| Date |
Text |
| 2019-12-05 12:12:14 | 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-6 FOR SEWER AND PER FAC 64-E.008 FOR WATER. |
| | |
| | PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND STORM |
| | DRAINAGE LINES ALONG ENTIRE PROJECT FRONTAGE. |
| | |
| | PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY OF |
| | WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC RIGHT |
| | OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF YOUR |
| | PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE |
| | MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL |
| | IN THE WPB ENGINEERING SERVICES DEPARTMENT AT |
| | [email protected] OR 561-494-1079 FOR FURTHER |
| | ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION |
| | ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD |
| | SURVEY, POT-HOLING, SOFT DIGS ETC. |
| | |
| | AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH |
| | CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED, |
| | STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR |
| | MORE INFORMATION, REFER TO THE LINK BELOW: |
| | HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI |
| | CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | |
| | 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. |
| | |
| | PLEASE LABEL CENTREPARK DR. E. |
| | |
| | CITY GIS SHOWS CONTINUOUS 12 IN. DIP WATER MAIN ALONG |
| | CENTREPARK DR. E. PLANS SHOW EXISTING 8 IN. STUB OUT, |
| | BUT OUR FILES DO NOT REFLECT AN 8 IN. STUB OUT. PLEASE |
| | CLARIFY PROPOSED WATER CONNECTION. |
| | |
| | PROPOSED CURB WILL ENCROACH ON EXISTING SANITARY |
| | MANHOLE. AS SUCH, POINT OF SERVICE WILL BE EXISTING |
| | MANHOLE IN CENTREPARK DR. CONSIDER RUNNING PROPOSED |
| | SANITARY SERVICE TO EXISTING MANHOLE INSTEAD OF |
| | PROPOSED NEW MANHOLE. |
| | |
| | PLEASE CLEARLY SHOW CITY RIGHTS OF WAY. |
| | |
| | PROVIDE PROFILE AND CLEARANCES AT ALL UTILITY |
| | CROSSINGS. |
| | |
| | SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29). |
| | |
| | CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | RIGHT OF WAY. |
| | |
| | PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | |
| | PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | |
| | ADJUST PROPOSED METER PLACEMENT TO BE WITHIN EASEMENT; |
| | BACKFLOWS TO BE ON PRIVATE PROPERTY OUTSIDE OF |
| | EASEMENT. |
| | |
| | PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | |
| | PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION |
| | OF WATER METER AND BACKFLOW PREVENTION. |
| | |
| | PLEASE LABEL ALL POINTS OF SERVICE. |
| | |
| | THE FOLLOWING COMMENTS ARE PER MARK HURLEY, PUBLIC |
| | UTILITIES CUSTOMER SERVICE SUPERVISOR, 561-822-2262 OR |
| | [email protected] |
| | |
| | -LOOKS LIKE WATER SERVICE PIPING LOCATED ON AND RUNNING |
| | THROUGH OTHER PRIVATE PROPERTY. COULD BE LEGALLY |
| | PROBLEMATIC IF OTHER PROPERTY OWNER DOES NOT WANT IT |
| | THERE. RECOMMEND NOT DOING THAT. |
| | |
| | -LOOKS LIKE CUSTOMER PROPOSED PAVER BRICK COMING INTO |
| | ROW -> NOT SURE IF CUSTOMER ALLOWED TO BUILD INTO ROW. |
| | |
| | -LOOKS LIKE CUSTOMER PROPOSED PAVER BRICK BEING BUILT |
| | WITHIN EXISTING 10? UE ALONG EDGES OF PROPERTY. WOULD |
| | CREATE USABILITY CONFLICT WITH UE. SOLUTION COULD BE TO |
| | RELOCATE BRICKWORK BACK AND KEEP AREA GRASSED. |
| | |
| | -CUSTOMER SHOULD CONSIDER INSTALLING PARALLEL DOMESTIC |
| | BACKFLOW ASSEMBLIES ON THE DOMESTIC LINE TO MINIMIZE |
| | WATER OUTAGE DURING BACKFLOW MAINTENANCE. |
| | |
| | -THERE ARE SOME EXISTING TREES IN AREA. TREES SHOULD |
| | NOT BE LOCATED WITHIN 5? OF WATER SERVICE PIPING. |
| | |
| | -IF DOMESTIC METER IS 3? OR GREATER, SHOULD BE |
| | INSTALLED ABOVE-GROUND. |
| | |
| | -ALL OF WATER METER NEEDS TO BE IN ROW OR UE. |
| | |
| | -EXISTING WATER UTILITIES NOT SHOWN CLEARLY. SHOULD |
| | HAVE SEPARATE UTILITY PLAN SHEET HIGHLIGHTING EXISTING |
| | UTILITIES, AND AN ENLARGED/ZOOMED-IN AREA PLAN OF THE |
| | WATER SERVICES IN DETAIL. |
| | |
| | -CANNOT FIGURE OUT WHERE THE RETAIL IS LOCATED -> |
| | SHOULD LABEL ON PLAN. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | RICK ROSSANO, PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 (MAILING ADDRESS: P.O. BOX |
| | 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1098 FAX: |
| | (561) 494-1116 MOBILE: (561) 246-9525 |
| | EMAIL: [email protected] WWW.WPB.ORG/ENGINEERING |
| | |
| | MANNY GONZALEZ, SENIOR ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 (MAILING ADDRESS: P.O. BOX |
| | 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 MOBILE: (561) 644-7301 EMAIL: |
| | [email protected] WWW.WPB.ORG/ENGINEERING |
| | |
| | |
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