| Date |
Text |
| 2021-08-05 07:21:02 | COMMENT PER RICK ROSSANO, PROJECT COORDINATOR, ENG. |
| | SERVICES DEPT., DIRECT: (561) 494-1098 [email protected] |
| | |
| | PLEASE SHOW PARAMETERS OF UTILITY EASEMENTS FOR |
| | PROPOSED UTILITY WATER METERS IN BLOW UP 1 ON PAGE |
| | C-501. |
| | |
| | |
| | THE FOLLOWING COMMENTS ARE FROM MARK HURLEY, FIELD |
| | CUSTOMER SERVICE SUPERVISOR, WPB PUBLIC UTILITIES, |
| | PLEASE CONTACT 561-494-2262 OR [email protected]: |
| | -THERE IS CROSS WALK AT NORTH SIDE OF BUILDING WITH |
| | MARKINGS THAT RUN INTO ISLAND CURB. PLEASE CORRECT. |
| | |
| | -THE ACCESSIBILITY PLAN DOES NOT SHOW ROUTE FROM ROW |
| | SIDEWALK TO BANK. IS THERE ONE? |
| | |
| | -ADD A SMALL UTILITY EASEMENT ALL THE WAY AROUND THE |
| | PROPOSED FIRE HYDRANT WITH ITS PIPING. |
| | |
| | -ONE OF THE WATER SERVICES NEAR THE DUMPSTER DOES NOT |
| | HAVE PLUMBING PIPE SHOWN. IS IT FOR IRRIGATION? |
| | |
| | -WILL THE IRRIGATION WATER SERVICE AT NORTH SIDE OF THE |
| | PROPERTY IRRIGATE THE SOUTH SIDE OF PROPERTY? |
| | |
| | -FOR FORMAL ENGINEERING SUBMITTAL: ADD ADDITIONAL GATE |
| | VALVES IN THE GRASS AFTER THE SIDEWALK FOR THE |
| | FIRELINES NEAR THE DUMPSTER AND LABEL THEM POINT OF |
| | SERVICE; LABEL ALL PROPOSED WATER SERVICE PIPE WITH |
| | PIPE SIZE AND MATERIAL TYPE. |
| | |
| | -IS THE SEWER LATERAL FOR THE WESTERN BUILDING SHOWN ON |
| | THE UTILITY PLAN? |
| | |
| | -VERIFY THE EXISTING WATER SERVICE SHOWN IN THE AREA OF |
| | BLOW UP 1 IS BEING REMOVED, AND ONE OF THE PROPOSED NEW |
| | METERED WATER SERVICES WILL CONTINUE PROVIDING WATER |
| | SERVICE AFTER PROJECT IS COMPLETED. |
| | |
| | -THE SEWER LATERALS FOR THE EAST BUILDING AND BANK ARE |
| | NOT SHOWN ON UTILITY PLAN. IF THEY ARE CONNECTED TO THE |
| | EXISTING 8 INCH CLAY SEWER PIPE AT THE REAR OF THE |
| | STORES, WILL THE EXISTING AND PROPOSED SEWER SYSTEMS |
| | FUNCTION PROPERLY? |
| | |
| | -THERE APPEAR TO BE BOLLARDS AROUND THE PROPOSED FIRE |
| | HYDRANT. CHECK TO SEE IF THEY COMPLY WITH STANDARD |
| | DETAIL P-8. |
| | |
| | -1.5 INCH METERS REQUIRE 2 INCH SERVICE PIPE BETWEEN |
| | THE METER AND WATER MAIN. |
| | |
| | -PAVEMENT RESTORATION BOUNDARIES ON NOTTINGHAM LOOK |
| | SMALLER THAN REQUIRED. CHECK DIMENSIONS NEEDED ON THE |
| | TRENCHING OR PAVEMENT RESTORATION STANDARD DETAILS AND |
| | ADJUST. |
| | |
| | -IS THERE AN FDC FOR THE EASTERN PROPOSED 8 INCH DCDA? |
| | IF NOT, IS ONE NEEDED? |
| | |
| | -ARE ANY OF THE PROPOSED RETAIL SHOPS PLANNING TO BE |
| | RESTAURANTS? |
| | |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT |
| | DIRECT: (561) 494-1098 [email protected] |
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