| Date |
Text |
| 2020-09-21 09:38:08 | 1. PROVIDE VERTICAL DATUM AND DATUM CONVERSION |
| | INFORMATION (NAVD 1988 AND NGVD 1929) ON ALL CIVIL PLAN |
| | SHEETS. |
| | 2. 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. |
| | (UNABLE TO LOCATE ON RESUBMITTAL). |
| | 3. PROVIDE CCTV VIDEO OF EXISTING SANITARY FROM CITY |
| | SSMH1336 (POINT OF PROPOSED SANITARY CONNECTION TO CITY |
| | FACILITIES, THEN GOING EAST APPROX. 90 FT. TO NEXT CITY |
| | SSMH3098). ; REQUIREMENT OF SITE PLAN APPROVAL. |
| | 4. PER DISCUSSIONS WITH PUBLIC UTILITIES, PLEASE EXTEND |
| | EXISTING GRAVITY SANITARY SYSTEM 75 FT. WEST TO A NEW |
| | SANITARY MANHOLE, THEN SOUTH TO A NEW A SECOND SANITARY |
| | MANHOLE ON SITE IN DRIVEWAY NEAR THE NORTHEAST CORNER |
| | OF THE PROPERTY. YOUR PRIVATE ONSITE FORCEMAIN WILL |
| | CONVEY SEWER TO THE SECOND MANHOLE (CITY?S POINT OF |
| | SERVICE). A MARKUP AERIAL VIEW OF THE PROPOSED LAYOUT |
| | IS AVAILABLE. |
| | 5. PLEASE RESPOND TO ALL COMMENTS IN WRITING. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, CITY OF WPB |
| | ENGINEERING SERVICES (561) 494-1098 [email protected] |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR |
| | CITY OF WEST PALM BEACH PUBLIC UTILITIES, 561-822-2262 |
| | [email protected] |
| | |
| | -NEED UTILITY EASEMENTS FOR THE WATER METERS AND |
| | SERVICE LINES ON PRIVATE PROPERTY. BACKFLOW ASSEMBLIES |
| | SHOULD BE OUT OF THE UTILITY EASEMENTS. |
| | -ALL CONTAINMENT BACKFLOW ASSEMBLIES FOR THIS PROPERTY |
| | NEED BE RP TYPE. |
| | -ON FORMAL ENGINEERING SUBMITTAL LABEL WATER SERVICE |
| | LINE PIPING WITH SIZE AND MATERIAL TYPE. |
| | -UTILITY PLAN SHOWS EXISTING METERED WATER SERVICE WITH |
| | NO LABEL AND NOTE 2 SAYS EXISTING UTILITIES ARE TO BE |
| | REMOVED BY CONTRACTOR, BUT DEMO PLAN SAYS IT WILL |
| | REMAIN. PLEASE CORRECT CONTRADICTION. |
| | -REFERENCED PRESSURE PIPE STANDARD DETAILS ARE OLD |
| | REVISION ? PLEASE UPDATE TO NEWEST REVISION. |
| | -NEW WATER LINE TAPS MAY REQUIRE PAVEMENT RESTORATION |
| | IN ACCORDANCE WITH SD P-4. |
| | -WPB UTILITIES RECOMMENDS DUAL/PARALLEL BACKFLOW |
| | ASSEMBLIES ON DOMESTIC/GENERAL WATER SERVICES TO |
| | MINIMIZE WATER OUTAGE DURING BACKFLOW ASSEMBLY |
| | MAINTENANCE. |
| | -REMOVE DUAL WATER SERVICE AND FIRELINE STANDARD |
| | DETAILS IF THEY WILL NOT BE USED. |
| | -SOME OF THE PLANS SAY JAN2020. IS THAT THE MOST RECENT |
| | REVISION DATE OR WHEN PLANS WERE CREATED? |
| | -WILL THE PROPERTY NEED CITY WATER SERVICE FOR |
| | IRRIGATION? |
| | -BACKFLOW ASSEMBLIES NEED AT LEAST 18? CLEARANCE FROM |
| | BUSHES FOR MAINTENANCE. |
| | -KEEP AT LEAST 3? DISTANCE BETWEEN |
| | METER-BOXES/BACKFLOW-ASSEMBLIES AND TREES. ALSO APPLY |
| | ROOT BARRIERS AS NECESSARY TO PREVENT UTILITY DAMAGE. |
| | |
| |
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