| Date |
Text |
| 2023-06-22 10:27:24 | E23010043 - 512 CLEMATIS ST RESUB 4.21.23 |
| | |
| | NO COMMENTS FROM LINDA QUINONES, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPT., 561-494-1085 |
| | [email protected] : |
| | |
| | COMMENTS FROM MARK HURLEY, FIELD CUSTOMER SERVICE |
| | SUPER., WPB PUBLIC UTILITIES, 561-822-2262 OR |
| | [email protected]: |
| | -ADD WATER SERVICE STANDARD DETAILS WS1 AND WS6 TO PLAN |
| | SET. RECOMMEND ADDING THEM TO IRRIGATION PLAN SET ALSO. |
| | |
| | -LANDSCAPING PLAN PLANT LOCATIONS CONFLICT WITH |
| | UTILITIES AND DOES NOT SHOW PROPOSED UTILITY LOCATIONS |
| | THAT MATCH CIVIL ENGINEERING PLAN. PLEASE INCLUDE |
| | UPDATED/REVISED LANDSCAPING PLAN IN RESUBMITTAL |
| | PACKAGE. |
| | |
| | -PROVIDE FOLLOW-UP AS REFERENCED IN LAST RESPONSE |
| | LETTER: [COMMUNICATE WITH GREG MIHALKO [email protected] |
| | FROM WPB PARKS DEPARTMENT CONCERNING THE PPRC |
| | IRRIGATION CONDITIONS AS THE EXISTING METER AND |
| | BACKFLOW PROPOSED TO BE RELOCATED IS FOR PARKS |
| | IRRIGATION. VERIFY HIS APPROVAL AND INDICATE WHAT HIS |
| | DIRECTIONS ARE. ALSO INDICATE IF ANOTHER METERED WATER |
| | SERVICE IS NEEDED, OR IF PRIVATE IRRIGATION WILL RUN |
| | OFF 3 INCH DOMESTIC METER.] - I EMAILED GREG MIHALKO ON |
| | APRIL 3 AND 4, 2023 AND WILL CONFIRM HIS APPROVAL OR |
| | DIRECTION ONCE I RECEIVE IT. |
| | |
| | -PLANS NEED TO BE SIGNED, SEALED, AND DATED BY LICENSED |
| | ENGINEER. |
| | |
| | -CALLOUT PIPE MATERIAL TYPE AND SIZE OF FIRE LINE WATER |
| | SERVICE AND WATER SERVICE FOR 3 INCH METER. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. PROVIDE VERTICAL DATUM REFERENCE AND CONVERSION |
| | EQUATION TO NGVD1929 ON SHEETS 4 AND 5. |
| | 2. PROVIDE FINAL DESIGN PLAN(S) FOR THE RTANKS. NOTE |
| | ONLY ONE SHEET, DATED 1/3/2023, WAS INCLUDED IN THE |
| | APRIL 2023 SUBMTITAL. |
| | 3. REGARDING THE TYPICAL CROSS SECTIONS, PARTICULARLY |
| | AT DOORWAYS, REVIEW THE FLORIDA BUILDING CODE FOR THE |
| | MINIMUM REQUIRED LENGTH AND MAXIMUM ALLOWABLE SLOPE FOR |
| | LANDINGS OUTSIDE OF DOORS. THIS INFORMATION MAY BE |
| | FOUND IN CHAPTER 1010.1.5 AND 1010.1.6. REVISE THE |
| | AFFECTED SECTIONS AND VERIFY THE SIDEWALKS AT DOORWAYS |
| | WILL MEET THE EXISTING BACK OF SIDEWALK ELEVATION. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | |
| | PRIOR COMMENTS NOT ADDRESSED FROM APRIL 20, 2023 |
| | -COMMENT 1: CITY???S RECORD SHOWS THERE ARE (2) WATER |
| | SERVICES SERVING 512 CLEMATIS STREET FROM CLEMATIS |
| | STREET. THESE SERVICES NEED TO BE CUT AND CAP AT THE |
| | MAIN ON CLEMATIS STREET. EXISTING WATER AND SEWER |
| | SERVICES CURRENTLY SERVING THE PROPERTY, IF NOT USED, |
| | NEEDS TO BE CUT AND CAP AT THE MAIN. |
| | -COMMENT 3: PROVIDE A PROFILE FOR THE PROPOSED SANITARY |
| | SEWER LATERAL FROM THE PROPOSED MANHOLE/POINT OF |
| | CONNECTION TO THE PROPOSED CLEAN-OUT/POINT OF SERVICE. |
| | CALL OUT ALL UTILITY CROSSINGS WITH HORIZONTAL AND |
| | VERTICAL CLEARANCES. |
| | -COMMENT 5: REFER TO APPLICABLE CITY STANDARD DETAILS |
| | FOR PROPOSED SEWER LATERAL CONNECTION AND PLACEMENT OF |
| | CLEANOUT (GS 1-8) |
| | -COMMENT 6: THE CONNECTION FROM THE GREASE TRAP NEED TO |
| | BE MADE NORTH OF THE PROPOSED CLEANOUT/POINT OF |
| | SERVICE. EOR TO CONFIRM WHETHER A SEPARATE CONNECTION |
| | IS REQUIRED FOR FLOWS FROM GREASE TRAP. |
| | |
| | PRIOR COMMENTS NOT ADDRESSED FROM FEBRUARY 2022 PPRC |
| | SUBMITTAL |
| | -COMMENT 2: REPLACE EXISTING SANITARY SEWER LINE |
| | FRONTING THE PROPERTY UP TO SANITARY MANHOLE ON |
| | QUADRILLE PLAZA DRIVE. THE LIMITS OF THE CITY???S |
| | CLEMATIS STREET SOUTH ALLEYWAY IMPROVEMENTS WILL START |
| | FROM THE SW CORNER OF 512 CLEMATIS PROPERTY HEADING |
| | WEST TO ROSEMARY. |
| | -COMMENT 3: PERFORM SOFTDIGS AS REQUIRED TO CALL OUT |
| | HORIZONTAL AND VERTICAL CLEARANCES, AS WELL AS TO |
| | CONFIRM EXISTENCE OF DRY UTILITIES AND |
| | |
| | NEW COMMENTS: |
| | 1. PLAN SHEETS NEED TO BE SET UP TO PRINT TO SCALE ON |
| | 11???X17??? |
| | 2. THIS PROJECT FALLS WITHIN LS 40 SERVICE BOUNDARY. |
| | MODIFY ON PLANS FROM LS 43 TO LS 40. |
| | 3. CITY???S RECORD SHOWS THAT THE EXISTING WATER LINE |
| | IN THE ALLEYWAY IS NOT LOOPED AND IS POSSIBLY |
| | UNDERSIZED WEST OF QUADRILLE PLAZA DRIVE. THE EXISTING |
| | WATER MAIN FRONTING THE PROPERTY NEEDS TO BE REPLACED. |
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