Plan Review Details - Project E13050003
Plan Review Stops For Project E13050003
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 12-02-2014 Cont ID  
Sent By mgonzale Date 12-08-2014 Time   Rev Time 4.00
Received By mgonzale Date 11-12-2014 Time   Sent To I
Notes
***NONE***
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 12-08-2014 Cont ID  
Sent By Mgonzale Date 12-08-2014 Time   Rev Time 24.00
Received By mgonzale Date 11-12-2014 Time   Sent To I
Notes
2014-12-08 15:43:29THE FOLLOWING PLANS, WHICH WERE SUBMITTED BY YOU
 (SHEETS 1 THROUGH 17) DATED JUNE 12, 2014) HAVE BEEN
 REVIEWED AND THE FOLLOWING COMMENTS WHERE GENERATED.
  SHEETS 1 THRU 17 SUBMITTED VIA E-MAIL NOVEMBER 12,
 2014 THEREFORE WHERE NOT SIGNED AND SEALED. PLEASE
 SUBMIT REVISIONS WITH TWO SIGNED AND SEALED PAPER SETS.
  SHEET 1 - COVER SHEET ? PLEASE INCLUDE SECTION
 TOWNSHIP AND RANGE AND REFERENCE: NATIONAL GEODETIC
 VERTICAL DATUM NGVD OF 1929.
  SHEET 6 COMMENTS:
 1. PLEASE IDENTIFY OUTFALL PIPE DIAMETER LOCATED ON
 LAKE L-1 NEAR WHITEHALL (OUR GIS SHOWS 15? RCP).
 PROPOSED PIPE MATERIAL TO MATCH EXISTING.
 2. TOE-OF-BERM MEETS HOUSE WALL AT LOT 1 WILL REQUIRE
 ADDITIONAL DRAINAGE TO ADDRESS STORM RUN-OFF FROM BERM.
 3. 8? DIAMETER WATER MAIN GOES UNDER WALL, WALL SECTION
 THRU EASEMENT MUST BE REMOVABLE. A 50 L.F. DUCTILE IRON
 SLEEVE WILL BE REQUIRED WHERE PIPES CROSS BERMS.
 4. WATER SERVICES SERVING LOTS 5 AND 6 MUST BE
 SEPARATED TO AVOID CONFLICT WITH STORM STRUCTURE.
 5. MANHOLE 2 SHALL HAVE A CONCRETE COLLAR OR A 6? CURB
 AROUND THROAT TO AVOID WATER INFILTRATION FROM BERM
 STORM RUN-OFF.
 6. SHOW ALL PROPOSED DRIVEWAYS. (TYPICAL FOR ALL
 SHEETS)
 7. ADD DRAINAGE EASEMENT TO OUTFALL AT STRUCTURE C-12.
 PIPE MATERIAL IN DRAINAGE EASEMENT PORTION SHALL BE OF
 RCP MATERIAL. (THIS WOULD BE A DRAINAGE EASEMENT THAT
 WOULD NEED TO BE ADDED ON THE PLAT. OTHER PLAT COMMENTS
 WILL BE FORTHCOMING.)
 8. SHOW FDOT TRUNCATED DOMES AT PEDESTRIAN/ADA
 LOCATIONS. (TYPICAL FOR ALL CROSSINGS)
 9. MINIMUM CROSSWALK WIDTH IS 6 FEET (SHOW SIGNAGE ON A
 SEPARATE STRIPPING PLAN)
 10. CALL OUT ALL TRAFFIC CONTROL DEVICES AS PER FDOT
 DESIGN.
 11. SIDEWALK RAMP AT CURVE (INTERSECTION OF MEDJOOL
 COURT AND SEA PALM DRIVE) SHOULD NOT EXIT PEDESTRIANS
 UNTO THE ROADWAY. CROSSWALKS AT CURVES ARE NOT
 RECOMMENDED DUE TO LESS VISIBILITY.
 12. 30? RCP DRAINAGE PIPE COMING FROM THE NORTH
 (WHITEHALL) IS NOT SHOWN. PLEASE SHOW THIS PIPE ON YOUR
 PLAN SO THAT IT IS ADDRESSED WITH THE NEW LAKE EDGE
 CONFIGURATION.
  
  SHEET 7 COMMENTS:
 1. LIFT STATION PAD AND DRIVEWAY EXCEED THE EASEMENT
 ALLOCATED ON PLAT. PLEASE INCLUDE THE EASEMENT TO
 INCORPORATE THE PROPER DIMENSIONS.
 2. 8? DIAMETER WM AND 4? FM THAT GOES UNDER WALL AND
 BERM, A 50 L.F. DUCTILE IRON SLEEVE WILL BE REQUIRED
 WHERE PIPES CROSS BERMS.
 3. 4? FM ALIGNMENT LEAVING L.S. SHOWN ON SHEET 6 AND
 SHEET 16 ARE NOT THE SAME.
 4. WATER AND SEWER SERVICE FOR THE FUTURE REC CENTER
 SHALL BE PLACED TO AVOID WALL SECTION.
 5. ?FUTURE? OUTFALL PIPE FROM STRUCTURE C-3 SHALL BE
 INSTALLED NOW AS PART OF THE ROADWAY DRAINAGE.
 6. NO WATER AND SEWER PROVISION ARE MADE TO GUARDHOUSE.
 7. NO WATER METERS FOR IRRIGATION TO LANDSCAPE AREAS
 SUCH AS GUARDHOUSE, BERM, LANDSCAPED R.O.W. HAVE BEEN
 DESIGNED ON THE PLAN.
 8. ALL PVC PIPE SHALL BE MANUFACTURED IN ACCORDANCE
 WITH AWWA STANDARD C900. PIPE THAT IS 4 TO 12 INCHES IN
 DIAMETER SHALL BE C900-DR18. PIPE LARGER THAN 12 INCHES
 IN DIAMETER SHALL BE C905 OR C909 AND BE DR 25.
 9. ADD ADDITIONAL RW GATE VALVE AT THE WATER MAIN AT
 INTERSECTION OF SAND PALM WAY AND SEA PALM DRIVE FOR
 TWO WAY FLOW OPERATION.
 10. PROPOSED SEWERS SHALL BE DESIGNED TO HAVE THE SEWER
 ELEVATION AS SHALLOW AS THE DESIGN PARAMETERS
 PERIMETER. SEWER SLOPE COULD BE KEPT AT .40 PERCENT.
 SHALLOWEST MANHOLES COULD BEGIN TO BE 4? DEEP. CURRENT
 DESIGN HAS SEWERS OVER 12? DEEP WHICH WOULD BE
 DIFFICULT FOR THE CITY OF WPB TO MAINTAIN.
 11. SEWER MAIN IN THE SAME VICINITY MUST BE ADDRESSED.
 MANHOLE WILL BE REQUIRED TO CAP SEWER JUST INSIDE YOUR
 PROPERTY LINE. 15? UTILITY EASEMENTS MUST BE PROVIDED
 ACCORDINGLY.
 12. WATER SERVICES OR EXTENSION FOR FUTURE RESIDENTIAL
 AND OR COMMERCIAL SERVED OFF SEA PALM DRIVE MUST BE IN
 PRIOR TO FINAL LIFT OF PAVEMENT. (SHEET 8)
 13. LIGHTING PLAN MUST BE APPROVED BY PLANNING AND
 ZONING AND SHALL BE SUBMITTED THRU CONSTRUCTION
 SERVICES DEPARTMENT FOR PERMITS. SHOW LIGHTING
 LOCATIONS ON UTILITY PLAN.
 14. WHEN REMOVING EXISTING DRAINAGE OUTFALL STRUCTURE
 EX-CS-S, REMOVE PIPE UP TO STRUCTURE M-30.
 15. LIGHTING ON CONGRESS AVENUE WILL BE APPROVED BY
 PALM BEACH COUNTY ROADWAY.
 16. WHERE STOP BAR AND STOP SIGNS ARE PLACED A DOUBLE
 YELLOW IS REQUIRED AS PER MUTCD SINCE THERE IS TRAFFIC
 MOVING IN THE OPPOSITE DIRECTION.
  ALL OTHER SHEETS HAVE BEEN REVIEWED WITH THE FOLLOWING
 SPECIAL NOTATIONS.
  
 1. NOTE: APPLICANT IS HEREBY NOTIFIED THAT PRIOR TO
 COMMENCEMENT OF CONSTRUCTION OF PRIVATE UTILITIES ON
 THIS SITE, A SEPARATE PERMIT MUST BE OBTAINED FROM THE
 CONSTRUCTION SERVICES DEPARTMENT. (THIS WOULD INCLUDE
 PAVING PERMIT, PLUMBING PERMITS FOR RESIDENCES AND IF
 ANY PRIVATE FIRE-LINES ARE REQUIRED.)
 2. FM ON CONGRESS AVENUE PARALLELING THE CANAL LOCATION
 POSES A GENUINE AND JUSTIFIABLE FEAR OF FUTURE CROSS
 CONNECTION SHOULD FM PIPING FAIL. IT IS ASKED THAT THE
 EOR REVIEWS THE ALIGNMENT TO ADDRESS THIS TOPIC. 10
 STATE STANDARDS REQUIRE NEW FM TO BE A MINIMUM FOOTAGE
 FROM A BODY OF WATER.
 3. SHEET 11 REMOVE ADA PARKING DETAIL SINCE IT WILL NOT
 BE USED.
 4. SHEET 12 SHOWS DIP FOR USE IN ALL SEWER PIPE, PLAN
 SHOWS PVC.
 5. SHEET 15 WS-6 AND WS-7 DETAILS ARE NOT NEEDED.
 6. SHEET 12 MH-5 AND MH-15 MEET QUALIFICATIONS BE ?DROP
 MANHOLES? SEE STANDARD DETAIL GS-4.
 7. PLEASE PROVIDE DETAIL P-9 FORCE-MAIN AT MANHOLE.
 8. MANHOLE WHERE PROPOSED MANHOLE TIES INTO MUST BE
 REHABILITATED TO CITY SPECIFICATIONS.
 9. SHEET 8 NO DRAINAGE PROVISIONS HAVE BEEN PROVIDED
 FOR TRACT M.
 10. SHEET 8 10? DIP WM SHALL BE INCORPORATED UNTO
 PROPOSED PLATTED PARCEL IN AN CITY OF WPB UTILITY
 EASEMENT NOT IN FUTURE PARCEL.
 11. CONTRACTOR WILL PROVIDE RTU AND PANEL YOUR LS-1
 DETAILS SAYS CITY.
 12. ABOVE GROUND PIPING CAN BE DIP AT LS-1
 13. NO SURGE BUSTER CHECK VALVES.
 14. USE HDPE ON RISER PIPES AT LS-1
 15. LS-1 DRIVEWAY MUST PROVIDE ENOUGH RADIUS AND SPACE
 FOR A VAC TRUCK TO STAGE.
 16. USE DROP BOWL ON LS-1 IF NEEDED
 17. INSTALL FALL PROTECTION ON LS-1 AS PER PBC STANDARD
 18. CITY O&M HAS SUPPLIED DETAIL FOR RTU AND PANEL (SEE
 ATTACHED)
 19. NOTE ON PLANS THAT EXISTING LIGHTING AND ROW
 IRRIGATION SHALL BE THE RESPONSIBILITY OF THE
 CONTRACTOR TO RELOCATE OR REPLACE.
 20. PALM BEACH COUNTY ROADWAY PERMIT IS REQUIRED FOR
 IMPROVEMENTS TO CONGRESS AVENUE. APPROVED PLANS MUST BE
 PROVIDED PRIOR TO DEVELOPMENT PERMIT WILL BE ISSUED.
 21. ANY AND ALL CITY BRICK MANHOLES SHALL BE REPLACED
 WITH PRE-CAST CONCRETE SPEC MANHOLE.
 22. ANY DISTURBANCE BROUGHT UPON EXISTING
 INFRASTRUCTURE SUCH AS WATER, SEWER AND STORM DUE TO
 ROW WORK IS THE RESPONSIBILITY OF THE CONTRACTOR TO
 REPLACE TO EQUAL OR BETTER CONDITION.
 23. SUPPLY AS-BUILTS OF ALL INFRASTRUCTURE IN THE ROW
 UPON COMPLETION.
  
 SUPPLY TWO COPIES OF DEP FORMS TO ENGINEERING
 DEPARTMENT OF THE PALM BEACH HEALTH DEPARTMENT FORMS.
 FORMS MUST SUPPLY UTILITY CAPACITY DEMANDS FOR PHASE
 BEING PERMITTED. ESTIMATES FOR FUTURE PHASE WILL BE
 REQUIRED TO KEEP ON FILE.
  
 THE CITY OF WEST PALM BEACH ENGINEERING DEPARTMENT
 RESERVES THE RIGHT TO ANOTHER 30 DAY REVIEW SHOULD IT
 BECOME NECESSARY.
  
 PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING,
 PLEASE SUBMIT THE FOLLOWING. THE CITY MAY TAKE UP TO 10
 DAYS TO REVIEW AND ACCEPT THE SUBMITTAL(S).
 SUBMIT RIGHT-OF-WAY RESTORATION BOND IN THE AMOUNT OF
 110% OF THE ESTIMATE COST OF CONSTRUCTION FOR THE WORK
 WITHIN THE RIGHT OF WAY AND EASEMENTS. PLEASE UTILIZE
 THE ENGINEERING DEPARTMENT?S STANDARD PERFORMANCE BOND
 PUBLIC IMPROVEMENTS FORM.
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
 1. STORM-WATER POLLUTION PREVENTION PLAN.
 2. COPY OF NPDES NOTICE OF INTENT WHICH WAS SUBMITTED
 TO DEP.
 3. COPY OF VALID ERP FROM SFWMD/DEP OR COPY OF DEP 10/2
 SELF-CERTIFICATION.
 4. COPY OF VALID PALM BEACH COUNTY PERMITS (DRIVEWAY).
 5. COPY OF PALM BEACH COUNTY HEALTH DEPARTMENT OR FDEP
 UTILITY PERMIT.
 6. COPY OF VALID DEWATERING PERMIT OR EVIDENCE THAT THE
 PROJECT QUALIFIES FOR A NO NOTICE DEWATERING PERMIT PER
 SECTION 40E-20.302(3) FAC.
 7. THREE (3) COPIES OF STREET LIGHTING PLANS, INCLUDING
 FP&L TRANSFORMER LAYOUT, OR UTILITY PLANS SHOWING
 LOCATIONS OF PROPOSED STREET LIGHTS AND TRANSFORMERS.
 8. THREE (3) COPIES OF ?APPROVED MATERIALS LIST? SIGNED
 BY CONTRACTOR AND ENGINEER OF RECORD, WITH SELECTED
 MATERIALS HIGHLIGHTED.
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
 9. THREE (3) COPIES OF SHOP DRAWINGS/SPECIFICATIONS
 MUST BE SUBMITTED ON CITY?S APPROVED MATERIALS LIST.
 COPIES SHOULD BE STAMPED AS APPROVED BY CONTRACTOR AND
 ENGINEER OF RECORD.
 10. THREE (3) COPIES OF MAINTENANCE OF TRAFFIC (MOT)
 PLANS FOR AFFECTED PUBLIC ROADS AS APPROVED BY THE CITY
 TRAFFIC ENGINEER AND THE ROAD OWNER (I.E. CITY, PALM
 BEACH COUNTY). PRIOR COORDINATION WITH NEAR BYE SCHOOLS
 MUST BE CONSIDERED WHEN REQUESTING UTILITY AND OR ROAD
 WORK.
  
  THE PRE-CONSTRUCTION MEETING MUST BE SCHEDULED WITH
 THE CITY OF WEST PALM BEACH ENGINEERING DEPARTMENT AT
 LEAST 10 DAYS PRIOR TO INTENDED CONSTRUCTION START DATE
 UPON APPROVAL.
  ALL FEES MUST BE PAID PRIOR TO THE PRE-CONSTRUCTION
 MEETING. AN INVOICE WILL BE PROVIDED FOR THE CITY
 CONSTRUCTION ADMINISTRATION UPON SUBMISSION OF A SIGNED
 AND SEALED COST ESTIMATE ADDRESSING REVISIONS.
  ROW FEES FOR PAVEMENT OVERLAY WILL BE ASSESSED BY PALM
 BEACH COUNTY AT TIME OF ROW PERMIT.
  A QUOTATION FOR THE UTILITY METERS FROM THE CITY WILL
 BE SUPPLIED. THE QUOTE IS VALID UNTIL OCTOBER 1, 2015.
  
Review Stop ENG-M ENGINEERING MODIFICATION REV
Rev No 1 Status F Date 04-04-2016 Cont ID  
Sent By Mgonzale Date 04-04-2016 Time   Rev Time 24.00
Received By mgonzale Date 02-04-2016 Time   Sent To I
Notes
2016-04-04 17:37:51WATER:
  
 #1 WHERE PLANS CALL FOR 10IN.X8IN. CUT IN TEE NOTE PLAN
 TO REFERENCE "CONNECTE PER CITY DETAIL P-6 (TYP.)"
  
 #2 SHOW THE NEAREST INLINE VALVES IN 10IN. WM. SHOW
 EXISTING SERVICE CONNECTIONS, PFL CONNECTIONS, ETC. AS
 THESE WILL BE AFFECTED DURING SHUTDOWN TO FACILITATE
 CUT-IN TEE INSTALLATION.
  
 #3 PLANS CALL FOR PROPOSED 8IN. WM CROSSING LANDSCAPE
 BUFFER AND REMOVABLE WALL SECTION
 ADD NOTE IN 8IN. WM IN SLEEVE UNDER BERM & WALL IN..
 CALL OUT SIZE, MATERIAL, AND LENGTH OF SLEEVE. ADD A
 DETAIL OR PROFILE.
  
 #4 CALL OUT SAMPLE POINTS. ADD NEW DETAIL FOR SAMPLE
 POINT AT NEW FH IF NEEDED.
  
 #5 USE LATEST CITY STANDARD DETAILS. HTTP://WPBFL.US/DE
 PARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL
 ICATIONS
  
 #6 CALL OUT LENGTH OF PIPE RESTRAINTS AT VALVES,
 FITTINGS, ETC.
  
 #7 AT CUL-DE-SAC ADD 8IN. INLINE VALVE BEFORE FH TEE
 AND HYDRANT VALVE. ADD AND CALL OUT 8IN.X6IN. REDUCER
 SHOW WATER SERVICE TAPS TO 8IN. WATERMAIN AND NOT
 HYDRANT RUN.
  
 #8 METER BOXES TO BE INSTALLED IN UE.
  
 #9 NOTE ON PLANS: "CONTRACTOR SHALL AVOID INSTALLING
 VALVES ON CURBLINE."
  
 #10 PROVIDE CALCS FOR WM SIZING (POD A AND FUTURE
 PHASES).
  
 #11 CALL OUT UTILITY CROSSING AND TOP ELEV AND VERTICAL
 CLEARANCE.
  
 #12 BETWEEN CONG-3-P6 AND CONG-1-16
 CALL OUT HORIZONTAL & VERTICAL CLEARANCE W/ EXIST WM.
 PLAN SHOWS 2FT. SEPARATION?
 IF DEFLECTION/OFFSET OF EXIST WM IS REQUIRED, ADD 1)
 UTILITY CROSSING DETAIL AND 2) WM DEADEND
 RESTRAINT DETAIL.
  
 #13 CONFLICT W/ EXIST 10IN. WM:
 CONG 1-P6, CONG-2, CONG-3-P6
 MOVE STRUCTURE CONG-2 WEST TO PROVIDE 5FT.MIN
 SEPARATION.
  
 #14 UTILITY CROSSING BETWEEN PROPOSED STORM & EXIST
 10IN. WM AT STA 267+80.
 CALL OUT VERTICAL CLEARANCE; IF DEFLECTION/OFFSET OF
 EXIST WM IS REQUIRED, ADD 1) UTILITY CROSSING DETAIL
 AND 2) WM DEADEND
 RESTRAINT DETAIL
  
 #15 UTILITY CONFLICT AT CONG-5 & 10IN. WM?
 CALL OUT VERTICAL CLEARANCE;
 IF DEFLECTION/OFFSET OF EXIST WM IS REQUIRED, ADD 1)
 UTILITY CROSSING DETAIL AND 2) WM DEADEND
 RESTRAINT DETAIL
  
 SEWER:
  
 #1 USE LATEST CITY STANDARD DETAILS. HTTP://WPBFL.US/DE
 PARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-APPL
 ICATIONS
  
 #2 PROVIDE CALCS FOR LIFT STATION DESIGN (POD A AND
 FUTURE PHASES) PROVIDE CALCS FOR FM SIZING (POD A AND
 FUTURE PHASES)
 SHOW FM PROFILE
 USE PVC/C900 FOR SAN SEWER EXCEEDING 10FT. DEPTH
 INCLUDE NEW LS STANDARD DETAILS
 (CONTRACTOR TO SUBMIT BYPASS PUMPING PLAN)
 CALL OUT UTILITY CROSSING AND TOP ELEV AND VERTICAL
 CLEARANCE
 CCTV OF NEW SANITARY SEWER SYSTEM WILL INCLUDE SAN
 SEWER LATERALS
 CLEAN-OUTS TO BE INSTALLED IN UE
  
 #3 STA. 272+55, +70FT. RT AND +50FT. LT:
 CALL OUT TOP ELEV FOR 4IN. - 45DEGREE BENDS
 MODIFY NOTE TO READ (FORCE MAIN IN DIP SLEEVE UNDER
 BERM & WALL). CALL OUT SIZE, MATERIAL, AND LENGTH OF
 SLEEVE. ADD DETAIL.
 SHOW PROFILE OF (2) 4IN. HDPE FMS THAT ARE TO BE
 INSTALLED VIA HDD
 CALL OUT SIZE, MATERIAL, AND LENGTH PIPE SECTIONS TO BE
 INSTALLED BY OPEN CUT CONNECTING THE HDPE HDD FMS. CALL
 OUT FITTINGS & TOP ELEV AT CONNECTIONS B/W HDPE &
 PVC/C900 OPEN CUT FM. ADD DETAIL FOR TRANSITION FROM
 HDPE TO PVC/C900
  
 #4 STA. 272+55 TO 265+47
 CALL OUT MIN. HORIZONTAL SEPARATION OD TO OD BETWEEN
 PROPOSED 4IN. HDPE FM AND EXIST STORM
 (5FT. MIN OD TO OD).
  
 #5 PROPOSED ARV MH:
 TO BE INSTALLED AT ACTUAL HIGH POINT LOCATION, NOTE ON
 PLANS "TO BE FIELD DETERMINED".
  
 #6 LABEL EXIST 6IN. SAN LATERAL.
  
 #7 LABEL EXIST 12IN. SAN SEWER.
  
 #8 PROPOSED FM TO BE INSTALLED VIA HDD WITH MAX DEPTH
 OF 6FT. THROUGHOUT.
  
 #9 NEED DETAIL FOR FM ENTERING EXIST MH. REHAB SAN MH.
 INSTALL INSIDE DROP BOWL. ADD INSIDE DROP DETAIL. ADD
 (2) BURIED ELECTRIC CONDUITS/BUNDLE(?) NORTH OF EXIST
 SAN MH. POSSIBLE CONFLICTS W/PROPOSED 6IN. FM. ADD NOTE
 "CONTRACTOR TO PERFORM SOFTDIGS PRIOR TO FM
 INSTALLATION"
 PROVIDE ADDITIONAL FLOW TO GRAVITY SYSTEM (POD A AND
 FUTUTURE FLOWS)
 HTTP://WWW.RELINER.COM/DROPBOWL/INDEX.HTM
  
 #10 EXIST LS77 MODIFY CAPTION TO READ "SYSTEM INFO FOR
 REFERENCE ONLY (NOT ASBUILTS)".
 NOTE "CONTRACTOR TO FIELD VERIFY EXISTING PIPE
 CONFIGURATION".
  
 #11 48IN. PCCP FM - CALL OUT PIPE MATERIAL AS PCCP
 (PRESTRESSED CONCRETE CYLINDER PIPE)
  
 LAURA LE, P.E. CITY OF WEST PALM BEACH
 PUBLIC UTILITY ENGINEER
 [email protected]
 561-494-1093 DIRECT LINE
 561-289-8414 CELL
  
  
  
Review Stop ENG-USR ENGINEERING-UTY. SER. REVIEW
Rev No 1 Status F Date 06-30-2014 Cont ID  
Sent By mgonzale Date 09-11-2014 Time 12:20 Rev Time  
Received By mgonzale Date   Time   Sent To  
Notes
2014-09-11 12:21:02PLEASE RESPOND TO COMMENTS IN WRITING:
  
 REPLACE MANHOLE OR PROVIDE ONE THAT'S 6' IN DIAMETER.
 WE WOULD LIKE TO PROVIDE A NEW 6' MANHOLE ON THE WEST
 SIDE OF CONGRESS THAT COULD ALSO BE USED FOR A
 TEMPORARY LIFT STATION DURING THE FUTURE REBUILD OF LS
 #77. THE NEW MANHOLE COULD THN GRAVITY DISCHARGE INTO
 THE EXISTING WET WELL OF LIFT STATION 77 UNTIL 77 IS
 REBUILT.
  
 PLAN REQUIRES ARV'S BECAUSE OF LENGTH OF FM. WE HAVE
 ADDED AN ARV TO THE PLANS.
  
 USE 45 DEGREE BENDS VS 90 DEGREE BENDS FOR L.S. 45
 DEGREE BENDS HAVE BEEN ADDED TO THE PLANS.
  
 CALL OUT VERTICAL SEPARATION BETWEEN FM AND STORM. ALL
 CALLOUTS HAVE BEEN SHOWN FOR VERTICAL SEPARATIONS.
  
 SOME AREAS CALL OUT 4" FM AND SOME 8" FM THE FORCE MAIN
 IS 4'' IN SOME AREAS AND 6'' IN OTHER AREAS ONCE THE FM
 GETS SOUTH OF THE MAINTENANCE FACILITY.
  
 LANDSCAPE PLAN TO HIDE PROPOSED L.S. THE LANDSCAPE
 PLANS ARE NOT COMPLETE YET BUT COPIES WILL BE PROVIDED
 TO THE CITY DURING THE LANDSCAPE PERMITTING SUBMITTALS.
  
 DRIVEWAY ACCESS TO PROPOSED L.S. THE DRIVEWAY TO THE
 LIFT STATION IS SHOWN ON THE PLANS PURSUANT TO THE
 TYPICAL CUITY REQUIREMENT.
  
 NOTE ON PLANS: RTU WILL BE PROVIDED BY THE CITY. THE
 NOTE HAS BEEN ADDED TO THE PLANS.
  
 PLANS MUST HAVE STAMPED APPROVAL FROM PALM BEACH COUNTY
 ROADWAY. THE CONGRESS AVENUE PLANS HAVE BEEN SEPARATED
 FROM THE INTERNAL SUBDIVISION AND WILL BE PERMITTED
 SEPARATELY. PERMITS WILL BE SUBMITTED PRIOR TO
 SCHEDULING A PRE-WORK.
  
 PROVIDE A POLLUTION PREVENTION PLAN FOR FM WORK AND AT
 ALL DIRECTIONAL BORE AREAS. PROTECTION OF C17 IS
 PARAMOUNT. THE CONTRACTOR DOING THE FORCE MAIN WORK
 WILL PROVIDE THE POLLUTION PREVENTION PLAN PRIOR TO THE
 PRE-WORK ONCE WE KNOW THEIR REQUIREMENTS SINCE THIS IS
 A DIRECTIONAL BORE.
  
 CALL 811 ON ALL PLAN SHEETS. CALL OUTS HAVE BEEN ADDED
 TO ALL THE PLANS.
  
 ENLARGED VIEW OF TIE-IN MANHOLE LOCATION AND EXISTING
 LS AREA. WE HAVE ADDED THE CITYS RECORD DRAWINGS ON THE
 PLANS. WE NEED TO MEET ON THIS ITEM SO WE CAN CLARIFY
 WHAT IS NEEDED TO FACILITATE THE FUTURE REPLACEMENT OF
 LS 77.
  
 STANDARD DETAIL GS-1 IS NOT LATEST. CONTACT CAD GROUP
 FOR LATEST MANHOLE LID. JANICE TARBILL (561) 822-1200.
 AN UPDATED GS-1 DETAIL HAS BEEN ADDED TO THE PLANS.
  
 CONCRETE COLLAR AT MANHOLE INSTALLED IN GRASS AREA,
 MUST HAVE A CONCRETE COLLAR. THE CONCRETE COLLAR HAS
 BEEN ADDED.
  
 NO STOP BAR WITH DOUBLE YELLOW AT INTERSECTION SHOWN.
 TIGER PALM COURT AND SAND PALM WAY AT GOLDEN PALM
 DRIVE. A STOP BAR AND STOP SIGN ARE SHOWN. NO DOUBLE
 YELLOW IS REQUIRED. THESE ARE PRIVATE STREETS.
  
 NO IRRIGATION SERVICES TO MEDIANS SHOWN. THESE STREETS
 ARE PRIVATE. FUTRE IRRIGATION PERMITS WILL BE SUBMITTED
 TO THE CITY. THE IRRIGATION IS NOT DESIGNED YET.
  
 WATER MAIN MUST BE OF DIP MATERIAL. ALLL WATER MAIN HAS
 BEEN CHANGED TO DIP.
  
 PLEASE LABEL SHEETS WITH CORRECT CONTENT FOR WATER
 SEWER AND PAVING DRAINAGE. NO CONTINUATION OF WATER
 MAIN SHOWN ON SHEET 7. SHEETS HAVE BEEN RELABELED. THE
 WATER MAIN DOES NOT CONTINUE SOUTH OF THE GUARDHOUSE.
  
 STREET LIGHTS? FPL, GAS? TRANSFORMER LOCATIONS, ETC.
 ALL OF THESE UTILITIES WILL BE PROVIDED BY THE
 INDIVIDUAL UTILITY PROVIDER IN THESE PRIVATE STREETS.
  
 NOTE: WATER SERVICES SHALL BE OF 1" OR 2" DIAMETER
 MINIMUM. WATER SERVICES ARE 1'' OR 2'' MINIMUM.
  
 LOT 1 MISSING SEWER SERVICE. MIGHT WANT TO PROVIDE ONE
 TO TRACT O-3 FOR FUTURE. THE SEWER SERVICE TO LOT 1 HAS
 BEEN ADDED. TRACT O-3 IS A LANDSCAPE AREA AND WILL BE
 USING GROUNDWATER FOR IRRIGATION.
  
 NO SEWER SERVICE TO FUTURE REC BLDG. SHOWN. A SEWER
 SERVICE TO THE FUTURE REC BUILDING HAS BEEN ADDED.
  
 THANK YOU!
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