Plan Review Details - Project E16060046
Plan Review Stops For Project E16060046
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 06-13-2016 Cont ID  
Sent By B Samara Date 06-13-2016 Time   Rev Time 8.00
Received By   Date 05-30-2016 Time   Sent To I
Notes
2016-06-13 14:32:27PLEASE RESPOND TO THE FOLLOWING COMMENTS IN WRITING:
  
 COMMENTS ON THE URBAN YOUTH IMPACT SITE IMPROVEMENTS
 PROJECT SUBMITTAL:
  
 THE APPLICATION PACKAGE IS MISSING THE FOLLOWING:
 1- PLAN SUBMITTAL CHECKLIST
 2- INFRASTRUCTURE REPORTS PARTS 1 AND 2
 3- COMPLETED CERTIFIED CONSTRUCTION COST ESTIMATES
 4- SITE PLAN APPROVED DRAWINGS (PLANNING DEPT.)
 5- OTHER SUPPORTING DOCUMENTATION (IF ANY) SUCH AS
 REGULATORY PERMIT APPROVALS, DEVELOPMENT AGREEMENTS,
 LEGAL AGREEMENTS IMPACTING THE PROJECT, OR ANY OTHER
 RELEVANT DOCUMENTS.
  
 COMMENTS ON THE PLANS (ENGINEERING DRAWINGS):
 1- SHEET 1: LOCATION MAP IS SHOWING 45TH STREET IN TWO
 DIFFERENT LOCATIONS. PLEASE CHECK/REVISE.
  
 2- SHEET 2:
 A. R/W LINES SHOULD BE CLEARLY LABELED ON THE PLAN AND
 INCLUDED IN THE LEGEND ALSO.
 B. OTHER ELEMENTS OF THE PLAN SHOULD BE INCLUDED IN THE
 LEGEND, FOR EXAMPLE THE WALKWAYS, THE HATCHING SHOWN ON
 THE NORTHERN EXISTING BUILDINGS, ETC.
 C. NOTE #6 IS REFERRING TO A SITE PLAN PREPARED BY
 ANOTHER CONSULTANT BUT IT IS NOT INCLUDED IN THE
 DRAWINGS.
 D. SURFACE FLOW ARROW IS SHOWN IN THE LEGEND BUT NOT ON
 THE PLAN. FOR EXAMPLE, WITH THE PROPOSED DRAINAGE
 SYSTEM DOES THE STORM WATER DRAINAGE FROM THE NORTHERN
 PARKING LOT STILL FLOWS DIRECTLY TO AUSTRALIAN AVE OR
 IS IT PICKED UP IN THE PVC PIPES AND ROUTED TO THE
 RETENTION AREA? SIMILARLY, DOES THE RE-WORKED ASPHALT
 PARKING AREA SHEET FLOW TO THE SOUTHERN RETENTION AREA?
 E. INVERT/RIM ELEVATIONS OF PIPES/STRUCTURES UPSTREAM
 OF THE BUBBLE-UP YD'S SHOULD ALSO BE INDICATED.
 F. YD-3 IS SHOWN IN TWO DIFFERENT LOCATIONS, THE
 NUMBERING MAY NEED TO BE REVISED.
 G. FOR CONFLICT POINT #2, PLEASE DOUBLE CHECK THE
 INVERT OF THE 8" RWL PIPE TO CONFIRM SUFFICIENT
 CLEARANCE FROM THE EXISTING WTR LINE.
  
 3- SHEET 3:
 A. OTHER ELEMENTS SHOULD BE INCLUDED IN THE LEGEND; FOR
 EXAMPLE THE WALKWAY, THE HATCHING SHOWN ON THE NORTHERN
 EXISTING BUILDINGS, ETC.
 B. WHAT DO THE NUMBERS SHOWN ON SOME OF THE PARKING
 SPACES DESIGNATE? FOR EXAMPLE NUMBERS 3, 4, 6, 8, ETC.
 WHAT DO THEY DESIGNATE?
  
 4- SHEET 5:
 A. IT IS ADVISABLE TO INCLUDE A LEGEND THAT SHOWS THE
 RELEVANT ELEMENTS OF CONSTRUCTION AND EROSION CONTROL,
 SUCH AS R/W LINES, PAVEMENT TO BE REMOVED, SILT FENCE,
 ETC.
 B. PLEASE CHECK IF THE SILT FENCE SHOULD BE EXTENDED
 FURTHER TO THE SOUTH AND WEST THAN THE LIMITS SHOWN ON
 THE PLAN.
 C. LOCATIONS OF DRAINAGE INLETS (IF ANY) IN WHICH INLET
 PROTECTION WILL BE PROVIDED SHOULD BE SHOWN ON THE
 PLAN.
  
 STORM WATER CALCULATIONS:
 1- THE SOIL STORAGE TABLE SHOWN IN THE CALCULATIONS
 SHOULD ALSO SHOW THE COLUMN FOR THE 25% COMPACTED SOIL
 WHICH CONTAINS THE 8.18" USED IN THE CALCULATIONS. THE
 CURRENT SHOWN TABLE DOES NOT CONTAIN THE 8.18" SOIL
 STORAGE AMOUNT.
 2- THE WET SEASON WATER TABLE (WSWT) ELEVATION MAY ALSO
 NEED TO BE DETERMINED AND COMPARED TO THE CONTROL
 ELEVATION. THE SUBMITTED CALCULATIONS USE THE CONTROL
 ELEVATION AS THE BASIS FOR CALCULATING THE SOIL
 STORAGE.
  
  
  
 BASSAM SAMARA, P.E
 LAND DEVELOPMENT ENGINEER
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 PHONE: (561) 494-1040
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  

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