Plan Review Details - Project E12070011
Plan Review Stops For Project E12070011
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 07-30-2012 Cont ID  
Sent By mgonzale Date 07-30-2012 Time   Rev Time 4.00
Received By mgonzale Date 07-11-2012 Time   Sent To  
Notes
2012-07-30 12:14:29PLEASE RESPOND TO ALL COMMENTS IN WRITING:
 1. EXISTING DRIVEWAY APRONS MUST BE REMOVED AND AREAS
 RESTORED TO GRASS MEDIAN AND PROPER CURB.
 SHOW LOCATIONS. CITY STANDARD APRON DETAILS, SIDEWALK,
 CURB MUST BE INCLUDED IN PLANS, SEE LINK BELOW.
 AN OFFSITE PLAN MAY BE REQUIRED SHOWING EXTENTS OF
 PAVEMENT REPLACEMENT DUE TO ALL CITY CONNECTIONS AND
 DRIVEWAY REMOVALS.
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_STANDARDS.HTM
 2. ROW PERMIT WILL BE REQUIRED BY CONTRACTOR TO PERFORM
 APRON WORK AND SEWER/WATERMAIN TIE-INS. SEE LINK BELOW
 TO ACCESS ROW PERMIT APPLICATION.
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 EXISTING FIRELINE STUB NEEDS TO BE UTILIZED CUT AND
 CAPPED AT WATERMAIN. WOULD SUGGEST UTILIZING FOR A
 WATER SERVICE TO ASHLEY STORE OR FUTURE BUILDING.
 LOCATION OF PROPOSED WATER AND SEWER NEEDS TO BE SHOWN
 WITHOUT DOUBT AS TO LOCATION FROM MEP.
 3. PROVIDE UNITY OF TITLE DOCUMENT. MAY PDF TO
 [email protected]
 4. FUTURE 4,500 SF RETAIL BUILDING DOES NOT SHOW
 DUMPSTER AREA.
 5. WATERMAIN SHOWN ON-SITE MUST BE PRIVATE. CITY WILL
 NOT OWN ANY WATERMAINS ONSITE. WATER LINE FOR ONSITE
 FIRE HYDRANTS MUST HAVE DCDA AT PROPERTY LINE.
 6. (2) PROPOSED SEWER SERVICES SHOW CROSSING EXISTING
 CITY WATERMAIN. SPECIFY CLEARANCE.
 7. A CLEAN-OUT IS REQUIRED BEFORE SEWER LINE (LATERAL)
 ENTERS BUILDING.
 8. SHARED UTILITY AGREEMENT AND ACCESS AGREEMENT MUST
 BE IN PLACE. IF ONE OWNER THAN NOT REQUIRED.
 9. EXISTING SEWER LATERAL FOR GOLD?S GYM MUST BE
 LOCATED AND CUT AND CAPPED AT MAIN.
 10. VERIFY PARKING SPACE DETAIL AND HC SPACE DETAIL
 THAT MUST MATCH PLANNING AND ZONING REQ UIREMENT.
 11. NOTES ON SHEET C1 CALL FOR PVC PIPE FOR WATERMAINS,
 CITY WILL NOT ACCEPT PVC FOR CITY OWNED WATERMAINS.
 12. NO IRRIGATION METERS SHOWN, IT IS SUGGESTED THAT
 YOU INSTALL ONE TO SAVE SEWER FEES.
 13. FDC MUST BE 150? MAX LENGTH FROM A CITY FIRE
 HYDRANT, A CITY FIRE HYDRANT MUST BE INSTALLED AT PALM
 BEACH LAKES BLVD ROW TO MEET YOUR DISTANCE.
 14. STOP SIGNS AT LOCATIONS EXITING OUT TO PALM BEACH
 LAKES SERVICE DRIVE MUST ALSO DISPLAY RIGHT-TURN ONLY
 TO AVOID TRAFFIC TURNING LEFT UNTO ONE-WAY TRAFFIC.
 ADDITIONAL ONE-WAY SIGNS MAY BE REQUIRED TO GUIDE
 TRAFFIC.
 15. PROVIDE STORM WATER CALCULATIONS.
  
 DRAINAGE
 ASHLEY FURNITURE (2121 PALM BEACH LAKES BLVD.)
 CIVIL PLANS BY SUNTECH ENGINEERING
 1. DRAINAGE STRUCTURES NUMBERS 2 AND 9 USED TWICE.
 2. AT CONTROL STRUCTURE NO. 9, THE VERTICAL DROP FROM
 THE SIDEWALK TO THE EDGE OF PAVEMENT IS NEARLY 1'.
 3. IS IT THE INTENT OF THE EOR FOR THE 10' GRASS STRIP
 DEPICTED ON SECTION A-A TO HOLD WATER ( BOTTOM
 ELEVATION = 14.75; GRATE ELEVATION = 15.50)?
 4. THE PRB DETAIL SHOULD SHOW THE BAFFLE CLOSED ON TOP
 AND OPEN ON THE BOTTOM.
 5. SHOW VERTICAL CLEARANCES WHERE THE WATER MAINS CROSS
 THE STORM SEWER SYSTEM.
 6. WATER QUALITY CALCULATIONS DO NOT INCLUDE A SAFETY
 FACTOR OF 2 FOR EXFILTRATION TRENCHES.
 7. EXFILTRATION TEST RESULTS ARE NEEDED WITH THE WATER
 QUALITY CALCULATIONS.
 8. PARKING SPACE DETAIL SHOWS 20' PARKING SPACE.
 SECTIONS SHOW PARKING SPACES OF 16' TO 19.5'
  
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop ENG-D ENGINEERING DEFICIENCY REVIEW
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Review Stop ENG-E ENGINEERING ENVR. MIT. REVIEW
Rev No 1 Status P Date 09-20-2012 Cont ID  
Sent By mgonzale Date 09-20-2012 Time   Rev Time 4.00
Received By mgonzale Date 09-20-2012 Time   Sent To  
Notes
2012-09-20 09:05:06PLANS ARE APPROVED FOR PBC HEALTH DEPARTMENT.
  
 #1 ACCESS SIDEWALK CONFLICTS WITH PARKING ISLAND
 DRAINAGE.
  
 #2 MUST ADDRESS THIS ISSUE ON SITE PLAN AS THEY BOTH
 MUST MATCH.
  
  
  
  
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Review Stop ENG-T ENGINEERING TRAFFIC STUDY REV
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Review Stop Z ZONING
Rev No 1 Status F Date 09-24-2012 Cont ID  
Sent By jroach Date 09-24-2012 Time 11:59 Rev Time 0.00
Received By jroach Date 09-24-2012 Time 11:59 Sent To  
Notes
2012-09-24 12:02:01ZONING REVIEW OF ENGINEERING SERVICES PLANS
 ___________________________________________
  
 DATE OF REVIEW: 09.24.2012
 PROJECT NO.: E12070010
 ADDRESS: 2101 PALM BEACH LAKES BOULEVARD
 APPLICANT/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW:
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. I HAVE CONCERNS WITH REGARD TO CHANGES THAT HAD BEEN
 MADE IN THE PROPOSED DRAINAGE METHOD FOR THE FRONT
 PARKING LOT. FLUMES DIRECTING THE SURFACE WATER FROM
 THE PARKING LOT INTO THE VARIOUS LANDSCAPE ISLANDS ARE
 NOW SHOWN, FURTHER DIRECTING IT TO CATCH BASINS AT THE
 TERMINUS OF THE ISLANDS. THERE IS A SIGNIFICANT AMOUNT
 OF LANDSCAPING IN THESE ISLANDS. CITY STAFF AND THE
 APPLICANT NEED TO LOOK INTO THIS TO SEE IF 1) CAN THE
 LANDSCAPING SURVIVE IN SUCH CONDITIONS, AND 2) HOW DOES
 THIS LANDSCAPING EFFECT THE DRAINAGE FLOW.
  
 2. THERE WERE ALSO A COUPLE CHANGES TO THE SITE PLAN
 FROM WHAT WAS APPROVED PREVIOUSLY, SO THERE WILL NEED
 TO BE A MINOR AMENDMENT TO THE CITY/ASHLEY FURNITURE
 COMMERCIAL PLANNED DEVELOPMENT (CPD). SUCH APPLICATION
 SHALL BE SUBMITTED TO THE CITY'S DEVELOPMENT SERVICES
 DEPARTMENT ? PLANNING DIVISION.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN ROACH, SENIOR PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 PHONE: 561.822.1435
 FAX: 561.822.1459
  
 EMAIL: [email protected]
  
 WWW.CITYOFWPB.COM
  
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