| Date |
Text |
| 2022-01-13 08:28:04 | COMMENTS FROM RICK ROSSANO, SR. PROJECT COORDINATOR, |
| | ENG. SERVICES DEPT., 561-494-1098 [email protected] : |
| | |
| | GENERAL: |
| | O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND |
| | INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER |
| | (Z-XXXXXXXX). |
| | O 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. PLEASE SEE |
| | DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK |
| | BELOW: |
| | A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP |
| | B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL |
| | L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97 |
| | B1960045731D3658206F27451722716EF |
| | B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE |
| | FOUND HERE: |
| | HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR |
| | MS,-PERMITS-APPLICATIONS |
| | C. ALSO SEE: 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. IN GENERAL, |
| | 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. |
| | O 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: |
| | A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU |
| | BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL |
| | O 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. |
| | |
| | BACKFLOW ASSEMBLY AND METERS: |
| | O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER |
| | SERVICES AND WATER METERS, ALONG WITH WHAT IS HAPPENING |
| | TO THEM. |
| | O SHOW EXISTING AND PROPOSED DEDICATED UTILITY |
| | EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO |
| | PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO |
| | STRUCTURES WITHIN EASEMENT. |
| | O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION |
| | OF WATER METER AND BACKFLOW |
| | PREVENTION. |
| | O 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. |
| | O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE |
| | NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA. |
| | |
| | WATER/WASTEWATER PLAN: |
| | O PROVIDE VERTICAL DATUM AND DATUM CONVERSION |
| | INFORMATION (NAVD 1988 AND NGVD 1929). |
| | O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS. |
| | O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND |
| | DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND |
| | SEWER LINES AND CLEANOUTS, 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. |
| | O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR |
| | SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE |
| | PROFILE VIEW. |
| | O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN |
| | VIEW FOR ALL SANITARY AND STORM SEWERS. |
| | O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT |
| | MATERIAL. |
| | O 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. |
| | O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER |
| | AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD |
| | DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS. |
| | O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY |
| | TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT |
| | APPLICATION). 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. |
| | O PROVIDE FIRE FLOW TEST DATA. |
| | O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND |
| | STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT |
| | FRONTAGE. |
| | O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY |
| | ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY |
| | ROW. |
| | O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL |
| | BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY |
| | PROPOSED LENGTH IN FEET. |
| | O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY |
| | SEWER ARE REQUIRED. |
| | O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE |
| | JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET. |
| | O ADD NOTE TO PLANS SPECIFYING CITY?S DOWNSTREAM LIFT |
| | STATION NUMBER. |
| | O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR |
| | PROPOSED SANITARY LATERALS. |
| | O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE. |
| | O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE |
| | TRAPS (IF ANY). |
| | O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN |
| | OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER. |
| | |
| | FORMAL ENGINEERING REVIEW: |
| | O 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. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF |
| | WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, 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. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES |
| | ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY |
| | LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT |
| | PARCELS. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE |
| | BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE |
| | 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF |
| | PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER |
| | CITY OF WPB STANDARD DETAIL GC-8. |
| | O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE |
| | CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR |
| | PROPOSED IMPROVED AREAS. |
| | |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR |
| | [email protected]: |
| | |
| | -GEO REPORT SAYS GFA SHOULD BE REQUESTED TO REVIEW DATA |
| | TO SEE IF RECOMMENDATIONS ARE VALID. WILL APPLICANT |
| | FOLLOWUP WITH THEM ONCE BUILDING DETAILS ARE FINALIZED? |
| | |
| | -PLEASE VERIFY GRAPHIC SCALE IS CORRECT ON SP-1. |
| | |
| | -WILL RETAINING WALL REMAIN AT WEST SOUTHWEST AREA OF |
| | PROJECT? |
| | |
| | -WILL ALL OVERHEAD UTILITIES AND UTILITY POLES REMAIN |
| | UNDISTURBED? |
| | |
| | -SHOW MORE CLEARLY UTILITY POLE GUY WIRE LOCATIONS AND |
| | ENSURE THEY WILL NOT CONFLICT WITH PROJECT. |
| | |
| | -SITE PLAN TALKED ABOUT RELOCATING A MONUMENT. IF IT IS |
| | SOME KIND OF STATUE OR SIGN PLEASE PROVIDE MORE DETAILS |
| | ABOUT IT. |
| | |
| | -TURNAROUND SPOT DOES NOT APPEAR USABLE DUE TO LOCATION |
| | OF DUMPSTER STRUCTURE. PLEASE VERIFY VEHICLES WILL BE |
| | ABLE TO MANEUVER PROPERLY. |
| | |
| | -WILL THERE BE CURBING AT THE EAST SIDE OF THE PARKING |
| | LOT AND ON THE NORTH SIDE NEAR THE BBQ AREA AND TOT |
| | LOT? |
| | |
| | -A FORMAL EASEMENT OR AGREEMENT MAY BE REQUIRED FOR |
| | PROPOSED SIDEWALK ON NORTH SIDE OF PROJECT ADJACENT |
| | 22ND ST. |
| | |
| | -PROPOSED METERED WATER SERVICES DO NOT HAVE UTILITY |
| | EASEMENT SHOWN AND LABELED ON CIVIL PLANS. |
| | |
| | -CURRENT FIRE HYDRANT AT 21ST ST. DOES NOT GROSSLY |
| | IMPEDE SIDEWALK USE. UPDATE CIVIL PLANS TO ENSURE |
| | SIDEWALK SPACE WILL NOT BE REDUCED. NOT SURE IF SYMBOL |
| | IS LARGE, OR PROJECT IS ALTERING THE AREA. |
| | |
| | -RETAIL AND IRRIGATION METERED WATER SERVICES WOULD |
| | NEED BACKFLOW ASSEMBLIES. PLEASE SHOW AND LABEL ON |
| | PLANS. ALSO ANY METERED WATER SERVICE FEEDING MULTIPLE |
| | DWELLING UNITS WOULD NEED BACKFLOW ASSEMBLY AS WELL. |
| | |
| | -SITE PLAN SHOWED A GYM AREA. IF IT WILL HAVE WATER, |
| | WHICH METER WILL IT BE FED FROM? |
| | |
| | -HOW WILL THE IRRIGATION UTILITY BILL BE HANDLED? WILL |
| | THERE BE AN HOA OR PROPERTY MANAGER? |
| | |
| | -GREASE TRAP/INTERCEPTOR MAY BE REQUIRED IF THE RETAIL |
| | UNIT HAS FOOD SERVICE. |
| | |
| | -WATER DESIGN IS NONSTANDARD AND MAY REQUIRE REVISION |
| | AT FORMAL ENGINEERING SUBMITTAL. |
| | |
| | -PROPOSED DRIVEWAY APPEARS TO CONFLICT WITH EXISTING |
| | WATER METER BOX. WOULD NEED TO RELOCATE OR REMOVE BOX |
| | AND ANY WATER SERVICE THERE. |
| | |
| | -SOUTHEAST DRIVEWAY APPROACH CURBING IS EXTENDED PAST |
| | THE PROPERTY LINE. VERIFY THAT IS ACCEPTABLE. |
| | |
| | -ARE MORE SEWER LATERAL CLEANOUTS NEEDED? IF SO, SHOW |
| | AND LABEL ON CIVIL PLANS. |
| | |
| | -SURVEY AND LANDSCAPING PLANS ARE MISSING. PLEASE |
| | SUBMIT BOTH. |
| | |
| | -WILL THE UTILITY POLE IN PARKING LOT ISLAND CONFLICT |
| | WITH TREES? |
| | |
| | -PAVEMENT RESTORATION OF 21ST ST WOULD BE REQUIRED |
| | BECAUSE OF THE PROPOSED UTILITY WORK. |
| | |
| | -SOME SIDEWALKS MAY REQUIRE REPLACEMENT DUE TO |
| | PROJECT?S UTILITY WORK. |
| | |
| | -PLANS DESCRIBED FIRE SPRINKLERS. FIRE SPRINKLERS |
| | CANNOT BE FED FROM DOMESTIC WATER SERVICES. WOULD NEED |
| | AT LEAST ONE DEDICATED FIRE SERVICE WITH DETECTOR |
| | BACKFLOW ASSEMBLY. THOSE REQUIRE UTILITY BILLING |
| | ACCOUNTS. |
| | |
| | -PLEASE SHOW STREET SIGN LOCATED AT SOUTHWEST AREA OF |
| | PROJECT ON PLANS. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | |
| | |
| | |
| | QUESTIONS AND COORDINATION CONTACTS: |
| | O MARK HURLEY, FIELD CUSTOMER SERVICE SUPERVISOR WITH |
| | CITY OF WPB PUBLIC UTILITIES, REGARDING PLACEMENT OF |
| | BACKFLOW DEVICES AND WATER METERS. CONTACT HIM AT |
| | 561-822-2262 OR [email protected] |
| | O RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING |
| | SERVICES DEPARTMENT AT 561-494-1098 [email protected] |
| | O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES |
| | DEPARTMENT AT 561-494-1047 OR [email protected] |
| | O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING |
| | SERVICES DEPT. AT 561-494-1120 OR [email protected] |
| | |
| |
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