| 2016-09-14 16:01:38 | FOLLOWING ARE THE COMMENTS ON WATER AND SEWER PLAN |
| | (SHEET C-8): |
| | 1. PROPOSED SANITARY MANHOLE MH-1 IS PLACED ON THE |
| | PROPERTY LINE. MOVE IT ON SITE I.E. WITHIN THE PROPERTY |
| | LINE (REFER TO #1 COMMENT ON THE ATTACHED MARKED-UP |
| | SHEET). |
| | 2. PLAN SHOWS TWO (2) 90? BENDS THOSE ARE PROPOSED FOR |
| | A NEW 8IN. WATER MAIN TO CONNECT TO AN EXISTING 8IN. WM |
| | STUB TO AVOID A STORM DRAIN MANHOLE (REFER TO THE AREA |
| | NEAR THE 1-1/2IN. WATER METER WITH 1-1/2IN. BACKFLOW |
| | PREVENTER ASSEMBLY, REFER TO #2 ON THE ATTACHED |
| | MARKED-UP PLAN).). THE CITY WILL NOT ACCEPT FITTINGS |
| | FOR WATER MAIN WHILE INSIDE THE RIGHT-OF-WAY (UP THE |
| | GROVE LANE). USE 2IN. POLY OR COPPER FROM THE 8IN. STUB |
| | OUT (REFER TO CITY?S STANDARD DETAIL WS-1, ISSUED IN |
| | 2016). ALSO SHOW VERTICAL CONFLICT ELEVATIONS WITH THE |
| | STORM DRAIN WHILE CROSSING. |
| | 3. UTILITY EASEMENT WILL BE REQUIRED FOR THE PROPOSED |
| | WATER METER ONSITE (REFER TO THE SKETCH LABELED #10 ON |
| | THE ATTACHED MARKED-UP PLAN). |
| | 4. REMOVE THE 8IN. PVC SANITARY PIPE STUB/PLUG IT FROM |
| | INSIDE THE EXISTING MANHOLE LOCATED ON UP THE GROVE |
| | LANE (REFER TO #3 ON THE ATTACHED MARKED-UP PLAN). |
| | PLACE A NOTE ON THE PLAN: ?REHABILITATE MANHOLE PER |
| | CITY STANDARD?. |
| | 5. 2IN. AND 4IN. PVC CONDUITS ARE SHOWN CROSSING THE |
| | 2-IN. AND 6IN. WATERLINES. FROM THE CIVIL PLANS IT IS |
| | NOT CLEAR WHERE ARE THEY GOING. PLEASE SHOW CONFLICT |
| | WITH THE EXISTING 15IN. STORM DRAINS (ON UP THE GROVE |
| | LANE) IF THEY ARE CROSSING OVER INSIDE THE STREET |
| | RIGHT-OF-WAY (REFER TO #4 ON THE ATTACHED MARKED-UP |
| | PLAN). A PRIVATE UTILITY EASEMENT WILL BE REQUIRED IF |
| | CONDUITS GO OUT ON THE CITY RIGHT-OF-WAY. |
| | 6. EXISTING DRIVEWAYS APRON/ENTRANCE TO THE EXISTING |
| | ROCK AREA SHALL BE REMOVED (REFER TO #5 ON THE ATTACHED |
| | MARKED-UP PLAN). PUT A LABEL ON THE PLAN NOTING: |
| | ?DRIVEWAY APPROACH SHALL BE REMOVED AND RESTORE WITH |
| | GRASS? |
| | 7. LABEL SIZE AND MATERIAL FOR THE EXISTING WATERLINE |
| | THAT IS CONNECTING THE EXISTING 6IN. DDCV AND THE |
| | 1-1/2IN. IRRIGATION METER TO THE EXISTING 10IN. DIP WM |
| | TO THE SOUTH (REFER TO #6 ON THE ATTACHED MARKED-UP |
| | PLAN). |
| | 8. PLEASE NOTE THAT: AS OF DECEMBER 20, 2015 THE CITY |
| | OF WEST PALM BEACH CROSS-CONNECTION CONTROL MANUAL HAS |
| | BEEN REVISED, MAKING KNOWN THAT IN.ALL BACKFLOW DEVICES |
| | MUST BE LEAD FREE.IN. FOR MORE INFORMATION REFER TO THE |
| | LINK BELOW: |
| | HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI |
| | CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL |
| | 9. NEAREST FIRE DEPARTMENT CONNECTION (FDC) DISTANCE TO |
| | FIRE HYDRANT SHALL BE A MAXIMUM OF 150 LINEAR FEET. |
| | CONSULT MEP AND FIRE CODE TO VERIFY (REFER TO #8 ON THE |
| | ATTACHED MARKED-UP PLAN). |
| | 10. PLEASE USE THE CITY'S LATEST DETAILS FOR THE |
| | FOLLOWING STANDARD DETAILS: WS-1; WS-5; P-3. |
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