City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Project Z23030025
Project Number	Z23030025
Review Stop	STORM
Sequence Number	1

Notes

Date	Text
2023-04-12 13:45:23	THIS IS A CONCEPTUAL LEVEL REVIEW. CONSTRUCTION LEVEL
	DETAILS, DESIGN CALCULATIONS AND THE POLLUTION
	PREVENTION PLAN WILL BE REVIEWED AS PART OF THE
	ENGINEERING DEVELOPMENT APPROVAL AND BUILDING PERMIT
	APPLICATION PROCESSES.

	THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO SITE
	PLAN APPROVAL:

	1. THE CITY???S OFFICIAL VERTICAL DATUM PER CITY CODE
	IS NGVD1929. THE NAVD1988 VERTICAL DATUM MAY BE USED IF
	THE CONVERSION EQUATION BETWEEN NAVD1988 AND NGVD1929
	IS PROVIDED. PROVIDE THE CONVERSION EQUATION TO
	NGVD1929 ON THE SURVEY.

	2. VICINITY SKETCH MISSING ON THE SURVEY.

	3. PROVIDE PROPOSED GRADES OR FLOW ARROWS ON THE PGD
	PLAN. SUGGEST MOVING CATCH BASIN NO. 1 EASTWARD TO THE
	OPEN PARKING AREA OR INSTALL A TRENCH DRAIN ACROSS THE
	OPENING TO INTERCEPT SURFACE FLOW BEFORE IT ENTERS THE
	COVERED PARKING AREA.

	4. PROVIDE A CROSS SECTIONS AT THE DRIVEWAY AND AT THE
	ON-STREET PARKING SPACE FROM THE CENTERLINE OF
	CLEARWATER PARK ROAD TO 5 FEET BEYOND THE HIGH POINT OF
	THE DRIVEWAY. SHOW BREAK POINTS, LABEL SURFACE FEATURES
	SUCH AS GUTTERS, SIDEWALK AREAS, FACE OF BUILDING,
	RIGHT OF WAY, ETC. PROVIDE DIMENSIONS FROM R/W TO EDGE
	OF PAVEMENT, TO FRONT OF SIDEWALK AREA, TO FACE OF
	BUILDING, TO HIGH POINT OF DRIVEWAY. PROVIDE SLOPE
	ARROWS TO SHOW HOW THE SURFACES ARE TO DRAIN.

	5. REPLACE THE CMP PIPE IN THE R/W WITH RCP PIPE.

	6. GARAGE GROUND FLOOR TO HAVE SUFFICIENT VERTICAL
	CLEARANCE TO ALLOW MAINTENANCE AND EVENTUAL REPLACEMENT
	OF THE EXFILTRATION TRENCH SYSTEM WHEN IT NO LONGER
	FUNCTIONS AS DESIGNED.

	7. THE CITY DOES NOT ALLOW THE USE OF BLEEDERS WITH
	EXFILTRATION SYSTEMS.

	8. IT APPEARS THE PROPOSED 8 INCH SANITARY MAIN WILL BE
	IN CONFLICT WITH THE EXISTING 24 INCH STORM PIPE.

	9. THE FIRE HYDRANT EXTENSION MAY BE IN CONFLICT WITH
	THE 24 INCH STORM PIPE. CONSIDER MOVING THE FH TO THE
	UTILITY EASEMENT AT THE BACK OF SIDEWALK.

	10. ON-STREET PARKING SPACE SHOULD BE ASPHALT INSTEAD
	OF CONCRETE.

	11. SHOW MILL AND RESURFACE LIMITS PER THE CITY???S
	PIPE TRENCH DETAIL.

	12. PROVIDE A DETAIL OF THE CONTROL STRUCTURE. PRB'S
	SHOULD BE USED AT THE ENDS OF EXFILTRATION TRENCHES TO
	EXTEND THE LIFE OF THE TRENCHES.

	13. SHEET C-06 - UPDATE REFERENCES TO FDOT STANDARD
	INDEX NUMBERS TO FDOT STANDARD PLAN NUMBERS
	A. INDEX 17355 = PLAN 700-102
	B. INDEX 17346 = PLAN 711-001

	14. ON PMS PLAN (SHEET C-16) , PLACE THE 24??? STOP BAR
	ON THE NORTH SIDE OF THE DOUBLE YELLOW FOR THE TRAFFIC
	EXITING THE GARAGE.

	15. SHEET C-17, EROSION CONTROL PLAN:
	A. MOVE THE SOIL TRACKING PREVENTION DEVICE OUT OF THE
	R/W.
	B. SHOW THE EXISTING DRAINAGE STRUCTURES AND PROTECTION
	ON ALL OF THE INLET STRUCTURES THAT CAN RECEIVE RUNOFF
	FROM THE SITE OR FROM THE RIGHT OF WAY ADJACENT TO THE
	SITE.

	16. SHOW PROPOSED UTILITIES ON THE LANDSCAPE PLANS.
	AVOID PLANTING TREES OVER OR NEAR THE EXISTING STORM
	PIPE AND OTHER UTILITIES. ROOT BARRIER SHOULD BE
	INSTALLED NO CLOSER THAN FIVE FEET TO THE OUTSIDE OF
	UTILITY PIPES.


	THE FOLLOWING COMMENTS MUST BE ADDRESSED PRIOR TO
	ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
	BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL.

	1. DRAINAGE SYSTEM TO BE DESIGNED TO MEET SFWMD ERP
	CRITERIA. STORMWATER CALCULATIONS WILL BE REVIEWED WITH
	THE ENGINEERING PERMIT SUBMITTAL.

	2. PROVIDE COPY OF SFWMD ERP AND FDEP NPDES
	CONSTRUCTION PERMIT BEFORE START OF CONSTRUCTION.

	3. PROVIDE EROSION AND SEDIMENT CONTROL PLAN WITH THE
	ENGINEERING PERMIT SUBMITTAL.

	TRACY WARD, PE
	SENIOR STORMWATER ENGINEER
	ENGINEERING SERVICES DEPARTMENT
	561-494-1120 (O)
	[email protected]

	Print