City of West Palm Beach eGovPlus

Plan Review Notes

Plan Review Notes For Project Z22090019
Project Number	Z22090019
Review Stop	STORM
Sequence Number	2

Notes

Date	Text
2023-07-13 08:06:38	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. PROVIDE CROSS SECTIONS FROM THE CENTERLINE OF THE
	RIGHT OF WAY AND FROM PROPERTY LINES TO THE FACE OF THE
	BUILDING AT EACH PROPERTY LINE. SHOW GRADE BREAKS, FLOW
	ARROWS, ETC. LABEL AND DIMENSION SURFACE FEATURES (CURB
	AND GUTTER, SIDEWALK, BUILDING, LANDSCAPE STRIPS,
	ETC.). PROVIDE DIMENSIONS FROM PROPERTY LINE TO EDGE OF
	PAVEMENT, BACK OF CURB, BACK OF SIDEWALK, FACE OF
	BUILDING.

	2. PROVIDE CROSS SECTION AT EACH DRIVEWAY. SHOW GRADE
	BREAKS, FLOW ARROWS, ETC. LABEL AND DIMENSION SURFACE
	FEATURES (CURB AND GUTTER, SIDEWALK, BUILDING,
	LANDSCAPE STRIPS, ETC.). PROVIDE DIMENSIONS FROM R/W TO
	EDGE OF PAVEMENT, BACK OF GUTTER, BACK OF SIDEWALK,
	FACE OF BUILDING. LABEL THE RIGHT OF WAY.

	3. PROVIDE A CROSS SECTION FOR THE DRIVEWAY AISLE
	BETWEEN THE BUILDINGS. LABEL TYPICAL CROSS SLOPES. WAS
	AN INVERTED CROWN CROSS SECTION CONSIDERED TO MOVE THE
	DRAINAGE STRUCTURES FURTHER AWAY FROM THE GARAGE
	ENTRANCES AND TO REDUCE THE NUMBER OF DRAINAGE
	STRUCTURES?

	4. THERE APPEARS TO BE AN EAST WEST SLOPE ALONG THE
	DRIVE AISLE (BETWEEN THE BUILDINGS) IN EXCESS OF 2
	PERCENT. THE CROSS SLOPE OF ANY PEDESTRIAN PATHS IN THE
	NORTH SOUTH DIRECTION WITHIN THIS AREA WILL NEED TO BE
	CHECKED TO SEE THAT IT DOES NOT EXCEED 2%.

	5. CREATE SWALES ALONG THE BACK OF SIDEWALK TO PREVENT
	DIRECT RUNOFF ONTO THE SIDEWALK.

	6. CREATE SWALES ALONG THE PROPERTY LINES TO PREVENT
	RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES.

	7. LABEL EXISTING UTILITIES (SIZE, MATERIAL) WITH THE
	RIGHT OF WAY.

	8. THE HEALTH DEPARTMENT DOES NOT ALLOW CONFLICT
	STRUCTURES BETWEEN WATER MAINS AND DRAINAGE STRUCTURES.
	ADJUST THE ALIGNMENT OF THE PROPOSED FIRE LINE TO AVOID
	DRAINAGE STRUCTURE S-107.

	9. CONSIDER THE USE OF PERVIOUS PAVERS TO REDUCE THE
	AMOUNT OF STORMWATER RUNOFF.

	10. SHOW THE UTILITIES ON THE LANDSCAPE PLANS.
	COORDINATE PLACEMENT OF TREES TO AVOID UTILITIES.

	11. SHOW MILL AND RESURFACING LIMITS WITHIN THE RIGHT
	OF WAY FOR THE PAVEMENT TRENCH CUTS.

	12. THE CURBING AROUND THE BULBOUTS ON EITHER END OF
	THE ON-STREET PARKING APPEAR TO BE FURTHER THAN THE
	EXISTING TYPE F CURB AND GUTTER.

	13. SHOW THE EXISTING CURB AND GUTTER AT THE WEST AND
	EAST END OF THE DEVELOPMENT AND HOW THE PROPOSED CURB
	AND GUTTER WILL TIE IN.

	14. PROVIDE DROP CURB AT THE NORTH SIDE OF THE ON
	STREET PARKING SPACES OR TYPE F CURB AND GUTTER AT THE
	BACK OF THE ON STREET PARKING SPACES. DESIGN THE SLOPE
	OF THE GUTTER TO FLOW TO EXISTING DRAINAGE STRUCTURES.

	15. DRIVEWAY APRONS TO BE CONCRETE WITHIN THE RIGHT OF
	WAY.

	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. THE TRENCH DRAINS ALL
	APPEAR TO BE INTERCONNECTED SO THE DRAINAGE STRUCTURE
	WITH THE LOWEST RIM ELEVATION WILL DRIVE THE VALUE OF
	H2 IN THE EXFILTRATION TRENCH EQUATION.

	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