| 2022-11-04 18:00:49 | 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. 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. 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. |
| | 5. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 6. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 7. 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. |
| | 8. 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. |
| | 9. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY. |
| | 10. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 11. 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]: |
| | |
| | -PLEASE ALSO PROVIDE ONE FILE WITH ALL THE ENGINEERING |
| | SHEETS ADDED. |
| | -GENERAL NOTES SHEET HAS A COUPLE LINES THAT SAY K |
| | COPPER IS REQUIRED FOR WATER SERVICES, BUT UTILITIES |
| | PLAN IS SHOWING PROPOSED PE FOR THE SMALL METERED WATER |
| | SERVICES. |
| | -EXTEND PROPOSED UTILITY EASEMENT SO THAT RELOCATED |
| | FIRE HYDRANT IS INSIDE IT. |
| | -PLEASE ADD VISUAL SCALE MEASUREMENT ICON TO C10 DETAIL |
| | A. |
| | -INCLUDE STANDARD DETAILS P8, WS1, AND WS2 ON DETAILS |
| | SHEET. |
| | -ADD VALVE BETWEEN TEE AND HYDRANT. |
| | -VERIFY IF A HEALTH PERMIT IS NEEDED, AND IF SO ADD |
| | NOTES TO PLAN SET. |
| | -ON DETAIL A, ALSO CLEARLY SPECIFY SIZE OF THE RPPAS. |
| | CURRENT LABELS ARE AMBIGUOUS AND FIVE EIGHTHS IS NOT A |
| | TYPICAL SIZE. |
| | -ON DETAIL A RPPA LABELS, ADD REFERENCE TO STANDARD |
| | DETAIL WS6. |
| | -ADD NOTE THAT DUAL CHECK VALVES SHOULD NOT BE USED IN |
| | METER BOX AS THERE ARE BACKFLOW ASSEMBLIES BEING |
| | INSTALLED. |
| | -SHOW AND LABEL ALL FRANCHISE UTILITIES INCLUDING ANY |
| | FIBER OPTIC RUNNING NEAR THE FIBER OPTIC MARKER |
| | SLIGHTLY WEST OF THE PROPOSED WATER METERS. |
| | -CHECK TO SEE IF C10 NOTE 5 IS APPLICABLE. IT MAY |
| | CONFLICT WITH STANDARD DETAIL P8 LOCATION NOTES. |
| | -ADD NOTE IN THE MATERIALS SECTION OF GENERAL NOTES |
| | SHEET TO COMPLY WITH CITY WPB APPROVED MATERIAL LIST. |
| | -LANDSCAPE PLAN SHOWS BUSHES TOO CLOSE TO BACKFLOW |
| | ASSEMBLIES. SHOULD HAVE AT LEAST 18 INCHES HORIZONTAL |
| | SEPARATION DISTANCE. |
| | -IF ANY SAMPLING IS NEEDED OR REQUIRED, SHOW SAMPLE |
| | POINTS ON PLANS AND ADD SAMPLE POINT STANDARD DETAILS |
| | TO PLAN SET. |
| | -ON DETAIL A ADD SPOT ELEVATION NEAR THE METERS AND |
| | BACKFLOWS. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | CONSIDER ADDING A NO LEFT TURN SIGN BELOW THE EAST |
| | FACING STOP SIGN TO THE WEST OF THE DRIVE THRU LANES |
| | AND A NO RIGHT TURN SIGN FOR THE WEST FACING STOP SIGN |
| | IN FRONT OF ROOMS TO GO (TO STOP PEOPLE FROM TURNING |
| | INTO THE INBOUND OKEECHOBEE DRIVEWAY). |
| | |
| | |
| | COPY OF SFWMD ERP MODIFICATION TO BE PROVIDED FOR CITY |
| | FILES. |
| | |
| | NO COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT (561) 494-1098 [email protected] |
| | |
| | |
