OF WEST PALM BEACH
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS ST., 4TH FLOOR
 WEST PALM BEACH, FL 33401
 PHONE: 561-494-1120
 FAX: 561-494-1116
 CELL 561-351-0510
 [email protected]
  
Review Stop ENG-D ENGINEERING DEFICIENCY REVIEW
Rev No 1 Status F Date 07-21-2013 Cont ID  
Sent By Mgonzale Date 07-22-2013 Time   Rev Time 6.00
Received By mgonzale Date 06-21-2013 Time   Sent To ENG
Notes
2013-07-22 08:17:33COMMENTS FROM STORM WATER SECTION:
  
 SHEET C002:
 1. W&S SPECS NOTE 13 - SHOULD NOTE REFER TO WEST PALM
 BEACH WATER UTILITIES DEPARTMENT INSTEAD OF PALM BEACH
 COUNTY UTILITIES? WHOSE WATER MAIN WILL BE TAPPED?
 2. WATER DISTRIBUTION MATERIAL SPECS PER PUD NOTE 07 -
 WEST PALM BEACH WATER UTILITIES DEPARTMENT INSTEAD OF
 WPB UTILITIES COMMISSION? MAKE REFERENCE TO CWPB
 APPROVED MATERIALS LIST?
 3. CWPB SEWAGE COLLECTION/TRANSMISSION NOTES NOTE 06 -
 WRONG PHONE NUMBER LISTED.
  
 SHEET C100
 4. ALTHOUGH THERE IS A GENERAL NOTE ON SHEET C001
 INDICATING ELEVATIONS ARE SHOWN IN NGVD1929, NOTE 3 ON
 SHEET C100 PROVIDES A CONVERSION BETWEEN NAVD AND NGVD.
 THE NOTE SHOULD INDICATE NGVD ELEVATIONS ARE SHOWN ON
 THE SHEET.
  
 SHEET C200
 5. FOUR (4) KEEP RIGHT SIGNS (R4-7C) BE INSTALLED IN
 THE MEDIANS OF LAMBERTON DRIVE.
 6. CROSS WALK STRIPING AND CROSS WALK SIGNS NEEDED AT
 PEDESTRIAN CROSSING ON LAMBERTON DRIVE EAST OF
 APARTMENT ENTRANCE.
 7. CROSS WALK STRIPING NEEDED ACROSS LAMBERTON DRIVE AT
 INTERSECTION WITH EXECUTIVE CENTER DRIVE.
  
 SHEET C650
 8. WHAT IS THE "WASTEWATER BUREAU" REFERENCED IN THE
 FRAME CAST IN TOP SLAB DETAIL?
  
 SHEET L1.11
 9. OAK TREE PROPOSED NEAR PROPOSED STORM PIPE SOUTHWEST
 OF TRASH COMPACTOR BUILDING. ROOT BARRIER PROPOSED?
  
 10. YELLOW POINCIANA TREE PROPOSED NEAR PROPOSED STORM
 PIPE WEST OF CLUBHOUSE. ROOT BARRIER PROPOSED?
  
 DRAINAGE CALCS:
 11. CN FOR A/D SOILS SHOULD USE THE CN FOR TYPE A SOILS
 IF THE WATER TABLE IS DRAINED. IF THE WATER TABLE IS
 ELEVATED WHERE IT WILL AFFECT INFILTRATION, THE A/D
 SOILS REACT MORE LIKE TYPE D SOILS WITH MORE RUNOFF
 POTENTIAL AND THE CN VALUE FOR TYPE D SOILS SHOULD BE
 USED.
  
 TRACY L. WARD, P.E.
 SENIOR STORMWATER ENGINEER
 CITY OF WEST PALM BEACH
 ENGINEERING AND PUBLIC WORKS DEPARTMENT
 401 CLEMATIS ST., 4TH FLOOR
 WEST PALM BEACH, FL 33401
 PHONE: 561-494-1120
 FAX: 561-494-1116
 CELL 561-351-0510
 [email protected]
  
 **************************************
  
 JEFFERSON
  
 SHEET C001 STORM SEWER NOTES MAKES REFERENCE TO CITY
 SECTION 09/03/05. COULD YOU PROVIDE SUCH SPECIFICATION.
 YOU MAY PDF VIA E-MAIL TO [email protected]
  
 SHEET C002 CITY OF WPB WATER DISTRIBUTION NOTES- THESES
 NOTES CONFLICT WITH CITY OF WPB STANDARD NOTES FOR FIRE
 HYDRANT LOCATION SPECIFICATION AND COLOR. PLEASE
 REMOVE. IT IS SUGGESTED THAT EVEN THOUGH FIRE HYDRANTS
 ARE PRIVATE THEY ARE TO MATCH CITY OF WPB STANDARDS FOR
 SAFETY OF OPERATIONS.
  
 SHEET C403 METER TAP LOCATION REQUIRES ISOLATION
 VALVES. 4" RWGV MUST BE PLACES WHERE 4" TEE PROVIDE
 WATER TO METER AREA. FOR FIRE LINE IT IS REQUIRED THAT
 YOU PROVIDE AN 8" RWGV TO BE ABLE TO SHUTDOWN THE
 FIRELINE.3" METER PIPING SHALL BE AS PER CITY STANDARD
 WHICH IS 4" DIAMETER PIPING UP TO AND FROM THE METER,
 REDUCER S ARE PLACED TO ACCOMMODATE 3" METER. REFER TO
 CITY OF WPB STANDARDS WS-6 3 & LARGER DOMESTIC METER
 DETAIL AND W-6.1 3 & LARGER METER LEGEND . METER PIPING
 AND FIRELINE PIPING UP TO BACK OF BACKFLOW MUST BE OF
 DUCTILE IRON PIPE MATERIAL, YOU MAY USE PVC BEYOND
 BACKFLOW.
  
 SHEET C402 AND C403 SHOW SEWER SERVICES IN EXCESS OF 75
 LF. A CLEANOUT SHALL BE PLACED EVERY 75 LINEAR FEET.
  
 SHEET C400 SERIES ARE MISSING AT LEAST TWO WATER MAIN
 CONFLICT CALL OUTS.
  
 SHEET C640 WATER JUMPER DETAIL PLEASE REFER AND USE THE
 CITY OF WPB STANDARD DETAIL P-6 PIGGING PROCEDURE. THIS
 DETAIL SHOWS ACCEPTABLE PRACTICE THAT WILL KEEP YOU IN
 COMPLIANCE WITH PALM BEACH COUNTY HEALTH DEPARTMENT
 RULES.
  
 SHEET C640 TABLE FOR CONFLICTS SHOWS 4" DIAMETER PIPING
 WHERE 3" IS SHOWN ON PLANS. PLEASE REVIEW CROSSING
 LOCATIONS #6, #8, #13, #15, #23, #31, AND #32. WHERE
 SEWER SERVICES ARE SHOWN WITH LESS THAN 30" OF COVER IT
 IS HIGHLY SUGGESTED THAT YOU USE CLASS 50 DIP MATERIAL
 PIPING VS PVC. CONFLICT #16 SHOULD INCLUDE 3" WM.
  
 SHEET C650 MANHOLE TOPS SHOWN CONFLICT WITH CITY OF WPB
 STANDARDS SHOWN ON SHEET C651 GS-1 MANHOLE COVER &
 FRAME AND GS-2 MANHOLE, TYPICAL . REVIEW DETAILS ON
 C650 AS SOME DIMENSIONS ARE SHOWN INCORRECT AS COMPARED
 TO SPECIFICATIONS IS U.S. FOUNDRY CATALOG FOR THE
 SPECIFIED MANHOLE TOP MODELS. NO BRICKS SHALL BE USED
 FOR PLACEMENT OF MANHOLE RING AND COVER. RISER RINGS
 ONLY.
  
 ENTRANCE DRIVEWAY MUST BE AS PER CITY OF WPB STANDARD
 CONCRETE APRON GC-6 DRIVEWAY APRONS.
  
 FEEL FREE TO REVISE THE SUBJECT SHEETS. ONCE REVISED WE
 MAY INSERT THEM INTO THE SETS FOR SIGN OFF AND PROCEED
 WITH PALM BEACH COUNTY HEALTH DEPARTMENT PERMIT FOR
 WATER MAINS AND DEP PERMITTING FOR SEWER.
  
  
  
  
  
Review Stop ENG-E ENGINEERING ENVR. MIT. REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-F ENGINEERING FINAL DRAWING REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-M ENGINEERING MODIFICATION REV
Rev No 1 Status P Date 08-23-2013 Cont ID  
Sent By mGONZALE Date 08-23-2013 Time   Rev Time 8.00
Received By mgonzale Date 08-09-2013 Time   Sent To Z
Notes
2013-08-23 11:52:20ALL ENGINEERING COMMENTS HAVE BEEN SATISFIED.
  
 [email protected]
Review Stop ENG-P ENGINEERING PLANNING REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-T ENGINEERING TRAFFIC STUDY REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 08-28-2013 Cont ID  
Sent By ajones Date 08-28-2013 Time 09:23 Rev Time 0.00
Received By ajones Date 08-28-2013 Time 09:23 Sent To  
Notes
2013-08-28 09:28:55ALL HARDWOOD TREES IN TERMINAL ISLANDS ARE REQUIRED TO
 HAVE A ROOT BARRIER INSTALLED.
  
 ANGELLA VANN
 561-822-1441
 [email protected]
  Print


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