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Plan Review Notes

Plan Review Notes For Project Z18030023
Project Number	Z18030023
Review Stop	STORM
Sequence Number	5

Notes

Date	Text
2020-02-05 16:07:02	THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE
	JANUARY 29, 2020 SUBMITTAL PACKAGE AND INCLUDE THE
	STATUS FROM THE STORMWATER 4 REVIEW.

	1. CCTV REPORT OF THE STORMWATER SYSTEMS RECEIVED LAST
	WEEK. MAP SHOWING STRUCTURE NUMBERS RECEIVED ON
	1/13/2020. THE CCTV VIDEOS HAVE NOT BEEN SUBMITTED.
	[PARTIALLY SATISFIED] THE VIIDEOS HAVE NOT BEEN
	REVIEWED TO SEE THE CONDITION OF THE STORM PIPES. THE
	SITE PLAN CAN BE APPROVED WITH THE PROVISION THAT ANY
	PIPE REHABILITATION MAY NEED TO BE IDENTIFIED ON THE
	ENGINEERING PERMIT SUBMITTAL.

	2. LOCATE STRUCTURE S-202 TO AVOID MODIFYING ADJACENT
	DRIVEWAY. STRUCTURE WILL NEED TO BE LOCATED AT EDGE OF
	PAVEMENT INSTEAD OF AT SIDEWALK, PERHAPS FURTHER WEST.
	[SATISFIED} THE DRAINAGE STRUCTURE WAS MOVED TO THE
	WEST OF THE EXISTING BANYAN TREE AND AT THE EDGE OF
	PAVEMENT.

	3. PIPE BETWEEN S-202 AND S-203 IS LOCATED OUTSIDE THE
	RIGHT OF WAY AND ON PRIVATE PROPERTY.
	[SATISFIED] DRAINAGE FOR BISCAYNE DRIVE IS NOW ROUTED
	THROUGH THE APPICANT'S SITE. A DRAINAGE EASEMENT WILL
	BE NEEDED FROM THE PROPERTY OWNER TO THE CITY PRIOR TO
	FIRST BUILDING C.O.

	4. PROVIDE CONDITION ASSESSMENT OF THE INLET ON
	FLAMINGO DRIVE THAT WILL BE MODIFIED FOR THIS PROJECT.
	[NOT SATISFIED] THIS CAN BE A CONDITION OF SITE PLAN
	APPROVAL. CONDITION ASSESSMENT OF THE INLET ON FLAMINGO
	DRIVE THAT WILL BE MODIFIED FOR THIS PROJECT WILL BE
	REQUIRED PRIOR TO ISSUANCE OF ANY ENGINEERING PERMIT
	FOR THE DEVELOPMENT.

	5. MOVE THE WEIR FROM CS-1 TO S-103.
	[NOT SATISFIED] THIS CAN BE ADDRESSED DURING
	ENGINEERING PERMIT APPLICATION SUBMITTAL.

	6. CONSIDER SLOPING THE PIPE BETWEEN S-101 AND S-102.
	[NO LONGER APPLICABLE] DRAINAGE SYSTEM HAS CHANGED AND
	STRUCTURES WERE RE-NUMBERED.

	7. WHAT IMPACT WILL THE PROPOSED DRAINAGE SYSTEM ON
	BISCAYNE DRIVE HAVE ON THE EXISTING FICUS/BANYAN TREES?
	MEASURES WILL NEED TO BE TAKEN TO PROTECT THE TREES
	DURING CONSTRUCTION.

	8. THE STREET LIGHT ON BISCAYNE DRIVE IS LOCATED IN THE
	PORTION OF THE RIGHT-OF-WAY TO BE ABANDONED.
	[NOT ADDRESSED] THE STREET LIGHT RELOCATION WILL NEED
	TO BE SHOWN ON THE PLANS SUBMITTED FOR ENGINEERING
	PERMIT.

	9. SHOW EASEMENT FOR NEW STORM PIPE CROSSING PROPERTY
	SOUTH OF BISCAYNE DRIVE RIGHT-OF-WAY.
	[NO LONGER APPLICABLE] DRAINAGE SYSTEM LAYOUT MODIFIED
	TO DRAIN THROUGH SITE.

	10. PROVIDE VERTICAL CLEARANCE INFORMATION BETWEEN THE
	PIPE BETWEEN S-201 AND S-202 AND THE EXISTING SEWER AND
	WATER MAINS.
	[NOT SATISFIED] THIS INFORMATION WILL BE NEEDED FOR
	ENGINEERING PERMIT SUBMITTAL.

	11. PROVIDE TOPOGRAPHIC SURVEY OF BISCAYNE DRIVE
	RIGHT-OF-WAY FOR ABOUT 100 FEET WEST OF THE PROPOSED
	ABANDONMENT LINE. LOCATE ABOVE GROUND IMPROVEMENTS AND
	SPOT GRADES AT LOW/HIGHT POINTS AND GRADE BREAKS.
	[NOT SATISFIED] TO BE ADDRESSED DURING ENGINEERING
	PERMIT SUBMITTAL.

	12. PROVIDE CONCRETE SIDEWALK, CONCRETE APRON AND DROP
	CURB FOR THE DRIVEWAY TO FLAMINGO DRIVE.
	[NOT SATISFIED] TO BE ADDRESSED DURING ENGINEERING
	PERMIT SUBMITTAL.

	THE FOLLOWING COMMENTS ARE NEW AND CAN BE INCLUDED AS
	SITE PLAN APPROVAL PROVISOS.

	13. PROVIDE POSITIVE SLOPE FOR THE PIPE BETWEEN CS-1
	AND S-103, PREFEREABLY WITH INVERTS HIGHER THAN THE
	PIPE BETWEEN S-103 AND THE INLET ON FLAMINGO DRIVE.

	14. PROVIDE VERTICAL CLEARANCE INFORMATION FOR THE
	STORM PIPE BETWEEN CS-1 AND S-103 AND THE PROPOSED FIRE
	LINE.

	15. PROVIDE VERTICAL CLEARANCE INFORMATION FOR THE
	STORM PIPE BETWEEN S-201 AND S-101 AND THE PROPOSED
	SANITARY LATERAL.

	16. REMOVE THE TWO EXISTING DRIVEWAY APRONS ON FLAMINGO
	DRIVE AND INSTALL TYPE 'D' CURB ALONG THE EDGE OF
	PAVEMENT. REPLACE THE SIDEWALK IF IT EXCEEDS MAX. ADA
	2.0% SLOPE.

	TRACY WARD, P.E.
	SENIOR STORMWATER ENGINEER
	ENGINEERING SERVICES DEPARTMENT
	561-494-1120
	[email protected]


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