| Date |
Text |
| 2023-04-26 14:20:44 | E-23010008- 2414 FLORIDA AVE.- 4.03.23 ??? RESUBMITTAL |
| | REVIEW |
| | |
| | NO COMMENTS FROM LINDA M. QUINONES-CINTRON, 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]: |
| | -STILL HAVE OLD REVISION WPB STANDARD DETAILS ON SHEET |
| | 4. REPLACE ALL OLD REVISION STANDARD DETAILS WITH |
| | NEWEST REVISION. THEY ARE PUBLISHED ON CITY WEBSITE. |
| | |
| | -ON SHEET 1, PLEASE MAKE SURE THAT ALL THE METERED |
| | WATER SERVICES THAT ARE BEING REMOVED HAVE THE SAME |
| | CALLOUT TO ADDITIONALLY REMOVE BOX AND REPLACE SIDEWALK |
| | AS NOTED IN RESPONSE LETTER. SEE ONE OF THEM UPDATED, |
| | BUT TWO ARE STILL THE SAME. |
| | |
| | -ON SHEET 1 ADD GENERAL NOTE FOR CONTRACTOR TO RETURN |
| | REMOVED WATER METERS TO CITY WPB. CAN CONTACT |
| | [email protected]. |
| | |
| | -RESPONSE LETTER SAID STANDARD DETAIL WS4 WAS REMOVED, |
| | BUT STILL SEE IT ON SHEET 4. |
| | |
| | -CONSIDER ADDING REVISION DATES TO PLAN SHEETS. |
| | |
| | COMMENTS FROM TRACY WARD, SR. STORMWATER ENG., |
| | ENGINEERING SERVICES, [email protected] 561-494-1120: |
| | |
| | 1. THE CITY???S OFFICIAL VERTICAL DATUM IS NGVD1929. |
| | THE CITY HAS ALLOWED PROJECTS TO BE SUBMITTED USING |
| | NAVD1988 AS THE VERTICAL DATUM PROVIDED THE VERTICAL |
| | DATUM IS LISTED ON EVERY SHEET WITH ELEVATION |
| | INFORMATION AND THAT THERE IS A CONVERSION EQUATION |
| | BETWEEN NAVD1988 AND NGVD1929 ON THE SHEET(S). LIST THE |
| | VERTICAL DATUM AND CONVERSION EQUATION ON SHEET 5. |
| | 3. THE HANDICAP PARKING SPACE AND THE SOUTHERN-MOST |
| | PARKING SPACE WILL BE BACKING OUT OVER EXISTING CURB |
| | INLETS AND WILL NEED TO BE RELOCATED/ELIMINATED. CITY |
| | DEVELOPMENT CODE SECTION 94-485.J.1 PROHIBITS PARKING |
| | AND LOADING SPACE CONFIGURATIONS THAT REQUIRE BACKING |
| | DIRECTLY ONTO A STREET IN ALL RESIDENTIAL AND |
| | NONRESIDENTIAL ZONING DISTRICTS. |
| | 4. THE HANDICAP SPACE AND ACCESS AISLE ARE LIMITED TO |
| | 2% SLOPE IN ALL DIRECTIONS. NO PROPOSED SPOT GRADES ARE |
| | SHOWN ON ANY SHEET. |
| | 5. REPLACE THE SIDEWALKS ALONG THE BUILDING FRONTAGES |
| | TO BE ADA COMPATIBLE IF CURRENT CROSS SLOPE EXCEEDS 2%. |
| | SHOW THE JOINTS AS NON-SCREENED LINES SO IT STANDS OUT |
| | AS NEW. CALLOUT ANY SIDEWALK ALONG WESTWOOD ROAD THAT |
| | WILL BE REPLACED. |
| | 6. THE CURB RAMP ON THE NE CORNER OF FLORIDA AVE AND |
| | WESTWOOD ROAD WILL NEED TO BE CONSTRUCTED TO CURRENT |
| | ADA REQUIREMENTS IF THE ASPHALT ADJACENT TO THE RAMP IS |
| | MODIFIED IN ANY WAY. CALLOUT THE FDOT RAMP |
| | NUMBER/LETTER AND REFER TO THE CURRENT FDOT STANDARD |
| | PLAN INDEX NUMBER. |
| | 7. LABEL THE SURFACE MATERIAL BETWEEN THE AREAS BOUNDED |
| | BY SIDEWALK, STEPS UP TO THE BUILDING AND PARKING |
| | SPACES (I.E. THIS YELLOW SHADED AREA): (SEE WORD |
| | DOCUMENT IN EMAIL 4.19.23) |
| | |
| | |
| | 8. TYPICAL PARKING LOT STRIPING DETAIL ON SHEET 4 SHOWS |
| | THE PARKING SPACE DEPTH TO BE 18.5 FEET. THE CITY |
| | DEVELOPMENT CODE SECTION 94-485 SPECIFIES STANDARD |
| | 90-DEGREE PARKING SPACES AS 8.5 FEET WIDE BY 18 FEET |
| | DEEP AND SMALL CAR 90-DEGREE PARKING SPACES AS 8 FEET |
| | WIDE BY 16 FEET DEEP. |
| | 9. PROVIDE A CROSS SECTION FROM THE FACE OF BUILDING TO |
| | THE CENTERLINE OF FLORIDA AVE. SHOW BREAK POINTS, LABEL |
| | SURFACE FEATURES, SURFACE SLOPES, RIGHT WAY WITH STREET |
| | NAME. PROVIDE DISTANCES FROM THE R/W TO EDGE OF ROAD |
| | PAVEMENT, TO BACK OF SIDEWALK, TO THE ELEVATED SIDEWALK |
| | NEXT TO THE BUILDING AND TO THE FACE OF THE BUILDING. |
| | 10. SHOW THE EXISTING WATER SERVICES BETWEEN THE WATER |
| | METER AND WATER MAIN. SHOW THE EXTENT OF ROAD MILLING |
| | AND RESURFACING PER THE CITY???S TRENCH DETAIL. |
| | 11. DRAW THE VALLEY GUTTER AS BEING 2 FOOT WIDE |
| | (CURRENTLY SHOWN AS 0.5 FOOT WIDE) AND SHOW THE FLOW |
| | LINE. THE VALLEY GUTTER TO HAVE POSITIVE DRAINAGE TO AN |
| | INLET. |
| | 12. WHY IS TYPE ???F??? CURB AND GUTTER BEING |
| | CONSTRUCTED ALONG WESTWARD ROAD? THE EDGE OF PAVEMENT |
| | FRONT OF GUTTER IS NOT SHOWN. HOW IS THE STORMWATER |
| | TREATMENT, CURRENTLY PROVIDED IN THE SWALE, BEING |
| | REPLACED? |
| | 13. IF THE PARKING LOT IS BEING RECONSTRUCTED THEN |
| | STORMWATER MANAGEMENT, MEETING SFWMD ERP CRITERIA, WILL |
| | NEED TO BE PROVIDED ONSITE. |
| | |
| | COMMENTS FROM RICKY ELIZONDO, PUB. UTILITIES PLANS |
| | EXAMINER, [email protected] , 561-494-1101: |
| | -COMMENT 2 NOT FULLY ADDRESSED. PLEASE SPECIFY THE |
| | BACKFLOW TYPE, NOT JUST THE SERVICE THAT THE BACKFLOW |
| | BELONGS TO |
| | -DENOTE CITY OF WPB???S POINT OF SERVICE FOR BOTH WATER |
| | AND SEWER |
| | -PROPOSE PLAN TO MINIMIZE OUTAGES TO CUSTOMERS DURING |
| | CONSTRUCTION (WILL LINE STOPS, INLINE VALVES, VALVE |
| | SHUTDOWNS, ETC. BE NECESSARY?) |
| | -PLEASE COMPLETE CCTV OF SEWER MAIN FROM MANHOLES ON |
| | WESTWOOD TO UPLAND, OR PROVIDE COMPLETED CCTV AND |
| | REPORT IN ORDER TO ASSESS CONDITION OF EXISTING PIPE |
| | AND DETERMINE IF LINING/REPLACEMENT MAY BE NECESSARY |
| | -LOCATION MAP SHOWS EXTENTS OF PROJECT AS ARDMORE BEING |
| | THE NORTHERN LIMITS WHILE PLANS ONLY SHOW WORK UP TO |
| | UPLAND. PLEASE SPECIFY IF WHETHER OR NOT WORK IS BEING |
| | DONE NORTH OF THE PLAN LIMITS. |
| | -SHOW ALL EXISTING VALVES AND APPURTENANCES FOR BOTH |
| | WATER AND SEWER |
| | -PRINT SHEETS SO THAT THEY ARE TO SCALE ON 11X17 PAPER |
| | |
| | FEEL FREE TO CONTACT US IF YOU HAVE ANY QUESTIONS OR |
| | CONCERNS, THANKS. |
| | LINDA M. QUINONES-CINTRON, PROJECT COORDINATOR, |
| | ENGINEERING SERVICES DEPARTMENT (561) 494-1085 |
| | [email protected] |
| | |
| |
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