Plan Review Details - Project E21080001
Plan Review Stops For Project E21080001
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 10-22-2021 Cont ID  
Sent By rrossano Date 10-22-2021 Time   Rev Time 0.00
Received By rrossano Date 10-22-2021 Time   Sent To  
Notes
2021-10-22 13:45:51COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 PASSED WITH PROVISOS:
 -SMALL METERED IRRIGATION WATER SERVICE IS NOW MISSING
 FROM SHEET C3.0. IS IT NOT NEEDED ANYMORE?
 -THE METERS AND BACKFLOWS IN DETAIL AREA A SHEET C3.0
 ARE NOT MATCHING UP CORRECTLY WITH THE LABELS. THEY ARE
 SWITCHED. PLEASE CORRECT.
 NO COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120.
  
 COMMENTS FROM MIKE TECHNOW, PUBLIC UTILITIES ENGINEER,
 [email protected], 561-494-1047:
  
 -SHEET C3.2 PRINTING IS TOO LIGHT AND NOT LEGIBLE.
 PLEASE DARKEN A LITTLE.
 -SHEET C3.2 CALL FOR 18? BETWEEN TAPPING TEES.
 -SHEET C6.3 ONLY NEED 12? VERTICAL SEPARATION WHEN THE
 WM CROSSES UNDER.
 -CHANGE ?BROWARD? TO CITY OF WEST PALM IN ALL GENERAL
 NOTE SECTIONS.
 -ADD NOTE THAT CONNECTION WILL BE MADE AFTER APPROVAL
 AND FDOH RELEASE.
  
 COMMENTS FOR THE MAINTENANCE BUILDING ON SHEETS C3.4
 AND C3.5:
 -SHOW PROFILE OF WM FROM TAP TO POINT OF SERVICE. SHOW
 UTILITY CROSSINGS ON PROFILE (GAS MAIN).
 -CALL OUT SIZE AND MATERIAL OF EXISTING WM TO BE TAPPED
 ON GREGORY ROAD.
 -CALL OUT MINIMUM DISTANCE BETWEEN FEC RIGHT OF WAY AND
 6? WM.
 -LABEL FEC RIGHT OF WAY.
 -ADD NOTE TO RESTORE GRAVEL ROAD.
 -CALL OUT 6? FIRE LINE AND 2? WM AS ?PRIVATE?.
 -REMOVE ?BROWARD? FROM NOTES.
 -ADD NOTE THAT PRESSURE AND LEAKAGE TEST MAY BE DONE ON
 A MAXIMUM OF 1500 LF OF PIPE.
 -NOTE THAT FAC CALLS FOR A MAXIMUM DISTANCE OF 1,200 LF
 FOR SAMPLE POINTS/BAC?T.
 - REFER TO THE LATEST REVISION OF PRESSURE PIPE DETAIL
 P6 AND P6.1
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 09-22-2021 Cont ID  
Sent By rrossano Date 09-22-2021 Time   Rev Time 0.00
Received By rrossano Date 09-22-2021 Time   Sent To  
Notes
2021-09-22 13:31:07E21080001 ? WPB GOLF COURSE, 7201-7301 GEORGIA AVE. -
 8-25-2021 SUBMITTAL
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 LABEL THE GATE VALVES IMMEDIATELY UPSTREAM OF DCDA?S AS
 POINT OF SERVICE. RESPONSE: THE GATE VALVES FOR THE
 DCDA?S HAVE BEEN ADDED TO THE PLANS, REFER TO SHEETS
 C3.0?C3.2.
 FOLLOWUP: ADJUST THE LABELING TO THE NEXT GATE VALVE
 EAST ON BOTH. SECOND GATE VALVES FROM THE WATER MAIN
 SHOULD BE THE POINT OF SERVICE.
 DETAIL/LABEL THE TRANSITION UPSTREAM OF THE 3 INCH
 METERS AND DOWNSTREAM OF THE TAPPING VALVES. RESPONSE:
 THE TRANSITION HAS BEEN LABELED, REFER TO SHEET C3.2.
 FOLLOWUP: WAS LOOKING FOR INFORMATION ON THE PIPE
 MATERIAL (DIP) AND OFFSETS (LOOKS LIKE 45S). PLEASE ADD
 CALLOUT/LABEL.
 MAINTENANCE BUILDING WATER PLAN NEEDS TO BE REDESIGNED.
 16 INCH WATER MAIN WHERE 6 INCH FIRE MAIN IS PROPOSED
 CANNOT BE USED.
 CLOSEST TAP LOCATION WOULD BE GREGORY/GEORGIA FOR
 ADDITIONAL WATER SERVICES. FIRE HYDRANT NEAR BUILDING
 WOULD BE PRIVATE AND DOWNSTREAM OF A DCDA. WATER METERS
 WOULD BE ADJACENT GEORGIA/GREGORY
 RESPONSE: THIS ITEM HAS BEEN DISCUSSED FURTHER WITH
 WEST PALM BEACH STAFF AND WE ARE LOOKING INTO COST
 SAVING OPPORTUNITIES TO AVOID HAVING TO RUN A 2? AND 4?
 LINE FROM GREGORY/GEORGIA ALL THE WAY TO THE
 MAINTENANCE BUILDING (APPROXIMATELY 200FT.).
 FOLLOWUP: NOT SATISFIED. SUBMITTED PLAN LOOKS ROUGHLY
 THE SAME. PLEASE SUBMIT NEW PLAN.
 NEW COMMENTS:
 -CHECK THE LOS ANALYSIS FOR THE OFFICE WATER AND SEWER.
 THE CANNOT REPRODUCE THE CALCULATIONS USING THE
 INFORMATION SHOWN. NOT SURE IF TYPO OR PART OF EQUATION
 MISSING.
 -SHEET C5.3 WATER SYSTEM NOTES TALKS ABOUT CITY OF FT.
 LAUDERDALE. PLEASE EDIT.
  
  
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120:
  
 1. UNLESS INDICATED ELSEWHERE, FOR THE PGD SHEETS,
 INDICATE WHICH EXFILTRATION DETAIL ON SHEET C4 IS TO BE
 FOLLOWED FOR THE EXFILTRATION TRENCHES SHOWN ON THE PDG
 SHEET. THIS CAN BE: (A) A GENERAL NOTE ON EACH SHEET IF
 ALL EXFILTRATION TRENCHES ARE TO BE CONSTRUCTED PER ONE
 PARTICULAR DETAIL; (B) PUT THE PARTICULAR OR CUSTOMIZED
 EXFILTRATION TRENCH DETAIL ON THE PGD SHEET IF THERE IS
 ROOM; OR (C) LABEL EACH EXFILTRATION TRENCH ON THE PGD
 PLANS AS 5? X 6?, 4? X 6? OR 4? X 4?. NOTE THE PIPE
 INVERT ELEVATIONS FOR THE EXFILTRATION TRENCHES ON
 SHEETS C2.3 AND C2.4 DO NOT MATCH ANY OF THE PIPE
 INVERTS SHOWN IN THE THREE EXFILTRATION TRENCH DETAILS
 ON SHEET C4.
  
 2. AT THE MAINTENANCE BUILDING, IS THE INTENT TO HAVE
 THE FLOW FROM THE BUBBLE UP STRUCTURE CB#4 FLOW OVER
 THE TOP OF BERM AND INTO THE C-51 CANAL? IS THERE ANY
 STORAGE PROVIDED AT CB#4?
  
 COMMENTS FROM MIKE TECHNOW, PUBLIC UTILITIES ENGINEER,
 [email protected], 561-494-1047:
  
 -SHEET C3.1 ADD MATCH LINE.
 - ADD NOTE THAT THIS PROJECT IS WITHIN LS 3 SERVICE
 BOUNDARY.
 -SHOW PROFILE OF POINT OF SERVICE & WATER MAIN OFFSET.
 -ON SHEET C6.3 SHOW WM UNDER 8? WW WITH MIN. 12?
 VERTICAL SEPARATION.
 -PLEASE REVISE PLANS ONCE SOFT DIG INFORMATION IS
 AVAILABLE PRIOR TO CONSTRUCTION STARTING.
 -ADD NOTE ON SHEET C3.2 TO RESTRAIN 8? WM ON EACH SIDE
 AS REQUIRED (TYPICAL).
 -CHECK LOCATION OF NEAREST VALVE, MAY HAVE TO ADD TWO
 INSERTION VALVES OR TWO LINE STOPS AND GATE VALVE.
 -IN ?WATER SEWER NOTES? REMOVE BROWARD COUNTY AND
 REPLACE WITH PALM BEACH AND CITY?S STANDARDS.
 -ADD NOTE REQUIRING BAC-T TEST.
 -PROVIDE POST CCTV ON SEWER.
 -REMOVE NON-CITY APPROVED DETAILS.
 -ADD PROFILE FOR ANY PIPE THE CITY WILL OWN & MAINTAIN.
 FROM TAP TO POINT OF SERVICE.
 -TIE IN WITH 16? TRANSMISSION MAIN MUST BE COORDINATED
 WITH WATER PLANT. MUST BE DOWN DURING LOW FLOW PERIOD.
  
 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]
  
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 08-17-2021 Cont ID  
Sent By RROSSANO Date 08-17-2021 Time   Rev Time  
Received By rrossano Date 08-17-2021 Time   Sent To  
Notes
2021-08-17 10:58:26RICK 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. PLEASE SHOW PROPOSED LOCATIONS AND DIMENSIONS OF ALL
 WATER, STORMWATER, AND SANITARY AND SEWER LINES,
 INCLUDING STUBS TO EACH PROPERTY LINE FOR WATER AND
 SANITARY SEWERS, THE MAKE AND MODEL OF ALL VALVES,
 METERS, AND OTHERS 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. 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.
 ADDITIONALLY, 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.
 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 LABEL DEDICATED UTILITY EASEMENTS 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.
 10. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE
 DESIGN ON ALL BACKFLOWS.
 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. PLEASE PROVIDE PROFILES OF WATER AND SEWER IN ROW
 AND SHOW ANY CROSSINGS/CONFLICTS.
 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. WHEN 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 ADD PROJECT ADDRESS TO COVER SHEET.
 20. 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, 561-494-2262 OR
 [email protected]:
  
 -NORTH-SOUTH DIMENSION OF 3INCH AND 4INCH METERS LOOK
 TOO SMALL. THERE IS A LARGE UNDERGROUND MAINTENANCE
 BYPASS. PLEASE MAKE SURE WATER PLAN ACCURATELY DEPICTS
 THE FOOTPRINT. MAY NEED TO ADJUST IRRIGATION SERVICE
 SLIGHTLY SOUTH TO MAKE ROOM.
  
 -ON THE WATER PLANS CALLOUT SOME DISTANCES BETWEEN
 PIPES WHERE THEY ARE CLOSE TOGETHER. IT IS HARD TO TELL
 FROM THE SCALE.
  
 -LABEL THE GATE VALVES IMMEDIATELY UPSTREAM OF DCDA?S
 AS POINT OF SERVICE.
  
 -SHOW AND LABEL ALL EXISTING GATE VALVES ON 16 INCH AND
 8 INCH WATER MAINS ON GEORGIA AVE.
  
 -MULTIPLE LINESTOPS OR INSERTION VALVES MAY BE REQUIRED
 FOR THE WATER MAIN REROUTINGS.
  
 -ADD GATE VALVE AT SOUTH SIDE OF 16 INCH WATER MAIN
 REROUTE BETWEEN EXISTING MAIN AND 45. ADD GATE VALVE
 ACROSS GEORGIA AVE AT SIMILAR LOCATION FOR THE 8 INCH
 WATER MAIN REROUTE.
  
 -ADD DIP TO LABELS FOR THE NEW 16 INCH AND 8 INCH WATER
 MAINS ON GEORGIA AVE.
  
 -C3.2. CHECK THE DESIGN AND LABELING FOR THE FIRE AND
 DOMESTIC ALONG THE NORTH RUN FROM EAST TO WEST. LOOKS
 LIKE THE LINES AND BRANCHES ARE GETTING TRANSPOSED AND
 MISLABELED.
  
 -SHOW THE ICONS FOR THE LARGE METER BACKFLOW ASSEMBLIES
 SIMILARLY. THE NORTH ONE DOES NOT DEPICT THEM WELL LIKE
 THE SOUTHERN ONES.
  
 -DETAIL/LABEL THE TRANSITION UPSTREAM OF THE 3 INCH
 METERS AND DOWNSTREAM OF THE TAPPING VALVES.
  
 -DEMO PLAN APPEARS TO SHOW WORK ENCROACHING ON PALM
 BEACH COUNTY PROPERTY. VERIFY THAT IS ALRIGHT.
  
 -LABEL WATER SERVICE PIPING UPSTREAM OF IRRIGATION
 METER WITH PIPE SIZE AND MATERIAL TYPE.
  
 -ADD RP TO LABEL FOR IRRIGATION BACKFLOW.
  
 -C3.3 ADD RP TO LABEL FOR 2.5INCH BACKFLOW.
  
 -CANNOT LOCATE MANY CLEANOUTS. MAKE SURE ALL SEWER
 LATERAL CLEANOUTS ARE SHOWN AND LABELED. SPECIFICALLY
 CHECK THE FAR NORTHWEST BUILDING.
  
 -MAINTENANCE BUILDING WATER PLAN NEEDS TO BE
 REDESIGNED. 16 INCH WATER MAIN WHERE 6 INCH FIRE MAIN
 IS PROPOSED CANNOT BE USED. CLOSEST TAP LOCATION WOULD
 BE GREGORY/GEORGIA FOR ADDITIONAL WATER SERVICES. FIRE
 HYDRANT NEAR BUILDING WOULD BE PRIVATE AND DOWNSTREAM
 OF A DCDA. WATER METERS WOULD BE ADJACENT
 GEORGIA/GREGORY
  
  
 COULD NOT FIND RESPONSES FOR PRIOR PPRC REVIEW
 COMMENTS:
  
 -THERE IS NOT MUCH INFORMATION ON THE TWO 400 SF
 RESTROOM BUILDINGS IN THE MIDDLE OF THE GOLF COURSE.
 PLEASE PROVIDE AT LEAST THE FOLLOWING INFORMATION: 1)
 WILL THEY BE PERMANENT STRUCTURES? 2) HOW WILL WATER
 AND SEWER UTILITY FOR THEM BE TAKEN CARE OF?
  
 -IS THE EXISTING GRAVEL AND DIRT MAINTENANCE ROAD
 SUFFICIENT FOR THE VEHICLE TRAFFIC TO THE PROPOSED
 MAINTENANCE BUILDING? WILL IT ALSO BE OPEN ACCESS AT
 GREGORY RD WITH NO GATES/FENCES?
  
 -WILL THE MAINTENANCE BUILDING HAVE ANY FIRE
 SPRINKLERS? IS ANY OTHER FIRE PROTECTION WATER SUCH AS
 FIRE HYDRANTS NEEDED AROUND THAT AREA OF THE PROPERTY?
  
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120:
  
 SHEET C1.0
 1. SHOULD THERE BE A YIELD LINE AT THE YIELD SIGN(S)?
 2. ARE A STOP SIGN AND STOP BAR NEEDED AT EAST END OF
 THE 7 SPACE PARKING LOT EAST OF CART STORAGE AND/OR FOR
 WEST BOUND TRAVEL LANE GOING TOWARD THE CART BARN?
 3. SHOW THE 2? LANDSCAPE OVERHANG LINE FOR THE PARKING
 SPACES DESIGNED WITH THE OVERHANG.
  
 SHEET C2.0
 1. PRB?S NOT NECESSARILY NEEDED IN DRAINAGE STRUCTURES
 NOT CONNECTED TO EXFILTRATION TRENCH SUCH AS CI#12 AND
 CI#13.
 2. REVIEW THE PARKING LOT GRADES SHOWN ON SECTIONS A-A
 AND B-B AND THE FFE ON SECTION C-C VS. THE PLAN GRADE
 ELEVATIONS.
  
 SHEET C2.3
 1. NUMBER THE DRAINAGE STRUCTURES
 2. PIPE INVERT ELEVATION (24.00 FT NAVD) IN
 EXFILTRATION TRENCH DETAIL DOES NOT MATCH THE PLAN VIEW
 INVERT ELEVATIONS AT THE CATCH BASINS (26.00 FT NAVD).
 3. THERE MAY BE INSUFFICIENT COVER OVER THE
 EXFILTRATION TRENCH AT THE NORTH CB.
 4. PROVIDE CROSS SECTION OF THE PROPOSED ROAD TO THE
 PERFORMANCE BUILDING. WILL IT BE A SHED SECTION SLOPING
 TO THE SOUTH?
  
 SHEET C2.4
 1. IT APPEARS THERE IS A WATER MAIN CROSSING BOTH
 EXFILTRATION TRENCHES.
 2. SUGGEST ADDING PRB?S TO THE DRAINAGE STRUCTURES TO
 EXTEND THE LIFE OF THE EXFILTRATION TRENCHES.
 3. WHERE DOES THE WATER GO AFTER IT LEAVES (BUBBLES
 UP?) THE CONTROL STRUCTURE CB#4?
  
 SHEET C4
 1. HOW DOES THE CONTRACTOR KNOW WHICH EXFILTRATION
 TRENCH DETAIL TO USE?
  
 SHEETS ESC.3 AND D.3
 1. PROVIDE SILT FENCE AROUND DEMOLITION AREA TO CONTROL
 SEDIMENT MIGRATION.
  
 THE SFWMD ERP FOR THE DEVELOPMENT WILL NEED TO BE
 PROVIDED.
  
 8-18-21 - COMMENTS FROM LAURA LE, PUBLIC UTILITIES
 ENG., [email protected], 561-494-1093:
  
 SHEET 3.3:
 MANHOLE ELEVATIONS ARE ILLEGIBLE ON OUR PLAN SETS.
 PLEASE REVISE.
 PLEASE ADD NOTE TO CAP/GROUT ANY UNUSED EXISTING
 SANITARY LATERALS GOING TO EXISTING MANHOLES.
 PLEASE PROVIDE CCTV FROM ONSITE MANHOLE TO PARKER AVE.
  
  
 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]
  
Review Stop ENG-D ENGINEERING DEFICIENCY REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-E ENGINEERING ENVR. MIT. REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-F ENGINEERING FINAL DRAWING REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-M ENGINEERING MODIFICATION REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-P ENGINEERING PLANNING REVIEW
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop ENG-T ENGINEERING TRAFFIC STUDY REV
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***
  Print


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved