| 2023-04-26 14:28:48 | E23020040 - 320 LAKEVIEW FIRST REVIEW 2.28.23 |
| | |
| | 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. PRELIM. ENGINEERING PLANS ARE CLUTTERED AND |
| | DIFFICULT TO READ. PLEASE PROVIDE SEPARATE WATER/SEWER |
| | PLAN SHEET AND CLEARLY INDICATE WATER AND SEWER |
| | CONNECTIONS AS EXISTING OR PROPOSED. |
| | 4. 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. |
| | 5. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 6. 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] |
| | 7. 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. |
| | 8. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 9. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 10. 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. |
| | 11. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 12. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 13. 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. |
| | 14. 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. |
| | 15. 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. |
| | 16. PLEASE CLEARLY SHOW ROAD RIGHT OF WAY. |
| | 17. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 18. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 19. IF WATER LINES ARE BEING REPLACED IN ROW, SHOW |
| | ADJACENT PARCEL ADDRESSES. |
| | 20. IF TRENCHING IN IN CITY-MAINTAINED ROADWAY AREAS |
| | ADD NOTE TO PROVIDE 50 FT. PAVEMENT RESTORATION |
| | TRANSITION ON EACH SIDE OF PROPOSED TRENCH PER CITY OF |
| | WPB STANDARD DETAIL GC-4. IF TRENCHING IN FDOT ROW, |
| | PROVIDE THEIR PAVEMENT RESTORATION DETAIL SEPARATELY. |
| | 21. OBTAIN ALL REQUIRED FDOT PERMITS FOR WORK WITHIN |
| | THEIR ROW. |
| | 22. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 23. 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]: |
| | |
| | -NEAR THE NORTHWEST CORNER OF PROPERTY IN LANDSCAPING |
| | AREA IS A 2 INCH CITY IRRIGATION METER AND BACKFLOW |
| | ASSEMBLY. PLEASE CLEARLY SHOW AND LABEL THEM ON DEMO |
| | PLAN. THAT METERED WATER SERVICE CANNOT BE ALTERED |
| | WITHOUT APPROVAL OF CITY WPB PARKS DEPARTMENT. |
| | |
| | -820 S. DIXIE HWY CURRENTLY HAS AN ACTIVE METERED WATER |
| | SERVICE UNDER ACCOUNT HOLDER MG TWO LLC. VERIFY ACCOUNT |
| | HOLDER MG TWO LLC IS AWARE OF INTENTION TO ELIMINATE |
| | WATER SERVICE AND THEY APPROVE OF THAT. |
| | |
| | -ADD NOTE TO DEMO PLAN THAT WATER METER BOXES NEED TO |
| | BE REMOVED FOR ANY WATER SERVICE THAT IS BEING CUT AND |
| | CAPPED. CONTRACTOR SHALL RETURN ANY INSTALLED WATER |
| | METERS TO CITY WPB. |
| | |
| | -ON DEMO PLAN THERE ARE SOME WATER METER BOXES THAT DO |
| | NOT HAVE THE WATER SERVICES SHOWN AND LABELED. SHOW THE |
| | EXISTING WATER SERVICES AND ADD WHAT IS HAPPENING TO |
| | THEM ON THE LABEL. |
| | |
| | -ON DEMO PLAN, SHOW AND LABEL FIRELINE BACKFLOW |
| | ASSEMBLY. ADD WORDING TO RETURN DETECTOR METER TO CITY |
| | WPB ON THE LABEL. |
| | |
| | -CHECK LAKEVIEW AVE FOR ADDITIONAL AREAS OF PAVEMENT |
| | RESTORATION NEEDED ON PGD PLAN FOR UTILITY WORK IN THAT |
| | ROADWAY. LOOKS TO BE AT LEAST ONE AREA MISSED. |
| | |
| | -ON PGD PLAN, ADD THE SPECKLED/DOTTED SHADED AREA AT |
| | THE NORTH RIGHT OF WAY AREA TO THE LEGEND. |
| | |
| | -PROPOSED FIRE HYDRANT LOCATIONS DO NOT SEEM TO COMPLY |
| | WITH STANDARD DETAIL P8 NOTE 3. |
| | |
| | -SANITARY SEWER LATERAL CUT AND CAP LOCATIONS DO NOT |
| | SEEM CONSISTENT ON DIXIE HWY COMPARING THE DEMO PLAN |
| | AND UTILITY PLAN. |
| | |
| | -DOES FDOT APPROVE OF PROPOSED ENGINEERING PLANS? |
| | |
| | -SHEET C300: WATER SERVICE PIPE FOR 4 INCH METER SHOULD |
| | BE DUCTILE IRON INSTEAD OF PVC. |
| | |
| | -TAPPING SLEEVE LABELING IS NOT CONSISTENT. |
| | |
| | -4 INCH AND 6 INCH METER SHOWN IN NORTHWEST METER BANK |
| | ENLARGEMENT MAY NOT BE FED BY SINGLE 6 INCH TAP AND |
| | PIPE. 4 INCH METER SHOULD HAVE 4 INCH TAP AND SERVICE |
| | PIPE PER STANDARD DETAIL. 6 INCH METER SHOULD HAVE 6 |
| | INCH TAP AND SERVICE PIPE PER STANDARD DETAIL. |
| | |
| | -NORTHWEST METER BANK ENLARGEMENT: ADD SIZE OF RPZS TO |
| | THE LABELS; ON THE METER AND BACKFLOW LABELS ADD |
| | REFERENCES TO THE ASSOCIATED WPB WATER SERVICE STANDARD |
| | DETAILS -SHOULD BE WS3 AND WS7; FOOTPRINT OF LARGE |
| | METER SERVICES AND VALVES MAY EXTEND NEAR THE ELECTRIC |
| | UTILITY. |
| | |
| | -LABEL THE EXISTING WATER MAIN SECTIONS ON LAKEVIEW AVE |
| | WITH PIPE SIZE AND MATERIAL TYPE. |
| | |
| | -NORTHEAST METER BANK ENLARGEMENT: ADD SIZE OF RPZS TO |
| | THE LABELS; ON THE METER AND BACKFLOW LABELS ADD |
| | REFERENCES TO THE ASSOCIATED WPB WATER SERVICE STANDARD |
| | DETAILS -SHOULD BE WS1 AND WS6; ON THE IRRIGATION METER |
| | LABEL ADD RPZ WORDING ALONG WITH RPZ SIZE. |
| | |
| | -INDICATE IF THERE WILL BE ANY DRAIN PIPES FROM THE |
| | COOLING TOWER. IF SO, WHERE WILL THAT WATER DRAIN TO? |
| | |
| | -FIRELINE WATER SERVICE DESIGN IS UNACCEPTABLE. REDUCE |
| | PIPE DISTANCE FROM TAP TO DDCV/DCDA. |
| | |
| | -C300 HAS CALLOUT SAYING PIV, SEE MEP. PROVIDE COPY OF |
| | MEP PLANS WITH RESUBMITTAL PACKAGE. |
| | |
| | -FIRELINE BACKFLOW ASSEMBLY IN BUILDING AND ASSOCIATED |
| | PIPING AND FITTINGS NEAR IT, MUST COMPLY WITH WPB |
| | UTILITIES AND ENGINEERING STANDARDS. FIRELINE BACKFLOW |
| | ASSEMBLY SHALL BE LEAD-FREE, USC APPROVED (BY |
| | ORIENTATION, MAKE, MODEL, SIZE, BYPASS, VALVING, |
| | ETC???), AND CORRECT TYPE (DCDA OR RPDA) BASED UPON WPB |
| | PUBLIC UTILITIES EVALUATION. FIRELINE BACKFLOW ASSEMBLY |
| | NEEDS TO HAVE OSY VALVES AND ALL PIPING UPSTEAM OF IT |
| | NEEDS TO BE DUCTILE IRON PIPE. SUFFICIENT SUPPORT IS |
| | ALSO NEEDED. INSTALLED BACKFLOW ASSEMBLY MUCH MATCH |
| | AML. NOTIFY FIRE SYSTEM DESIGNER OF THESE REQUIREMENTS |
| | AND ENSURE THEY ARE ADDED TO FIRE PLANS. ALSO ADD COPY |
| | OF FIRE PLANS TO RESUBMITTAL PACKAGE. |
| | |
| | -VERIFY PRIVATE FIRE SYSTEM WILL NOT HAVE ANY ADDED |
| | CHEMICALS OR AUXILIARY WATER SUPPLIES SUCH AS WELLS. |
| | |
| | -ADD WATER AND SEWER DEMAND CALCULATIONS TO UTILITY |
| | PLANS. |
| | |
| | -ADD FLOW CALCULATIONS FOR THE FIRELINE AS DIRECTED IN |
| | WATER SERVICE STANDARD DETAIL WS5 NOTE 9 TO SHEET C300. |
| | |
| | -ADD SEPARATE FLOW CALCULATIONS FOR THE 4 INCH METER |
| | AND 6 INCH WATER METER AS DIRECTED IN WATER SERVICE |
| | STANDARD DETAIL WS7 NOTE 7 TO SHEET C300. |
| | |
| | -SHEET C300: ADD REFERENCE TO WATER SERVICE STANDARD |
| | DETAIL WS5 ON THE LABEL FOR THE FIRELINE BACKFLOW |
| | ASSEMBLY. |
| | |
| | -SHEET C303: ON STANDARD DETAIL WS1, ADD MARKUP NOTE |
| | THAT DUAL CHECK IS NOT USED WHEN A BACKFLOW ASSEMBLY IS |
| | BEING INSTALLED. |
| | |
| | -SHEET C300: ADD NOTE THAT CONTRACTOR SUPPLIES AND |
| | INSTALLS LARGE WATER METER STRAINERS. |
| | |
| | -COULD NOT FIND ANY OF THE WATER AND SEWER UTILITY |
| | PROFILES IN THE PLAN SET. ALSO DID NOT SEE CROSSINGS |
| | CALLED OUT OR ELEVATIONS ON THE SANITARY SEWER |
| | STRUCTURES. |
| | |
| | -ADD SAMPLE POINT LOCATIONS IF ANY ARE NEEDED OR |
| | REQUIRED. |
| | |
| | -WILL ANY OF THE EASEMENTS SHOWN ON ALTA SURVEY REMAIN? |
| | IF SO, PLEASE SHOW AND LABEL THEM CLEARLY ON |
| | ENGINEERING PLANS. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. SHEET C-010 DEMOLITION PLAN |
| | A. DEMO THE DROP CURB, CURB TRANSITIONS AND DRIVEWAY |
| | APRON FOR THE EXISTING DRIVEWAY ON LAKEVIEW AVENUE. |
| | B. DEMO ALL OF THE DROP CURB AND TRANSITION CURBS FOR |
| | THE EXISTING DRIVEWAYS ON OKEECHOBEE BLVD. |
| | C. DEMO THE CURB RAMP ON OKEECHOBEE BLVD AND THE TYPE |
| | ???F??? CURB AND GUTTER WHERE THE NEW CURB RAMPS WILL |
| | BE CONSTRUCTED. |
| | |
| | 2. SHEET C-100 PRELIMINARY ENGINEERING PLAN |
| | A. CALL OUT NEW CURB/GUTTER AND SIDEWALK WHERE THE |
| | EXISTING DRIVEWAYS WERE REMOVED. |
| | B. CLARIFY WHERE THE TYPE ???A??? MOUNTABLE CURB WILL |
| | BE INSTALLED. IT APPEARS TO BE INSTALLED BEHIND THE |
| | PROPOSED VALLEY GUTTER. |
| | C. SYMBOL FOR PROPOSED LIGHT POLE IN PLAN VIEW DOES NOT |
| | MATCH THE LEGEND SYMBOL. |
| | D. REVIEW LEGEND SYMBOL FOR PROPOSED SPOT GRADE. THE |
| | ???X??? USUALLY IS USED FOR EXISTING SPOT GRADES. |
| | E. CHECK WITH THE DEVELOPMENT SERVICES DEPARTMENT |
| | (PLANS REVIEW) TO SEE IF AN ADA ACCESS AISLE IS NEEDED |
| | ADJACENT TO THE RIDE SHARE/VALET PICKUP/DROP OFF AREA. |
| | A TYPE ???D??? CURB IS SHOWN NEXT TO THIS AREA. |
| | |
| | 3. SHEET C-200 PAVING AND GRADING PLAN |
| | A. REVIEW THE LEGEND SYMBOLS/CALLOUTS FOR PROPOSED SPOT |
| | GRADE AND FOR PROPOSED LIGHT POLE. |
| | B. SYMBOL FOR SECTION A IS POINTING IN THE WRONG |
| | DIRECTION. |
| | |
| | 4. SHEET C-201 PAVING AND DRAINAGE DETAILS |
| | A. IF TYPE ???A??? MOUNTABLE CURB IS TO BE CONSTRUCTED |
| | IN LINE WITH THE VALLEY GUTTERS FOR THE SOUTH |
| | DRIVEWAYS, NOTE THE DIFFERENT WIDTHS OF THE GUTTERS ??? |
| | 16??? VS 24???. |
| | |
| | 5. SHEET C-202 PAVING AND DRAINAGE DETAILS |
| | A. PROVIDE THE WIDTH, TOP OF TRENCH ELEVATION AND |
| | BOTTOM OF TRENCH ELEVATION ON DETAIL ST-8, EXFILTRATION |
| | TRENCH. |
| | |
| | 6. SHEET C-203 CROSS SECTIONS |
| | A. REMOVE THE ???F??? CURB AND GUTTER AND SHOW (OR |
| | SUPERIMPOSE) THE VALLEY GUTTER ON THE TWO DRIVEWAY |
| | CROSS SECTIONS. LABEL THE LAKEVIEW AVE AND THE |
| | OKEECHOBEE BLVD RIGHT OF WAYS. |
| | B. CROSS SECTION A-A CALLS OUT 1.07% SIDEWALK SLOPE BUT |
| | SHEET C-200 SHOWS SIDEWALK CROSS SLOPE 1.73% AND 1.75%. |
| | C. CROSS SECTION B-B CALLS OUT 0.84% SIDEWALK SLOPE BUT |
| | SHEET C-200 SHOWS SIDEWALK CROSS SLOPES OF 1.80%, 1.73% |
| | AND 1.30%. |
| | |
| | 7. SHEET C-205 DRAINAGE PLAN |
| | A. PROVIDE WEIR, INVERT AND RIM/GRATE ELEVATIONS FOR |
| | THE DRAINAGE STRUCTURES. |
| | B. CONFIRM STRUCTURE DS-07 DOES NOT FALL WITHIN THE |
| | PROPOSED TYPE ???A??? MOUNTABLE CURB. |
| | C. PROVIDE CALCULATIONS DEMONSTRATING THE 18??? OUTFALL |
| | PIPE IS NEEDED INSTEAD OF 15??? TO STRUCTURE DS-07. THE |
| | EXISTING PIPE SOUTH OF STRUCTURE DS-07 IS SHOWN TO BE |
| | 15???. |
| | D. UPDATE REFERENCES IN THE DRAINAGE NOTES FROM FDOT |
| | STANDARD INDEX NUMBERS (XXX) TO FDOT STANDARD PLAN |
| | NUMBERS (YYY-ZZZ). |
| | E. IS THERE GROUND FLOOR ACCESS FOR THE PAVER AREA TO |
| | THE EAST OF STAIR ST3? WOULD IT MAKE SENSE TO ADD A |
| | YARD DRAIN IN THE AREA AND PIPE IT TO STRUCTURE DS-03? |
| | |
| | 8. STANDARD DETAIL P-8 FIRE HYDRANT CONNECTION APPEARS |
| | ON BOTH SHEETS C-302 AND SHEET C-304. |
| | |
| | 9. PROVIDE SURFACE WATER MANAGEMENT CALCULATIONS. |
| | |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | -SHOW ALL EXISTING AND PROPOSED DRY UTILITIES |
| | -SCALE PLANS SO THAT THEY CAN BE PRINTED ON 11X17 |
| | -FIRE LINE FOR HOTEL NOT EVIDENT |
| | -SHOW ALL EXISTING VALVES |
| | -REMOVE ABANDONED CIP IN AREAS WHERE TAPS ARE PROPOSED |
| | -CALL OUT DOGHOUSE MANHOLE TO BE PROPOSED ON |
| | OKEECHOBEE, AS WELL AS IT PROPOSED INVERT ELEVATIONS |
| | -FIRE HYDRANT CONNECTIONS REQUIRE AN ANCHOR TEE PER |
| | DETAIL P-8 |
| | -LABEL SEWER ???PRIVATE??? AS NECESSARY |
| | -MANHOLE TO MANHOLE REPLACEMENT OF SEWER LINE ON |
| | OKEECHOBEE MAY BE REQUIRED, FURTHER EVALUATION NEEDED |
| | (EXISTING MAIN IS VCP INSTALLED IN 1925) |
| | -PROVIDE PROFILES FOR PROPOSED SANITARY LATERAL AND |
| | PROPOSED WATER TAPS FROM THE MAIN TO POS AT R/W |
| | -VALVING CONFIGURATION FOR BOTH NORTHEAST AND NORTHWEST |
| | METER BANKS NEED FURTHER CONSIDERATION TO ENSURE BOTH |
| | BUILDINGS DO NOT LOSE WATER WHEN VALVES ARE BEING SHUT |
| | TO ISOLATE LINES NEEDING REPAIR |
| | |
| | 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] |
| | |
| | |
