| Date |
Text |
| 2023-02-02 08:04:44 | COMMENTS FROM LINDA M. QUINONES-CINTRON, PROJECT |
| | COORDINATOR, ENGINEERING SERVICES DEPT., 561-494-1085 |
| | [email protected] : |
| | |
| | 1. CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | 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. 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 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 CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 6. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 7. PLEASE PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED |
| | LOCATION OF WATER METER AND BACKFLOW PREVENTION, AND |
| | EXISTING METER AND BACKFLOW (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. |
| | 8. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 9. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 10. 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. |
| | 11. 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. |
| | 12. PLEASE CLEARLY SHOW LABEL RIGHT OF WAY. |
| | 13. ADD NOTE TO PROVIDE 50 FT. PAVEMENT RESTORATION |
| | TRANSITION ON EACH SIDE OF PROPOSED TRENCH PER CITY OF |
| | WPB STANDARD DETAIL GC-4. |
| | 14. LOCATION MAP ON SHEET 1 IS COVERING NOTE TO REMOVE |
| | SOMETHING (REMOVE EXISTING METER)? |
| | 15. PLEASE ADD EROSION CONTROL SHEET TO PLANS. |
| | 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]: |
| | |
| | -STANDARD DETAIL WS1 IS OLD REVISION. UPDATE TO SEP2019 |
| | REVISION. ALSO UPDATE THE OTHER OLD REVISION WPB |
| | STANDARD DETAIL TO THE NEWEST REVISION POSTED ON CITY |
| | WEBSITE. |
| | -PIPE RUNNING BETWEEN METERS AND BACKFLOWS CANNOT BE |
| | POLY. SEE STANDARD DETAIL WS6 NOTE 3 FOR ACCEPTABLE |
| | PIPE MATERIALS. |
| | -LABEL PROPOSED WATER SERVICE LINES WITH PIPE SIZE AND |
| | MATERIAL TYPE. REFER TO STANDARD DETAILS FOR GUIDANCE. |
| | -PLUMBING PIPE RUNNING DOWNSTREAM OF METERS AND GOING |
| | UNDERNEATH SIDEWALK SHOULD BE SLEEVED ACCORDING TO |
| | STANDARD DETAIL WS1. PLEASE SHOW AND LABEL ON SHEET 1. |
| | -HISTORIC PICTURES SHOW TRAFFIC SIGN/POLE NEAR PROPOSED |
| | METER BOX AREA. SHOW AND LABEL TRAFFIC SIGN ON SHEET 1. |
| | METER BOXES NEED BE MINIMUM THREE FEET AWAY FROM POLES |
| | PER WS 1 NOTE 9. |
| | -HISTORIC PICTURES AND GIS SHOW STORMWATER UTILITIES IN |
| | AREA THAT ARE NOT SHOWN ON PLANS. UPDATE PLANS TO SHOW |
| | ALL UTILITIES INCLUDING FRANCHISE UTILITIES. |
| | -ADD RP TO LABEL OF THE 2 INCH AND ?? INCH BACKFLOW |
| | ASSEMBLIES. |
| | -ISOLATION BACKFLOW PREVENTERS MAY BE REQUIRED ON |
| | PLUMBING. CAN CHECK WITH WPB CHIEF PLUMBING INSPECTOR |
| | IF NOT SURE. |
| | -FOR EXISTING METERS CALLED OUT FOR REMOVAL. ADD THAT |
| | CONTRACTOR NEED REMOVE BOX, REMOVE SERVICE LINE, AND |
| | REPLACE SIDEWALK FLAG. |
| | -VERIFY THERE WILL BE NO FIRE SPRINKLERS IN THE |
| | BUILDING AND WATER FROM METERS WILL NOT BE USED FOR |
| | FIRE SPRINKLERS. |
| | -CAPACITY WILL BE LOST FOR METERED WATER SERVICES THAT |
| | ARE REMOVED. |
| | -IS THE LINED AREA AROUND THE BACKFLOW ASSEMBLIES ON |
| | SHEET 1 A WALL? PLEASE LABEL IT. |
| | -ONE OF THE CALLOUTS ON SHEET1 IS NOT READABLE DUE TO |
| | THE LOCATION MAP. |
| | -SHOW AND LABEL ANY EXISTING SEWER LATERALS. |
| | -WATER AND SEWER DEMAND CALCULATIONS ARE NOT SHOWN ON |
| | SHEET WS1. |
| | -CAN REMOVE STANDARD DETAIL WS4 AS THERE ARE NO NEW |
| | WATER METERS GOING IN CONCRETE SIDEWALK AND THE DETAIL |
| | IS OUTDATED. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. THE CITY???S OFFICIAL VERTICAL DATUM IS NGVD1929. |
| | THE CITY HAS ALLOWED PROJECTS TO BE SUBMITTED USING |
| | NAVD1988 AS THE VERTICAL DATUM PROVIDED THE VERTICAL |
| | DATUM IS LISTED ON EVERY SHEET WITH ELEVATION |
| | INFORMATION AND THAT THERE IS A CONVERSION EQUATION |
| | BETWEEN NAVD1988 AND NGVD1929 ON THE SHEET(S). |
| | 2. STRIPING PERMIT WILL BE NEEDED THROUGH THE BUILDING |
| | DEPARTMENT. STRIPING LAYOUT SHOULD BE CONSISTENT ON ALL |
| | SUBMITTED PLANS. |
| | 3. THE HANDICAP PARKING SPACE AND THE SOUTHERN-MOST |
| | PARKING SPACE WILL BE BACKING OUT OVER EXISTING CURB |
| | INLETS AND WILL NEED TO BE RELOCATED/ELIMINATED. |
| | 4. THE HANDICAP SPACE AND ACCESS AISLE IS LIMITED TO 2% |
| | SLOPE IN ALL DIRECTIONS. |
| | 5. REPLACE THE SIDEWALKS ALONG THE BUILDING FRONTAGES |
| | TO BE ADA COMPATIBLE IF CURRENT CROSS SLOPE EXCEEDS 2%. |
| | 6. THE CURB RAMP ON THE NE CORNER OF FLORIDA AVE AND |
| | WESTWOOD ROAD WILL NEED TO BE CONSTRUCTED TO CURRENT |
| | ADA REQUIREMENTS IS THE ASPHALT ADJACENT TO THE RAMP IS |
| | MODIFIED IN ANY WAY. |
| | 7. LABEL THE SURFACE MATERIAL BETWEEN THE AREAS BOUNDED |
| | BY SIDEWALK, STEPS UP TO THE BUILDING AND PARKING |
| | SPACES. |
| | 8. TYPICAL PARKING LOT STRIPING DETAIL ON SHEET 4 SHOWS |
| | THE PARKING SPACE DEPTH TO BE 20 FEET. IT APPEARS THE |
| | LENGTH OF THE STRIPING ON SHEET 2 IS 18 FEET AND THE |
| | WALL AT THE EAST SIDE OF THE PARKING SPACES IS LESS |
| | THAN 20 FEET FROM THE WEST PROPERTY LINE. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | -WATER CONNECTION CANNOT BE A ????? SIZE. IF 3??? |
| | CONNECTION CHOSEN, DIP WILL BE REQUIRED. |
| | -SPECIFY BACKFLOW PREVENTER TYPES |
| | -CLEANOUT NEEDED AT THE PROPERTY LINE. IF PROPOSED |
| | INSIDE PROPERTY, AN EASEMENT WILL NEED TO BE PROPOSED. |
| | -NEED DATUM CONVERSION PROVIDED |
| | -SHOW ALL UNDERGROUND DRY UTILITIES |
| | -PROPOSED METER REMOVAL CALLOUT ON NORTH END OF PROJECT |
| | IS NOT FULLY SHOWN ON PLAN VIEW |
| | -SERVICES OF METERS BEING REMOVED WILL ALSO REQUIRE |
| | REMOVAL UP TO THE MAIN (CUT AND CAP) |
| | -SPECIFY FIRE PROTECTION METHOD |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPARTMENT (561) 494-1085 |
| | [email protected] |
| | |
| | |
| |
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