| Date |
Text |
| 2022-04-01 13:28:46 | Z21120020, 0015 - RESUB 3.24.22 |
| | |
| | COMMENTS FROM RICK ROSSANO, SR. 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. 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. |
| | 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] |
| | 1. 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. PROVIDE PROFILE |
| | AND CLEARANCES AT ALL UTILITY CROSSINGS. |
| | 7. PLEASE CLOUD/HIGHLIGHT PLAN REVISIONS OR CHANGES IN |
| | SCOPE FOR RESUBMITTAL OF DRAWINGS. |
| | 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. |
| | 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 |
| | INFRASTRUCTURE IS PROPOSED IN ROW PLEASE SHOW ADJACENT |
| | SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES OF |
| | ADJACENT PARCELS. |
| | 18. FOR FORMAL ENGINEERING SUBMITTAL, IF WATER |
| | INFRASTRUCTURE IS 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]: |
| | |
| | -RESPONSE LETTER DOES NOT CONTAIN REVIEW COMMENTS FROM |
| | FIRST SUBMISSION. PLEASE RESUBMIT RESPONSE LETTER WITH |
| | ALL COMMENTS AND RESPONSES. |
| | |
| | -ON CIVIL PLANS, PLEASE ALSO INCLUDE THE NUMBERED |
| | STREET NAME WITH TAFT AVENUE. MAPS I AM ACCESSING DO |
| | NOT REFER TO IT AS TAFT. |
| | |
| | -ARE VEHICLES TRAVELING WEST ON 19TH ST ALLOWED TO MAKE |
| | U TURN AFTER MEDIAN INTO THE DRIVEWAY. IF SO, WILL |
| | LARGER VEHICLES BE ABLE TO MAKE THAT MANEUVER? |
| | |
| | -SHOW AND LABEL LOCATION OF PROPOSED IRRIGATION METERED |
| | WATER SERVICE. ALSO SHOW AND LABEL RP BACKFLOW ASSEMBLY |
| | FOR IT. |
| | |
| | -WATER PLAN AND SITE PLAN HAVE RECTANGULAR OBJECT |
| | BETWEEN THE PROPOSED WATER SERVICES. VERIFY IF THAT IS |
| | CORRECT. |
| | |
| | -CIVIL PLANS DO NOT IDENTIFY THE DRIVEWAY APPROACH |
| | CONVERSION TO PARKWAY AND CURB NEAR THE WATER SERVICES. |
| | |
| | -PROPOSED WATER METER IS ENCROACHING IN SIDEWALK. |
| | |
| | -ADD WORDING ABOVE-GROUND TO LABEL OF 4 INCH METER. |
| | |
| | -ADD STANDARD DETAIL FOR LARGE ABOVE GROUND WATER METER |
| | AND FIRELINE BACKFLOW ASSEMBLY. |
| | |
| | -FOOTPRINT OF 4 INCH METER AND PIPING MAY BE LARGER |
| | THAN SHOWN ON WATER PLAN. |
| | |
| | -PARALLEL BACKFLOW ASSEMBLIES ARE RECOMMENDED ON |
| | DOMESTIC WATER SERVICE TO MINIMIZE WATER OUTAGES DURING |
| | BACKFLOW MAINTENANCE. |
| | |
| | -DOMESTIC BACKFLOW ASSEMBLY SHOULD NOT BE INSIDE |
| | PROPOSED UTILITY EASEMENT. |
| | |
| | -LANDSCAPE PLAN DOES NOT SHOW UTILITIES. PLEASE ENSURE |
| | NO CONFLICTS BETWEEN UTILITIES AND PROPOSED TREES. ADD |
| | CLEARANCE DISTANCE AND ROOT BARRIERS AS NEEDED. |
| | |
| | -ADD DEMO PLAN IF THERE WILL BE DEMOLITION. |
| | |
| |
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