| 2023-03-24 07:51:02 | E22120042 - NORTHWOOD SQUARE INIT SUBMITTAL |
| | |
| | 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. 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. |
| | 3. PLEASE PROVIDE CALCULATIONS OF REVISED PERVIOUS AND |
| | IMPERVIOUS CALCULATIONS FOR THE PROPOSED IMPACTED |
| | AREAS. |
| | 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. 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. |
| | 6. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE |
| | ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM |
| | CITY RIGHT OF WAY. |
| | 7. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS, |
| | INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY |
| | PERSONNEL TO PROPOSED UTILITY WATER METERS. |
| | 8. 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. |
| | 9. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA |
| | AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE |
| | DESIGN ON ALL BACKFLOWS. |
| | 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 SHOW ROAD RIGHT OF WAY. |
| | 15. PLEASE PROVIDE SANITARY ELEVATIONS AT MANHOLE |
| | TIE-IN. |
| | 16. IF SANITARY LINES ARE PROPOSED IN ROW PLEASE SHOW |
| | ADJACENT SANITARY LATERAL LOCATIONS AND SHOW ADDRESSES |
| | OF ADJACENT PARCELS. |
| | 17. IF WATER LINES ARE BEING REPLACED IN ROW, SHOW |
| | ADJACENT PARCEL ADDRESSES. |
| | 18. 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. |
| | 19. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE |
| | STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC. |
| | 20. ERIC SCHNEIDER IN PLANNING ADVISES THAT BUILDING A |
| | ON THE CURRENT PLANS IN FOR ENGINEERING REVIEW DO NOT |
| | MATCH THE ???FINAL??? SITE PLAN. PLEASE ADVISE. |
| | 21. 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]: |
| | |
| | -ON DEMOLITION PLANS, FOR ANY METER THAT IS GOING TO BE |
| | REMOVED, THE METER BOX AND WATER SERVICE LINE SHOULD BE |
| | REMOVED ALSO. |
| | -CONFIRM WPB CRA APPROVES OF REMOVAL OF OLD CRA WATER |
| | SERVICES IN THE CONSTRUCTION AREA. |
| | -SHOW ALL FRANCHISE UTILITIES NEAR WORK AREAS. |
| | -PVC PIPE MATERIAL MAY NOT BE USED ON SMALL DIAMETER |
| | WATER SERVICES. CAN ONLY USE K COPPER OR POLY. SEE WPB |
| | STANDARD DETAILS AND APPROVED MATERIAL LIST. |
| | -SHEET C3.01: RELOCATE 8 INCH DDCA 50-60 FEET NORTH OF |
| | PROPOSED LOCATION. |
| | -PROVIDE SIGNED AND SEALED FIRE FLOW CALCULATIONS FOR 8 |
| | INCH DDCA ON SHEET C3.01 AS DIRECTED IN SD WS 5 NOTE 9. |
| | -VERIFY NO ADDED CHEMICALS IN PRIVATE FIRE SYSTEM AS |
| | WELL AS NO AUXILIARY WATER SOURCES SUCH AS WELLS |
| | ATTACHED. |
| | - SHEET C3.01: ATTEMPT TO RELOCATE 2 INCH METER TO |
| | GRASS NEAR TAP. BACKFLOW ASSEMBLY SHOULD BE ABLE TO BE |
| | INSTALLED NEAR IT ALONG THE BUILDING. |
| | -PVC CANNOT BE USED BETWEEN METER AND BACKFLOW |
| | ASSEMBLY. |
| | -ENSURE FDCS ARE ACCEPTABLE DISTANCE FROM FIRE |
| | HYDRANTS. |
| | -SHEET C3.01: 8 INCH FIRELINE CANNOT BE FED FROM 8 X 2 |
| | TAP. |
| | -SHEET C3.02: FIX LABEL FOR 8 INCH FIRELINE. IT SAYS 2 |
| | INCH PRIVATE WATER SERVICE. |
| | -PROVIDE FIRE FLOW CALCULATIONS FOR 8 INCH DDCA ON |
| | SHEET C3.02 AS DIRECTED IN SD WS 5 NOTE 9. |
| | -PROVIDE PROFILES FOR ALL PROPOSED FIRELINES, WATER |
| | SERVICES, AND FIRE HYDRANTS LINES. |
| | -SHEET C3.02: CALLOUT CROSSING OF FIRE HYDRANT PIPE AND |
| | STORM PIPE. |
| | -ADD RP TO DOMESTIC BACKFLOW ASSEMBLY LABELS. |
| | -SHEET C3.03: PROVIDE SIGNED AND SEALED FLOW |
| | CALCULATIONS FOR 6 INCH WATER METER AS DIRECTED IN SD |
| | WS 3 NOTE 2. |
| | -ADD MARKUP NOTE TO SD WS1 THAT DUAL CHECK IS NOT USED |
| | WHEN THERE IS A BACKFLOW ASSEMBLY. |
| | -SHEET C3.03: CALLOUT MINIMUM 18 INCHES BETWEEN TAPS. |
| | -PROVIDE FIRE FLOW CALCULATIONS FOR 8 INCH DDCA ON |
| | SHEET C3.03 AS DIRECTED IN SD WS 5 NOTE 9. |
| | -ON DEMO PLAN, SHOW EXISTING SEWER LATERAL FOR PARCEL |
| | 12 BUILDING BETWEEN 23RD ST. AND NORTHWOOD RD. ALSO |
| | SHOW ANY EXISTING SEWER LATERALS ATTACHED TO THE |
| | SANITARY MAIN PROPOSED TO BE REMOVED ON 23RD ST. |
| | -SHOW ALL EXISTING WATER SERVICES COMING OFF WATER MAIN |
| | TO BE REMOVED ON 23RD ST. ON DEMO PLAN AS WELL AS ON |
| | UTILITY PLAN. THERE MAY BE SOME FOR NEIGHBORING |
| | PROPERTIES. |
| | -SHOW AND LABEL SAMPLE POINTS IF ANY ARE NEEDED OR |
| | REQUIRED. |
| | -FLOW TESTS ARE REQUIRED ON FIRE HYDRANTS AFTER |
| | INSTALLATION. CONSIDER ADDED NOTE TO PLAN SET. |
| | -IS A HEALTH PERMIT NEEDED OR REQUIRED? |
| | -ADD WPB STANDARD DETAIL GS5 TO PLAN SET. |
| | -PROVIDE FIRE FLOW CALCULATIONS FOR 8 INCH DDCA ON |
| | SHEET C3.04 AS DIRECTED IN SD WS 5 NOTE 9. |
| | -C3.04: TRANSFORMER SLIGHTLY ENCROACHES INTO SIDEWALK. |
| | CAN IT BE ADJUSTED OUT OF SIDEWALK? |
| | -SHEET C3.04: CANNOT USE PVC FOR 4 INCH WATER MAIN. |
| | WOULD HAVE TO BE DIP. ALSO CHECK WITH RICKY ELIZONDO IF |
| | SHOULD BE 4 INCH OR UPSIZED LARGER. LASTLY, CLEARLY |
| | SHOW AND LABEL PIPE CONTINUATION WEST OF THE 77 LF OF |
| | WM. |
| | -DID NOT SEE METERED WATER SERVICE FOR BUILDING C |
| | NORTH. IS ONE MISSING? |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. ON ALL PLAN SHEETS, SHOW AND LABEL PROPOSED RIGHT OF |
| | WAY/PROPERTY LINES AT THE LIMITS OF RIGHT-OF-WAYS TO BE |
| | ABANDONED. |
| | |
| | 2. REVISE EXISTING DRAINAGE LAYOUT AT THE SOUTHEAST |
| | CORNER OF 24TH STREET AND BROADWAY AVE. THE P-6 INLET |
| | ON THE SOUTH SIDE OF 24TH STREET IS CONNECTED TO A |
| | MANHOLE STRUCTURE IN THE LANDSCAPE AREA BEHIND THE |
| | INLET. THE MANHOLE IS CONNECTED TO THE MANHOLE IN THE |
| | NORTHBOUND LANE OF BROADWAY AVE. REMOVE THE PIPE SHOWN |
| | BETWEEN THE WEST MANHOLE AND THE INLET. SHOW EXISTING |
| | PIPING AND CURB INLET (STRUCTURE #S-2A IN THE SNIPPET |
| | BELOW) LOCATED AT THE WEST END OF THE ON-STREET PARKING |
| | ON THE SOUTH SIDE OF 24TH ST. KHA WAS THE EOR FOR THE |
| | 24TH ST AND 25TH ST PROJECT IN 2008. FOR DRAWINGS, |
| | PLEASE SEE REVIEW COMMENTS FROM EMAIL 3/24/23. |
| | |
| | |
| | |
| | |
| | 3. REVIEW EXISTING DRAINAGE LAYOUT ON NORTHWOOD ROAD |
| | EAST OF BROADWAY AVE. FOR DRAWINGS, PLEASE SEE REVIEW |
| | COMMENTS FROM EMAIL 3/24/23. |
| | |
| | |
| | 4. SHEET C0.01 |
| | A. PAVING, GRADING AND DRAINAGE NOTES #1 |
| | - CHANGE OR PROVIDE SIMILAR NOTE FOR CITY???S |
| | RIGHT-OF-WAY |
| | |
| | 5. SHEETS C1.03, C1.04 |
| | A. CALLOUT/HATCH THE REMOVAL OF THE STORM PIPES AND |
| | STRUCTURES ON THE NORTH AND SOUTH SIDES OF NORTHWOOD |
| | ROAD. |
| | |
| | 6. SHEET C1.53 |
| | A. SHOW EXISTING CURB AND GUTTER ON THE SOUTH SIDE OF |
| | 23RD ST. ADJUST CURB RAMP. |
| | B. CAN THE TWO PARKING SPACES ON EACH SIDE OF PINEWOOD |
| | AVE BE SHIFTED NORTH SO THAT THE STOP SIGN CAN BE |
| | INSTALLED CLOSER TO THE ROAD? |
| | C. IDENTIFY THE TYPE OF CURBING AT THE ENDS OF THE |
| | TWO-PARKING SPACE AREA ON THE EAST SIDE OF PINEWOOD |
| | AVE. |
| | D. CONFIRM STOP SIGN IS NEEDED FOR WESTBOUND 23RD ST AT |
| | THE START OF THE RAILROAD PAVEMENT MARKING. |
| | |
| | 7. SHEET C1.54 |
| | A. ADD LEFT ARROW PAVEMENT MARKING AND LEFT TURN ONLY |
| | SIGN TO THE STOP SIGN FOR EAST BOUND TRAFFIC ON 23RD |
| | ST. AT BROADWAY AVE. WILL ADVANCED WARNING SIGN BE |
| | NEEDED? |
| | B. CONSIDER MOVING THE WESTBOUND STOP BAR CLOSER TO THE |
| | PEDESTRIAN CROSSWALK AND EXTENDING THE LANDSCAPE |
| | BULBOUT TO THE WEST. |
| | C. ADD STOP SIGN FOR WESTBOUND 23RD STREET TRAFFIC AT |
| | BROADWAY AVE. |
| | D. CALLOUT THE PAVEMENT MARKINGS BETWEEN NORTHBOUND AND |
| | SOUTHBOUND TRAVEL LANES OF BROADWAY AVE. NORTH OF |
| | NORTHWOOD ROAD. |
| | |
| | 8. CALLOUT STRIPING FOR PARKING SPACES. |
| | |
| | 9. PAVING ANG DRAINAGE PLANS |
| | |
| | A. INDICATE DIRECTION OF INVERT ELEVATIONS AT DRAINAGE |
| | STRUCTURES INSTEAD OF IN AND OUT CALLOUTS. IT WILL MAKE |
| | LABELING THE AS-BUILT ELEVATIONS EASIER. THE IN AND OUT |
| | DIRECTIONS ARE NOT DEFINED. |
| | |
| | 10. SHEET C2.01 |
| | A. ADD SECTIONS I-I AND J-J TO THE SHEET. |
| | |
| | 11. SHEET C2.02 |
| | A. NUMBER THE DRAINAGE MANHOLE EAST OF STRUCTURE EX. 7. |
| | THE RIM ELEVATION FOR THE STRUCTURE WILL NEED TO BE |
| | ADJUSTED BECAUSE THE GRADING PLAN SHOW ELEVATION 15.48 |
| | EIGHT FEET FROM THE STRUCTURE. |
| | B. STRUCTURE ST-15A IS SHOWN AS A MANHOLE. THE CONTROL |
| | STRUCTURE DETAIL ON SHEET C2.12 IS DRAWN WITH A GRATE |
| | INSTEAD OF MANHOLE FRAME AND COVER. |
| | |
| | 12. SHEET C2.03 |
| | A. REVIEW RIM ELEVATION OF 15.90 FOR STRUCTURE EX. 5. |
| | IT IS HIGHER THAN THE PROPOSED EP GRADE OF 15.63 AT THE |
| | CORNER CURB RAMP. |
| | |
| | 13. SHEET C2.04 |
| | A. SECTION G-G IS SHOWNSOUTH OF THE ALLEY. THE SECTION |
| | DETAIL ON SHEET C2.09 CALLS OUT THE ALLEY AND DOES NOT |
| | SHOW THE TYPE D-CURB ON THE RIGHT SIDE OF THE SECTION. |
| | B. THE PIPE BETWEEN STRUCTURES ST-33 AND ST-27 IS SHOWN |
| | WITH EXFILTRATION TRENCH BUT THE TRENCH LENGTH IS NOT |
| | CALLED OUT. |
| | |
| | 14. SHEET C2.05 |
| | A. STEEP LONGITUDINAL SLOPE (UP TO 3.2%) NORTH OF |
| | STRUCTURES ST-1 AND ST-3. CAN THESE STRUCTURES BE |
| | LOWERED AND THE PARKING SPACE CROSS SLOPE INCREASED IN |
| | ORDER TO FLATTEN THE EP SLOPE NORTH OF THE STRUCTURES? |
| | |
| | 15. SHEET C2.06 |
| | A. CONFIRM SPOT GRADE OF 15.83 SOUTH OF STRUCTURE EX.2. |
| | THERE IS A SPOT GRADE OF 16.64 31 FEET TO THE WEST AND |
| | A SPOT GRADE OF 16.80 11 FEET TO THE SOUTHEAST. |
| | B. CURB LINE MISSING ALONG THE BACK OF THE ON-STREET |
| | PARKING ON THE WEST SIDE OF BROADWAY AVE. |
| | C. CONFIRM THE (EP?) SPOT GRADE OF 15.57 EAST OF |
| | STRUCTURE ST-38 (WITH RIM ELEVATION 15.65). THE TRAVEL |
| | LANE IS SLOPED AWAY FROM THE DRAINAGE STRUCTURE. |
| | D. CONFIRM PROPOSED RIM ELEVATION OF 14.94 FOR |
| | STRUCTURE EX. 3. THE PAVEMENT CROSS SLOPE WILL EXCEED |
| | 5% DOWN TO THE SPOT GRADE OF 14.35 AT THE EP. |
| | |
| | 16. SHEET C2.08 |
| | A. REVIEW DROP CURB LONGITUDINAL SLOPES ARE MINIMUM |
| | 0.15%, 0.30% PREFERRED MINIMUM. |
| | |
| | 17. SHEET C2.09 |
| | A. SECTION D-D SHOWS DROP CURB LOWER THAN THE EXISTING |
| | GRADE. THE GRADING PLAN SHOWS THE PROPOSED DROP CURB |
| | ABOUT 1 FOOT HIGHER THAN EXISTING GRADES. ALTHOUGH THE |
| | SECTION IS NOTED AS NTS, THESE ARE ELEVATION GRID LINES |
| | PROVIDED AND THE DROP CURB APPEARS TO BE DRAWN AT |
| | ELEVATION 14.6 AND THE TOP OF D-CURB AT ELEVATION 15.0. |
| | THE GRADING PLAN SHOWS APPROX. ELEVATIONS OF 15.65 AND |
| | 16.35 RESPECTIVELY. THE EXISTING GRADE AT THE DROP CURB |
| | LOCATION IS APPROXIMATELY 14.65. |
| | B. HOW WILL BROADWAY AVE BE GRADED/SLOPED? |
| | C. THE GRADING PLAN SHOWS PROPOSED SPOT GRADES AT THE |
| | PROPOSED DROP CURBS ABOUT 1 FOOT HIGHER THAN EXISTING |
| | GRADES AT THE SECTION E-E LOCATION. |
| | D. EXTEND THE WEST SIDE OF SECTION F-F TO 5 FEET BEYOND |
| | THE HARDSCAPE AREA. |
| | E. SECTION H-H CALLS OUT MAX. 2% SLOPE FOR PARKING ON |
| | RIGHT SIDE OF SECTION. THE GRADING PLAN MAY CREATE |
| | SLOPES STEEPER THAN 2%. |
| | |
| | 18. SHEET C2.11 |
| | A. SPECIFY SUPERPAVE INSTEAD OF S-III ASPHALT MIXTURE. |
| | |
| | 19. SHEET C2.12 |
| | A. CONTROL STRUCTURE ST-34 DETAIL |
| | I. OUTFLOW PIPE LABELED AS 18???. SHEET C2.04 CALLS OUT |
| | 15??? RCP. |
| | B. WEIR PLATE IS DIMENSIONED AS 4 FEET WIDE BUT THE |
| | STRUCTURES ARE 4??? 10??? WIDE. |
| | C. WEIR PLATE IS SHOWN WITH A 2-FT DIAMETER HOLE AT |
| | INVERT ELEVATION 14.00 FT NAVD, PUTTING THE TOP OF THE |
| | PLATE ABOVE ELEVATION 16.0 FT NAVD. ADVISE HOW THIS |
| | WEIR PLATE WILL FIT IN STRUCTURES ST-28 (GRATE ELEV. = |
| | 15.41 FT NAVD) AND ST-37 (GRATE ELEV. = 15.97 FT NAVD). |
| | |
| | 20. SHEET C3.07 |
| | A. CONFLICT #45 INFORMATION NOT LISTED. IT IS SHOWN ON |
| | SHEET C3.01. |
| | |
| | 21. SHEET C2.10 |
| | A. PROVIDE TOP AND BOTTOM ELEVATIONS AND WIDTH ON THE |
| | EXFILTRATION TRENCH DETAIL ST-8. |
| | |
| | 22. PROVIDE DRAINAGE CALCULATIONS FOR REVIEW. |
| | |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | SHEET C1.01 |
| | -DENOTE WHETHER EXISTING MANHOLE IS TO REMAIN ON |
| | INTERSECTION OF 25TH STREET AND PINEWOOD. |
| | -SHOW LATERALS/SERVICE LINES BEING REMOVED AS PART OF |
| | DEMOLITION |
| | -BOLDED POTION OF WATER MAIN NOT CROSSED OFF ON 25TH |
| | STREET IS LABELED AS EXISTING 8??? DIP, ACTUALLY |
| | 6???CICL |
| | |
| | SHEET C1.02 |
| | -BOLDED PORTION OF WATER MAIN ON 25TH STREET SHOULD BE |
| | CROSSED OFF |
| | -CONFIGURATION OF EXISTING WATER MAIN SHOWN ON 24TH |
| | STREET DOES NOT MATCH RECORDS. (16??? IS CONNECTED VIA |
| | VALVE TO SOUTH, NOT ON THE CROSS) |
| | |
| | SHEET C1.04 |
| | -SPECIFY EXTENTS WATER MAIN REMOVAL IN THE ALLEY |
| | -IS THE SEWER MAIN REMOVAL ON 23RD STREET UP TO THE |
| | MANHOLE? PLEASE SPECIFY |
| | -SHOW SERVICE LINES AND LATERALS BEING REMOVED |
| | (SERVICES APPEAR TO BE MISSING ON 23RD STREET) |
| | |
| | SHEET C3.01 |
| | -DEFINE MEANS OF CONNECTION FOR PROPOSED FORCE MAIN TO |
| | EXISTING SYSTEM |
| | -FORCE MAIN WAS AGREED TO BE UPSIZED TO 20??? PER PRIOR |
| | CONVERSATION |
| | -LOOK TO CITY DETAIL P-6 FOR VALVE CONFIGURATIONS |
| | NEEDED FOR CONNECTION TO EXISTING WATER SYSTEM IN ORDER |
| | TO CONDUCT TESTING |
| | -DETAIL FOR PROPOSED FIRE LINE TAPPING OFF OF 25TH |
| | STREET IS LABELED INCORRECTLY |
| | -DEFINE PRIVATE SEWER SYSTEM (AND DENOTE ALL |
| | APPURTENANCES TO IT AS PRIVATE AS WELL) |
| | -DENOTE DOMESTIC BACKFLOW ASSEMBLY FOR 2??? LINE AS |
| | ???RPPA (USC APPROVED) |
| | -A ???DOMESTIC BACKFLOW ASSEMBLY??? CALL OUT IS |
| | POINTING TO FIRE LINE |
| | |
| | SHEET C3.02 |
| | -FIRE HYDRANT INSTALLATION WILL REQUIRE AN ANCHOR TEE |
| | (25TH STREET) |
| | -A SECOND GATE VALVE WILL BE REQUIRED FOR THE PROPOSED |
| | HYDRANT |
| | -MORE DESCRIPTION NEEDED FOR FIRE LINE CONNECTION TO |
| | MAIN RUNNING EAST/WEST ON 25TH STREET |
| | -MANHOLE SS-5???S SOUTHERN INVERT WILL REQUIRE A DROP. |
| | ADD THIS NOTE TO PLANS AND DROP DETAIL FROM CITY |
| | STANDARDS TO PLANS. |
| | -CAP/PLUG FOR WATER MAIN RUNNING EAST/WEST ON |
| | PASEO/24TH NOT CALLED OUT. |
| | -PLEASE ADD A CLEANOUT ALONG PROPERTY LINE FOR RUN OF |
| | SEWER ON PASEO/24TH STREET |
| | -PER FDOH, PLEASE ADD NOTES ON ALL SHEETS VTO REFLECT |
| | THE FOLLOWING: |
| | 1. CONTRACTOR WILL BE IN COMPLIANCE WITH AWWA C651 |
| | 4.6.2 SAMPLING REQUIREMENTS FOR |
| | CONNECTIONS GREATER THAN 18FT |
| | 2. DEADENDS GREATER THAN 20FT WILL REQUIRE A SAMPLE |
| | POINT |
| | -EXISITING GATE VALVES ARE NOT REFLECTED ON CROSS AT |
| | INTERSECTION OF 25TH STREET AND BROADWAY |
| | |
| | SHEET C3.03 |
| | -LABEL SEWER AS PRIVATE AS NECESSARY |
| | -ELABORATE ON MEANS OF CONNECTION BETWEEN EXISTING AND |
| | PROPOSED FORCE MAIN. |
| | -SEE DETAIL P-6 FOR MEANS OF CONNECTION BETWEEN |
| | EXISTING AND PROPOSED WATER SYSTEMS FOR TESTING |
| | |
| | SHEET C3.04 |
| | -PROPOSED 4??? LINE CANNOT BE PVC |
| | -LABEL DOMESTIC BACKFLOW ASSEMBLIES AS RPPA (USC |
| | APPROVED) |
| | -PROPOSED TEE ON BROADWAY AND PASEO/24TH NOT LABELED |
| | -SHOW MORE CLARITY WITH SEWER RUN ON 23RD STREET. |
| | EXISTING LINE WAS SHOWN FOR REMOVAL ON THE DEMOLITION |
| | PLAN |
| | |
| | SHEET C3.05 |
| | -23RD STREET PROFILE NEEDS TO BE SHOW UP TO THE GATE |
| | VALVE |
| | -PROPOSED 8??? TAP IS NOT CALLED OUT |
| | -PROPOSED 2??? TAP NOT SHOWN |
| | -BROADWAY PROFILE DOES NOT HAVE VERTICAL BENDS CALLED |
| | OUT. DO SO FOR BOTH PLANS AND PROFILE |
| | -CALL OUT BOTH ENDS OF PROFILE AS 24???X24??? TEE |
| | -PROVIDE SCALE FOR PROFILES |
| | -NEED A PROFILE VIEW FOR 25TH STREET AND ALLEY WATER |
| | MAIN IMPROVEMENTS |
| | -PROFILE VIEW FOR FORCE MAIN IS NEEDED |
| | |
| | SHEET C3.06 |
| | -PIPE MISSING BETWEEN MANHOLES ON PINEWOOD AVENUE SEWER |
| | PROFILE |
| | -SHOW PROPERTY LINE ON 24TH STREET/PASEO PROFILE VIEW |
| | -CALL OUT MANHOLE DROP FOR MANHOLE SS-5 ON BROADWAY |
| | SEWER PROFILE |
| | -PROPOSED SEWER SYSTEM MAY NEED TO BE REASSESSED AS IT |
| | APPEARS TOO LOW TO CONNECT TO EXISTING MASTER SYSTEM |
| | PROPERLY |
| | |
| | SHEET C3.07 |
| | -DOUBLE CHECK THE LISTED PIPES FOR EACH OF THE |
| | UTILITIES CROSSINGS. (FOR EXAMPLE, CROSSING 12 |
| | MISLABELS A 6??? SEWER LATERAL AS A 14??? SEWER PIPE) |
| | |
| | SHEET C3.11 |
| | -DETAIL P-3 NEEDS TO BE ADDED (JUMPER ASSEMBLY FOR |
| | TESTING) |
| | |
| | SHEET C3.12 |
| | -ADD DETAIL GS-4 FOR DROP MANHOLE |
| | -ADD DETAIL GS-5 FOR CONSTRUCTION GUIDANCE FOR LATERAL |
| | INSTALLATION |
| | |
| | |
| | |
| | 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] |
| | |
