| Date |
Text |
| 2014-12-19 13:17:21 | AN ENGINEERING DEVELOPMENT PERMIT APPLICATION IS |
| | REQUIRED FOR THIS PROJECT. THIS IS A CONCEPTUAL LEVEL |
| | REVIEW. TECHNICAL DETAILS OF THE WATER, SEWER, |
| | STORMWATER, TRAFFIC CIRCULATION, AND SOLID WASTE |
| | COLLECTION WILL BE REVIEWED AS PART PART OF THE |
| | ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT |
| | APPLICATION PROCESSES. THE ENGINEERING DEVELOPMENT |
| | APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | PRIOR TO START OF CONSTRUCTION, A UNITY OF TITLE MUST |
| | BE COMPLETED. INSTRUCTIONS AND THE APPLICATION FORM CAN |
| | BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | NEW PARKING STALL STRIPING MUST COMPLY WITH CITY OF |
| | WEST PALM BEACH CODE OF ORDINANCES, ARTICLE XV, SECTION |
| | 94-485. |
| | |
| | THE AVAILABLE WATER PRESSURE WITHIN THE CITY MAY NOT BE |
| | ACCEPTABLE AT ELEVATIONS HIGHER THAN THE 2ND FLOOR. WE |
| | RECOMMEND THAT A LONG-TERM PRESSURE STUDY BE PERFORMED |
| | ON THE POTABLE WATER LINES PRIOR TO FINALIZATION OF THE |
| | DESIGN. |
| | |
| | SHOW THAT ALL POTABLE WATER, STORMWATER, AND SANITARY |
| | SEWER CROSSINGS MEET THE SEPARATION REQUIREMENTS OF |
| | RULES 62-555.314 AND 62-604 FAC |
| | |
| | SEE THE FIRE DEPARTMENT COMMENTS FOR THE REQUIREMENTS |
| | FOR FIRE SUPPLY LINES, WHICH WILL INCLUDE THE PROPOSED |
| | POTABLE WATER LINE IF A SEPARATE FIRE LINE IS NOT |
| | PROVIDED. |
| | |
| | SUBMIT A HYDRAULIC ANALYSIS OF THE PROPOSED WATER |
| | DISTRIBUTION SYSTEM. |
| | |
| | REVISE THE PLANS TO INCLUDE APPLICABLE CITY ENGINEERING |
| | STANDARD DETAILS. INDICATE THE YARD PIPING DESIGN |
| | STANDARDS (MINIMUM COVER, HORIZONTAL AND VERTICAL |
| | CLEARANCES), AND WHICH JOINTS ARE TO BE MECHANICALLY |
| | RESTRAINED. |
| | |
| | PLEASE SHOW THAT THE PROPOSED TRASH DUMPSTER/COMPACTORS |
| | ARE LOCATED IN AREAS EASILY SERVICED BY THE CITY |
| | SANITATION EQUIPMENT AND MANPOWER. SECTION 74-35(A)(5) |
| | OF THE CODE OF ORDINANCES. |
| | |
| | VERIFY THAT THE PROPOSED SIZE AND QUANTITY OF TRASH |
| | BINS IS APPROPRIATE FOR THE WASTE YARDAGE ANTICIPATED |
| | TO BE GENERATED BY THE COMPLEX. CONSIDER USING A |
| | COMPACTOR TO REDUCE THE YARDAGE OF WASTE THAT WILL NEED |
| | TO BE COLLECTED. |
| | |
| | APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT |
| | REMOVAL OF STORMWATER WILL NOT ADVERSELY AFFECT |
| | NEIGHBORING PROPERTIES OR THE PUBLIC STORM DRAINAGE |
| | SYSTEM. DEMONSTRATE THAT THE DESIGN INCLUDES PROVISIONS |
| | FOR THE CONSTRUCTION OF FACILITIES, INCLUDING GRADING, |
| | GUTTERS, PIPING AND THE TREATMENT OF TURF, TO |
| | ACCOMMODATE STORMWATER AND TO PREVENT EROSION AND THE |
| | FORMATION OF SILT. CODE OF ORDINANCES SECTION |
| | 94-35(C)(11) |
| | |
| | PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE |
| | ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. [SECTIONS |
| | 90-201, 94-35(C )(11), AND 94-307 OF THE CODE OF |
| | ORDINANCES]. |
| | |
| | PLEASE SHOW THE LOCATIONS OF THE ROOF DRAINS AND |
| | INDICATE WHERE THE RUNOFF FROM THE ROOF DRAINS WILL BE |
| | DIRECTED. THE ROOF DRAIN PEAK DISCHARGE RATE AND |
| | VELOCITY WILL NEED TO BE INCLUDED IN THE FINAL DESIGN |
| | OF THE STORMWATER MANAGEMENT SYSTEM. |
| | |
| | KELLY CRANFORD, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | PUBLIC WORKS DEPARTMENT |
| | CITY OF WEST PALM BEACH |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
| | |
