| Date |
Text |
| 2021-09-24 08:25:02 | 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. 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] |
| | 4. 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. |
| | 5. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | ENLARGED VIEW ON PLANS OF PROPOSED LOCATION OF WATER |
| | METER AND BACKFLOW PREVENTION. |
| | 6. FOR FORMAL ENGINEERING SUBMITTAL, PLEASE CALLOUT |
| | DOMESTIC BACKFLOW PREVENTER AS RPPA AND FIRE BACKFLOW |
| | PREVENTER AS DCDA. SPECIFY LEAD FREE DESIGN ON ALL |
| | BACKFLOWS. |
| | 7. 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. |
| | 8. FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES |
| | OF PROPOSED AND EXISTING WATER AND SEWER WITHIN RIGHT |
| | OF WAY AND SHOW ANY CROSSINGS/CONFLICTS. |
| | 9. 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. |
| | 10. 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. |
| | 11. 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]: |
| | |
| | -THERE ARE A COUPLE BIKE RACKS PROPOSED OVER PLUMBING |
| | OR DRAIN PIPE. MAY MAKE MAINTENANCE OF PIPE MORE |
| | DIFFICULT. |
| | -WILL THE GYMNASIUM BUILDING GET POTABLE WATER FROM |
| | PLUMBING CONNECTION TO EXISTING BUILDING, OR A NEW |
| | METERED WATER SERVICE? |
| | -FOR FORMAL ENGINEERING SUBMITTAL UPDATE WATER PLANS AS |
| | FOLLOWS: CALLOUT DISTANCE BETWEEN UTILITY POLE AND |
| | SEWER LATERAL NEAR SOUTHWEST CORNER OF PROPERTY, |
| | CALLOUT DISTANCE BETWEEN 4 BY 4 FIRE TEE AND LIGHT |
| | POLE, SHOW FIRE FLOW CALCULATIONS, LABEL PIPING BETWEEN |
| | WATER MAIN AND DCDA AS DIP, ADD GATE VALVE UPSTREAM OF |
| | DCDA BETWEEN SIDEWALK AND PROPERTY LINE AND LABEL AS |
| | POINT OF SERVICE. |
| | |
| | -SEWER LATERALS IN OUR SERVICE AREA ARE TYPICALLY 6 |
| | INCH MINIMUM. PLEASE REVIEW AND UPDATE AS NEEDED AT |
| | FORMAL ENGINEERING SUBMITTAL. |
| | |
| | COMMENTS FROM MICHAEL TECHNOW, PROJECT ENGINEER, WPB |
| | PUBLIC UTILITIES, 561-494-1047, [email protected] : |
| | |
| | -PLEASE SHOW PROFILE AT TAP AND POINT OF SERVICE. |
| | -ADD NOTE THIS IS WITH LS #21 SERVICE BOUNDARY. |
| | -ADD EXISTING DRY UTILITIES. |
| | -CALL OUR DIMENSIONS FOR EASEMENT. |
| | -SHOW DETAIL FOR DCDA (CITY?S) |
| | -SHOW EXISTING VALVES (IF ANY). |
| | -SHOW EXISTING SEWER LATERALS AND WATER SERVICES |
| | CURRENTLY SERVING PROPERTY. IF NOT IN USE, CUT AND CAP |
| | AT THE MAIN. |
| | -CALL OUT TYPICAL UTILITY CROSSING WITH VERTICAL |
| | CLEARANCE. |
| | -MAKE NOTE ON MH ON 21ST ST. ?ADJUST TO FINISHED GRADE |
| | AS REQUIRED? |
| | -PROVIDE CCTV OF NEW SEWER LATERALS. |
| | -WHAT IS THE DASHED LINE (CIRCLE ON 19TH ST)? |
| | -SHOW EXISTING WATER/SEWER SERVICES ON 19TH ST. AND |
| | PROPOSED IMPROVEMENTS. |
| | -FOR THE 18? VCP SWM ADD NOTE TO REHAB AS REQUIRED. |
| | |
| |
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