| 2023-01-06 11:20:55 | E22120001 - IMECA HARDWARE, 3200 45TH ST - 11.30.22 |
| | SUBMITTAL REVIEW ??? PARTIAL COMMENTS |
| | |
| | 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. 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. |
| | 4. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 5. 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] |
| | 6. 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 INCLUDING PIPES SIZES AND |
| | MATERIALS, LOCATED ON THE RIGHT-OF-WAY. |
| | 7. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 8. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 9. 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. |
| | 10. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 11. 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. |
| | 12. 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. |
| | 13. 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. |
| | 14. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY. |
| | 15. REPAIR SIDEWALK AND PAVEMENT RESTORATION PER PALM |
| | BEACH COUNTY STANDARD DETAILS, NOT CITY (UPDATE NOTE ON |
| | SHEET C-8). |
| | 16. SOME NOTE LEADERS ARE NOT PLACED ACCURATELY ON |
| | SHEET C-8. |
| | 17. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 18. 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]: |
| | -SHEET C2 UTILITY CONNECTION NOTE 6 NEEDS REVISION. NOT |
| | SURE IF MEANT CITY OF WEST PALM BEACH OR PALM BEACH |
| | COUNTY. |
| | |
| | -SHEET C8 UTILITY CONNECTION ENLARGEMENT: EXISTING BFP |
| | LABEL SHOULD SAY TO REMOVE; CALLOUT MINIMUM 3 FEET |
| | HORIZONTAL DISTANCE BETWEEN UTILITY POLE AND WATER |
| | METER BOX; ADD VISUAL SCALE MEASUREMENT ICON; FIRELINE |
| | BACKFLOW IS CALLED OUT AS DCDA BUT C2 WATER |
| | DISTRIBUTION NOTE 3 SAYS SHOULD BE RPDA. |
| | |
| | -SHEET C8 UTILITY CONNECTION ENLARGEMENT: RELOCATED 1 |
| | INCH METER MUST HAVE COMPLIANT SERVICE LINE. ADD |
| | REFERENCE TO STANDARD DETAIL WS1 ON LABEL AND DESIGNATE |
| | PIPE MATERIAL TYPE TO USE. |
| | |
| | -SHEET C8 UTILITY CONNECTION ENLARGEMENT: SHOW SYMBOL |
| | FOR GATE VALVE FOR FIRELINE. ALSO CALLOUT PIPE MATERIAL |
| | TYPE FOR FIRELINE (IT MUST BE DIP FROM MAIN TO DCDA. |
| | MAY NEED TO UPDATE SHEET C2 ALSO.) |
| | |
| | -CLEANOUTS DO NOT HAVE RIM AND INVERT ELEVATIONS ON THE |
| | LABELS. |
| | |
| | -SHEET C11 HAS NOTE ABOUT H20 METER BOXES. WPB AML |
| | SMALL WATER METER BOXES ARE NOT H20 RATED. STANDARD |
| | TRAFFIC RATING SHOULD BE ACCEPTABLE. |
| | |
| | -ADD FIRE FLOW CALCULATIONS AS DIRECTED ON SHEET C12 SD |
| | WS5 NOTE 9 TO EITHER WATER OR UTILITY PLAN SHEETS |
| | VERIFYING FIRELINE WILL MEET DEMAND OF PRIVATE FIRE |
| | SYSTEM. |
| | |
| | -IS A HEALTH PERMIT NEEDED OR REQUIRED? |
| | |
| | -SHOW SAMPLE POINT LOCATIONS IF ANY ARE NEEDED OR |
| | REQUIRED. |
| | |
| | -ADD STANDARD DETAIL P1 AND WS2 TO PLAN SET. IF |
| | SAMPLING, ADD WPB SAMPLE POINT DETAIL TO PLAN SET. IF |
| | PIGGING OR NEED JUMPER, THEN ADD STANDARD DETAIL P6 TO |
| | PLAN SET. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | 1. DRIVEWAY APRON WITHIN THE RIGHT OF WAY TO BE 6??? |
| | THICK CONCRETE UNLESS THE COUNTY WILL ALLOW ASPHALT |
| | (45TH ST IS COUNTY R/W). |
| | 2. IDENTIFY ON SHEET C-6 WHERE SECTIONS A-A THROUGH D-D |
| | AND THE PROPOSED DRIVEWAY PROFILE ARE LOCATED. |
| | 3. SHOW AND CALLOUT DROP CURB ON SHEET C-6 AND ON THE |
| | PROPOSED DRIVEWAY PROFILE ON SHEET C-9. |
| | 4. CORRECT THE TEXT OVERLAP INSIDE THE BUILDING ON |
| | SHEET C-8. |
| | 5. ON SHEETS C-8 AND C-11, LABEL THE EXISTING FIRE |
| | HYDRANT ON THE ADJACENT LOT AS ???PRIVATE???. |
| | 6. A COUNTY PERMIT WILL BE NEEDED FOR THE WORK WITHIN |
| | THE 45TH STREET R/W. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES ENGINEER, |
| | [email protected], 561-494-1101: |
| | |
| | -PROPOSED VALVE FOR FIRE LINE TAP NOT SHOWN ON THE |
| | PLANS |
| | -VERIFY EXISTING NORTH/SOUTH RUN OF SEWER THAT HAS |
| | PROPOSED CONNECTION ON THE PLANS. LATERAL IS NOT SHOWN |
| | ON GIS OR AS-BUILTS. |
| | -SEWER MATERIAL NEEDS TO BE CALLED OUT |
| | -MATERIALS FOR WATER LINE AND FIRE LINE NEED TO BE |
| | CALLED OUT |
| | -POINTS OF SERVICE ARE AS FOLLOWS: METER FOR 1??? LINE, |
| | GATE VALVE FOR FIRE LINE, CLEANOUT FOR SEWER LATERAL |
| | -SLOPE FOR SEWER LATERAL NOT LISTED |
| | -FIRE LINE MAY NEED TO BE TAPPED ELSEWHERE AS TO AVOID |
| | GATE VALVE BEING INSTALLED WITHIN SIDEWALK |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT (561) 494-1098 [email protected] |
| | |
