| Date |
Text |
| 2021-10-14 07:36:19 | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING 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] |
| | 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. |
| | 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). |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | FOLLOWUP COMMENTS: |
| | |
| | -RESPONSES DO NOT SEEM TO MATCH CIVIL PLANS. NOT SURE |
| | IF OLD PLAN WAS SUBMITTED OR RESPONSES ARE INACCURATE. |
| | PLEASE UPDATE BOTH AS NEEDED AND RESUBMIT. WILL LIST |
| | THE PROBLEMATIC ONES BELOW: |
| | |
| | WATER SERVICE STANDARD DETAILS ON CIVIL PLANS ARE OLD |
| | REVISION. PLEASE USE NEWEST REVISION. |
| | RESPONSE: NEWEST DETAILS HAVE BEEN INCORPORATED INTO |
| | THIS RESUBMITTAL. |
| | |
| | WATER METERS OF SIZE THREE INCHES OR LARGER NEED TO BE |
| | INSTALLED ABOVE-GROUND REFERENCING THE ABOVE-GROUND |
| | METER STANDARD DETAIL. |
| | RESPONSE: NOTED. PROJECT WILL USE A THREE-INCH DOMESTIC |
| | METER. |
| | |
| | ADJUST METER MAINTENANCE BYPASS SO IT IS ON THE SOUTH |
| | SIDE OF THE METER INSTEAD OF THE NORTH SIDE. |
| | RESPONSE: METER BYPASS ORIENTATION HAS BEEN ADJUSTED |
| | ACCORDINGLY. |
| | |
| | FOR A THREE-INCH METER THE WATER SERVICE SHOULD BE |
| | FOUR-INCH DIP. IF NEED SIX-INCH DIP WATER SERVICE, THEN |
| | ADJUST METER TO SIX-INCH SIZE. |
| | RESPONSE: WE ARE ASSUMING A 4? DOMESTIC WATER SERVICE |
| | LINE WHICH WILL USE A 3? METER. |
| | |
| | RELOCATE METER ASSEMBLY FOUR FEET EAST. |
| | RESPONSE: METER ASSEMBLY HAS BEEN RELOCATED. REFER TO |
| | SHEET C 4.1. |
| | |
| | SHOW AND LABEL PROPOSED CLEANOUTS ON THE SEWER PLAN. |
| | RESPONSE: CLEANOUTS ARE SHOWN ON THE SEWER PLAN. |
| | |
| | SHOW AND LABEL TAPPING VALVES AT WATER MAIN FOR FIRE |
| | AND WATER SERVICES. |
| | RESPONSE: TAPPING VALVES ADDED FOR THE FIRE AND |
| | DOMESTIC WATER SERVICES. |
| | |
| | CONSIDER DUAL/PARALLEL DOMESTIC BACKFLOW ASSEMBLIES TO |
| | MINIMIZE WATER OUTAGE DURING BACKFLOW MAINTENANCE. |
| | RESPONSE: NOTED. PARALLEL DOMESTIC BACKFLOWS WILL BE |
| | SPECIFIED. |
| | |
| | CIVIL PLANS DO NOT SHOW 301 CLEMATIS ST. PLEASE ADD |
| | SEPARATE SHEET SHOWING WATER AND SEWER UTILITY FOR THAT |
| | PROPERTY AND ADD WATER DEMAND CALCULATIONS. ALSO SHOW |
| | WATER AND SEWER SERVICES. |
| | RESPONSE: NO SITE CIVIL WORK IS BEING DONE FOR 301 |
| | CLEMATIS. ADDING THIS TO THE PLAN SHEET WILL REQUIRE |
| | REDUCING THE DRAWING SCALE SIGNIFICANTLY. WE HAVE |
| | ELECTED TO SHOW THE 301 CLEMATIS PROPERTY ON A SEPARATE |
| | SHEET. |
| | |
| | CIVIL PLANS DO NOT SHOW PAVEMENT RESTORATION FOR OLIVE |
| | AVE. PLEASE SHOW AND LABEL THOSE BOUNDARIES AND ADD |
| | APPROPRIATE STANDARD DETAIL. |
| | RESPONSE: PAVEMENT RESTORATION ON OLIVE AVENUE HAS BEEN |
| | ADDED TO THE PLANS. |
| | |
| | |
| | NEW COMMENTS: |
| | |
| | -SITE PLAN SHOWS DOOR FROM SOUTHERN BUILDING OPENING |
| | INTO ALLEY ROW. |
| | |
| | -PROPOSED DOMESTIC BACKFLOW ASSEMBLY SHOULD NOT BE IN |
| | UTILITY EASEMENT. |
| | |
| | -IS A GAS LINE RUNNING THROUGH A GREASE TRAP? |
| | |
| | -COMMUNICATION UTILITY CONFLICT WITH PROPOSED MH1. HOW |
| | WILL IT BE RESOLVED? |
| | |
| | -WILL DOOR HIT FDC AT NW CORNER? |
| | |
| | -WILL DOOR HIT DOMESTIC BACKFLOW ASSEMBLY? |
| | |
| | -SHOW AND LABEL PROPOSED METERED IRRIGATION WATER |
| | SERVICE AND BACKFLOW ASSEMBLY. |
| | |
| | -TWO SECTIONS OF 2 FOOT CONCRETE KNEE WALL IS PROPOSED |
| | DIRECTLY ABOVE DOMESTIC WATER SERVICE. THAT IS A |
| | MAINTENANCE CONFLICT FOR THE WATER SERVICE. |
| | |
| | -ADD ABOVE GROUND TO LABEL OF DOMESTIC WATER METER. |
| | REFERENCE THE CORRECT STANDARD DETAIL AND ADD STANDARD |
| | DETAIL TO CIVIL PLAN SET. |
| | |
| | -RECOMMEND DRAIN FOR ROOM WITH DCDA IN CASE IT FLOODS. |
| | |
| | -LABEL GATE VALVE FOR FIRELINE AT WATERMAIN POINT OF |
| | SERVICE. |
| | |
| | -AT FORMAL ENGINEERING SUBMITTAL, ADD FIRE FLOW |
| | CALCULATIONS TO WATER PLAN. |
| | |
| | -THERE ARE AT LEAST THREE ACTIVE METERED WATER SERVICES |
| | AT ALLEY NEAR NORTHWEST CORNER OF 301 CLEMATIS. UPDATE |
| | DEMO AND WATER PLANS TO SHOW MORE CLEARLY WHAT IS |
| | HAPPENING TO THEM. ALSO SHOW THE ASSOCIATED BACKFLOW |
| | ASSEMBLIES. THE NORTHERN METER IS IRRIGATION AND MAY |
| | CONFLICT WITH PROPOSED GREASE TRAPS. THE SOUTHERN TWO |
| | ARE FOR 107 N OLIVE AVE AND 109 N OLIVE. |
| | |
| | -THE CONCRETE UTILITY POLES IN ALLEY NEAR LOADING ZONES |
| | MAY CONFLICT WITH LOADING ZONE TRAFFIC. THEY ARE ALSO |
| | NOT SHOWED ON LANDSCAPE PLAN. PLEASE CLEARLY LABEL |
| | THOSE ON ALL PLAN SETS WITH WHAT IS HAPPENING TO THEM. |
| | THEY SEEM TO HAVE WIRES RUNNING FROM THEM ACROSS THE |
| | ALLEY TO 301 CLEMATIS. |
| | |
| | -DEMO PLAN SAYS WOOD POLES ARE BEING REMOVED IN ALLEY. |
| | VERIFY IF THERE ARE OVERHEAD UTILITIES AND CONDUITS |
| | RUNNING FROM THEM. IF SO, SHOW AND LABEL WHAT IS |
| | HAPPENING TO THE OVERHEAD UTILITIES AND CONDUITS ON THE |
| | CIVIL PLANS. |
| | |
| | |
| | COMMENTS PER MIKE TECHNOW 561-494-1047 OR |
| | [email protected] WITH ANY QUESTIONS OR CONCERNS. |
| | |
| | -PLEASE PROVIDE UTILITY CROSSING PROFILE AND UTILITY |
| | CROSSING INFORMATION. |
| | -THE FLOW APPEARS TO BE ENTERING THE GREASE TRAP? WHERE |
| | IS THIS COMING FROM? |
| | - CALL OUT HORIZONTAL SEPARATION OF EXISTING UTILITIES. |
| | -CALL OUT POINT OF SERVICE FOR 6? DIP PRIVATE WATER |
| | LINE. |
| | -SHOW DRY UTILITIES ON N OLIVE AVE. |
| | -THE CALL OUT SHOULD READ ?TAPPING TEE? ON PROP. 8? |
| | FIRE LINE OFF OF N OLIVE. |
| | -SHOW EXISTING VALVES AND MANHOLES WITHIN MILLING AND |
| | RESURFACING LIMITS. (ON THE SOUTH END OF N OLIVE). |
| | -ADD NOTE CALLING OUT STORM INLET AT SE CORNER. |
| | -NEED A VALVE AFTER THE TAP ON THE PROP. 6? FIRE LINE. |
| | -ADD ADDITIONAL VALVE IN METER ASSEMBLY PER CITY |
| | DETAIL. |
| | |
| |
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