| Date |
Text |
| 2014-09-30 10:43:22 | ENGINEERING/PUBLIC WORKS DEPT. |
| | LAND DEVELOPMENT AND STORMWATER |
| | |
| | THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION DETAILS |
| | WILL BE REVIEWED AS PART OF THE ENGINEERING DEVELOPMENT |
| | APPROVAL AND BUILDING PERMIT APPLICATION PROCESSES. THE |
| | APPLICATION FORMS CAN BE DOWNLOADED AT |
| | HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/ |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE |
| | PLAN APPROVAL. |
| | |
| | 1. PLEASE REVISE THE DRIVEWAY APRONS TO MEET THE CITY'S |
| | ENGINEERING DESIGN STANDARDS. PLEASE ALSO INCLUDE THE |
| | DETAILS FOR THE SIDEWALK RAMPS, HTTP://WPB.ORG/ENGINEER |
| | ING/ENGINEERING-SERVICES/ENGINEERING-STANDARDS/ |
| | |
| | 2. SHOW CROSS-SECTIONS SHOWING THE PROPOSED GRADING |
| | ALONG FLAGLER DRIVE AND ARKONA CT. |
| | |
| | 3. INDICATE WHICH PORTIONS OF THE POTABLE WATER, |
| | SANITARY SEWER, AND STORMWATER SYSTEM WILL REMAIN |
| | PUBLICALLY OWNED AND WHICH SECTIONS WILL BE MAINTAINED |
| | BY THE APPLICANT. |
| | |
| | 4. REVISE THE LANDSCAPE PLAN TO SHOW LOCATIONS OF ALL |
| | WATER METERS, VALVES, CLEAN-OUTS, LIGHT POLES, ETC. |
| | ROOT BARRIERS MAY BE REQUIRED WHERE PLANTINGS ARE NEAR |
| | UNDERGROUND STORMWATER, SANITARY, OR POTABLE WATER |
| | LINES. |
| | |
| | 5. . WATER METERS ARE PROPERTY OF THE CITY. THEREFORE, |
| | METERS ARE TO BE LOCATED IN THE RIGHT-OFWAY UNLESS |
| | SHOWN ON THE PLANS JUST INSIDE THE PROPERTY, WITHIN AN |
| | EASEMENT. IF THE METER(S) ARE TO BE LOCATED WITHIN AN |
| | EASEMENT, A SKETCH AND LEGAL DESCRIPTION WILL BE |
| | REQUIRED. |
| | |
| | 6. 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. |
| | |
| | 7. THE PROJECT MUST PROVIDE ADEQUATE STORMWATER |
| | MANAGEMENT, INCLUDING NOT MODIFYING THE VELOCITY OR |
| | VOLUME OF OFF-SITE STORMWATER DISCHARGE. DESCRIBE HOW |
| | THIS WILL BE ACHIEVED. COMPLIANCE WITH CHAPTER 40E-4 |
| | FAC WILL DEMONSTRATE COMPLIANCE WITH THIS PROVISION. |
| | [CODE OF ORDINANCES SECTIONS 90-201, 94-35(C )(11), |
| | 94-307, AND 94-580] THE CALCULATIONS SHOULD ADDRESS THE |
| | IMPACT OF THE ROOF-DRAIN VELOCITY AND SEEPAGE FROM THE |
| | ADJOINING PROPERTIES THROUGH THE PROPOSED RETAINING |
| | WALLS. |
| | |
| | 8. THE TRASH DUMPSTER/COMPACTORS MUST LOCATED IN AREAS |
| | EASILY SERVICED BY THE CITY SANITATION EQUIPMENT AND |
| | MANPOWER. HOW WILL THE DUMPSTER AREA BE ACCESSED BY |
| | CITY SANITATION CREWS? (SECTION 74-35(A)(5) OF THE CODE |
| | OF ORDINANCES.) |
| | |
| | 9. PROVIDE VERTICAL PROFILES FOR THE PARKING GARAGE |
| | RAMPS INCLUDING THE TRANSITION AREA GEOMETRY. |
| | |
| | |
| | THE FOLLOWING COMMENTS MUST BE ADDRESSED IN THE |
| | CONSTRUCTION PLANS SUBMITTED FOR DEVELOPMENT APPROVAL |
| | FROM THE ENGINEERING DEPARTMENT. |
| | |
| | 1. COORDINATE THE BACKFLOW PREVENTER LOCATIONS WITH THE |
| | ARCHITECT AND OWNER. THEY ARE AN ABOVE GROUND FEATURE |
| | AND COULD DISTURB THEIR VIEW OR BE IN CONFLICT WITH THE |
| | VISUAL DESIGN OF THE SITE. |
| | |
| | 2. 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. |
| | |
| | 3. SEWAGE DEMAND CALCULATIONS WILL NEED TO BE PROVIDED |
| | AS PART OF THE FINAL DESIGN. THE CONDITION OF THE |
| | EXISTING SERVICE LATERAL AND MANHOLE MAY NOT BE |
| | SUFFICIENT FOR THE PROPOSED DEMAND AND MAY NEED TO BE |
| | REPLACED. WE RECOMMEND AN INSPECTION OF THE EXISTING |
| | SYSTEM BE REQUESTED FROM OUR OPERATION AND MAINTENANCE |
| | DIVISION PRIOR TO FINALIZING THE DESIGN. |
| | |
| | KELLY CRANFORD, P.E. |
| | LAND DEVELOPMENT ENGINEER |
| | ENGINEERING & PUBLIC WORKS DEPARTMENT |
| | CITY OF WEST PALM BEACH |
| | [email protected] |
| | 561-494-1098 (OFFICE) |
| | |
| | |
| |
Print |
