| Date |
Text |
| 2021-10-12 10:49:53 | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, ENG. |
| | SERVICES DEPT., 561-494-1098 [email protected] : |
| | |
| | 1. CONFIRM THAT A COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | HAS BEEN SUBMITTED DIRECTLY TO ENGINEERING (SHEET 33 OF |
| | CITY OF WPB DEVELOPMENT APPLICATION). |
| | 2. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 3. FOR FORMAL ENGINEERING SUBMITTAL, 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-8 FOR |
| | WATER AND PER FAC 64-E.008 FOR SEWER. |
| | 4. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER PIPES ALONG ENTIRE PROJECT FRONTAGE. |
| | (RESPONSE LETTER INDICATES IT HAS BEEN PROVIDED, UNABLE |
| | TO LOCATE.) |
| | 5. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 6. COORDINATE WITH MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPERVISOR WITH CITY OF WPB PUBLIC UTILITIES, REGARDING |
| | PLACEMENT OF BACKFLOW DEVICES AND WATER METERS. CONTACT |
| | HIM AT 561-494-2262 OR [email protected] |
| | 7. FOR FORMAL ENGINEERING SUBMITTAL , PLANS SHALL SHOW |
| | PROPOSED LOCATIONS AND DIMENSIONS OF ALL WATER, |
| | STORMWATER, 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. |
| | 8. FOR FORMAL ENGINEERING SUBMITTAL, CUT AND CAP |
| | UTILITIES NOT IN USE, AND REMOVE ANY ABANDONED UTILITY |
| | LINES LARGER THAN 2 INCHES FROM CITY RIGHT OF WAY. |
| | 9. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE DEDICATED |
| | UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO |
| | PROPOSED UTILITY WATER METERS. ADJUST PROPOSED EASEMENT |
| | TO EXCLUDE BACKFLOW (BF MUST BE ON PRIVATE PROPERTY |
| | OUTSIDE OF EASEMENT). |
| | 10. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 11. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT |
| | DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW |
| | PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL |
| | BACKFLOWS. |
| | 12. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND |
| | NPDES NOI REQUIREMENTS WILL BE ENFORCED. |
| | - AN NOI IS REQUIRED FOR PROJECTS THAT: |
| | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS |
| | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF |
| | DEVELOPMENT OR SALE; AND |
| | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE |
| | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A |
| | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). |
| | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF |
| | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION |
| | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL |
| | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT |
| | OF THE 10-2 CERTIFICATION. IF THE ENGINEERING PLANS DO |
| | NOT INCLUDE AN EROSION CONTROL PLAN, THEN THE |
| | CONTRACTOR SHOULD SUBMIT ONE PRIOR TO RECEIVING THE |
| | ENGINEERING PERMIT. |
| | 13. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF PROPOSED AND EXISTING WATER AND SEWER WITHIN RIGHT |
| | OF WAY AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 14. 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. |
| | 15. FOR FORMAL ENGINEERING SUBMITTAL CLEARLY SHOW ROAD |
| | RIGHT OF WAY. |
| | 16. FOR FORMAL ENGINEERING SUBMITTAL PROVIDE SANITARY |
| | ELEVATIONS AT MANHOLE TIE-IN. |
| | 17. FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS. |
| | 18. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES |
| | ARE BEING REPLACED IN ROW, SHOW ADJACENT PARCEL |
| | ADDRESSES. |
| | 19. FOR FORMAL ENGINEERING SUBMITTAL, WHEN TRENCHING IN |
| | IN CITY MAINTAINED ROADWAY AREAS ADD NOTE TO PROVIDE 50 |
| | FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF |
| | PROPOSED TRENCH PER CURRENT CITY OF WPB STANDARD DETAIL |
| | GC-8. |
| | 20. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (Z-XXXXXXXX). |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR |
| | [email protected]: |
| | |
| | PLEASE SHOW ALL EXISTING WATER SERVICES, METERS, AND |
| | BACKFLOW ASSEMBLIES ON THE WATER PLAN AND LABEL WHAT IS |
| | HAPPENING TO THEM. |
| | RESPONSE: EXISTING SERVICES ARE SHOWN ON SHEET C4. NOTE |
| | ON PLANS REQUIRES ANY UNUSED SERVICES TO BE ABANDONED |
| | AND CAPPED AT THE MAIN. |
| | FOLLOWUP: FOR FORMAL ENGINEERING SUBMITTAL, |
| | SPECIFICALLY CALLOUT AND LABEL EXISTING WATER SERVICE |
| | THAT WILL BE ABANONDED AND CAPPED ON WATER PLAN. ALSO |
| | SHOW AND LABEL EXISTING WATER SERVICES AND SEWER |
| | LATERALS FOR THE PROPERTIES ON WEST SIDE OF FLAGLER |
| | DRIVE. |
| | |
| | THERE APPEARS TO BE A TREE CONFLICT WITH UTILITY POLE |
| | NEAR SOUTHWEST CORNER OF PROPERTY. |
| | RESPONSE: THE OVERHEAD LINES ARE PROPOSED TO BE PLACED |
| | UNDERGROUND ON THE SUBJECT SITE. |
| | FOLLOWUP: SHOW AND LABEL ANY PROPOSED PAD TRANSFORMERS |
| | ON PLANS. |
| | |
| | |
| | NEW COMMENTS: |
| | |
| | -IS A DO NOT ENTER SIGN NEEDED FOR THE NORTH DRIVEWAY? |
| | |
| | -SOME TREES ARE IN SIGHT TRIANGLES. IS THAT ALRIGHT? |
| | |
| | -THERE IS RECTANGULAR OBJECT ABOUT 18 FEET SOUTH OF |
| | CLEANOUTS ON CIVIL PLANS, BUT NOT ON OTHER PLANS. |
| | PLEASE LABEL WHAT IT IS AND UPDATE OTHER PLANS IF |
| | NEEDED. |
| | |
| | -WILL DOCK NEED FIRE PROTECTION? |
| | |
| | -DOES WATER DEMAND CALCULATION INCLUDE IRRIGATION AND |
| | DOCK USE? DOES SEWER DEMAND INCLUDE THE DOCK USE? |
| | |
| | -WATER PIPE TO DOCK NEEDS TO COMPLY WITH ANY PLUMBING |
| | BACKFLOW PROTECTION REQUIREMENTS. |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: ADD INVERT ELEVATION |
| | INFO FOR NORTH SEWER MANHOLE IN FLAGLER DR., ADD FIRE |
| | FLOW CALCULATIONS TO WATER PLAN, CALLOUT CROSSING |
| | ELEVATION INFO FOR ANY UTILITIES IN CLOSE PROXIMITY TO |
| | PROPOSED SEWER LATERAL. |
| | |
| | -WILL THERE BE ANY EXFILTRATION TRENCHES ON SITE? IF |
| | SO, LABEL ON CIVIL PLAN OR SHOW ON LEGEND. |
| | |
| | -WILL FDC HEIGHT BLOCK VISIBILITY OF STOP SIGN? |
| | |
| | -ON WATER PLAN, SHOW EXISTING GATE VALVE IN SIDEWALK |
| | FOR EXISTING 4 INCH DIP WM. |
| | |
| | -LABEL DCDA ON WATER PLAN. |
| | |
| | -IN CASE ROOM WITH DCDA FLOODS, WILL THERE BE A DRAIN |
| | PIPE? |
| | |
| | -ADD ABOVE GROUND TO LABEL OF 6 INCH METER. |
| | |
| | -SHOW AND LABEL GATE VALVE FOR FIRELINE NEAR WATER |
| | MAIN. ADD POINT OF SERVICE WORDING TO LABEL. |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: CALLOUT CONNECTIONS |
| | TO WATER MAINS AS TAPS OR CUT-IN TEES, LABEL ANY SAMPLE |
| | POINTS ON WATER PLAN. |
| | |
| | |
| | |
| | NOTE THAT THERE MAY BE PENDING COMMENTS FROM MICHAEL |
| | TECHNOW, PROJECT ENGINEER, WPB PUBLIC UTILITIES, |
| | 561-494-1047, [email protected] |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| |
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