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2019-08-16 07:13:16 | 1. PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND |
| INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| (Z-XXXXXXXX). |
| |
| 2. PLANS SHALL SHOW PROPOSED LOCATIONS AND DIMENSIONS |
| OF ALL WATER, STORM WATER, AND SANITARY AND SEWER |
| LINES, INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER |
| AND SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES, |
| METERS, AND OTHERS DEVICES TO BE INSTALLED ON THE |
| SYSTEM, CATCH BASINS, CULVERTS, DITCHES INCLUDING |
| GRADES, PIPES SIZES, MATERIALS, ELEVATIONS, |
| ASSUMPTIONS, CALCULATIONS, INVERT ELEVATIONS FOR ALL |
| INLETS AND MANHOLES AND PROFILES OF SANITARY SEWER |
| LINES. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE |
| PROFILE VIEW. DIRECTION OF FLOW SHALL BE SHOWN ON PLAN |
| VIEW ON PLAN VIEW FOR ALL SANITARY AND STORM SEWERS. |
| ADDITIONALLY, PLAN VIEW SHALL SHOW ALL EXISTING AND |
| PROPOSED UNDERGROUND UTILITY LAYOUT, INCLUDING FIBER |
| OPTIC, ELECTRIC, GAS, AND CABLEVISION & |
| TELECOMMUNICATION FACILITIES LOCATED ON THE |
| RIGHT-OF-WAY (NOTE: SURVEY SHOWS TWO AT&T VAULTS IN |
| GARDENIA ST. RIGHT OF WAY NEAR PROPOSED WATER AND |
| SANITARY SEWER WORK, THAT ARE NOT REFLECTED ON |
| PRELIMINARY UTILITY PLANS). PROVIDE PROFILE AND |
| CLEARANCES AT ALL UTILITY CROSSINGS. CUT AND CAP |
| UTILITIES NOT IN USE, AND REMOVE ANY ABANDONED UTILITY |
| LINES LARGER THAN 2 INCHES FROM CITY RIGHT OF WAY. |
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| 3. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| DEVELOPMENT APPLICATION). |
| |
| 4. PROVIDE CALCULATIONS ON PLANS OF EXISTING AND |
| PROPOSED DEMANDS FOR WATER & SEWER (AVERAGE, MAXIMUM |
| AND PEAK) AND FIRE FLOW DEMANDS. CALCULATIONS SHALL BE |
| PER FAC 64E-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| |
| 5. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER ALONG |
| ENTIRE PROJECT FRONTAGE. |
| |
| 6. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| SEWER ARE REQUIRED. |
| |
| ---THE FOLLOWING COMMENTS ARE FOR THE FORMAL |
| ENGINEERING SUBMITTAL:--- |
| |
| 7. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. |
| |
| 8. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| METER AND BACKFLOW PREVENTION. |
| |
| 9. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| OF WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| |
| 10. FOR FORMAL ENGINEERING SUBMITTAL, WHEN SUBMITTING |
| APPROVED MATERIALS LIST, PLEASE PROVIDE MATERIAL/CUT |
| SHEETS FOR ALL PROPOSED BACKFLOW DEVICES SHOWING |
| SPECIFIC MODEL NUMBER AND SPECIFYING USC APPROVED |
| LEAD-FREE DESIGN. |
| |
| 11. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES |
| ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| PARCELS. |
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| 12. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES |
| ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| ADDRESSES. |
| |
| 13. FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO |
| PROVIDE 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH |
| SIDE OF PROPOSED TRENCH IN CITY MAINTAINED ROADWAY |
| AREAS PER CITY OF WPB STANDARD DETAIL GC-9. |
| |
| 14. FOR FORMAL ENGINEERING SUBMITTAL, SHOW DIMENSIONS |
| OF PROPOSED DUMPSTER PER CURRENT CITY OF WPB STANDARD |
| DETAIL GC-8. |
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| 15. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR |
| PROPOSED IMPROVED AREAS. |
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| |
| FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| CONCERNS, THANKS. |
| |
| RICK ROSSANO |
| PROJECT COORDINATOR |
| ENGINEERING SERVICES DEPARTMENT |
| 401 CLEMATIS STREET, 4TH FLOOR |
| WEST PALM BEACH, FL 33401 |
| (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| DIRECT: (561) 494-1098 |
| FAX: (561) 494-1116 |
| MOBILE: (561) 246-9525 |
| EMAIL: [email protected] |
| WWW.WPB.ORG/ENGINEERING |
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