Plan Review Details - Project E21120012
Plan Review Stops For Project E21120012
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 2 Status F Date 03-24-2022 Cont ID  
Sent By rrossano Date 03-24-2022 Time   Rev Time 0.00
Received By rrossano Date 03-24-2022 Time   Sent To  
Notes
2022-03-24 07:03:49NO COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR,
 ENGINEERING SERVICES DEPT., 561-494-1098
 [email protected].
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR
 [email protected]:
  
 -HISTORIC PICTURES SEEM TO SHOW DOOR ON NORTH SIDE OF
 BUILDING OPENING INSIDE RATHER THAN INTO THE RIGHT OF
 WAY AND SIDEWALK. PLEASE VERIFY WHICH WAY IT CURRENTLY
 OPENS AND ADVISE IF CHANGE IS PROPOSED. UPDATE PLANS IF
 NOT ACCURATE.
 -PROPOSED STOP SIGN LOOKS LIKE IT MAY BE IN SAME
 LOCATION AS WATER SERVICE LINE. PLEASE PROVIDE MORE
 CLEARANCE, ADJUST SERVICE AND ROTATE BOX, OR RESOLVE
 THE CONFLICT SOME OTHER WAY. BE SURE TO MAINTAIN AT
 LEAST 3 FEET CLEARANCE DISTANCE BETWEEN METER BOX AND
 POLE
 -FIRELINE IS AMBIGUOUS AND INCONSISTENT. UPDATE
 FIRELINE SO THAT IT REDUCES TO 4 INCH IMMEDIATELY AFTER
 6 INCH 90 BEND AT STREET. ALSO MAKE GV NUMBER FOUR 4
 INCH INSTEAD OF 6 INCH AND LABEL IT AS POINT OF
 SERVICE. REST OF DOWNSTREAM PIPING AND FITTINGS TO DCDA
 CAN BE 4 INCH.
 -IF FIRELINE IS UPDATED AS SUGGESTED, UTILITY EASEMENT
 SHOULD BE ADJUSTED TO ONLY CONTAIN AREA AROUND DOMESTIC
 METERED WATER SERVICE. IN ANY CASE, FIRELINE BACKFLOW
 ASSEMBLY SHOULD NOT BE IN UTILITY EASEMENT.
 -SHEET C4.2 HAS P-11 DETAIL DUPLICATED.
 -THE EXISTING METER IN NORTH SIDEWALK IS FOR 453
 CLAREMORE. FOR THE NEW WATER SERVICE PORTION ADD PIPE
 SIZE AND MATERIAL GUIDANCE TO THE CALLOUT. MAKE CLEARER
 WHERE THE WATER SERVICE IS BEING CUT AND CAPPED (LOOKS
 LIKE IT WOULD BE NEAR THE ALLEY INTERSECTION).
 -SINCE 453 CLAREMORE ALREADY HAS A METERED WATER
 SERVICE, THERE IS NO NEED FOR AN ADDITIONAL ONE. PLEASE
 ELIMINATE PROPOSED 2 INCH WATER SERVICE APPROXIMATELY
 10 FEET EAST OF PROPOSED FIRE HYDRANT.
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120:
  
 1. SHEET C2.1
 A. 8? PERFORATED HDPE RAINWATER PIPE AT REAR OF
 PERVIOUS PAVER AREA WILL HAVE LESS THAN 12 INCHES OF
 COVER.
 B. HOW WITH THE END OF THE PERFORATED PIPE BE PROTECTED
 ? CAPPED, WRAPPED WITH FILTER CLOTH, ETC.?
 C. WHEN WILL THE LEASE PARCEL TERM EXPIRE? WHAT WILL
 BECOME OF THE ROOF DRAINAGE PIPE IF THE LEASE IS NOT
 RENEWED?
 D. REVIEW THE SIDEWALK AND EDGE OF PAVEMENT GRADES. THE
 SIDEWALK MAY BE LOWER THAN THE TOP OF CURB.
 E. CHECK GRADES ALONG THE EAST SIDE OF THE DRIVEWAY
 ENTRANCE. IF THIS AREA IS TO SERVE AS HANDICAP ACCESS
 PATH TO THE BUILDING, THE LONGITUDINAL SLOPE APPEARS TO
 EXCEED 5%
 F. IS ?F? CURB AND GUTTER NEEDED BETWEEN THE DRIVEWAY
 AND HANDICAP PARKING?
 G. WHAT TYPE OF VEHICLE IS SHOWN IN THE PERVIOUS PAVER
 AREA? IT MEASURES 5 FT X 12 FT.
 H. IF ROLL UP DOORS TO REMAIN OPERATIONAL FOR VEHICLE
 ACCESS, THE SIDEWALK IN FRONT OF THE DOORS SHOULD BE 6?
 THICK.
 I. CREATE A SLIGHT ELEVATED BERM AT THE BACK OF
 SIDEWALK IN THE PERVIOUS PAVER AREA TO STOP WATER FROM
 FLOWING OVER THE SIDEWALK.
 J. PROVIDE EVIDENCE OF LONG TERM MAINTENANCE OF THE
 PERVIOUS PAVERS.
  
 2. SHEET C2.2
 A. INCREASE PARKING SPACE WIDTH TO 8.5 FEET FROM BACK
 OF VALLEY GUTTER (6.5 FEET FROM EDGE OF PAVEMENT) AND
 REDUCE EB TRAVEL LANE FROM 11.5 FEET TO 11 FEET.
  
 3. SHEET C3.1
 A. PERVIOUS PAVER SECTION DETAIL CALLS OUT CONCRETE
 HEADER CURB WITH 2 #4 REBARS. THE 8? FLUSH HEADER CURB
 DETAIL DOES NOT SHOW REBAR.
  
  
 NO COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER,
 [email protected], 561-494-1047.
  
  
  
Review Stop ENG-A ENGINEERING FORMAL REVIEW
Rev No 1 Status F Date 02-09-2022 Cont ID  
Sent By ldeloren Date 02-09-2022 Time   Rev Time  
Received By ldeloren Date 02-09-2022 Time   Sent To  
Notes
2022-02-09 11:44:12E21120012 ? JACK THE BIKE MAN
  
 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. 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]
 4. 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 LOCATED ON THE
 RIGHT-OF-WAY.
 5. PLEASE CUT AND CAP UTILITIES NOT IN USE AND REMOVE
 ANY ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM
 CITY RIGHT OF WAY.
 6. PLEASE SHOW EXISTING AND PROPOSED UTILITY EASEMENTS,
 INCLUDING THOSE PROPOSED TO ALLOW ACCESS FOR CITY
 PERSONNEL TO PROPOSED UTILITY WATER METERS.
 7. 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.
 8. PLEASE CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA
 AND FIRE BACKFLOW PREVENTER AS DCDA. SPECIFY LEAD FREE
 DESIGN ON ALL BACKFLOWS.
 9. 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.
 10. 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.
 11. 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.
 12. PLEASE CLEARLY LABEL ROAD RIGHT OF WAY.
 13. PLEASE PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 14. THERE ARE FDP?S ON CLAREMORE AT THE TRACKS PER FEC
 REQUIREMENTS; PLEASE ADD NOTE TO PAVING PLANS TO
 RESTORE FDPS WITH PAVING RESTORATION AND ALSO ADD R3-2
 (NO LEFT TURN) SIGN BENEATH PROPOSED R1-1 EXITING
 PARKING LOT.
 15. 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]:
  
 -CAN THE DESIGN OF THE WATER SERVICES AT NORTHWEST
 CORNER OF BUILDING BE ADJUSTED SO THAT THE PIPES DO NOT
 RUN UNDER THE PAVER DRIVEWAY? (MAINTENANCE OF PIPING
 WOULD REQUIRE REMOVAL OF PAVERS AND DISRUPTION OF
 DRIVEWAY USE.)
  
 -WATER SERVICES ON PRIVATE PROPERTY WOULD REQUIRE
 UTILITY EASEMENTS UP TO THE POINT OF SERVICE. PLEASE
 SHOW AND LABEL. BACKFLOW ASSEMBLIES SHOULD BE OUT OF
 UTILITY EASEMENT.
  
 -FIRE SERVICE DOES NOT SHOW REDUCTION FROM 6 INCH GATE
 VALVE TO 4 INCH DCDA.
  
 -IS GV NUMBER 5 MISLABELED AS 6 INCH? THE TEE BEFORE IT
 SEEMS TO BE 4 INCH. FIRE SERVICE SIZING SHOULD MATCH
 DCDA SIZE. MONTHLY BILLING FOR 4 INCH FIRELINE IS ALSO
 SIGNIFICANTLY LESS THAN 6 INCH.
  
 -PLEASE LABEL PIPE SEGMENT BEFORE GV NUMBER 5 WITH PIPE
 SIZE AND MATERIAL TYPE.
  
 -DOES 426 CLAREMORE HAVE A SEWER LATERAL CONNECTED TO
 MANHOLE AT SOUTHWEST CORNER OF BUILDING?
  
 -THE ROOF DRAIN PIPING IN EASEMENT APPEARS TO SEND
 WATER TO THE WEST. WHERE DOES IT DISPERSE?
  
 -THERE IS A PIPE WITH ABOVE-GROUND VALVE AT THE
 NORTHWEST SIDE OF THE BUILDING. PLEASE IDENTIFY AND
 SHOW ON ENGINEERING PLANS IF PIPING IS COMING FROM THE
 RIGHT OF WAY.
  
 -PROPOSED HANDICAPPED PARKING WOULD BLOCK TWO DRIVEWAYS
 WITH ROLLUP DOORS. IS THAT ALRIGHT?
  
 -SOME OF THE PROPOSED CURBING ALSO EXTENDS INTO ONE OF
 THE DRIVEWAYS WITH ROLLUP DOOR. IS THAT ALRIGHT?
  
 -WILL THE LOCATION OF DISABLED PARKING SIGN BE ON A
 WALL OR AGAINST ROLLUP DOOR? WILL SIGNAGE PREVENT USE
 OF BAY?
  
 -VERIFY NO FENCES, GATES, OR WALLS ARE AROUND THE METER
 BOX AND BACKFLOW AREA NEAR NORTHWEST CORNER OF
 BUILDING.
  
 -SHOW AND LABEL WHAT IS HAPPENING TO EXISTING 5/8?
 WATER METER, SERVICE, AND BACKFLOW FOR 426 CLAREMORE
 NEAR SOUTHEAST CORNER OF PROPERTY.
  
 -IF THERE IS A LANDSCAPING PLAN RELATED TO THIS PROJECT
 PLEASE SUBMIT AND MAKE SURE NO CONFLICTS BETWEEN TREES
 AND UTILITIES.
  
 -PLEASE ADJUST PROPOSED METER BOX LOCATION FOR 412
 CLAREMORE INTO GRASS LANDSCAPING ISLAND INSTEAD OF
 SIDEWALK.
  
 -THE 4 INCH WATER MAIN GOING SOUTH FROM PROPOSED CROSS
 IS NOT LOOPED PER WPB GIS.
  
 -PIGGING METERS AND BACKFLOW ASSEMBLIES MUST BE
 ABOVE-GROUND AND MEET MINIMUM HEIGHT REQUIREMENTS.
  
 -ADD GATE VALVES AT SOUTH AND NORTH SIDE OF CROSS.
  
 -TODDS PLAN FOR BEDNERS AND HISTORIC PICTURES SHOW GAS
 MAIN RUNNING UNDER CLAREMORE NEAR PROPOSED CROSS.
 PLEASE SHOW AND LABEL ON PLANS IF STILL THERE.
  
 -ENSURE ALL EXISTING SEWER LATERALS ARE SHOWN AND
 LABELED ON ENGINEERING PLANS FOR SOUTH SIDE OF
 CLAREMORE.
  
 -PROFILE SHOWS ONE FOOT CLEARANCE BETWEEN SEWER LATERAL
 AND WATER MAIN NEAR PROPOSED FIRE HYDRANT, BUT CROSSING
 INFORMATION ON WATER PLAN DOES NOT MATCH.
  
 -PROFILE SAYS CLEARANCE BETWEEN PROPOSED WATER MAIN AND
 8 INCH VCP IS 0.9 INCHES. PLEASE VERIFY AND MAKE SURE
 MATCHES PLAN CROSSING INFO.
  
 -CLEARLY SHOW BOUNDARIES OF PAVEMENT RESTORATION FOR
 WATER MAIN WORK.
  
 -ADD NOTE THAT DUAL CHECK IS NOT USED IN METER BOX IF
 BACKFLOW ASSEMBLY IS BEING INSTALLED.
  
 -UPDATE PIPE SIZE FOR DOMESTIC WATER SERVICE FOR 426
 CLAREMORE TO THE STANDARD 1 INCH SIZE.
  
  
 COMMENTS FROM TRACY WARD, SR. STORMWATER ENG.,
 ENGINEERING SERVICES, [email protected] 561-494-1120:
  
 1. SHOW PROPOSED CONCRETE HATCH FOR THE SIDEWALK
 2. PROVIDE REASONABLE ASSURANCE THE PERVIOUS PAVERS
 WILL PERFORM AS INTENDED IN PERPETUITY BY SUBMITTING A
 MAINTENANCE AGREEMENT OR LETTER STATING OWNERSHIP WILL
 MAINTAIN AND KEEP THE PERVIOUS PAVERS IN FUNCTIONING
 ORDER ALONG WITH THE RECOMMENDED MAINTENANCE
 PROCEDURES.
 3. PROVIDE A CROSS SECTION FROM THE WEST WALL OF THE
 BUILDING TO THE UNDERGROUND FIBER OPTIC CABLE, SHOWING
 TYPICAL SURFACE SLOPES AND LABELING THE PROPERTY LINES
 AND LEASEHOLD LINES.
 4. THE SIDEWALK ACROSS THE DRIVEWAY TO BE ADA
 COMPLIANT.
 5. PROVIDE EROSION CONTROL PLAN FOR THE WORK IN
 CLAREMORE DRIVE.
 6. LABEL CLAREMORE DRIVE ON SHEET C5.1.
 7. ADD NOTE ON PLANS THAT PONDING AREAS WITHIN THE MILL
 AND RESURFACING LIMITS ON CLAREMORE DRIVE ARE TO BE
 ELIMINATED.
  
  
 COMMENTS FROM MIKE TECHNOW, PUB. UTILITIES ENGINEER,
 [email protected], 561-494-1047:
  
 -ADD NOTE THAT WATER MAIN TIE-IN IS TO PROCEED AFTER
 THE CONTRACTOR HAS SUBMITTED A CONSTRUCTION PHASING
 PLAN FOR PIGGING/FLUSHING TO THE CITY AND RECEIVING PBC
 HEALTH DEPARTMENT APPROVAL.
 -ON THE SOUTH SIDE OF THE 6X6 CROSS LABEL EXISTING 4?
 WATER MAIN AS ?AC? NOT ?CAS?.
 -LABEL ?UNKNOWN U/G? AS ?EXISTING WATER SERVICE TO BE
 CUT AND CAPPED AT THE MAIN?.
 -VERIFY VERTICAL CLEARANCE DIMENSIONS ON PROFILE.
  
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