Plan Review Notes
Plan Review Notes For Project Z21080015
Project Number Z21080015
Review Stop ENG - PPRC
Sequence Number 1
Notes
Date Text
2021-11-17 13:11:07COMMENTS FROM RICK ROSSANO, PROJECT COORDINATOR, ENG.
 SERVICES DEPT., 561-494-1098 [email protected] :
  
 GENERAL:
 O PLEASE RESPOND TO ALL COMMENTS IN WRITING, AND
 INCLUDE PROJECT NAME, ADDRESS AND PERMIT NUMBER
 (Z-XXXXXXXX).
 O THE CITY OF WEST PALM BEACH HAS A NUMBER OF
 REGULATIONS AND PERMIT REQUIREMENTS WHICH DIRECTLY
 AFFECT THE DEVELOPMENT AND INSTALLATION OF WATER AND
 WASTEWATER UTILITIES WITHIN THE CITY. PLEASE SEE
 DEVELOPMENT PERMIT SUBMITTAL REQUIREMENTS AT THE LINK
 BELOW:
 A. HTTP://WPB.ORG/CMSPAGES/GETAMAZONFILE.ASPX?PATH=~\WP
 B_WEBSITE\MEDIA\ENGINEERING\DEVELOPMENT-APPLICATION-FUL
 L-PACKAGE_2016.PDF&HASH=7BD4DD7EB6115181D8C5977BCC02A97
 B1960045731D3658206F27451722716EF
 B. THIS AND OTHER RELATED ENGINEERING DOCUMENTS CAN BE
 FOUND HERE:
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
 C. ALSO SEE: CODE OF ORDINANCES, CITY OF WEST PALM
 BEACH, FLORIDA, CODIFIED THROUGH ORD. NO. 4183-08,
 ADOPTED SEPT. 22, 2008. (SUPPLEMENT NO. 18)
 CHAPTER 90 UTILITIES, ARTICLE I. IN GENERAL,
 SEC. 90-7. POLICY REGARDING EXTENSION OF WATER OR SEWER
 SERVICE FACILITIES OF THE CITY.
 THE WATER AND WASTEWATER SERVICE AGREEMENTS AND THE
 CONSTRUCTION PERMITS ADDRESS RESERVATION OF CAPACITY
 BASED ON USAGE, METER SIZE AND FEES, DESIGN STANDARDS,
 BACKFLOW PREVENTION, FIRE SERVICE AND IRRIGATION.
 O AS OF DECEMBER 20, 2015, THE CITY OF WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 STATING "ALL BACKFLOW DEVICES MUST BE LEAD-FREE". FOR
 MORE INFORMATION, REFER TO THE LINK BELOW:
 A. HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PU
 BLICATIONS/BACKFLOW-CROSS-CONNECTION- CONTROL-MANUAL
 O PLEASE SUBMIT A FORMAL AS-BUILT REQUEST FOR ALL CITY
 OF WEST PALM BEACH-OWNED UTILITIES WITHIN THE PUBLIC
 RIGHT OF WAY FOR THE ENTIRE EXTENT OF THE LIMITS OF
 YOUR PROJECT. IDENTIFY TYPE OF UTILITY, LOCATION, PIPE
 MATERIAL, AGE AND SIZE. PLEASE CONTACT JANICE TARBILL
 IN THE WPB ENGINEERING SERVICES DEPARTMENT AT
 [email protected] OR 561-494-1079 FOR FURTHER
 ASSISTANCE. NOTE THAT FIELD RECORDS ARE FOR INFORMATION
 ONLY. FIELD VERIFY UTILITY LOCATIONS USING FIELD
 SURVEY, POT-HOLING, SOFT DIGS ETC.
  
 BACKFLOW ASSEMBLY AND METERS:
  
 O SHOW AND LABEL ANY EXISTING OR PROPOSED WATER
 SERVICES AND WATER METERS FOR THE PARKING LOTS, ALONG
 WITH WHAT IS HAPPENING TO THEM.
 O SHOW EXISTING AND PROPOSED DEDICATED UTILITY
 EASEMENTS TO ALLOW ACCESS FOR CITY PERSONNEL TO
 PROPOSED UTILITY WATER METERS. VERIFY THAT THERE ARE NO
 STRUCTURES WITHIN EASEMENT.
 O PROVIDE ENLARGED VIEW ON PLANS OF PROPOSED LOCATION
 OF WATER METER AND BACKFLOW
 PREVENTION.
 O 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.
 O CALLOUT DOMESTIC BACKFLOW PREVENTER AS RPPA (MAKE
 NOTE USC APPROVED) AND FIRE BACKFLOW PREVENTER AS DCDA.
  
 WATER/WASTEWATER PLAN:
 O PROVIDE VERTICAL DATUM AND DATUM CONVERSION
 INFORMATION (NAVD 1988 AND NGVD 1929).
 O SHOW PROJECT ADDRESS ON ALL PLAN SHEETS.
 O PROVIDE LEGEND ON ALL PLAN SHEETS TO INCLUDE
 STREETLIGHT, SIGN POSTS, TRANSFORMER BOXES ETC.
 O PLANS SHALL SHOW EXISTING AND PROPOSED LOCATIONS AND
 DIMENSIONS OF ALL WATER, STORMWATER, AND SANITARY AND
 SEWER LINES AND CLEANOUTS, 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.
 O GATE VALVE BOXES SHALL NOT BE INSTALLED IN CURB OR
 SIDEWALK. ALL AVAILABLE ELEVATION SHALL BE SHOWN ON THE
 PROFILE VIEW.
 O DIRECTION OF FLOW SHALL BE SHOWN ON PLAN VIEW ON PLAN
 VIEW FOR ALL SANITARY AND STORM SEWERS.
 O SHOW SLOPE % ON ALL SANITARY LINES AND CALL OUT
 MATERIAL.
 O 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.
 O PROVIDE PROFILE AND CLEARANCES BETWEEN WATER, SEWER
 AND STORM LINES PER CITY OF WEST PALM BEACH STANDARD
 DETAIL GN-2 SERIES, AT ALL UTILITY CROSSINGS.
 O SUBMIT COMPLETED LOS ANALYSIS SUMMARY TABLE DIRECTLY
 TO ENGINEERING (SHEET 33 OF CITY OF WPB DEVELOPMENT
 APPLICATION). 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-6 FOR SEWER AND PER FAC 64-E.008
 FOR WATER.
 O PROVIDE FIRE FLOW TEST DATA.
 O PROVIDE CCTV VIDEO OF EXISTING SANITARY SEWER AND
 STORMWATER INFRASTRUCTURE ALONG ENTIRE PROJECT
 FRONTAGE.
 O CUT AND CAP UTILITIES NOT IN USE AND REMOVE ANY
 ABANDONED UTILITY LINES LARGER THAN 2 INCHES FROM CITY
 ROW.
 O WHEN PROPOSED, WATER MAINS IN CITY RIGHT OF WAY SHALL
 BE MADE OF DUCTILE IRON PIPE (NOT PVC) AND SPECIFY
 PROPOSED LENGTH IN FEET.
 O CHECK TO SEE IF FDEP FORMS FOR PROPOSED SANITARY
 SEWER ARE REQUIRED.
 O PROVIDE CLEANOUTS FOR PROPOSED SANITARY LINE ONSITE
 JUST INSIDE PROPERTY LINE, AT JOINTS AND EVERY 75 FEET.
 O ADD NOTE TO PLANS SPECIFYING CITY?S DOWNSTREAM LIFT
 STATION NUMBER.
 O PROVIDE ONSITE CLEANOUTS NEAR PROPERTY LINE FOR
 PROPOSED SANITARY LATERALS.
 O LABEL WATER LINES AS PRIVATE WHERE APPLICABLE.
 O PLEASE SHOW AND LABEL EXISTING AND PROPOSED GREASE
 TRAPS (IF ANY).
 O PER CITY STANDARDS MAINTAIN MINIMUM DISTANCE BETWEEN
 OUTSIDE DIAMETER OF CITY PIPE AND ROOT BARRIER.
  
 FORMAL ENGINEERING REVIEW:
 O 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.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 EASEMENT FOR PLACEMENT OF PROPOSED WATER METERS.
 O FOR FORMAL ENGINEERING SUBMITTAL, PROVIDE PROFILES OF
 WATER AND SEWER AND SHOW ANY CROSSINGS/CONFLICTS.
 O FOR FORMAL ENGINEERING SUBMITTAL, 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.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF SANITARY LINES
 ARE PROPOSED IN ROW PLEASE SHOW ADJACENT SANITARY
 LATERAL LOCATIONS AND SHOW ADDRESSES OF ADJACENT
 PARCELS.
 O FOR FORMAL ENGINEERING SUBMITTAL, IF WATER LINES ARE
 BEING REPLACED IN ROW, SHOW ADJACENT PARCEL ADDRESSES.
 O FOR FORMAL ENGINEERING SUBMITTAL, ADD NOTE TO PROVIDE
 50 FT. PAVEMENT RESTORATION TRANSITION ON EACH SIDE OF
 PROPOSED TRENCH IN CITY MAINTAINED ROADWAY AREAS PER
 CITY OF WPB STANDARD DETAIL GC-8.
 O FOR FORMAL ENGINEERING SUBMITTAL, PLEASE PROVIDE
 CALCULATIONS OF PERVIOUS AND IMPERVIOUS AREAS FOR
 PROPOSED IMPROVED AREAS.
  
 QUESTIONS AND COORDINATION CONTACTS:
 O 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]
 O RICK ROSSANO, SR. PROJECT COORDINATOR, ENGINEERING
 SERVICES DEPARTMENT AT 561-494-1098 [email protected]
 O MIKE TECHNOW, PROJECT ENGINEER, PUBLIC UTILITIES
 DEPARTMENT AT 561-494-1047 OR [email protected]
 O TRACY WARD, SR. STORMWATER ENGINEER, ENGINEERING
 SERVICES DEPT. AT 561-494-1120 OR [email protected]
  
  
 COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE
 SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR
 [email protected]:
  
 -THERE ARE MANY MONITORING WELLS AS SHOWN ON THE
 SURVEY. WILL THEY REMAIN?
  
 -FOR EASTERN BUILDING NUMBER 4 ON UTILITY PLAN: THE
 LEADER LINES FOR THE WATER SERVICES APPEAR TO BE
 POINTING WRONG; METER BOX SHOULD NOT BE IN
 SIDEWALK/HARDSCAPE; BACKFLOW ASSEMBLIES NOT ALLOWED IN
 PROPOSED LOCATION UNLESS SIDEWALK ENDS IMMEDIATELY EAST
 OF BACKFLOW ASSEMBLIES AND WILL NOT BE CONTINUED;
 UTILITY EASEMENT REQUIRED FOR WATER METER AND UPSTREAM
 PIPING; SEWER LATER IS CLOSE TO TREE PLANTER; DISTANCE
 CALLOUT NEEDED BETWEEN SEWER LATERAL AND WATER SERVICE.
  
 -UTILITY PLANS SHOW MULTIPLE BUILDINGS LABELED AS
 NUMBER 4.
  
 -SEWER LATERAL FOR WESTERN BUILDING NUMBER 4 HAS SEWER
 LATERAL RUNNING THROUGH TREE PLANTER.
  
 -ARE CROSS WALKS NEEDED AT NEW INTERSECTION OF BROADWAY
 AND 23RD? (EITHER EAST-WEST OR NORTH-SOUTH)
  
 -EXISTING TRAFFIC SIGN AT NORTHWEST INTERSECTION OF
 BROADWAY AND 23RD IS IN CLOSE PROXIMITY TO PROPOSED
 STORMWATER UTILITY.
  
 -PROPOSED TREE PLANTER ON 23RD STREET IS CONFLICTING
 WITH LARGE UTILITY POLE.
  
 -ALL OF THE SEWER MAINS IN THE AREA ARE OLDER AND MAY
 REQUIRE UPGRADE OR REPLACEMENT AS ADVISED BY ENGINEER
 OF RECORD AND/OR CITY OF WEST PALM BEACH.
  
 -SHEET C3.10, REPLACE STANDARD DETAIL WS-4 WITH WS-3.
 METERS 3 INCHES OR LARGER NEED TO BE ABOVE-GROUND
 INSTALLED.
  
 -SUBMIT SEPARATE LANDSCAPING PLAN SHOWING ALL EXISTING
 AND PROPOSED TREES. ON ONE OF THE PLAN SHEETS HAVE
 LANDSCAPING OVERLOAD ON UTILITIES SO CAN RECOGNIZE ANY
 CONFLICTS.
  
 -ON NORTH SIDE OF WESTERN BUILDING 4, DO PLANTERS
 PREVENT WALKING ALONG SIDEWALK?
  
 -SOME CANOPY OVERHANGS ON NORTHWOOD APPEAR TO EXTEND
 INTO ROW. PLEASE VERIFY THAT IS ACCEPTABLE.
  
 -ADD PRIVATE TO LABEL OF ANY PRIVATELY OWNED AND
 MAINTAINED UTILITY INFRASTRUCTURE.
  
 -DID NOT SEE ANY FDC. ARE ANY NEEDED OR REQUIRED?
  
 -UTILITY PLAN SHOWS STREET SIGN, UTILITY POLE, AND GUY
 WIRES IN SIDEWALK AT NORTHWEST INTERSECTION OF PINEWOOD
 AND 23RD.
  
 -SIDEWALK EASEMENT MAY BE REQUIRED FOR NORTHSIDE OF
 23RD ST.
  
 -ADJUST LOCATION OF FIRE HYDRANT AT NORTHWOOD AND
 PINEWOOD INTERSECTION SUCH THAT IT DOES NOT ENCROACH IN
 SIDEWALK AND HAS MORE CLEARANCE DISTANCE FROM
 STORMWATER UTILITY.
  
 -BACKFLOW ASSEMBLIES MUST BE LOCATED ON PRIVATE
 PROPERTY. CANNOT BE ONLY IN RIGHT OF WAY.
  
 -ENSURE FIRELINE BACKFLOW ASSEMBLY LOCATIONS ARE NFPA
 COMPLIANT.
  
 -ADD PROPOSED METER SIZING. IF METERS ARE 3 INCHES OR
 LARGER, THE SCALE FOOTPRINT IS LIKELY MUCH SMALLER THAN
 WHEN BUILT OUT AND WOULD CONFLICT WITH PROPOSED
 LOCATIONS.
  
 -LABEL ALL EXISTING AND PROPOSED FIRE HYDRANTS. SEE AT
 LEAST ONE MISSING LABELING.
  
 -FIRE HYDRANT AT BROADWAY AND 24TH MAY NOT MEET
 STANDARD DETAIL CLEARANCE REQUIREMENTS IF A TREE IS
 PLANTED NEAR IT.
  
 -SHOW AND LABEL ALL EXISTING WATER SERVICE LINES, METER
 BOXES, METERS, SEWER LATERALS, BACKFLOW ASSEMBLIES IN
 THE PROJECT AREA AND LABEL WHAT IS HAPPENING TO THEM.
 SEE MANY NOT SHOWN AND/OR LABELED.
  
 -BUILDING 3 FIRELINE CONFLICTS WITH A MONITORING WELL.
  
 -8 INCH FIRELINE: IS MISSING POINT OF SERVICE GATE
 VALVE; CONFLICTING WITH SOME KIND OF UTILITY BOX; IS IN
 MIDDLE OF SIDEWALK; DOES NOT HAVE PIPE DISTANCE
 MINIMIZED BETWEEN BACKFLOW ASSEMBLY AND WATER MAIN.
  
 -UTILITY PLAN SHOWS STREET SIGN IN PROPOSED PARKING
 SPOT AT BUILDING 2.
  
 -PROPOSE SEWER MANHOLE NEAR BUILDING 2 IS HALF IN
 STREET AND SIDEWALK MAKING MAINTENANCE MORE DIFFICULT.
 ALSO IF PRIVATE ADD TO LABEL.
  
 -TREE OR BUSH BLOCKING DRIVEWAY OF BUILDING 2 ON
 UTILITY PLAN.
  
 -THERE ARE SMALL CIRCULAR OBJECTS ON UTILITY PLAN NEAR
 PARKING SPOTS. IF THEY ARE BOLLARDS ADD TO LEGEND OR
 LABEL THEM.
  
 -WATER MAIN IN PINEWOOD IS OLDER AND MAY REQUIRE
 UPGRADE OR REPLACEMENT AS ADVISED BY ENGINEER OF RECORD
 AND/OR CITY OF WEST PALM BEACH.
  
 -23RD ST IS ONE-WAY GOING WEST UNTIL PINEWOOD. MAKE
 SURE PLANS ACCOUNT FOR THE ONE-WAY DRIVING DIRECTION.
  
 -SHOW LOCATIONS OF PROPOSED TRANSFORMER PADS WHEREVER
 OVERHEAD ELECTRIC UTILITIES ARE BEING UNDERGROUNDED.
  
 -SHOW ALL EXISTING DRIVEWAY APPROACHES AND LABEL ANY
 THAT ARE BEING REMOVED ON THE DEMO PLANS. FOR EXAMPLE,
 CANNOT TELL WHAT IS HAPPENING TO THE DRIVEWAY APPROACH
 AT 23RD ON THE SOUTH SIDE OF 701 23RD ST.
  
 -PLEASE MAKE SURE CURB TYPES ARE LABELED ON ALL SHEETS
 OF THE PAVING, GRADING, AND DRAINAGE PLANS.
  
 -REMOVAL, RELOCATION, OR ALTERATION OF CITY WPB METERED
 WATER SERVICES AND BACKFLOW ASSEMBLIES IN PROJECT AREA
 WOULD REQUIRE APPROVAL FROM ASSOCIATED DEPARTMENT
 REPRESENTATIVES. THEY TYPICALLY REQUIRE PROJECT TO PAY
 ANY ASSOCIATED UTILITY BILLING CHARGES OR FEES.
  
 -ADD WATER DEMAND CALCULATIONS TO UTILITY PLAN SHEETS.
  
 -EASEMENTS MAY BE REQUIRED FOR BUILDING STRUCTURES
 CROSSING RIGHT OF WAY.
  
 -PROVIDE VERTICAL CLEARANCE DISTANCE FOR ANY STRUCTURES
 OVER STREETS, AND ENSURE LARGE UTILITY VEHICLES SUCH AS
 VACUUM TRUCKS WILL HAVE SUFFICIENT CLEARANCE.
  
 -ON DEMO PLAN LABEL WHAT IS HAPPENING TO THE LARGE
 UTILITY POLES AT THE NORTHWEST CORNER OF BUILDING 1
 LOADING DRIVEWAY.
  
 -SOME OF THE VEHICLE MOVEMENTS AND SIGNAGE ARE NOT
 CLEAR FROM THE PLANS. FOR EXAMPLE, HOW WILL DRIVERS
 HEADING EAST ON 25TH KNOW NOT TO PULL INTO LOADING BAY
 FOR BUILDING 1. HOW WILL TRUCKS BACK UP INTO THAT BAY
 WITHOUT CREATING TRAFFIC PROBLEMS?
  
 -WATER UTILITIES ON 24TH ST BETWEEN PINEWOOD AND
 BROADWAY SHOULD BE REMOVED OR RELOCATED.
  
 -SHOW ALL GREASE TRAPS/INTERCEPTORS.
  
 -PROPOSED CURB DESIGN ON EAST SIDE OF PINEWOOD MAKES
 EXCAVATION AND MAINTENANCE OF EXISTING WATER MAIN
 DIFFICULT.
  
 -ALLEY BETWEEN 24TH AND NORTHWOOD HAS OVERHEAD
 UTILITIES WITH POLES THAT LOOK TO CONFLICT WITH
 PROPOSED BUILDINGS.
  
 -BUILDING 6 METERED WATER SERVICE NEEDS UTILITY
 EASEMENT SHOWN AND LABELED. VERIFY AREA AROUND METER
 BOX WILL BE LANDSCAPING AND NOT HARDSCAPE.
  
 -BUILDING 5 METERED WATER SERVICE NEEDS A UTILITY
 EASEMENT IF ON PRIVATE PROPERTY. METER BOX SHOULD NOT
 BE IN HARDSCAPE. METER BOX AND BACKFLOW ASSEMBLY SHOULD
 NOT BE IN MIDDLE OF SIDEWALK TRAFFIC.
  
 -THERE IS A LOT OF GAS UTILITIES BUT NOT SHOWING ON
 UTILITY PLANS. PLEASE SHOW ALL FRANCHISE AND DRY
 UTILITIES.
  
 -SEWER CLEANOUT FOR BUILDING 5 IS IN FRONT OF DOOR
 CREATING MAINTENANCE CONFLICT.
  
 -DID NOT SEE DEDICATED FIRELINES FOR BUILDINGS ON WEST
 SIDE OF PINEWOOD. ARE ANY NEEDED OR REQUIRED?
  
 -SHOW PAVEMENT RESTORATION BOUNDARIES FOR ALL UTILITY
 WORK INCLUDING 25TH ST AND 23RD ST. MAKE SURE THE
 BOUNDARIES COMPLY WITH DISTANCE REQUIREMENTS ON
 STANDARD DETAILS.
  
 -IS THE NEW CONNECTING ROAD BETWEEN NORTHWOOD AND 23RD
 INTENDED FOR PUBLIC USE? ARE ANY EASEMENTS NEEDED FOR
 IT SINCE ON PRIVATE PROPERTY? VERIFY IT WILL BE
 PRIVATELY MAINTAINED.
  
 -SEWER MAINS IN ALLEYS MAY NEED RELOCATION AS ADVISED
 BY ENGINEER OF RECORD AND/OR CITY OF WEST PALM BEACH.
  
 -SEWER MAIN IS SHOWN ON UTILITY PLANS ON WEST SIDE OF
 BROADWAY IN PROPOSED SIDEWALK. LOCATION WOULD MAKE
 EXCAVATION AND MAINTENANCE DIFFICULT. SOME PROPOSED
 TREE PLANTER LOCATIONS ON TOP OF SEWER MAIN ALSO
 CONFLICT WITH MAINTENANCE AS WELL AS SOME CURBING AT A
 MANHOLE.
  
 -DOMESTIC WATER SERVICES TYPICALLY ARE NOT 3 INCH. 3
 INCH METERS HAVE 4 INCH DIP SERVICE PIPE SHOWN ON
 STANDARD DETAILS.
  
 -ADD ELEVATION INFO TO SEWER MANHOLE LABELS.
  
 COMMENTS FROM MICHAEL TECHNOW, PROJECT ENGINEER, WPB
 PUBLIC UTILITIES, 561-494-1047, [email protected] :
  
 PLEASE REPLACE 24? WM ON PINEWOOD WITHIN LIMITS OF THE
 PROPOSED IMPROVEMENTS.
 - PROVIDE PROFILE FROM TAP TO POINT OF SERVICE.
 -REVISE UTILITY NOTES TO REFLECT ?CITY OF WEST PALM
 BEACH? NOT PBCWUD/COUNTY.
 - NO 3? SERVICES ALLOWED. USE EITHER 2? OR 4? WITH A
 REDUCER.
 -ADD NOTE TO CUT AND CAP ABANDONED SERVICES AT THE
 MAIN.
  
 COMMENTS FROM BURT BAIRD, CITY OF WPB UTILITIES O&M
 SUPERINTENDENT, 561-822-2056, [email protected] :
 ? PLEASE ENSURE ADDED FLOW CAN BE HANDLED AT LS# 23
 ? KIMBERLY HORN MENTIONED AN ADDITIONAL FLOW OF 54000
 GALLONS ? SEE EMAILED DOCUMENT
 ? THE COLLECTION SYSTEM AT THIS STATION EXPERIENCES
 HIGH AMOUNTS OF I&I. ANY PLANS ON THIS BEING ADDRESSED?
 ? I&I PUTS THE PUMPS AT THIS STATION ON LONG RUN TIMES
  
 FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR
 CONCERNS, THANKS.
  
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