| Date |
Text |
| 2022-02-09 11:44:12 | E21120012 ? JACK THE BIKE MAN |
| | |
| | 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 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. FOR FORMAL ENGINEERING SUBMITTAL, SFWMD ERP AND |
| | NPDES NOI REQUIREMENTS WILL BE ENFORCED. |
| | - AN NOI IS REQUIRED FOR PROJECTS THAT: |
| | - 1) DISTURB ONE OF MORE ACRES OF LAND OR DISTURB LESS |
| | THAN ON ACRE OF LAND BUT ARE PART OF A COMMON PLAN OF |
| | DEVELOPMENT OR SALE; |
| | - 2) DISCHARGE STORMWATER TO SURFACE WATERS OF THE |
| | STATE OR TO SURFACE WATERS OF THE STATE THROUGH A |
| | MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4). |
| | - THE SFWMD ERP CAN BE OBTAINED THROUGH A 10-2 SELF |
| | CERTIFICATION THROUGH FDEP OR AN ERP APPLICATION |
| | THROUGH SFWMD. EITHER WAY, THE DEVELOPER/ENGINEER SHALL |
| | SUBMIT A COPY OF THE ERP PERMIT OR FDEP ACKNOWLEDGEMENT |
| | OF THE 10-2 CERTIFICATION. |
| | 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. |
| | 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 LABEL ROAD RIGHT OF WAY. |
| | 13. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 14. THERE ARE FDP?S ON CLAREMORE AT THE TRACKS PER FEC |
| | REQUIREMENTS; PLEASE ADD NOTE TO PAVING PLANS TO |
| | RESTORE FDPS WITH PAVING RESTORATION AND ALSO ADD R3-2 |
| | (NO LEFT TURN) SIGN BENEATH PROPOSED R1-1 EXITING |
| | PARKING LOT. |
| | 15. 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]: |
| | |
| | -CAN THE DESIGN OF THE WATER SERVICES AT NORTHWEST |
| | CORNER OF BUILDING BE ADJUSTED SO THAT THE PIPES DO NOT |
| | RUN UNDER THE PAVER DRIVEWAY? (MAINTENANCE OF PIPING |
| | WOULD REQUIRE REMOVAL OF PAVERS AND DISRUPTION OF |
| | DRIVEWAY USE.) |
| | |
| | -WATER SERVICES ON PRIVATE PROPERTY WOULD REQUIRE |
| | UTILITY EASEMENTS UP TO THE POINT OF SERVICE. PLEASE |
| | SHOW AND LABEL. BACKFLOW ASSEMBLIES SHOULD BE OUT OF |
| | UTILITY EASEMENT. |
| | |
| | -FIRE SERVICE DOES NOT SHOW REDUCTION FROM 6 INCH GATE |
| | VALVE TO 4 INCH DCDA. |
| | |
| | -IS GV NUMBER 5 MISLABELED AS 6 INCH? THE TEE BEFORE IT |
| | SEEMS TO BE 4 INCH. FIRE SERVICE SIZING SHOULD MATCH |
| | DCDA SIZE. MONTHLY BILLING FOR 4 INCH FIRELINE IS ALSO |
| | SIGNIFICANTLY LESS THAN 6 INCH. |
| | |
| | -PLEASE LABEL PIPE SEGMENT BEFORE GV NUMBER 5 WITH PIPE |
| | SIZE AND MATERIAL TYPE. |
| | |
| | -DOES 426 CLAREMORE HAVE A SEWER LATERAL CONNECTED TO |
| | MANHOLE AT SOUTHWEST CORNER OF BUILDING? |
| | |
| | -THE ROOF DRAIN PIPING IN EASEMENT APPEARS TO SEND |
| | WATER TO THE WEST. WHERE DOES IT DISPERSE? |
| | |
| | -THERE IS A PIPE WITH ABOVE-GROUND VALVE AT THE |
| | NORTHWEST SIDE OF THE BUILDING. PLEASE IDENTIFY AND |
| | SHOW ON ENGINEERING PLANS IF PIPING IS COMING FROM THE |
| | RIGHT OF WAY. |
| | |
| | -PROPOSED HANDICAPPED PARKING WOULD BLOCK TWO DRIVEWAYS |
| | WITH ROLLUP DOORS. IS THAT ALRIGHT? |
| | |
| | -SOME OF THE PROPOSED CURBING ALSO EXTENDS INTO ONE OF |
| | THE DRIVEWAYS WITH ROLLUP DOOR. IS THAT ALRIGHT? |
| | |
| | -WILL THE LOCATION OF DISABLED PARKING SIGN BE ON A |
| | WALL OR AGAINST ROLLUP DOOR? WILL SIGNAGE PREVENT USE |
| | OF BAY? |
| | |
| | -VERIFY NO FENCES, GATES, OR WALLS ARE AROUND THE METER |
| | BOX AND BACKFLOW AREA NEAR NORTHWEST CORNER OF |
| | BUILDING. |
| | |
| | -SHOW AND LABEL WHAT IS HAPPENING TO EXISTING 5/8? |
| | WATER METER, SERVICE, AND BACKFLOW FOR 426 CLAREMORE |
| | NEAR SOUTHEAST CORNER OF PROPERTY. |
| | |
| | -IF THERE IS A LANDSCAPING PLAN RELATED TO THIS PROJECT |
| | PLEASE SUBMIT AND MAKE SURE NO CONFLICTS BETWEEN TREES |
| | AND UTILITIES. |
| | |
| | -PLEASE ADJUST PROPOSED METER BOX LOCATION FOR 412 |
| | CLAREMORE INTO GRASS LANDSCAPING ISLAND INSTEAD OF |
| | SIDEWALK. |
| | |
| | -THE 4 INCH WATER MAIN GOING SOUTH FROM PROPOSED CROSS |
| | IS NOT LOOPED PER WPB GIS. |
| | |
| | -PIGGING METERS AND BACKFLOW ASSEMBLIES MUST BE |
| | ABOVE-GROUND AND MEET MINIMUM HEIGHT REQUIREMENTS. |
| | |
| | -ADD GATE VALVES AT SOUTH AND NORTH SIDE OF CROSS. |
| | |
| | -TODDS PLAN FOR BEDNERS AND HISTORIC PICTURES SHOW GAS |
| | MAIN RUNNING UNDER CLAREMORE NEAR PROPOSED CROSS. |
| | PLEASE SHOW AND LABEL ON PLANS IF STILL THERE. |
| | |
| | -ENSURE ALL EXISTING SEWER LATERALS ARE SHOWN AND |
| | LABELED ON ENGINEERING PLANS FOR SOUTH SIDE OF |
| | CLAREMORE. |
| | |
| | -PROFILE SHOWS ONE FOOT CLEARANCE BETWEEN SEWER LATERAL |
| | AND WATER MAIN NEAR PROPOSED FIRE HYDRANT, BUT CROSSING |
| | INFORMATION ON WATER PLAN DOES NOT MATCH. |
| | |
| | -PROFILE SAYS CLEARANCE BETWEEN PROPOSED WATER MAIN AND |
| | 8 INCH VCP IS 0.9 INCHES. PLEASE VERIFY AND MAKE SURE |
| | MATCHES PLAN CROSSING INFO. |
| | |
| | -CLEARLY SHOW BOUNDARIES OF PAVEMENT RESTORATION FOR |
| | WATER MAIN WORK. |
| | |
| | -ADD NOTE THAT DUAL CHECK IS NOT USED IN METER BOX IF |
| | BACKFLOW ASSEMBLY IS BEING INSTALLED. |
| | |
| | -UPDATE PIPE SIZE FOR DOMESTIC WATER SERVICE FOR 426 |
| | CLAREMORE TO THE STANDARD 1 INCH SIZE. |
| | |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. SHOW PROPOSED CONCRETE HATCH FOR THE SIDEWALK |
| | 2. PROVIDE REASONABLE ASSURANCE THE PERVIOUS PAVERS |
| | WILL PERFORM AS INTENDED IN PERPETUITY BY SUBMITTING A |
| | MAINTENANCE AGREEMENT OR LETTER STATING OWNERSHIP WILL |
| | MAINTAIN AND KEEP THE PERVIOUS PAVERS IN FUNCTIONING |
| | ORDER ALONG WITH THE RECOMMENDED MAINTENANCE |
| | PROCEDURES. |
| | 3. PROVIDE A CROSS SECTION FROM THE WEST WALL OF THE |
| | BUILDING TO THE UNDERGROUND FIBER OPTIC CABLE, SHOWING |
| | TYPICAL SURFACE SLOPES AND LABELING THE PROPERTY LINES |
| | AND LEASEHOLD LINES. |
| | 4. THE SIDEWALK ACROSS THE DRIVEWAY TO BE ADA |
| | COMPLIANT. |
| | 5. PROVIDE EROSION CONTROL PLAN FOR THE WORK IN |
| | CLAREMORE DRIVE. |
| | 6. LABEL CLAREMORE DRIVE ON SHEET C5.1. |
| | 7. ADD NOTE ON PLANS THAT PONDING AREAS WITHIN THE MILL |
| | AND RESURFACING LIMITS ON CLAREMORE DRIVE ARE TO BE |
| | ELIMINATED. |
| | |
| | |
| | COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | |
| | -ADD NOTE THAT WATER MAIN TIE-IN IS TO PROCEED AFTER |
| | THE CONTRACTOR HAS SUBMITTED A CONSTRUCTION PHASING |
| | PLAN FOR PIGGING/FLUSHING TO THE CITY AND RECEIVING PBC |
| | HEALTH DEPARTMENT APPROVAL. |
| | -ON THE SOUTH SIDE OF THE 6X6 CROSS LABEL EXISTING 4? |
| | WATER MAIN AS ?AC? NOT ?CAS?. |
| | -LABEL ?UNKNOWN U/G? AS ?EXISTING WATER SERVICE TO BE |
| | CUT AND CAPPED AT THE MAIN?. |
| | -VERIFY VERTICAL CLEARANCE DIMENSIONS ON PROFILE. |
| | |
| |
Print |
