| Date |
Text |
| 2021-08-05 13:05:06 | COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1098 |
| | [email protected] : |
| | |
| | 1. THE CITY OF WEST PALM BEACH HAS A NUMBER OF |
| | REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY |
| | AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND |
| | WASTEWATER UTILITIES WITHIN THE CITY. TO VIEW |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AND OTHER |
| | ENGINEERING RELATED DOCUMENTS, CLICK HERE OR GO TO: HTT |
| | PS://WWW.WPB.ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FOR |
| | MS-PERMITS-AND-APPLICATIONS . |
| | 2. CODE OF ORDINANCES, CITY OF WEST PALM BEACH, |
| | FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08, ADOPTED |
| | SEPT. 22, 2008. (SUPPLEMENT NO. 18) CHAPTER 90 |
| | UTILITIES, ARTICLE I. SEC. 90-7. |
| | POLICY REGARDING EXTENSION OF WATER OR SEWER SERVICE |
| | FACILITIES OF THE CITY: |
| | THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE |
| | CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY |
| | BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS, |
| | BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION. |
| | 3. 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, CLICK HERE OR GO TO: HTTPS://WWW.WPB. |
| | ORG/GOVERNMENT/ENGINEERING/ENGINEERING-FORMS-PERMITS-AN |
| | D-APPLICATIONS . |
| | 4. 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 561-494-1040 FOR FURTHER |
| | ASSISTANCE. |
| | 5. 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. |
| | 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 LOCATED ON THE |
| | RIGHT-OF-WAY. PROVIDE PROFILE AND CLEARANCES AT ALL |
| | UTILITY CROSSINGS. |
| | 6. CUT AND CAP UTILITIES NOT IN USE, AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | ROW. |
| | 7. PLEASE SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE |
| | DIRECTLY TO ENGINEERING (SHEET 33 OF CITY OF WPB |
| | DEVELOPMENT APPLICATION). |
| | 8. 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. |
| | 9. SHOW VERTICAL DATUM AND DATUM CONVERSION INFORMATION |
| | (NAVD 88 AND NGVD 29). |
| | 10. PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER ALONG ENTIRE PROJECT FRONTAGE. |
| | 11. PLEASE ADD NOTE TO PLANS SPECIFYING CITY?S |
| | DOWNSTREAM LIFT STATION NUMBER. |
| | 12. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 13. PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | 14. PLEASE LABEL WATER LINES AS PRIVATE WHERE |
| | APPLICABLE. |
| | 15. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION. |
| | 16. 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] |
| | 17. PROVIDE DEDICATED UTILITY EASEMENTS TO ALLOW ACCESS |
| | FOR CITY PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -PROPOSED DOMESTIC BACKFLOW ASSEMBLY APPEARS TO |
| | CONFLICT WITH BUSHES/TREES SHOWN ON LANDSCAPING AND |
| | ARCHITECTURAL PLANS. NEED AT LEAST 18? CLEARANCE AROUND |
| | BACKFLOW ASSEMBLY FOR MAINTENANCE. |
| | |
| | -WATER SERVICE STANDARD DETAILS ON CIVIL PLANS ARE OLD |
| | REVISION. PLEASE USE NEWEST REVISION. |
| | |
| | -WATER METERS OF SIZE THREE INCHES OR LARGER NEED TO BE |
| | INSTALLED ABOVE-GROUND REFERENCING THE ABOVE-GROUND |
| | METER STANDARD DETAIL. |
| | |
| | -LANDSCAPING PLAN SHOWS PLANTS WHERE GREASE TRAPS ARE |
| | LOCATED ON CIVIL PLANS. |
| | |
| | -LANDSCAPING PLANS SHOW SOME RECTANGULAR OBJECTS TO THE |
| | EAST OF WATER METER, BUT THEY ARE NOT SHOWN ON THE |
| | OTHER PLANS. SIMILAR OBJECTS ARE NEAR THE NORTHEAST |
| | CORNER. PLEASE MAKE SURE ALL SET OF PLANS SHOW THEM |
| | ACCURATELY. THOSE OBJECTS ALSO LOOK TO CONFLICT WITH |
| | WATER SERVICE PIPE MAINTENANCE. |
| | |
| | -ADJUST METER MAINTENANCE BYPASS SO IT IS ON THE SOUTH |
| | SIDE OF THE METER INSTEAD OF THE NORTH SIDE. |
| | |
| | -FOR A THREE INCH METER THE WATER SERVICE SHOULD BE |
| | FOUR INCH DIP. IF NEED SIX IN DIP WATER SERVICE, THEN |
| | ADJUST METER TO SIX INCH SIZE. |
| | |
| | -RELOCATE METER ASSEMBLY FOUR FEET EAST. |
| | |
| | -ARE THE THREE GREASE TRAPS FOR THE 301 CLEMATIS |
| | BUILDING OR 300 BANYAN. IF THEY ARE FOR 301 CLEMATIS, |
| | WILL EXISTING RESTAURANT, FUTURE KITCHEN, AND FUTURE |
| | FOOD SERVICE BE DIRECTED TO THEM? |
| | |
| | -SHOW AND LABEL PROPOSED CLEANOUTS ON THE SEWER PLAN. |
| | |
| | -CALLOUT DISTANCE BETWEEN DOMESTIC WATER SERVICE PIPE |
| | AND NEARBY MANHOLE ON WATER PLAN. |
| | |
| | -SHOW AND LABEL TAPPING VALVES AT WATER MAIN FOR FIRE |
| | AND WATER SERVICES. |
| | |
| | -CONSIDER DUAL/PARALLEL DOMESTIC BACKFLOW ASSEMBLIES TO |
| | MINIMIZE WATER OUTAGE DURING BACKFLOW MAINTENANCE. |
| | |
| | -ADD WATER DEMAND CALCULATIONS TO WATER PLAN. |
| | |
| | -CANNOT FIND DEMOLITION PLAN. PLEASE ADD THAT SHEET IF |
| | WILL BE DEMOLITION. |
| | |
| | -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. |
| | |
| | -THERE IS A UTILITY BILLING ACCOUNT FOR A FOUR INCH |
| | FIRELINE AT 301 CLEMATIS ST., BUT NOT SEE RECORD OF A |
| | DCDA. MAKE SURE BUILDING DESIGN PLANS LEAVE SPACE/ROOM |
| | FOR A FUTURE DCDA INSTALL. ALSO INDICATE IF THE FIRE |
| | SYSTEM HAS BEEN ALTERED WITHIN THE LAST SEVEN YEARS. |
| | |
| | -PROPOSED CANOPIES AND OTHER BUILDING STRUCTURES FOR |
| | 301 CLEMATIS APPEAR TO ENCROACH INTO THE RIGHT OF WAY |
| | PAST THE PROPERTY LINES. |
| | |
| | -PROPOSED DOOR NEAR NORTHWEST AREA OF 301 CLEMATIS |
| | BUILDING PARTIALLY ENCROACHES INTO ALLEY RIGHT OF WAY. |
| | |
| | -WILL A SEPARATE METERED IRRIGATION WATER SERVICE BE |
| | NEEDED FOR 300 BANYAN? |
| | |
| | -CIVIL PLANS DO NOT SHOW PAVEMENT RESTORATION FOR OLIVE |
| | AVE. PLEASE SHOW AND LABEL THOSE BOUNDARIES AND ADD |
| | APPROPRIATE STANDARD DETAIL. |
| | |
| | -CURRENTLY PEDESTRIAN IN WHEELCHAIR CAN TRAVEL WEST |
| | SIDE OF OLIVE FROM CLEMATIS TO BANYAN ON THE SIDEWALK. |
| | WOULD THEY STILL BE ABLE TO DO THAT UPON PROJECT |
| | COMPLETION? |
| | |
| | -SHOW AND LABEL ALL EXISTING WATER SERVICES. ADD WHAT |
| | IS HAPPENING TO THEM ON THE LABELS. |
| | |
| | -DOOR CONFLICTS WITH FIRELINE BACKFLOW ASSEMBLY. |
| | |
| | -HAVE THE PLANS INCORPORATED ANY CHANGES FROM THE |
| | BANYAN STREETSCAPE PROJECT? |
| | |
| | -WHAT IS THE ELEVATION OF CEILING OF THE TERRACE WHERE |
| | THE FIRELINE WATER SERVICE PIPE IS RUNNING? |
| | |
| | -PROPERTY OWNER WILL BE REQUIRED TO SUBMIT BACKFLOW |
| | COVENANT. |
| | |
| | |
| | COMMENTS PER MIKE TECHNOW 561-494-1047 OR |
| | [email protected] WITH ANY QUESTIONS OR CONCERNS. |
| | |
| | ADDITIONAL COMMENTS TO THE STANDARDS: |
| | -PLEASE SHOW EXISTING VALVES. |
| | -PLEASE SHOW EXISTING DRY UTILITIES. |
| | -SHOW EXISTING UTILITIES ON OLIVE. |
| | -PROVIDE CALCULATIONS FOR SELECTED METER SIZE |
| | -CALL OUT POINT OF SERVICE |
| | -CALL OUT EASEMENTS POINT OF SERVICE CONNECTIONS. |
| | -PROVIDE PROFILE OF EXISTING UTILITIES (WATER, SEWER, |
| | STORM) WITHIN CITY R/W. |
| | -PROVIDE PROFILE FOR POINT OF SERVICE. |
| | -INCLUDE UTILITY CONFLICT/CROSSING INFO INCLUDING SOFT |
| | DIG/TEST HOLE REPORTS |
| | -ADD NOTE ON PLANS THAT THIS IS WITHIN THE LIFT STATION |
| | #40 SERVICE BOUNDARY. |
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