| 2022-12-28 19:12:08 | E22100001 - HOTEL BIBA, 320 BELVEDERE RD FIRST REVIEW |
| | 9.30.22 |
| | |
| | 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. 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. |
| | 3. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 4. 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] |
| | 5. PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND |
| | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND |
| | SEWER LINES AND CLEANOUTS, GREASE TRAPS, ETC. INCLUDING |
| | STUBS TO EACH PROPERTY LINE FOR WATER AND SANITARY |
| | SEWERS, THE MAKE AND MODEL OF ALL VALVES, POTABLE AND |
| | IRRIGATION METERS, BACKFLOWS, FIRE HYDRANTS AND FDCS, |
| | AND OTHER 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. GATE |
| | VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR SIDEWALK. |
| | 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. PLEASE |
| | SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT |
| | MATERIAL. ADDITIONALLY, PLAN VIEW SHALL SHOW ALL |
| | EXISTING AND PROPOSED UNDERGROUND UTILITY LAYOUT, |
| | INCLUDING FIBER OPTIC, ELECTRIC, GAS, AND CABLEVISION & |
| | TELECOMMUNICATION FACILITIES INCLUDING PIPES SIZES AND |
| | MATERIALS, LOCATED ON THE RIGHT-OF-WAY. |
| | 6. LABEL LENGTH OF PROPOSED WATER SERVICE IN BELVEDERE |
| | RD. ROW. |
| | 7. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 8. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 9. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND |
| | EXISTING METER AND BACKFLOW (ANY TO BE REMOVED?). |
| | BACKFLOWS SHALL BE INSTALLED ON PRIVATE PROPERTY |
| | OUTSIDE OF EASEMENTS AND RIGHTS OF WAY. DOMESTIC WATER |
| | METERS SHALL BE INSTALLED IMMEDIATELY ADJACENT TO |
| | PROPERTY LINE. 3 INCH AND LARGER WATER METERS SHALL BE |
| | INSTALLED ABOVE-GROUND ONLY. |
| | 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA AS APPLICABLE. |
| | SPECIFY LEAD FREE DESIGN ON ALL BACKFLOWS. |
| | 11. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 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; |
| | - 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. |
| | 13. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER |
| | AND STORM LINES AT ALL UTILITY CROSSINGS WITHIN ROW PER |
| | CITY OF WEST PALM BEACH STANDARD DETAIL GN-2 SERIES. |
| | PLEASE SHOW ALL EXISTING AND PROPOSED UNDERGROUND |
| | UTILITY LAYOUT, INCLUDING FIBER OPTIC, ELECTRIC, GAS, |
| | AND CABLEVISION & TELECOMMUNICATION FACILITIES WITH |
| | PIPE MATERIAL AND SIZE, LOCATED ON THE RIGHT-OF-WAY. |
| | 14. 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. PLEASE CLEARLY LABEL RIGHT OF WAY OF BELVEDERE RD. |
| | 16. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 17. PLEASE RESPOND TO ALL COMMENTS IN WRITING AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (E-XXXXXXXX). |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | |
| | -ADD WATER AND SEWER DEMAND CALCULATIONS TO C3.00 |
| | |
| | -CALLOUT PROPOSED METER SIZE. |
| | |
| | -WHICH BUILDINGS AND USES (IRRIGATION, DOMESTIC, |
| | ETC???) WILL PROPOSED 2 INCH WATER SERVICE FEED? |
| | |
| | -ADD SIZE OF BACKFLOW ASSEMBLY TO LABEL. |
| | |
| | -CALLOUT WATER SERVICE PIPE MATERIAL TYPE. |
| | |
| | -ADD VISUAL SCALE MEASUREMENT ICON. |
| | |
| | -SOME CALLOUTS ARE GOING OFF SHEET AND UNREADABLE. |
| | |
| | -CLEARLY SHOW AND LABEL ENTIRE PROPERTY LINE. |
| | |
| | -ADD COPY OF SURVEY IN RESUBMITTAL PACKAGE. |
| | |
| | -CLEARLY LABEL ALL SEWER LATERALS WITH PIPE SIZE AND |
| | MATERIAL TYPE. |
| | |
| | -CLEARLY LABEL ALL EXISTING WATER SERVICES WITH PIPE |
| | SIZE AND MATERIAL TYPE. |
| | |
| | -PROVIDE PROFILE OF PROPOSED WATER SERVICE FROM TAP TO |
| | POINT OF SERVICE. |
| | |
| | -ADJUST BACKFLOW ASSEMBLY LOCATION SO IT IS ON PRIVATE |
| | PROPERTY AND NOT IN RIGHT OF WAY. |
| | |
| | -OTHER PLANS SHOW WALLS OR FENCES NEAR BACKFLOW |
| | ASSEMBLY. SHOW AND LABEL THEM ON ENGINEERING PLANS IF |
| | ANY WILL BE THERE. |
| | |
| | -SEE IF CAN ADJUST METER BOX LOCATION SOUTH SUCH THAT |
| | IT IS OUT OF PEDESTRIAN TRAFFIC ADJACENT PROPERTY LINE, |
| | BUT STILL ACCESSIBLE FROM RIGHT OF WAY OUTSIDE OF ANY |
| | WALLS OR FENCES. SMALL UTILITY EASEMENT MAY BE NEEDED |
| | TO FACILITATE THIS. |
| | |
| | -LABEL WHAT IS HAPPENING TO THE EXISTING METERED WATER |
| | SERVICES. IF ANY WILL NOT BE USED, SHOULD BE CUT BACK |
| | TO THE MAIN AND CAPPED. |
| | |
| | -LABEL WHAT IS HAPPENING TO THE EXISTING SEWER |
| | LATERALS. |
| | |
| | -ADD DATUM STATEMENT AND CONVERSION EQUATION. |
| | |
| | -ADD NOTE FOR CONTRACTOR TO REPLACE STRIPING. |
| | |
| | -SHOW AND LABEL ANY EXISTING UTILITY EASEMENTS ON THE |
| | PROPERTY. |
| | |
| | -VERIFY BUILDINGS WILL NOT HAVE FIRE SPRINKLERS. |
| | |
| | -PLAN P1.00 SHOWS SEWER LATERAL IN RIGHT OF WAY AND |
| | ALSO A GREASE INTERCEPTOR. P1.00 WAS PROBLEMATIC AS |
| | SHOWING SEWER LATERAL RUNNING ALONG SIDEWALK. PLEASE |
| | COMPARE BOTH PLANS, SHOW GREASE INTERCEPTOR ON |
| | ENGINEERING PLAN IF THERE WILL BE ONE, AND ENSURE |
| | PLUMBING WILL WORK WITH PROPOSED ENGINEERING DESIGN. |
| | |
| | -CLEARLY SHOW AND LABEL ALL EXISTING AND PROPOSED SEWER |
| | LATERAL CLEANOUTS WITH RIM AND INVERT ELEVATIONS. |
| | |
| | -VERIFY IF HEALTH PERMIT IS REQUIRED. |
| | |
| | -IF SAMPLE POINT IS NEEDED OR REQUIRED, SHOW AND LABEL |
| | ON PLAN. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. ON SHEET T.100, CONFLICTING INFORMATION ON NUMBER OF |
| | ROOMS BEING TRANSFORMED. GUEST ROOMS SECTION INDICATES |
| | REDUCTION OF 22 GUEST ROOMS TO 14 GUEST ROOMS IN |
| | BUILDING B. PROJECT DESCRIPTION SECTION INDICATES 20 |
| | ROOMS TO BE REDUCED TO 15 GUEST ROOMS IN BUILDING B. |
| | 2. RESTORE STRIPING IN MILL AND RESURFACING LIMITS. |
| | 3. SHOW BELVEDERE ROAD MEDIAN AND ADJUST MILL AND |
| | RESURFACING HATCHING. DAMAGED LANDSCAPING AND |
| | IRRIGATION TO BE REPLACED IN KIND OR BETTER. |
| | 4. PROVIDE VERTICAL CLEARANCES BETWEEN PROPOSED WATER |
| | SERVICE AND EXISTING SANITARY SEWER, EXISTING FORCE |
| | MAIN AND EXISTING STORM PIPE. |
| | 5. CALLOUT SIDEWALK AND CURB REPLACEMENT FOR THE WATER |
| | SERVICE INSTALLATION. |
| | 6. MILL AND RESURFACING LIMITS SHOULD BE COORDINATED |
| | WITH THE CITY???S CONSTRUCTION COORDINATOR. |
| | 7. ALL DRAINAGE STRUCTURES THAT POTENTIALLY RECEIVE |
| | SURFACE RUNOFF FROM THE CONSTRUCTION AREA SHALL BE |
| | PROTECTED FROM RECEIVING CONSTRUCTION SEDIMENT INTO THE |
| | STRUCTURE. |
| | |
| | COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | |
| | -PROVIDE A PROFILE OR CALL OUT VERTICAL CLEARANCE |
| | BETWEEN EXISTING UTILITIES AND PROPOSED WATER SERVICE. |
| | -PROVIDE LEVEL OF SERVICE CALCULATIONS ON PLAN SHEET |
| | PER SUBMITTAL GUIDELINES. |
| | |
| | |
