| Date |
Text |
| 2021-09-22 13:31:07 | E21080001 ? WPB GOLF COURSE, 7201-7301 GEORGIA AVE. - |
| | 8-25-2021 SUBMITTAL |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-494-2262 OR |
| | [email protected]: |
| | |
| | LABEL THE GATE VALVES IMMEDIATELY UPSTREAM OF DCDA?S AS |
| | POINT OF SERVICE. RESPONSE: THE GATE VALVES FOR THE |
| | DCDA?S HAVE BEEN ADDED TO THE PLANS, REFER TO SHEETS |
| | C3.0?C3.2. |
| | FOLLOWUP: ADJUST THE LABELING TO THE NEXT GATE VALVE |
| | EAST ON BOTH. SECOND GATE VALVES FROM THE WATER MAIN |
| | SHOULD BE THE POINT OF SERVICE. |
| | DETAIL/LABEL THE TRANSITION UPSTREAM OF THE 3 INCH |
| | METERS AND DOWNSTREAM OF THE TAPPING VALVES. RESPONSE: |
| | THE TRANSITION HAS BEEN LABELED, REFER TO SHEET C3.2. |
| | FOLLOWUP: WAS LOOKING FOR INFORMATION ON THE PIPE |
| | MATERIAL (DIP) AND OFFSETS (LOOKS LIKE 45S). PLEASE ADD |
| | CALLOUT/LABEL. |
| | MAINTENANCE BUILDING WATER PLAN NEEDS TO BE REDESIGNED. |
| | 16 INCH WATER MAIN WHERE 6 INCH FIRE MAIN IS PROPOSED |
| | CANNOT BE USED. |
| | CLOSEST TAP LOCATION WOULD BE GREGORY/GEORGIA FOR |
| | ADDITIONAL WATER SERVICES. FIRE HYDRANT NEAR BUILDING |
| | WOULD BE PRIVATE AND DOWNSTREAM OF A DCDA. WATER METERS |
| | WOULD BE ADJACENT GEORGIA/GREGORY |
| | RESPONSE: THIS ITEM HAS BEEN DISCUSSED FURTHER WITH |
| | WEST PALM BEACH STAFF AND WE ARE LOOKING INTO COST |
| | SAVING OPPORTUNITIES TO AVOID HAVING TO RUN A 2? AND 4? |
| | LINE FROM GREGORY/GEORGIA ALL THE WAY TO THE |
| | MAINTENANCE BUILDING (APPROXIMATELY 200FT.). |
| | FOLLOWUP: NOT SATISFIED. SUBMITTED PLAN LOOKS ROUGHLY |
| | THE SAME. PLEASE SUBMIT NEW PLAN. |
| | NEW COMMENTS: |
| | -CHECK THE LOS ANALYSIS FOR THE OFFICE WATER AND SEWER. |
| | THE CANNOT REPRODUCE THE CALCULATIONS USING THE |
| | INFORMATION SHOWN. NOT SURE IF TYPO OR PART OF EQUATION |
| | MISSING. |
| | -SHEET C5.3 WATER SYSTEM NOTES TALKS ABOUT CITY OF FT. |
| | LAUDERDALE. PLEASE EDIT. |
| | |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. UNLESS INDICATED ELSEWHERE, FOR THE PGD SHEETS, |
| | INDICATE WHICH EXFILTRATION DETAIL ON SHEET C4 IS TO BE |
| | FOLLOWED FOR THE EXFILTRATION TRENCHES SHOWN ON THE PDG |
| | SHEET. THIS CAN BE: (A) A GENERAL NOTE ON EACH SHEET IF |
| | ALL EXFILTRATION TRENCHES ARE TO BE CONSTRUCTED PER ONE |
| | PARTICULAR DETAIL; (B) PUT THE PARTICULAR OR CUSTOMIZED |
| | EXFILTRATION TRENCH DETAIL ON THE PGD SHEET IF THERE IS |
| | ROOM; OR (C) LABEL EACH EXFILTRATION TRENCH ON THE PGD |
| | PLANS AS 5? X 6?, 4? X 6? OR 4? X 4?. NOTE THE PIPE |
| | INVERT ELEVATIONS FOR THE EXFILTRATION TRENCHES ON |
| | SHEETS C2.3 AND C2.4 DO NOT MATCH ANY OF THE PIPE |
| | INVERTS SHOWN IN THE THREE EXFILTRATION TRENCH DETAILS |
| | ON SHEET C4. |
| | |
| | 2. AT THE MAINTENANCE BUILDING, IS THE INTENT TO HAVE |
| | THE FLOW FROM THE BUBBLE UP STRUCTURE CB#4 FLOW OVER |
| | THE TOP OF BERM AND INTO THE C-51 CANAL? IS THERE ANY |
| | STORAGE PROVIDED AT CB#4? |
| | |
| | COMMENTS FROM MIKE TECHNOW, PUBLIC UTILITIES ENGINEER, |
| | [email protected], 561-494-1047: |
| | |
| | -SHEET C3.1 ADD MATCH LINE. |
| | - ADD NOTE THAT THIS PROJECT IS WITHIN LS 3 SERVICE |
| | BOUNDARY. |
| | -SHOW PROFILE OF POINT OF SERVICE & WATER MAIN OFFSET. |
| | -ON SHEET C6.3 SHOW WM UNDER 8? WW WITH MIN. 12? |
| | VERTICAL SEPARATION. |
| | -PLEASE REVISE PLANS ONCE SOFT DIG INFORMATION IS |
| | AVAILABLE PRIOR TO CONSTRUCTION STARTING. |
| | -ADD NOTE ON SHEET C3.2 TO RESTRAIN 8? WM ON EACH SIDE |
| | AS REQUIRED (TYPICAL). |
| | -CHECK LOCATION OF NEAREST VALVE, MAY HAVE TO ADD TWO |
| | INSERTION VALVES OR TWO LINE STOPS AND GATE VALVE. |
| | -IN ?WATER SEWER NOTES? REMOVE BROWARD COUNTY AND |
| | REPLACE WITH PALM BEACH AND CITY?S STANDARDS. |
| | -ADD NOTE REQUIRING BAC-T TEST. |
| | -PROVIDE POST CCTV ON SEWER. |
| | -REMOVE NON-CITY APPROVED DETAILS. |
| | -ADD PROFILE FOR ANY PIPE THE CITY WILL OWN & MAINTAIN. |
| | FROM TAP TO POINT OF SERVICE. |
| | -TIE IN WITH 16? TRANSMISSION MAIN MUST BE COORDINATED |
| | WITH WATER PLANT. MUST BE DOWN DURING LOW FLOW PERIOD. |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | RICK ROSSANO, PROJECT COORDINATOR, ENGINEERING SERVICES |
| | DEPARTMENT (561) 494-1098 [email protected] |
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