| 2023-04-26 14:30:17 | E23030010 ??? COX SCIENCE CENTER FIRST REVIEW 3.16.23 |
| | |
| | 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. 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. 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] |
| | 5. PLEASE LABEL ALL WATER, SEWER AND STORM |
| | INFRASTRUCTURE AS EXISTING AND PROPOSED. |
| | 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?). 3 INCH |
| | AND LARGER WATER METERS SHALL BE INSTALLED ABOVE-GROUND |
| | ONLY. |
| | 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 11. ENGINEERING PLANS SHALL INCLUDE PIGGING, FLUSHING |
| | AND SAMPLE POINTS ON ANY WATER RUNS 60 FT. IN LENGTH OR |
| | GREATER. |
| | 12. 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. |
| | 13. PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER |
| | AND STORM LINES AT ALL UTILITY CROSSINGS 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. |
| | 14. 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. |
| | 15. 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. |
| | 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]: |
| | |
| | -PROVIDE PROPOSED DAYS AND TIMES THAT GATES WOULD BE |
| | CLOSED/LOCKED AND PREVENT ACCESS BY UTILITY CREWS FOR |
| | METER READING AND MAINTENANCE ACTIVITIES. ALSO INDICATE |
| | HOW GATES OPEN (KEYPAD, CARD, PADLOCK, ETC???). |
| | |
| | -DEVELOPER/APPLICANT/CUSTOMER TO PAY FOR ALL UTILITY |
| | BILLING FEES, CHARGES, DEPOSITS RELATED TO PROPOSED |
| | PROJECT PLANS. |
| | |
| | -ON LABELS OF PROPOSED WATER METERS AND BACKFLOW |
| | ASSEMBLIES, ADD REFERENCE TO THE ASSOCIATED WATER |
| | SERVICE STANDARD DETAIL. |
| | |
| | -WPB UTILITIES RECOMMENDS PARALLEL/DUAL DOMESTIC |
| | BACKFLOW ASSEMBLIES ON ANY CRITICAL WATER SERVICE TO |
| | MINIMIZE WATER OUTAGES DURING BACKFLOW ASSEMBLY |
| | MAINTENANCE AND TESTING. |
| | |
| | -SHOW THE NORTHERN ROAD GATE AS DEPICTED ON THE SITE |
| | PLANS IF THAT AREA IS SHOWN ON ONE OF THE ENGINEERING |
| | PLAN SHEETS. |
| | |
| | -SHEET 17: |
| | |
| | *CALLOUTS NEAR SOUTHWEST WATER TAP DO NOT SEEM TO MAKE |
| | SENSE. SIZING SEEMS CONTRADICTORY. PLEASE REVIEW AND |
| | CORRECT. |
| | |
| | *1 INCH METER TYPICALLY HAS 1 INCH WATER SERVICE PIPE |
| | AND TAP PER WS1. |
| | |
| | *VERIFY PRIVATE FIRE SYSTEM WILL NOT CONTAIN ANY |
| | CHEMICAL ADDITIVES OR AUXILIARY WATER SOURCES SUCH AS |
| | WELLS. |
| | |
| | *ADD FLOW CALCULATIONS TO SHEET 17 AS DIRECTED IN NOTE |
| | 9 OF WPB STANDARD DETAIL WS5. |
| | |
| | *ADD WATER AND SEWER DEMAND CALCULATIONS TO SHEET 17. |
| | |
| | *CALLOUT WATER SERVICE PIPE MATERIAL TYPE FOR PROPOSED |
| | 1 INCH WATER METER. |
| | |
| | -SHEET 18: |
| | |
| | *THERE IS A GATE SHOWING NEAR NORTHWEST CORNER THAT WAS |
| | PRIOR TOLD WAS INACCURATE AND SHOULD NOT BE THERE. |
| | PLEASE VERIFY AND UPDATE AS NEEDED. |
| | |
| | *CALLOUT WATER SERVICE PIPE MATERIAL TYPE AND |
| | CONNECTION TYPE FOR PROPOSED 2 INCH WATER METER. |
| | |
| | *CALLOUT EXISTING WATER SERVICE PIPE SIZE AND METER |
| | SIZE FOR STEM BUILDING. |
| | |
| | *ADD WATER AND SEWER DEMAND CALCULATIONS TO SHEET 18. |
| | |
| | *ADD FLOW CALCULATIONS TO SHEET 18 AS DIRECTED IN NOTE |
| | 9 OF WPB STANDARD DETAIL WS5. |
| | |
| | *THERE IS A CROSSING OF TEL AND WATER GATE VALVE. IF |
| | TEL IS UNDERGROUND, GATE VALVE WOULD HAVE TO BE ABOVE |
| | IT TO FUNCTION. |
| | |
| | *VERIFY PRIVATE FIRE SYSTEM WILL NOT CONTAIN ANY |
| | CHEMICAL ADDITIVES OR AUXILIARY WATER SOURCES SUCH AS |
| | WELLS. |
| | |
| | *VERIFY SIGN IS NOT ENCROACHING ON FIRE HYDRANT |
| | CLEARANCE ZONE/AREA AS SHOWN ON THE FIRE HYDRANT |
| | STANDARD DETAIL. |
| | |
| | *THERE IS A CALLOUT TO INSTALL NEW RPPA IF REQUIRED. |
| | CURRENT BACKFLOW ASSEMBLY IS NOT LEAD-FREE COMPLIANT |
| | AND WILL HAVE TO BE REPLACED WITH NEW LEAD-FREE, |
| | USC-APPROVED RP BACKFLOW ASSEMBLY IF RELOCATED. ALSO |
| | SPECIFY SIZE AS WILL HAVE TO BE LISTED BY SIZE ON AML |
| | SUBMISSION. |
| | |
| | -SHEET 19: |
| | |
| | *VERIFY PRIVATE FIRE SYSTEM WILL NOT CONTAIN ANY |
| | CHEMICAL ADDITIVES OR AUXILIARY WATER SOURCES SUCH AS |
| | WELLS. |
| | |
| | *ADD FLOW CALCULATIONS TO SHEET 19 AS DIRECTED IN NOTE |
| | 9 OF WPB STANDARD DETAIL WS5. |
| | |
| | *FOR PROPOSED 3 INCH RPPA, ADD FLOW CALCULATIONS AS |
| | DIRECTED IN NOTE 7 WPB STANDARD DETAIL WS7. |
| | |
| | *FOR PROPOSED 3 INCH WATER METER, ADD WORDING |
| | ???ABOVE-GROUND??? TO LABEL. IT SHOULD BE INSTALLED PER |
| | WPB STANDARD DETAIL WS3. THE LARGER WATER METERS AND |
| | BACKFLOW ASSEMBLIES CAN HAVE A LARGE FOOTPRINT. |
| | RECOMMEND ALLOWING PLENTY OF SPACE FOR THE BUILDOUT AND |
| | ALSO FOR ANY ADDED SCREENING BUSHES. |
| | |
| | *CALLOUT PIPE SIZE AND MATERIAL TYPE BETWEEN TEE AND |
| | FIRELINE POINT OF SERVICE GATE VALVE. |
| | |
| | *VERIFY 5/8??? SIZE PLUMBING PIPE. NOT SURE IF THAT |
| | SIZE COMMERCIALLY AVAILABLE. |
| | |
| | *5/8??? WATER METERS TYPICALLY HAVE 1 INCH TAP AND 1 |
| | INCH SERVICE LINE SIZE PER WS1 IF DISTANCE BETWEEN TAP |
| | AND METER IS UNDER 50 FEET. |
| | |
| | *CITY DOES NOT ALLOW PVC WATER SERVICES. REFER TO WPB |
| | STANDARD DETAILS AND AML FOR APPROVED MATERIAL. |
| | |
| | *CALLOUT HATCHED AREA NEAR 4 INCH TAPPED PLUG OR ADD TO |
| | A LEGEND. |
| | |
| | *THERE IS A CROSSING CALLOUT LISTING 9 INCH PVC. PLEASE |
| | VERIFY SIZE. |
| | |
| | *ADD NOTE THAT CONTRACTOR SUPPLIES AND INSTALLS BADGER |
| | METER STRAINER FOR LARGE METERED WATER SERVICE. |
| | |
| | -SHEET 20: |
| | |
| | *FOR PROPOSED BATHROOM METERED WATER SERVICE, EOR SAID |
| | WOULD ENGINEER BASED ON ASSUMPTIONS OF USAGE. ADD |
| | ASSUMPTIONS ON PLAN SHEET 20. |
| | |
| | -SHEET 3: |
| | |
| | *THERE IS CALLOUT FOR WATER METER SLIGHTLY SOUTHEAST OF |
| | EXISTING LIFT STATION. INSIDE THE UTILITY BOX THERE IS |
| | NO WATER METER. |
| | |
| | *THERE IS A CALLOUT FOR EXISTING BACKFLOW TO BE REMOVED |
| | IN LANDSCAPE ISLAND NORTHWEST OF EXISTING BUILDING. |
| | ADJACENT TO BACKFLOW IS A 1 INCH WATER METER AND BOX. |
| | IT IS FOR UTILITY ACCOUNT # 3918764610. |
| | |
| | *ADD NOTE FOR CONTRACTOR TO RETURN ANY REMOVED WATER |
| | METERS (INCLUDING FIRELINE DETECTOR METERS) TO CITY |
| | WPB. |
| | |
| | *THERE IS AN EXISTING 1.5 INCH METER (ACCOUNT # |
| | 7391158643) AT NORTH SIDE OF MINI GOLF AREA THAT HAS |
| | CALLOUT FOR REMOVE AND REPLACE. APPROX. HOW MANY FEET |
| | AWAY FROM THE 1.5 METER LOCATION WILL THE PROPOSED 2 |
| | INCH METER ON SHEET 18 BE? |
| | |
| | *THE EXISTING WATER METER SIZE FOR THE STEM BUILDING |
| | NEAR NORTH SIDE OF PROPERTY IS ?? INCH (ACCOUNT # |
| | 0598894091) |
| | |
| | *ADD THE PIPE SIZE AND MATERIAL TYPE OF WATER MAINS OR |
| | WATER SERVICES LABELED FOR REMOVAL. |
| | |
| | *EXISTING WATER METER AT SOUTH SIDE OF NORTHERN PARKING |
| | LOT IS 2 INCH SIZE. (ACCOUNT # 0922564610) |
| | |
| | -SHEET 26: |
| | |
| | *ADD MARKUP NOTE ON WS1 THAT DUAL CHECK IS NOT USED |
| | WHEN A BACKFLOW ASSEMBLY IS BEING INSTALLED. |
| | |
| | *ADD WPB STANDARD DETAIL WS6 TO SHEET. |
| | |
| | -CONFLICT BETWEEN UTILITIES AND TREE NEAR PROPOSED 3 |
| | INCH METER. COMPARE SHEETS LP10 AND ENGINEERING PLAN |
| | SHEET 19. IN RESUBMITTAL PACKAGE, PROVIDE REVISED |
| | LANDSCAPING PLAN SHOWING UPDATED UTILITY LOCATIONS AND |
| | ENSURE THAT THERE ARE NO CONFLICTS BETWEEN TREES, |
| | BUSHES, AND UTILITIES. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | DRAINAGE CALCULATIONS |
| | 1. EXPLAIN HOW THE SOIL STORAGE DEPTHS (1.88???, |
| | 6.08???, 1.17???) WERE DETERMINED. |
| | 2. PROVIDE EXISTING AND PROPOSED LAND USE MAPS |
| | SHOWING/OUTLINING THE DIFFERENT LAND USES LISTED IN THE |
| | CALCULATIONS INCLUDING THE TWO DIFFERENT EXISTING |
| | PERVIOUS AREAS AND TWO DIFFERENT PROPOSED IMPERVIOUS |
| | AREAS. |
| | 3. PROPOSED LAKE SURFACE AREA OF 1.01 ACRES IN THE |
| | DRAINAGE CALCULATIONS CONFLICTS WITH THE 0.92 ACRES OF |
| | EXPANDED POND LISTED ON THE MASTER PLAN, SHEET 7 OF 27. |
| | 4. EXPLAIN THE PURPOSE OF THE EXFILTRATION TRENCH. |
| | GIVEN THE LOW EXFILTRATION RATE OF 6.5 X 10-6 AND 75% |
| | OF THE TRENCH BELOW THE WATER TABLE, IT WOULD SEEM MORE |
| | ECONOMICAL TO EXPAND THE LAKE TO OBTAIN THE SAME |
| | STORAGE VOLUME (0.03 AC- FT OR ~1310 C.F.) THAT IS |
| | PROVIDED BY THE 648 LF OF 8 FT WIDE EXFILTRATION |
| | TRENCH. |
| | 5. DOES THE PROPOSED SITE STORAGE CALCULATIONS TAKE |
| | INTO ACCOUNT THE FILL FOR THE PARK???S RESTROOM? |
| | 6. PROVIDE THE SFWMD ERP MODIFICATION WHEN IT IS |
| | ISSUED. |
| | |
| | PLANS |
| | 1. ON EACH SHEET LABEL THE BOUNDARY LINES LISTED WITH |
| | BEARINGS AND DISTANCES. DO THEY IDENTIFY THE LEASE |
| | BOUNDARY? |
| | 2. ALL REFERENCES TO PROPERTY LINES SHOULD BE LABELED |
| | PROPERTY LEASE LINES IF APPLICABLE. |
| | 3. EXPLAIN THE LIMITS OF CONSTRUCTION LINE SHOWN ON |
| | SHEET 7 OF 27. THERE APPEARS TO BE IMPROVEMENTS SHOWN |
| | ON BOTH SIDES OF THE LINE. |
| | 4. REVIEW PREVIOUS SFWMD ERP PERMITS FOR DREHER PARK |
| | FOR DESIGN STORM PEAK STAGES. STRUCTURE A18 NEAR THE |
| | RELOCATED PLAY STRUCTURES AREA MAY FLOOD DURING THE |
| | 3-YEAR 1-DAY STORM. |
| | 5. LABEL THE DASHED LINE (LIMITS OF CONSTRUCTION?) |
| | WITHIN THE INTERIOR OF SHEETS 8 ??? 12 AND SHEETS 17 |
| | ??? 21. CHOOSE A DIFFERENT LINE TYPE FROM ONE USED FOR |
| | THE SHEET MATCHLINES. |
| | 6. PROVIDE PHASING PLANS FOR DEMOLITION AND |
| | CONSTRUCTION. |
| | 7. NUMBER THE REPLACEMENT DRAINAGE STRUCTURE SOUTH OF |
| | STRUCTURE C1 ON SHEET 9. |
| | 8. HOW DOES THE LOADING DOCK DRAIN? |
| | 9. HOW IS THE EXFILTRATION TRENCH BETWEEN C3 AND C1 |
| | SURCHARGED TO THE TOP OF THE TRENCH? IS THERE AN |
| | EXISTING WEIR IN THE EXISTING CATCH BASIN? |
| | 10. EXFILTRATION TRENCH DETAIL ON SHEET 13 LISTS |
| | SLOTTED RCP PIPE BUT DRAINAGE PLANS CALL OUT HDPE PIPE. |
| | 11. PROVIDE THE PIPE INVERT ELEVATION ON THE |
| | EXFILTRATION TRENCH DETAIL. |
| | 12. PROVIDE THE VERTICAL DATUM REFERENCE AND CONVERSION |
| | EQUATION TO NGVD1929 ON SHEETS 13, 15 AND 22. |
| | 13. PROVIDE A PRB DETAIL AND INCLUDE ON EVERY STRUCTURE |
| | CONNECTED TO EXFILTRATION TRENCH AND IN THE LAST |
| | STRUCTURE BEFORE DISCHARGE INTO THE LAKE SYSTEM TO KEEP |
| | FLOATABLES OUT OF THE LAKE. THE 12??? SUMP SHOWN ON THE |
| | FILTER FABRIC END CLOSURE DETAIL WILL NEED TO BE |
| | INCREASED. |
| | 14. REVISE TYPICAL PARKING SPACES STRIPING DETAIL ON |
| | SHEET 13 TO MATCH CITY CODE SECTION 94-485. (PARALLEL |
| | STRIPES SEPARATED BY 12 INCHES INSTEAD OF 2 INCHES AND |
| | THE ENDS OF THE STRIPES ARE CONNECTED WITH A 4-INCH |
| | STRIPE). |
| | 15. EXPLAIN THE 6??? AND 8??? DIMENSIONS ON THE LEFT |
| | SIDE OF THE RAISED SIDEWALK DETAIL ON SHEET 14. |
| | 16. PROVIDE THE CONVERSION EQUATION TO NGVD1929 ON |
| | SHEET 14. |
| | 17. TYPICAL SECTIONS F-F AND J-J: CONFIRM RETAINING |
| | WALL HEIGHT. MODIFY NOTE ON SHEET 9 IF MAX. WALL HEIGHT |
| | CHANGES. |
| | 18. TWO TYPICAL SECTION F-F SHOWN ON SHEET 15. |
| | 19. IDENTIFY WHERE TYPICAL SECTION P-P DETAIL FOR THE |
| | LAKE BANK IS SHOWN. |
| | 20. PROVIDE A CROSS SECTION THROUGH THE REFLECTION POOL |
| | FROM THE DOORS OF BUILDING 1 TO NEAR STRUCTURE A3. SHOW |
| | SURFACE FEATURES, GRADES, GENERAL SLOPES, ETC. |
| | 21. SHOW TURBIDITY FLOATING BARRIERS AROUND THE OUTFALL |
| | TO THE EXISTING RETENTION POND AND AROUND THE OUTFALL |
| | NORTH OF THE PROPOSED BATHROOM FACILITY. |
| | 22. SHEET 23 LIFT STATION PLAN: |
| | A. LIST VERTICAL DATUM AND CONVERSION EQUATION TO |
| | NGVD1929. |
| | B. REVIEW THE FLOOD ELEVATIONS IN THE MOPS PUMP STATION |
| | SCHEDULE |
| | C. PROVIDE MINIMUM ELEVATION FOR THE ELECTRICAL PANEL |
| | (BFE PLUS TWO FEET) SEE NOTE 8 IN THE MOPS PUMP STATION |
| | COMPLIANCE NOTES SECTION. |
| | D. WHO IS PROVIDING THE FLOATATION CALCULATIONS AND |
| | SIZING THE CONCRETE RING AROUND THE WETWELL. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | -SHOW ALL EXISTING VALVES AND APPURTENANCES WITHIN |
| | PROJECT LIMITS FOR BOTH WATER AND SEWER |
| | -SHOW ALL EXISTING AND PROPOSED DRY UTILITIES |
| | -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 |
| | -CONDITION OF EXISTING 8??? CAS WM UNKNOWN, MAY REQUIRE |
| | REPLACEMENT UPON EVALUATION/ASSESSMENT |
| | -SEPARATE TAPS FOR DOMESTIC, FIRE, IRRIGATION REQUIRED |
| | PER DETAIL WS-1 |
| | -PROVIDE PROFILES FOR WATER MAIN TO BE MAINTAINED BY |
| | WPB |
| | -DENOTE POINTS OF SERVICE FOR BOTH WATER AND SEWER |
| | -ANCHOR TEE REQUIRED FOR FIRE HYDRANTS PER DETAIL P-8 |
| | -DENOTE MEANS OF CONNECTION FOR 8??? EXTENSION (LINE |
| | STOP, INSERTION VALVE, ETC.) |
| | -CONDITION OF EXISTING VCP SEWER MAIN NEEDS TO BE |
| | CONSIDERED FOR DOGHOUSE MH |
| | -EXISTING SEWER INCORRECTLY LISTED AS PVC ON UTILITY |
| | SHEETS |
| | -COULD EXISTING WATER SERVICE BE RELOCATED TO AVOID |
| | CONFLICTS WITH EXISTING DRY UTILITIES? |
| | -DENOTE ALL WATER AND SEWER NOT TO BE MAINTAINED BY WPB |
| | AS ???PRIVATE??? AS REQUIRED |
| | -REFER TO DETAIL P-6 FOR PIGGING/FLUSHING, JUMPER |
| | ASSEMBLY AND SAMPLE POINT INSTALLATION |
| | -CALL OUT ALL PROPOSED FITTINGS, VALVES, CLEANOUTS, |
| | ETC. FOR BOTH WATER AND SEWER |
| | -ADD DIMENSION BETWEEN PROPOSED FORCE MAIN AND WATER |
| | MAIN |
| | -SANITARY LISTED AS ???9??? INCHES ON PROPOSED CROSSING |
| | OVER FORCE MAIN |
| | -CUT AND CAP ALL EXISTING SERVICES/LATERALS THAT ARE |
| | NOT TO BE USED |
| | |
