| Date |
Text |
| 2019-12-05 12:18:33 | 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 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. |
| | |
| | PROVIDE UTILITY EASEMENTS TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITIES INCLUDING WATER METERS. |
| | |
| | PLEASE PROVIDE CCTV OF UPSTREAM SANITARY LINES TO |
| | NORTH, SOUTH AND WEST. |
| | |
| | MANHOLE ON ROSEMARY AVE. WILL REQUIRE REHAB. |
| | |
| | PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | |
| | PROVIDE ENLARGED DETAIL ON PLANS OF PROPOSED LOCATION |
| | OF WATER METER AND BACKFLOW PREVENTION. |
| | |
| | FOR FORMAL ENGINEERING SUBMITTAL, SHOW ALL ADJACENT |
| | ADDRESSES AND SANITARY LATERALS TO BE AFFECTED BY NEW |
| | SERVICE BEING INSTALLED ALONG 2ND ST. |
| | |
| | THE FOLLOWING COMMENTS ARE PER MARK HURLEY, PUBLIC |
| | UTILITIES CUSTOMER SERVICE SUPERVISOR, 561-822-2262 |
| | [email protected] |
| | |
| | -EXISTING WATER SERVICES NOT SHOWN ? SHOULD BE SHOWN |
| | AND LABELED ON PLAN ALONG WITH WHAT HAPPENING TO THEM. |
| | |
| | -NEW WATER SERVICES ON 2ND ST ARE CROSSING OTHER |
| | UTILITIES. EACH CROSSING SHOULD BE LABELED WITH HOW |
| | CONFLICT IS RESOLVED. |
| | |
| | -DOMESTIC METER SHOULD BE INSTALLED ABOVE-GROUND AND |
| | LABELED AS SUCH ON PLAN. WOULD NEED U.E. AROUND IT. |
| | LOCATION AREA LOOKS THIN -> NOT SURE IF WOULD HAVE |
| | ENOUGH ROOM FOR IT -> NO PART OF IT INCLUDING BYPASS |
| | BOXES/LIDS SHOULD BE IN A SIDEWALK. ASSOCIATED BACKFLOW |
| | ASSEMBLY CANNOT BE INSTALLED ACROSS DRIVEWAY AND INSIDE |
| | BUILDING -> NEEDS TO BE IMMEDIATELY |
| | ADJACENT AFTER THE METERED WATER SERVICE ON PRIVATE |
| | PROPERTY AND NOT IN ANY ROW OR UE. CUSTOMER SHOULD |
| | CONSIDER PARALLEL BACKFLOW ASSEMBLIES TO MINIMIZE WATER |
| | OUTAGES DURING BACKFLOW MAINTENANCE. |
| | |
| | -DRIVEWAY ENTRANCE LOOKS LIKE WILL CAUSE ACCIDENTS OR |
| | TRAFFIC CONFUSION. IT?S ONE WAY STREET GOING EAST, BUT |
| | DRIVERS TURNING INTO DRIVEWAY MUST CROSS OUTGOING |
| | DRIVERS IN CONFLICT. COULD SOMETHING BE DONE TO |
| | MINIMIZE THAT CONFLICT? |
| | |
| | -FIRE DCDA SHOULD NOT BE LOCATED IN BUILDING UNLESS |
| | FIRE DEPT. REQUIRES IT INSIDE BUILDING. IF REQUIRED TO |
| | BE INSIDE BUILDING, PROPERTY OWNER WOULD HAVE TO SUBMIT |
| | BACKFLOW COVENANT. |
| | |
| | -PROPOSED SS ON 2ND ST. LOOKS LIKE CLOSER THAN 10? FROM |
| | EXISTING WATER MAIN -> UNDERSTAND THIS SHOULD BE AT |
| | LEAST 10? DISTANCE. CROSSINGS WITH EXISTING WATER MAINS |
| | AND WATER SERVICES ARE NOT SHOWN AND LABELED WITH HOW |
| | RESOLVED. |
| | |
| | -EXISTING WATER SERVICES FEEDING SOUTH SIDE OF 2ND ST |
| | FROM THE 6? WATER MAIN ARE NOT SHOWN AND LABELED. SHOW |
| | ALL OTHERS IN PROJECT AREA AS WELL. |
| | |
| | -PLEASE SHOW AND LABEL EXISTING FIRE HYDRANTS. |
| | |
| | -E-W ALLEY LOOKS LIKE CITY ROW -> NOT SURE IF CUSTOMER |
| | GOT APPROVAL TO ELIMINATE ALLEY. |
| | |
| | -SAW HISTORIC PICTURE OF LARGE TREE IN VICINITY OF NEW |
| | WATER SERVICES. IF TREE STILL THERE, TREE SHOULD BE |
| | RELOCATED OR WATER SERVICES POSITIONED FAR AWAY FROM |
| | IT. |
| | |
| | -OUR GIS SHOWS 30? EXISTING WATER MAIN REDUCING DOWN TO |
| | 24? NEAR SAPODILLA. IF THAT IS CORRECT SHOULD BE SHOWN |
| | ON PLAN. |
| | |
| | -PLAN IS MISSING THE WATER DEMAND CALCULATIONS CHART. |
| | |
| | -PLAN SHOULD HAVE SEPARATE ENLARGED PLAN SECTIONS JUST |
| | FOR THE NEW LARGE METERED WATER SERVICES SHOWING DETAIL |
| | OF HOW CONSTRUCTED. |
| | |
| | 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 |
| | |
| | |
| |
Print |
