City of West Palm Beach eGovPlus

Plan Review Details - Project Z17120011

Plan Review Stops For Project Z17120011

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	P	Date	01-09-2018			Cont ID
Sent By	rbrown			Date	01-09-2018	Time	23:43	Rev Time	0.00
Received By	rbrown			Date	01-09-2018	Time	23:43	Sent To

Notes

2018-01-09 23:50:25	DEVELOPMENT SERVICES DEPARTMENT, BUILDING DIVISION,
	COMMENTS:

	1. THIS REVIEW IS A CURSORY REVIEW AS IT RELATES TO THE
	SITE. IT IS NOT A REVIEW FOR FULL COMPLIANCE WITH
	FLORIDA BUILDING CODE. THE FOLLOWING COMMENTS ARE TO BE
	ADDRESSED FOR THE BUILDING PERMIT APPLICATION.

	2. BUILDING SIZE. WHEN SUBMITTED FOR BUILDING PERMIT,
	THE PLANS SHALL SHOW THAT THE TYPE OF CONSTRUCTION FOR
	THE BUILDINGS WILL BE IN ACCORDANCE WITH THE HEIGHT,
	AREA AND OCCUPANCY LIMITATIONS IN CHAPTER 5 OF THE
	FLORIDA BUILDING CODE.

	3. BUILDING LOCATION RELATIVE TO THE PROPERTY LINE AND
	OTHER STRUCTURES. WHEN SUBMITTED FOR BUILDING PERMIT,
	COMPLIANCE WITH ALL BUILDING SEPARATION, PERCENTAGE OF
	OPENINGS AND OPENING PROTECTIVE REQUIREMENTS OF
	CHAPTERS 6 AND 7 OF THE FLORIDA BUILDING CODE SHALL BE
	VERIFIED.

	4. SEPARATE PERMITS REQUIRED. ALL APPLICABLE PERMITS
	AND SUB-PERMITS MUST BE OBTAINED BEFORE COMMENCING THE
	WORK. SEPARATE PERMITS, PLANS AND FEES, ARE REQUIRED
	FOR SIGNS, GAS SYSTEMS, GENERATORS, FIRE ALARM SYSTEMS,
	FIRE SPRINKLER AND OTHER FIRE SUPPRESSION SYSTEMS,
	GREASE INTERCEPTORS, SITE LIGHTING, SITE LANDSCAPE,
	SITE IRRIGATION, ETC.

	5. EACH SEPARATE BUILDING SHALL HAVE A SEPARATE
	ADDRESS. FOR STREET ADDRESSING, CONTACT MICHAEL ORIO,
	GIS SUPPORT SPECIALIST, AT (561) 494 1080, OR BY EMAIL:
	[email protected]

	ROBERT BROWN
	BUILDING OFFICIAL
	TEL: 561 805 6652
	EMAIL: [email protected]

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	01-08-2018		Cont ID
Sent By	squinone			Date	01-08-2018	Time	Rev Time	0.00
Received By	squinone			Date	01-02-2018	Time	Sent To

Notes

2018-01-08 16:52:51	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	DATE: 01/08/2018
	PROJECT: CARP
	ADDRESS: 1626 OLD OKEECHOBEE RD
	STATUS: FAILED

	THIS IS AN INITIAL 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. FOLLOWING COMMENTS NEED TO BE
	ADDRESSED PRIOR TO SITE PLAN APPROVAL:

	1. SHOW ALL EXISTING UTILITIES WITHIN THE VICINITY OF
	THE PROPOSED SITE AS WELL AS PROPOSED UTILITIES TO
	SERVE THE DEVELOPMENT (LABEL SIZE AND MATERIAL OF ALL
	PIPES AND CONDUITS ETC.);

	2. RELOCATE DCDA AND METER FROM PARKING LOT AREA;

	3. UPDATE TITLE BLOCK FROM 'BLVD' TO 'RD';

	4. EXISTING SANITARY SEWER LATERAL FROM ALPHA STREET
	MUST BE CUT AND CAPPED AT THE MANHOLE. MANHOLE MUST BE
	REHAB;

	5. SUBMIT ESTIMATES FOR WATER AND FIRE DEMAND, BOTH
	AVERAGE AND PEAK FLOW WITH PEAKING FACTOR. ALSO SUBMIT
	ESTIMATES OF SANITARY SEWER FLOW FOR THE PROPOSED
	DEVELOPMENT. SHOW PROJECTED DEMANDS ON THE UTILITY PLAN
	SHEET;

	6. ON THE LANDSCAPING PLAN, WHEN SUBMITTED IN THE NEXT
	REVIEW PHASE, SHOW LOCATIONS OF ALL WATER METERS,
	VALVES, CLEAN-OUTS, LIGHT POLES, ETC. ROOT BARRIERS MAY
	BE REQUIRED WHERE PLANTINGS ARE NEAR UNDERGROUND
	STORMWATER, SANITARY, OR POTABLE WATER LINES. ALSO
	CLEARLY INDICATE ALL EXISTING AND PROPOSED EASEMENTS ON
	THE LANDSCAPE PLAN;

	7. PLEASE ALSO SHOW ON THE LANDSCAPE PLAN, WHEN
	SUBMITTED IN THE NEXT REVIEW PHASE, SHOW THE SIGHT
	TRIANGLES FOR THE ALL VEHICULAR EXITS FROM THE SITE.
	(SECTION 94-305E, CODE OF ORDINANCES);

	AFTER THE SITE PLAN IS APPROVED, IN THE NEXT PHASE, THE
	FOLLOWING GENERAL COMMENTS MUST BE ADDRESSED PRIOR TO
	ISSUANCE OF CONSTRUCTION AUTHORIZATION INCLUDING
	BUILDING PERMITS AND ENGINEERING DEVELOPMENT APPROVAL:

	1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
	BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
	THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
	CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK:
	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
	CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
	WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
	WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
	FOLLOWING LINK:
	HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
	APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
	SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
	PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
	VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
	ON THE UTILITY PLAN SHEET AS WELL;

	4. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE WHERE
	THE PROPOSED SANITARY SEWER WILL BE LOCATED. CONTACT ME
	FOR THE MANHOLE NUMBER AND SUBMIT CD WITH THE
	ENGINEERING DEVELOPMENT APPROVAL APPLICATION.
	COORDINATE WITH UTILITIES O&M SANITARY SEWER
	SUPERINTENDENT CHARLES PHOENIX PROVIDE 48-HOUR NOTICE
	AND OBTAIN A RIGHT-OF-WAY PERMIT;

	5. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
	WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
	AN EASEMENT WITHIN THE PROPERTY;

	6. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
	CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
	DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
	ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
	DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
	FORMAT. CITY?S STANDARD DETAILS (IN PDF FILE FORMAT)
	CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
	RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
	APPLICATIONS

	7. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
	PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY?S
	STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
	RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
	INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
	ACCESSIBLE;

	8. IN THE FINAL PLANS, MUST PROVIDE UTILITY CONFLICT
	TABLE (BOTTOM AND TOP OF CROSSING PIPES) AT THE
	CONFLICT POINTS OF ALL WATER, STORM AND SANITARY SEWER
	PIPES AS WELL AS OTHER FRANCHISE UTILITIES. EXISTING
	UTILITIES WITHIN THE PROPOSED SANITARY SEWER LATERAL
	ARE TO BE VERIFIED VIA SOFTDIGS, PROVIDE ALL UTILITY
	CROSSING INFORMATION;

	9. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
	EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
	POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
	LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;

	10. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR
	UTILITY CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE
	WITH 2016 CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
	MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
	LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
	TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
	PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
	MILLING AND RESURFACING;

	11. SHOW ON THE FINAL PLANS SIZE AND MATERIAL OF ALL
	EXISTING UTILITIES ON OLD OKEECHOBEE ROAD AND ALPHA
	STREET INCLUDING BUT NOT LIMITED TO WATER, SEWER, GAS,
	UNDERGROUND ELECTRIC CONDUITS, VALVES, ETC. PLEASE
	IDENTIFY THE SOURCE OF THE AS-BUILT INFORMATION
	UTILIZED FOR THE POTABLE WATER, SANITARY SEWER, AND
	STORM SEWER DESIGN;

	12. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A NOTE
	THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST PALM
	BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
	MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
	FREE." FOR MORE INFORMATION REFER TO THE LINK BELOW: HT
	TP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLICA
	TIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL

	SOFIA QUINONES-BENEJAM, EI
	PROJECT ENGINEER
	CITY OF WEST PALM BEACH
	401 CLEMATIS STREET, 4TH FLOOR
	WEST PALM BEACH, FL 33402
	(MAILING ADDRESS: PO BOX 3366)
	P: 561.494.1108
	C: 561.459.6518
	F: 561.494.1116
	EMAIL: [email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	05-21-2018			Cont ID
Sent By	pleduc			Date	05-21-2018	Time	11:27	Rev Time	0.00
Received By	pleduc			Date	05-21-2018	Time	11:20	Sent To

Notes

2018-05-21 11:25:36	AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM PAUL
	GREILICH, SENIOR PLANNER, DATED MAY 11, 2018, AND THE
	DRAWING DOCUMENTS, THE PREVIOUSLY SUBMITTED FIRE
	PREVENTION BUREAU COMMENTS APPEAR TO HAVE BEEN
	ADDRESSED.

	HOWEVER, THE BUREAU'S APPROVAL OF THIS SUBMITTED
	PROJECT DOES NOT CONSTITUTE ITS FINAL REVIEW OR
	APPROVAL.

	THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING PLANS AT
	THE APPROPRIATE TIME AND IN ACCORDANCE WITH THE
	REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.

	PETER LEDUC
	FIRE MARSHAL
	WEST PALM BEACH FIRE RESCUE
	561-804-4709

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	P	Date	01-05-2018			Cont ID
Sent By	pleduc			Date	01-05-2018	Time		Rev Time	0.00
Received By	pleduc			Date	01-05-2018	Time	16:09	Sent To

Notes

2018-01-05 16:10:01	THE FOLLOWING COMMENTS WERE SUBMITTED BY PETER LEDUC,
	FIRE MARSHAL, BUREAU OF FIRE PREVENTION, WEST PALM
	BEACH FIRE RESCUE.

	THIS REVIEW CAN ONLY BE CONSIDERED PRELIMINARY AS THE
	DRAWINGS THAT WERE REVIEWED WERE NOT COMPLETE.
	ADDITIONAL COMMENTS CAN BE EXPECTED WHEN FULL DRAWINGS
	ARE SUBMITTED FOR PERMIT.

	THE FIRE PREVENTION BUREAU HAS NO OBJECTIONS TO THE
	PROPOSED PROJECT.

	1. CONSTRUCTION, DEMOLITION, AND RENOVATION TO COMPLY
	WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
	PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS. A
	PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER RELATED
	TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
	STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
	MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
	PROTECTION.

	2. SITE ACCESS AND EXIT POINTS ARE TO BE CLEARLY
	IDENTIFIED AND MAINTAINED FOR EMERGENCY VEHICLES DURING
	ALL CONSTRUCTION ACTIVITIES.

	3. THE BUILDING ADDRESS SHALL BE CLEARLY VISIBLE FROM
	ALL ACCESS ROADWAYS, INCLUDING DURING CONSTRUCTION.
	ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
	AND SHALL NOT BE LESS THAN SIX (6) INCHES IN HEIGHT
	WITH A ONE (1) INCH STROKE FOR ALL BUILDINGS.

	4. DURING CONSTRUCTION, TRASH AND DEBRIS IS TO BE
	REMOVED FROM THE SITE DAILY OR MORE OFTEN TO REDUCE THE
	ACCUMULATION OF POTENTIAL LIFE AND FIRE SAFETY HAZARDS.

	5. THE CONSTRUCTION OF THE BUILDING SHALL COMPLY WITH
	THE 6TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
	INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.

	6. FOR PLAN REVIEW SUBMITTAL, PLEASE INCLUDE THE
	OCCUPANCY TYPE, PER THE FLORIDA FIRE PREVENTION CODE.

	7. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT AN
	ADEQUATE WATER SUPPLY IS EXISTING OR WILL BE PROVIDED.

	8. ALL EXISTING AND NEW FIRE HYDRANTS PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLEARLY INDICATED AND IDENTIFIED
	ON THE PLAN AND CLOSELY COORDINATED WITH THE BUREAU OF
	FIRE PREVENTION.

	THE NEW FIRE HYDRANT(S) AND FDC'S PLANNED FOR THIS
	DEVELOPMENT ARE ACCEPTABLE.

	9. PROVIDE FOR A FIRE SPRINKLER AND/OR FIRE ALARM PER
	THE APPLICABLE OCCUPANCY CODE. FOR ANY LIFE SAFETY
	ENGINEERED SYSTEM, I.E FIRE SPRINKLER AND FIRE ALARM,
	ENSURE THEY COMPLY WITH THE REQUIREMENTS OF FS 61G AND
	SUBMITTED WITH THE MASTER PLAN.

	10. COMPLETE LIFE SAFETY PLANS FOR EACH OCCUPANCY SHALL
	BE PROVIDED THAT ILLUSTRATE OCCUPANT LOADS, TRAVEL
	DISTANCES, COMMON PATHS OF TRAVEL, DEAD-END CORRIDORS,
	EXIT SIGNS, EMERGENCY LIGHTING, EXITS LEADING TO A
	PUBLIC WAY, FIRE EXTINGUISHER LOCATIONS, AND ALL FIRE
	SAFETY FEATURES AND EQUIPMENT.

	11. IT IS HIGHLY RECOMMENDED FOR ANY ACCESS GATES THAT
	THEY BE PROVIDED WITH KNOX KEY ACCESS LOCKS, PADLOCKS
	AND/OR SWITCHES FOR 24 HOUR EMERGENCY ACCESS.

	12. THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT
	DOES NOT CONSTITUTE IT'S FINAL REVIEW OR APPROVAL.

	13. THE BUREAU SHALL REVIEW ALL SUBMITTED BUILDING
	PLANS AT THE APPROPRIATE TIME AND IN ACCORDANCE WITH
	THE REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS.


	PETER LEDUC
	FIRE MARSHAL
	561-804-4709
	[email protected]

Review Stop	L			LANDSCAPING
Rev No	2	Status	P	Date	05-22-2018			Cont ID
Sent By	rcaranci			Date	05-22-2018	Time	11:56	Rev Time	0.00
Received By	rcaranci			Date	05-22-2018	Time	11:56	Sent To

Notes

2018-05-22 11:56:40	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	PROJECT: 1626 OKEECHOBEE RD Z17120011
	MAY 22, 2018
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:

	1. SATISFIED. PLEASE UPDATE PLAN TO CURRENT LANDSCAPE
	CODE AS OF APRIL 21, 2017. THESE UPDATES INCLUDE TREE
	AND FLOWERING TREE REQUIREMENTS, FLORIDA FRIENDLY
	LANDSCAPE REQUIREMENTS, AND SUBSTITUTION OF PALM TREES.

	2. SATISFIED. PLEASE COMPLETE THE TREE DISPOSITIONS ON
	THE TREE INVENTORY CHART.

	3. SATISFIED. PLEASE PROVIDE A DETAILED EXPLANATION OF
	WHY THE LIVE OAK #20 ON SITE CANNOT BE RELOCATED.

	4. SATISFIED. PLEASE PROVIDE LOCATIONS OF LIGHTING ON
	THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.

	5. SATISFIED. PLEASE SHOW LOCATIONS OF WATER AND SEWER
	LINES ON THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
	LANDSCAPING.

	6. SATISFIED. REVISE CALCULATIONS OF REQUIRED TREES AND
	SHRUBS TO CURRENT CODE, AND ADD THE REQUIRED TREES (2
	PER UNIT) PER SECTION 94-443(D).

	7. SATISFIED. PLEASE CORRECT CALCULATIONS FOR BUFFER
	TREE REQUIREMENTS FOR WEST PROPERTY LINE TO 7, AND
	PROVIDE THE REQUIRED TREES OR NUMBER OF SUBSTITUTE
	PALMS PER CURRENT CODE REQUIREMENTS (3:1).

	8. SATISFIED. PLEASE SHOW THE REQUIRED HEDGE FOR THE
	DUMPSTER ENCLOSURE.

	9. SATISFIED. PLEASE REMOVE THE CHART LABELED DESIGN
	OPTIONS, AS IT IS NO LONGER APPLICABLE, AND UPDATE THE
	FLORIDA FRIENDLY LANDSCAPE OPTIONS CHART.

	10. SATISFIED. IF THE PARKING IS TO REMAIN IN THE
	PROPOSED LOCATION, THE TERMINAL ISLAND LANDSCAPE MUST
	MEET CODE REQUIREMENTS.

	11. SATISFIED. THREE ILEX CASSINE ARE SHOWN ON THE
	PLAN, BUT NOT ON THE PLANT LIST. PLEASE REVISE.
	12. SATISFIED. PLEASE REVISE LANDSCAPE REQUIREMENT LIST
	#8 LIST TO SHOW CURRENT 12 FOOT MINIMUM TREE SIZES
	REQUIRED.
	CONDITIONS OF APPROVAL
	1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
	SERVICES DEPARTMENT, PLANNING DIVISION.

Review Stop	L			LANDSCAPING
Rev No	1	Status	F	Date	01-08-2018			Cont ID
Sent By	rcaranci			Date	01-08-2018	Time	11:57	Rev Time	0.00
Received By	rcaranci			Date	01-08-2018	Time	11:57	Sent To

Notes

2018-01-08 11:57:39	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	PROJECT: 1626 OKEECHOBEE RD Z17120011
	JANUARY 8, 2018
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:

	1. PLEASE UPDATE PLAN TO CURRENT LANDSCAPE CODE AS OF
	APRIL 21, 2017. THESE UPDATES INCLUDE TREE AND
	FLOWERING TREE REQUIREMENTS, FLORIDA FRIENDLY LANDSCAPE
	REQUIREMENTS, AND SUBSTITUTION OF PALM TREES.

	2. PLEAS COMPLETE THE TREE DISPOSITIONS ON THE TREE
	INVENTORY CHART.

	3. PLEASE PROVIDE A DETAILED EXPLANATION OF WHY THE
	LIVE OAK #20 ON SITE CANNOT BE RELOCATED.

	4. PLEASE PROVIDE LOCATIONS OF LIGHTING ON THE
	LANDSCAPE PLAN TO AVOID CONFLICTS WITH LANDSCAPING.

	5. PLEASE SHOW LOCATIONS OF WATER AND SEWER LINES ON
	THE LANDSCAPE PLAN AND RESOLVE CONFLICTS WITH
	LANDSCAPING.

	6. REVISE CALCULATIONS OF REQUIRED TREES AND SHRUBS TO
	CURRENT CODE, AND ADD THE REQUIRED TREES (2 PER UNIT)
	PER SECTION 94-44

	7. PLEASE CORRECT CALCULATIONS FOR BUFFER TREE
	REQUIREMENTS FOR WEST PROPERTY LINE TO 7, AND PROVIDE
	THE REQUIRED TREES OR NUMBER OF SUBSTITUTE PALMS PER
	CURRENT CODE REQUIREMENTS (3:1).

	8. PLEASE SHOW THE REQUIRED HEDGE FOR THE DUMPSTER
	ENCLOSURE.

	9. PLEASE REMOVE THE CHART LABELED DESIGN OPTIONS, AS
	IT IS NO LONGER APPLICABLE, AND UPDATE THE FLORIDA
	FRIENDLY LANDSCAPE OPTIONS CHART.

	10. IF THE PARKING IS TO REMAIN IN THE PROPOSED
	LOCATION, THE TERMINAL ISLAND LANDSCAPE MUST MEET CODE
	REQUIREMENTS.

	11. THREE ILEX CASSINE ARE SHOWN ON THE PLAN, BUT NOT
	ON THE PLANT LIST. PLEASE REVISE.
	12. PLEASE REVISE LANDSCAPE REQUIREMENT LIST #8 LIST TO
	SHOW CURRENT 12 FOOT MINIMUM TREE SIZES REQUIRED.
	CONDITIONS OF APPROVAL
	1. PRIOR TO THE REMOVAL OR RELOCATION OF ANY TREES ON
	THE PROPERTY, A TREE ALTERATION PERMIT SHALL BE
	SUBMITTED, REVIEWED AND APPROVED BY THE DEVELOPMENT
	SERVICES DEPARTMENT, PLANNING DIVISION.

Review Stop	PARK		PARKING
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
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Notes

***NONE***

Review Stop	POLICE		POLICE
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
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***NONE***

Review Stop	PW			PUBLIC WORKS
Rev No	1	Status	P	Date	01-09-2018		Cont ID
Sent By				Date	01-09-2018	Time	Rev Time	1.00
Received By				Date	01-08-2018	Time	Sent To

Notes

2018-01-09 08:34:50	THE ENCLOSURE NEEDS TO HAVE PIN HOLES TO HOLD THE GATES
	OPEN WHILE SERVICEING THE CONTAINER.

Review Stop	STORM			STORMWATER
Rev No	2	Status	F	Date	05-17-2018			Cont ID
Sent By	tward			Date	05-17-2018	Time	12:44	Rev Time	0.00
Received By	tward			Date	05-17-2018	Time	13:02	Sent To

Notes

2018-05-17 13:02:43	THE FOLLOWING COMMENTS ARE FROM THE REVIEW OF THE MAY
	13, 2018 SUBMITTAL PACKAGE. COMMENTS # 1- 10 REFER TO
	WHETHER OR NOT THE COMMENTS FROM THE INITIAL STORM
	REVIEW WERE ADDRESSED IN THIS SUBMITTAL.

	1. SURVEY IDENTIFIES THE PROJECT BEING WITHIN FEMA
	FLOOD ZONE 'X', WHICH IS NOT A SPECIAL FLOOD HAZARD
	AREA.

	2. COMMENT SATISFIED.

	3. VERTICAL DATUM IS LISTED AS NAVD 1988. THE CITY'S
	VERTICAL DATUM IS NGVD 1929. THE CITY WILL ALLOW THE
	USE OF NAVD 1988 PROVIDED A CONVERSION TO NGVD 19219 IS
	SHOWN ON THE PLANS AND SURVEY.

	4. COMMENT NOT ADDRESSED. ONLY SHEET C-1 OF SIX CIVIL
	ENGINEERING SHEETS WAS PROVIDED.

	5. COMMENT SATISFIED.

	6. ADD "MIN. 3 FEET' HORIZONTAL DIMENSION NOTES BETWEEN
	WATER MAINS AND DRAINAGE STRUCTURES / PIPES.

	7. NO CALCULATIONS PROVIDED. THESE CAN BE SUBMITTED
	WITH THE ENGINEERING PERMIT APPLICATION.

	8. PROVIDE GRADING ARROWS TO THE PLAN SHEET TO INDICATE
	SWALE DOES NOT DRAIN TO ADJACENT PROPERTY.

	9. PROVIDE A TYPICAL CROSS SECTION EXTENDING FROM THE
	CENTERLINE OF OKEECHOBEE TO THE BACK OF WALK SHOWING
	PROPOSED GRADE BREAKS, DIMENSIONS, SLOPES.

	10. NO LIMITS OR NOTES REGARDING MILLING AND OVERLAY
	PROVIDED ON THE ENGINEERING PLAN SHEET.

	11. THE SEWER LATERAL ON ALPHA ROAD IS TO BE REMOVED
	AND CAPPED AT THE MAIN BY THE CONTRACTOR. REVISE THE
	NOTE ON SHEET C-1 TO INDICATE THIS. ALPHA ROAD TO BE
	MILLED AND OVERLAID PER THE CITY DETAIL.

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

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	01-09-2018			Cont ID
Sent By	tward			Date	01-09-2018	Time	14:38	Rev Time	0.00
Received By	tward			Date	01-09-2018	Time	14:40	Sent To

Notes

2018-01-09 14:39:56	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 ENGINEERING DEVELOPMENT
	APPROVAL APPLICATION FORMS CAN BE DOWNLOADED AT HTTP://
	WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PER
	MITS-APPLICATIONS

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

	1. NEW FEMA FIRM MAPS AND TWO FEET OF FREEBOARD ABOVE
	BASE FLOOD ELEVATION FOR STRUCTURES IN SPECIAL FLOOD
	HAZARD AREA ARE NOW IN EFFECT. THE MAPS ARE AVAILABLE
	AT HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?

	2. UPDATE THE FLOOD INFORMATION ON THE BOUNDARY AND
	TOPOGRAPHIC SURVEY AND POSSIBLY ON THE SITE PLAN (SHEET
	A-1).

	3. LABEL THE VERTICAL DATUM ON THE ENGINEERING PLANS.

	4. USE THE CITY?S TRENCH-BACKFILL-PAVEMENT RESTORATION
	DETAIL (GC-9) IN LIEU OF THE PAVEMENT REPAIR DETAIL ON
	SHEET C-5.

	5. SHOW UTILITIES ON THE LANDSCAPE PLANS.

	6. PROVIDE MORE HORIZONTAL CLEARANCE BETWEEN THE
	PROPOSED CATCH BASINS AND FIRE LINE / WATER SERVICE
	LINE.

	7. STORMWATER MANAGEMENT SYSTEM TO BE DESIGNED TO MEET
	SFWMD CRITERIA INCLUDING WATER QUALITY TREATMENT AND
	PEAK DISCHARGE.

	8. PROVIDE A SWALE ALONG THE EAST PROPERTY LINE TO
	COLLECT THE STORMWATER RUNOFF BEFORE IT FLOWS ONTO THE
	ADJACENT PROPERTY.

	9. PARKING ALONG OKEECHOBEE ROAD MAY REQUIRE A ?DEEPER?
	SWALE TO COLLECT THE STORMWATER RUNOFF AND DIRECT IT TO
	THE INTERNAL CATCH BASINS BEFORE IT FLOWS INTO THE
	OKEECHOBEE ROAD R/W.

	10. SHOW ON THE ENGINEERING PLANS THE MILL AND
	RESURFACE LIMITS FOR THE TRENCH REPAIR IN THE RIGHT-OF
	WAY PER CITY DETAIL GC-9.



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

	1. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
	BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
	THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
	CAN BE DOWNLOADED AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINE
	ERING-PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS

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

Review Stop	SURVEY			SURVEYING
Rev No	2	Status	P	Date	05-30-2018			Cont ID
Sent By	vnoel			Date	05-30-2018	Time	09:35	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

***NONE***

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	01-05-2018			Cont ID
Sent By	vnoel			Date	01-05-2018	Time	08:00	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2018-01-05 08:18:23	1. DUMPSTER DETAIL NOT CITY STANDARD. APPROVAL OF
	DETAIL AND LOCATION WILL BE REQUIRED BY PUBLIC WORKS.
	2. NOTE #7 SAYS SURVEY IS NOT VALID FOR DESIGN?
	3. NO VERTICAL DATUM SPECIFIED ON ENG. PLANS.
	4. SURVEY SHOULD BE ABSTRACTED FOR EASEMENTS; APPEARS
	TO BE POLE LINE ALONG EAST PROPERTY LINE.
	5. SITE/CIVIL PLANS WILL NEED TO BE SUBMITTED THRU
	ENGINEERING.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	2	Status	F	Date			Cont ID
Sent By				Date	05-25-2018	Time	Rev Time	0.00
Received By				Date		Time	Sent To

Notes

2018-05-25 17:05:22	- APPLICANT'S MAY 13 LETTER STATES THAT BACK OUT
	PARKING HAS BEEN APPROVED. THE TRAFFIC DIVISION HAS NOT
	APPROVED BACK OUT PARKING INTO THE PUBLIC RIGHT OF WAY.
	- SIDEWALK ON OLD OKEECHOBEE ROAD NEEDS TO CONNECT TO
	PUBLIC RIGHT OF WAY.

	ERIK D. FERGUSON, PE
	CITY TRANSPORTATION ENGINEER
	561-494-1092
	[email protected]

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	1	Status	F	Date			Cont ID
Sent By				Date	01-10-2018	Time	Rev Time
Received By				Date		Time	Sent To

Notes

2018-01-10 09:06:42	1) BACK OUT PARKING INTO THE RIGHT OF WAY IS NOT
	ALLOWED.
	2) PROPOSED SIDEWALK ALONG OKEECHOBEE IS OUTSIDE OF THE
	RIGHT OF WAY. WHO WILL MAINTAIN THE SIDEWALK? SIDEWALK
	NEEDS TO BE ACCESIBLE TO THE PUBLIC.
	3) SIDEWALK ALONG OKEECHOBEE NEEDS TO BE RUN ALONG THE
	ENTIRE FRONTAGE.
	4) TRAFFIC IMPACT STATEMENT WASN'T INCLUDED IN PACKET
	SENT TO ENGINEERING.

	ERIK D. FERGUSON, P.E.
	CITY TRANSPORTATION ENGINEER
	[email protected]
	561-494-1092

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	05-18-2018			Cont ID
Sent By				Date	05-18-2018	Time		Rev Time	0.00
Received By	pgreilic			Date	05-18-2018	Time	09:46	Sent To

Notes

2018-05-18 09:47:25	PAUL GREILICH, SENIOR PLANNER
	561-822-1443
	[email protected]

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	01-09-2018			Cont ID
Sent By				Date	01-09-2018	Time		Rev Time	0.00
Received By	pgreilic			Date	01-09-2018	Time	12:35	Sent To

Notes

2018-01-09 12:37:30	Z17120011
	FSPR 17-12
	1626 OKEECHOBEE ROAD

	1.) PARKING SPACES CANNOT ENTER AND EXIT DIRECTLY ONTO
	ADJACENT ROW. CONSIDER RELOCATING PARKING SPACES TO
	FRONT OF THE SITE (NARROWEST LOT LINE ABUTTING ROW, IN
	THIS CASE OFF OF ALPHA ROAD) WITH INGRESS/EGRESS OFF OF
	ALPHA ROAD. CONSIDER REDUCED PARKING SPACES OR ANGLED
	PARKING TO MAXIMIZE THIS PORTION OF THE SITE.

	2.) LABEL DISTANCE BETWEEN PRIMARY STRUCTURE AND
	ACCESSORY BUILDING

	3.) PLEASE INCLUDE ACCURATE AND UP TO DATE CITY
	APPROVED DETAILS FOR BIKE RACK, DUMPSTER, AND STRIPING
	FOR PARKING STALLS

	4.) PROVIDE SIDEWALK TO ENABLE PEDESTRIAN ACCESS

	-WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF ELEVEN
	(11) PAPER COPIES AND AN ELECTRONIC COPY IN .PNG/.PDF
	FORMAT OF ALL PLANS. PLEASE NOTE THAT CHANGES ON THE
	RESUBMITTED PLANS OR THE SUBMITTAL OF INFORMATION/PLANS
	TO ADDRESS THE COMMENTS MAY RESULT IN ADDITIONAL
	COMMENTS.

	-PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
	RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
	COMMENTS CONTINUTE TO NOT BE SUFFIENTLY ADDRESSED, THE
	APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
	WILL BE 20 PERCENT OF THE ORIGNAL APPLICATION FEE.

	-PLEASE NOTE THAT IF THE PLANNING DIVISION HAS NOT
	RECEIVED A RESPONSE TO THE PPRC COMMENTS WITHIN 60 DAYS
	FROM THE DATE OF THE PPRC MEETING, THE CASE SHALL BE
	CONSIDERED WITHDRAWN. ANY FURTHER ACTION SHALL REQUIRE
	A NEW DEVELOPMENT APPLICATION.


	PAUL GREILICH, AICP, SENIOR PLANNER
	561-822-1443
	[email protected]