| Date |
Text |
| 2021-03-21 12:28:05 | COMMENTS PER RICK ROSSANO, PROJECT COORDINATOR, CITY |
| | WPB ENG SERVICES, (561) 494-1098 [email protected] |
| | |
| | SHOW EASEMENTS AND WATER METERS FOR ALL PROPOSED WATER |
| | CONNECTIONS. |
| | BACKFLOWS SHALL BE ON PRIVATE PROPERTY ONLY. |
| | LABEL IRRIGATION BACKFLOWS. |
| | INCLUDE IRRIGATION AND FIRE IN WATER DEMAND CHART. |
| | LABEL SIZE OF SANITARY LATERAL TO BE GROUTED IN PLACE. |
| | IF IN ROW AND LARGER THAN 2 IN., REMOVE. |
| | |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | |
| | -VERIFY THAT ALUMINUM RAIL FENCE ON SOUTH LOT IS |
| | ALLOWED TO BE INSTALLED IN DRAINAGE, SANITARY SEWER |
| | LINE, & FPL EASEMENTS. |
| | |
| | -THERE ARE PROPOSED TREES IN DRAINAGE EASEMENT NEAR |
| | POOL. VERIFY THAT IS ACCEPTABLE. |
| | |
| | -SHEET C-02 SHOWS A TRIANGULAR AREA/OBJECT ON THE EAST |
| | SIDE OF THE POOL THAT IS IN THE DRAINAGE EASEMENT. WHAT |
| | IS IT? |
| | |
| | -BACKFLOW ASSEMBLIES CANNOT BE LOCATED IN UTILITY |
| | EASEMENTS. |
| | |
| | -IF DIXIE HIGHWAY IS BEING CUT/EXCAVATED, THEN IT WOULD |
| | NEED PAVEMENT RESTORATION TO OVERSEEING AGENCY?S |
| | STANDARDS. |
| | |
| | -PROPOSED 1 INCH METERS AND BACKFLOW ASSEMBLIES NEAR |
| | WEST SIDE OF PROPERTY DO NOT APPEAR TO HAVE ACCEPTABLE |
| | LOCATIONS. ONE OF THEM ALSO LOOKS TO HAVE SERVICE LINE |
| | RUNNING UNDER A STRUCTURE. WILL LIKELY NEED TO BE |
| | RELOCATED DURING FORMAL ENGINEERING SUBMITTAL. |
| | |
| | -IF THE EXISTING WATER SERVICE LINES ARE NOT SUITABLE |
| | FOR THE METER (SUCH AS SMALLER THAN METER SIZE), THEN |
| | NEW WATER SERVICES MAY BE NEEDED. |
| | |
| | -RELOCATED LIGHT POLES MAY NEED SIDEWALK RESTORATION. |
| | |
| | -DID NOT SEE ALL FIRE HYDRANTS LABELED ON CIVIL PLANS. |
| | |
| | -WILL THE 1 INCH METER FOR THE SOUTH LOT BE THE WATER |
| | SOURCE FOR THE 8 STORY BUILDING AND POOL? |
| | |
| | -ABOVE-GROUND WATER METER WITH MAINTENANCE BYPASS IS |
| | NOT SHOWN FOR THE 4 INCH DIP WATER SERVICE. |
| | |
| | -COULD NOT FIND A FIRELINE WATER SERVICE AND BACKFLOW |
| | ASSEMBLY FOR THE SOUTH LOT, BUT THERE IS AN FDC. PLEASE |
| | UPDATE PLANS OR EXPLAIN WHY THERE IS NO FIRELINE. |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL, LABEL ALL EXISTING |
| | WATER SERVICES WITH PIPE SIZE AND MATERIAL TYPE. |
| | |
| | -WPB SANITARY COLLECTIONS VERIFIED THAT THERE IS A |
| | SEWER MAIN RUNNING ACROSS NORTH LOT. THEY ADVISED IT |
| | CANNOT BE ALTERED WITHOUT APPROVAL FROM WPB UTILITIES |
| | ENGINEERING. |
| | |
| | -THERE ARE TWO DRAIN BASINS AT THE SOUTH SIDE OF |
| | PROPERTY THAT ARE NOT LABELED WITH ELEVATION |
| | INFORMATION. |
| | |
| | -WILL EUCALYPTUS HAVE TO BE EXCAVATED TO TIE INTO |
| | EXISTING 4 INCH AND 6 INCH DIP WATER SERVICES? |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: 1) SUBMIT SEPARATE |
| | SHEET WITH ALL WATER SERVICE STANDARD DETAILS THAT WILL |
| | BE USED 2) ADD WATER DEMAND CALCULATIONS TO WATER PLAN. |
| | 3) ADD PROPERTY ADDRESSES TO CIVIL PLANS. |
| | |
| | -IF 20 FOOT UTILITY EASEMENT IS NOT ELIMINATED, THEN |
| | STRUCTURES COULD NOT BE BUILT IN/OVER IT. |
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