City of West Palm Beach eGovPlus

Plan Review Details - Project Z17080018

Plan Review Stops For Project Z17080018

Review Stop	B			BUILDING (STRUCTURAL)
Rev No	1	Status	P	Date	09-19-2017			Cont ID
Sent By	rbrown			Date	09-19-2017	Time	19:19	Rev Time	0.00
Received By	rbrown			Date	09-19-2017	Time	19:19	Sent To

Notes

2017-09-19 19:23:26	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 PERMITTING.

	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, SWIMMING POOLS AND SPAS, 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]

	6. THIS PROJECT WILL BE SUBJECT TO ART IN PUBLIC PLACES
	(AIPP) ASSESSMENT. FOR ADVICE ON THE PROVISION OF
	PUBLIC ARTWORK IN LIEU OF THE AIPP ASSESSMENT, CONTACT
	SYBILLE WELTER, ART IN PUBLIC PLACES COORDINATOR, AT
	(561) 822-1521, OR BY EMAIL: [email protected]

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

Review Stop	ENG - PPRC			ENGINEERING - PPRC
Rev No	3	Status	P	Date	10-27-2017		Cont ID
Sent By	squinone			Date	10-27-2017	Time	Rev Time	0.00
Received By	squinone			Date	10-27-2017	Time	Sent To

Notes

2017-10-27 11:32:46	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	DATE: 10/27/2017
	PROJECT: GEORGIAN GARDENS APARTMENT
	ADDRESS: 4330 COMMUNITY DRIVE
	STATUS: PASSED WITH CONDITIONS

	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/FORMS,-PERMITS-APPLICATIONS

	3. PLACEMENT OF ANY PROPOSED METER, BACKFLOW PREVENTER,
	DCDA, CITY'S POINT OF SERVICE, 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;

	4. RELOCATE THE WEST FIRE HYDRANT AND FIRE LINE WITHIN
	ADJACENT PROPERTY LIMITS;

	5. 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;

	6. SHOW ON THE FINAL PLANS WHERE ARE THE PROPOSED WATER
	AND SANITARY SEWER LINES ARE CONNECTED TO EXISTING
	WATER AND SEWER MAINS;

	7. 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

	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;

	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 COMMUNITY DRIVE INCLUDING BUT NOT
	LIMITED TO WATER, SEWER, GAS, UNDERGROUND ELECTRIC
	CONDUITS 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

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

	14. 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;

	15. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
	CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
	THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
	BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
	DESIGN;

	16. ON THE LANDSCAPING PLAN, ROOT BARRIERS MAY BE
	REQUIRED WHERE PLANTINGS ARE NEAR UNDERGROUND
	STORMWATER, SANITARY, OR POTABLE WATER LINES;

	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	ENG - PPRC			ENGINEERING - PPRC
Rev No	2	Status	F	Date	10-06-2017		Cont ID
Sent By	squinone			Date	10-06-2017	Time	Rev Time	0.00
Received By	squinone			Date	10-05-2017	Time	Sent To

Notes

2017-10-06 14:25:21	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	DATE: 10/06/2017
	PROJECT: GEORGIAN GARDENS APARTMENT
	ADDRESS: 4330 COMMUNITY DRIVE
	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. NOTE NO. 2 SHOULD SAY, 'ALL WATER AND WASTEWATER
	CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF
	WEST PALM BEACH ENGINEERING SERVICES DEPARTMENT...'

	2. PLACEMENT OF ANY PROPOSED METER, BACKFLOW PREVENTER,
	DCDA, CITY?S POINT OF SERVICE, 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;

	3. AS-BUILTS SHOWS ANOTHER 8-INCH SANITARY SEWER PIPE
	WITH A MANHOLE ON THE SOUTH SIDE OF THE PROPERTY
	CONNECTING TO THE ADJACENT PROPERTY'S LIFT STATION.
	NEEDS TO BE VERIFIED AND FOR AS-BUILT INFORMATION
	CONTACT JANICE TARBILL AT [email protected];

	4. CHANGE DDCV TO DCDA AND RPZ TO RPPA;

	5. CITY DOES NOT ALLOW DIRECTIONAL BORE OF UTILITIES
	WILL NEED TO REFER TO CITY STANDARD DETAIL P-4
	TRENCH-BACKFILL-PAVEMENT RESTORATION;

	6. THE CITY WILL NEED A COPY OF THE AGREEMENT WHICH
	ALLOWS GEORGIAN GARDENS TO CONNECT TO THE ADJACENT
	PROPERTY'S FIRE LINE AND DRIVEWAY;

	7. 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;

	8. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
	CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
	THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
	BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
	DESIGN;

	9. ON THE LANDSCAPING PLAN, ROOT BARRIERS MAY BE
	REQUIRED WHERE PLANTINGS ARE NEAR UNDERGROUND
	STORMWATER, SANITARY, OR POTABLE WATER LINES;

	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. SHOW ON THE FINAL PLANS WHERE ARE THE PROPOSED WATER
	AND SANITARY SEWER LINES ARE CONNECTED TO EXISTING
	WATER AND SEWER MAINS;

	5. 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

	6. 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;

	7. 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;

	8. 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;

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

	10. 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

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

	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	ENG - PPRC			ENGINEERING - PPRC
Rev No	1	Status	F	Date	09-14-2017		Cont ID
Sent By	squinone			Date	09-14-2017	Time	Rev Time	0.00
Received By	squinone			Date	09-14-2017	Time	Sent To

Notes

2017-09-14 14:10:51	CITY OF WEST PALM BEACH
	ENGINEERING SERVICES DEPARTMENT
	DATE: 09/20/2017
	PROJECT: GEORGIAN GARDENS APARTMENT
	ADDRESS: 4330 COMMUNITY DRIVE
	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.

	NO CIVIL ENGINEERING PLANS WERE SUBMITTED IN THE
	INITIAL SITE PLAN PACKAGE INDICATING STORMWATER CONTROL
	AND PLANS FOR WATER AND SEWER SERVICES/CONNECTIONS FOR
	THE PROPOSED DEVELOPMENT. FOLLOWING COMMENTS NEED TO BE
	ADDRESSED PRIOR TO SITE PLAN APPROVAL:

	1. PLEASE SHOW ON THE PLANS, IN THE NEXT REVIEW LEVEL,
	HOW WILL THE SITE/BUILDING BE SERVED FOR WATER, SEWER
	AND FIRE PROTECTION. 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. 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;

	3. THE AVAILABLE WATER PRESSURE IN THIS PORTION OF THE
	CITY MAY NOT BE ACCEPTABLE AT ELEVATIONS HIGHER THAN
	THE 2ND FLOOR. WE RECOMMEND A LONG-TERM PRESSURE STUDY
	BE PERFORMED PRIOR TO FINALIZATION OF THE UTILITY
	DESIGN;

	4. 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;

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

	6. SHOW ON THE SITE PLANS ADA ACCESSIBLE RAMPS ON THE
	SIDEWALK AT EACH ENTRANCE AND EXIT /DRIVEWAY APPROACH;

	7. PLEASE SUBMIT ESTIMATES FOR THE SOLID WASTE
	COLLECTION YARDAGE AT THE CONCEPTUAL STAGE. AS PART OF
	THE FINAL DESIGN, THIS SOLID WASTE ESTIMATE WILL NEED
	TO BE VERIFIED TO VALIDATE APPROPRIATE NUMBER AND SIZE
	OF DUMPSTERS/GARBAGE RECEPTACLES. PLEASE SHOW ON THE
	PLAN IF A COMPACTOR IS PROPOSED TO REDUCE THE YARDAGE
	OF WASTE THAT WILL NEED TO BE COLLECTED;

	8. FOR SANITATION/GARBAGE COLLECTION CONTACT THE CITY?S
	PUBLIC WORKS DEPARTMENT. FINAL APPROVED SITE PLANS NEED
	TO SHOW PROPOSED SANITATION COLLECTION PLANS AND
	DETAILS; AND WILL NEED APPROVAL FROM PETER BIENIEK,
	PUBLIC WORKS DIRECTOR. IF A SEPARATE ON-SITE LOCATION
	IS CHOSEN FOR STANDARD DUMPSTER, PLEASE INCLUDE THE
	CITY OF WEST PALM BEACH STANDARD DETAIL FOR THE
	DUMPSTER ENCLOSURE ON THE PLANS. MINIMUM DIMENSIONAL
	(E.G. THE GATE WIDTH MUST BE A MINIMUM OF 12.5 FEET)
	REQUIREMENTS FOR THE ENCLOSURE ARE LISTED IN CODE OF
	ORDINANCES, SECTION 94-444(B) OF THE CODE OF
	ORDINANCES. CITY STANDARD DETAIL GC-8 MAY BE DOWNLOADED
	AT: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
	/FORMS,-PERMITS-APPLICATIONS

	9. PLEASE PROVIDE AN AUTOTURN ANALYSIS DEMONSTRATING
	THE SOLID WASTE COLLECTION VEHICLE CAN ACCESS AND
	MANEUVER WITHIN THE PROPOSED DEVELOPMENT.

	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. SHOW ON THE FINAL PLANS WHERE ARE THE PROPOSED WATER
	AND SANITARY SEWER LINES ARE CONNECTED TO EXISTING
	WATER AND SEWER MAINS;

	5. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
	FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
	EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
	SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
	PLANS;

	6. FIRE HYDRANT TEST CAN BE REQUESTED AT (561)804-4700

	7. 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.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
	MS,-PERMITS-APPLICATIONS

	8. 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;

	9. 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;

	10. 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;

	11. 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;

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

	13. 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

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

	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	3	Status	P	Date	05-08-2018			Cont ID
Sent By	pleduc			Date	05-08-2018	Time		Rev Time	0.00
Received By	pleduc			Date	05-08-2018	Time	16:41	Sent To

Notes

2018-05-08 16:42:55	3RD REVIEW RESPONSE

	AFTER A REVIEW OF THE PPRC RESPONSE MEMO FROM LINDA
	LOUIE, PLANNER, AND THE ATTACHMENT DATED MAY 2, 2018,
	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
	[email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	2	Status	P	Date	10-05-2017			Cont ID
Sent By	pleduc			Date	10-05-2017	Time		Rev Time	0.00
Received By	pleduc			Date	10-05-2017	Time	16:21	Sent To

Notes

2017-10-05 16:32:06	2ND REVIEW RESPONSE

	AFTER A REVIEW OF THE PPRC RESPONSE LETTER DATED
	OCTOBER 4, 2017, FROM GUNSTER, YOAKLEY & STEWARD, P.A.,
	TO LINDA LOUIE, PLANNER, THE PREVIOUSLY SUBMITTED FIRE
	PREVENTION BUREAU COMMENTS HAVE BEEN ADDRESSED.

	THE BUREAU'S APPROVAL OF THIS SUBMITTED PROJECT DOES
	NOT CONSTITUTE IT'S 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
	[email protected]

Review Stop	FIRE			FIRE DEPARTMENT
Rev No	1	Status	F	Date	09-13-2017			Cont ID
Sent By	scaldero			Date	09-13-2017	Time	14:13	Rev Time	0.00
Received By	scaldero			Date	09-13-2017	Time	14:07	Sent To

Notes

2017-09-13 14:13:06	THE FOLLOWING COMMENTS WERE SUBMITTED BY SUE ELLEN
	CALDERON, ASST. 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 5TH EDITION OF THE FLORIDA FIRE PREVENTION CODE,
	INCLUDING NFPA 1 & 101, AND ALL ASSOCIATED FIRE CODES.

	6. FOR PLAN REVIEW SUBMITTAL, PLEASE ENSURE THAT A FIRE
	LOAD CALCULATION IS INCLUDED AND THAT ADEQUATE WATER
	SUPPLY IS EXISTING OR WILL BE PROVIDED.

	7. 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.

	8. ALL NEW FIRE HYDRANTS AND FDC?S PLANNED FOR THIS
	DEVELOPMENT SHALL BE CLOSELY COORDINATED WITH THE
	BUREAU OF FIRE PREVENTION. PROPOSED FIRE HYDRANTS AND
	FDC?S SHOULD BE LOCATED ON THE SAME SIDE OF THE STREET
	OR ACCESS ROADWAY TO ALLOW FREE ACCESS FOR OTHER
	ARRIVING EMERGENCY VEHICLES.

	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. PER FLORIDA ADMINISTRATIVE CODE SECTION
	61G15-32.004, FIRE PROTECTION ENGINEERING DOCUMENTS
	SHALL INCLUDE THE POINT OF SERVICE FOR THE WATER
	SUPPLY, A LIST OF APPLICABLE NFPA STANDARDS APPLICABLE
	TO THE PROJECT, CLASSIFICATION OF HAZARD OCCUPANCY FOR
	EACH ROOM OR AREA, SUPPRESSION SYSTEM TYPE, DESIGN
	DENSITIES, WATER SUPPLY DATA (FIRE PUMP DATA, HYDRANT
	FLOW TEST DATA) AND ANY PERFORMANCE BASED INFORMATION
	SUCH AS PRE-ENGINEERED SYSTEMS.

	11. 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.

	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.


	SUE ELLEN CALDERON
	ASST. FIRE MARSHAL
	[email protected]

Review Stop	L			LANDSCAPING
Rev No	4	Status	P	Date	06-14-2018			Cont ID
Sent By	rcaranci			Date	06-14-2018	Time	15:21	Rev Time	0.00
Received By	rcaranci			Date	06-14-2018	Time	15:20	Sent To

Notes

2018-06-14 15:21:24	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	PROJECT: GEORGIAN GARDENS Z17080018
	JUNE 14, 2018
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:
	1. COMMENTS 1 THROUGH 9 PREVIOUSLY SATISFIED.
	2. SATISFIED.
	3. SATISFIED.
	4. SATISFIED.
	5. SATISFIED.
	6. SATISFIED.
	7. SATISFIED.
	8. SATISFIED.
	9. SATISFIED.
	ADDITIONAL COMMENT 5/21/18:
	10. SATISFIED. PLEASE RESTORE THE SHADE TREES AS
	REQUIRED IN THE PARKING AREA LANDSCAPE ISLANDS.
	LIGUSTRUM DOES NOT QUALIFY AS A SHADE TREE PER CITY
	CODE. UTILITY LINES ARE SPACED FAR ENOUGH AWAY TO ALLOW
	ROOT BARRIER PLACEMENT TO BE SHOWN ON THE LANDSCAPE
	PLAN.
	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	3	Status	F	Date	05-21-2018			Cont ID
Sent By	rcaranci			Date	05-21-2018	Time	11:01	Rev Time	0.00
Received By	rcaranci			Date	05-21-2018	Time	11:01	Sent To

Notes

2018-05-21 11:01:53	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	MEMO TO FILE
	PROJECT: GEORGIAN GARDENS Z17080018
	MAY 21, 2018
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:
	1. COMMENTS 1 THROUGH 9 PREVIOUSLY SATISFIED.
	2. SATISFIED.
	3. SATISFIED.
	4. SATISFIED.
	5. SATISFIED.
	6. SATISFIED.
	7. SATISFIED.
	8. SATISFIED.
	9. SATISFIED.
	ADDITIONAL COMMENT 5/21/18:
	10. PLEASE RESTORE THE SHADE TREES AS REQUIRED IN THE
	PARKING AREA LANDSCAPE ISLANDS. LIGUSTRUM DOES NOT
	QUALIFY AS A SHADE TREE PER CITY CODE. UTILITY LINES
	ARE SPACED FAR ENOUGH AWAY TO ALLOW ROOT BARRIER
	PLACEMENT TO BE SHOWN ON THE LANDSCAPE PLAN.
	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	2	Status	P	Date	10-27-2017			Cont ID
Sent By	rcaranci			Date	10-27-2017	Time	15:09	Rev Time	0.00
Received By	rcaranci			Date	10-27-2017	Time	15:09	Sent To

Notes

2017-10-27 15:09:19	FROM: RAY CARANCI, LANDSCAPE PLANNER 561-822-1462
	MEMO TO FILE
	PROJECT: GEORGIAN GARDENS Z17080018
	OCTOBER 27, 2017
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:


	1. SATISFIED. PLEASE PROVIDE A TREE SURVEY AND A TREE
	DISPOSITION LIST IDENTIFYING SPECIES AND TREE CANOPY
	DIAMETER OF TREES AND PALMS, AND INDICATE WHETHER THEY
	WILL REMAIN, BE RELOCATED OR REMOVED. ALL CALCULATIONS
	AND DATA NEEDS TO BE UPDATED WHEN THE LOCATIONS AND
	SPECIES OF TREES TO REMAIN ARE DETERMINED.

	2. SATISFIED. PLEASE SHOW THE BUFFER REQUIREMENTS OF
	SECTION 94-443(D)(1) ARE MET, WITH CALCULATIONS SHOWN
	ON THE PLAN.

	3. SATISFIED. PLEASE SHOW THE REQUIREMENTS OF ONE
	ADDITIONAL TREE PER UNIT IS PROVIDED PER SECTION
	94-443(D)(2)A.

	4. SATISFIED. PLEASE SHOW THE REQUIRED AND PROVIDED
	PERIMETER LANDSCAPE FOR THE BUILDING PERIMETER PER
	SECTION 94-443(D)(2)B.

	5. SATISFIED. PLEASE SHOW LOCATIONS OF WATER AND SEWER
	LINES AND FPL TRANSFORMERS ON THE LANDSCAPE PLAN.

	6. SATISFIED. PLEASE SHOW LOCATIONS OF ROOT BARRIERS TO
	PROTECT INFRASTRUCTURE AND TREES FROM CONFLICTS. THIS
	INCLUDES WATER, SEWER, DRAINAGE, SIDEWALKS AND CURBS,
	AND ANY FIELD STRUCTURES THAT COULD BE IMPACTED BY TREE
	ROOTS.

	7. SATISFIED. PLEASE PROVIDE SCREENING FOR ALL GROUND
	MOUNTED EQUIPMENT AND UTILITIES. WATER BACKFLOW VALVES
	AND FPL TRANSFORMERS MUST HAVE SCREENING HEDGES.

	8. SATISFIED. PARKING LOT LANDSCAPE AREAS MUST MEET THE
	REQUIREMENTS OF SECTION 94-443(C)(3) AND (4). PLEASE
	SHOW ALL CALCULATIONS AND PROVIDE A DIAGRAM SHOWING THE
	AREAS COUNTED TOWARD THIS REQUIREMENT.

	9. SATISFIED. PLEASE PROVIDE THE LOCATIONS OF LIGHTING
	ON THE LANDSCAPE PLAN TO PREVENT CONFLICTS WITH TREES.

	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	09-06-2017			Cont ID
Sent By	rcaranci			Date	09-06-2017	Time	16:42	Rev Time	0.00
Received By	rcaranci			Date	09-06-2017	Time	16:41	Sent To

Notes

2017-09-06 16:42:24	PROJECT: GEORGIAN GARDENS Z17080018
	SEPTEMBER 6, 2017
	I HAVE REVIEWED THE ABOVE REFERENCED PETITION, AND
	PROVIDE THE FOLLOWING COMMENTS:


	1. PLEASE PROVIDE A TREE SURVEY AND A TREE DISPOSITION
	LIST IDENTIFYING SPECIES AND TREE CANOPY DIAMETER OF
	TREES AND PALMS, AND INDICATE WHETHER THEY WILL REMAIN,
	BE RELOCATED OR REMOVED. ALL CALCULATIONS AND DATA
	NEEDS TO BE UPDATED WHEN THE LOCATIONS AND SPECIES OF
	TREES TO REMAIN ARE DETERMINED.

	2. PLEASE SHOW THE BUFFER REQUIREMENTS OF SECTION
	94-444(D)(1) ARE MET, WITH CALCULATIONS SHOWN ON THE
	PLAN.

	3. PLEASE SHOW THE REQUIREMENTS OF ONE ADDITIONAL TREE
	PER UNIT IS PROVIDED PER SECTION 94-444(D)(2)A.

	4. PLEASE SHOW THE REQUIRED AND PROVIDED PERIMETER
	LANDSCAPE FOR THE BUILDING PERIMETER PER SECTION
	94-444(D)(2)B.

	5. PLEASE SHOW LOCATIONS OF WATER AND SEWER LINES AND
	FPL TRANSFORMERS ON THE LANDSCAPE PLAN.

	6. PLEASE SHOW LOCATIONS OF ROOT BARRIERS TO PROTECT
	INFRASTRUCTURE AND TREES FROM CONFLICTS. THIS INCLUDES
	WATER, SEWER, DRAINAGE, SIDEWALKS AND CURBS, AND ANY
	FIELD STRUCTURES THAT COULD BE IMPACTED BY TREE ROOTS.

	7. PLEASE PROVIDE SCREENING FOR ALL GROUND MOUNTED
	EQUIPMENT AND UTILITIES. WATER BACKFLOW VALVES AND FPL
	TRANSFORMERS MUST HAVE SCREENING HEDGES.

	8. PARKING LOT LANDSCAPE AREAS MUST MEET THE
	REQUIREMENTS OF SECTION 94-443(C)(3) AND (4). PLEASE
	SHOW ALL CALCULATIONS AND PROVIDE A DIAGRAM SHOWING THE
	AREAS COUNTED TOWARD THIS REQUIREMENT.

	9. PLEASE PROVIDE THE LOCATIONS OF LIGHTING ON THE
	LANDSCAPE PLAN TO PREVENT CONFLICTS WITH TREES.

	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
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	POLICE		POLICE
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	PW		PUBLIC WORKS
Rev No	1	Status	Date		Cont ID
Sent By			Date	Time	Rev Time
Received By			Date	Time	Sent To

Notes

***NONE***

Review Stop	STORM			STORMWATER
Rev No	5	Status	P	Date	06-18-2018			Cont ID
Sent By	tward			Date	06-18-2018	Time	10:40	Rev Time	0.00
Received By	tward			Date	06-18-2018	Time	10:40	Sent To

Notes

***NONE***

Review Stop	STORM			STORMWATER
Rev No	4	Status	F	Date	05-10-2018			Cont ID
Sent By	tward			Date	05-10-2018	Time	17:35	Rev Time	0.00
Received By	tward			Date	05-10-2018	Time	18:03	Sent To

Notes

2018-05-10 18:03:24	THE FOILLOWING COMMENTS ARE FROM THE REVIEW OF THE MAY
	7, 2018 SUBMITTAL PACKAGE.

	1. THE LANDSCAPE PLANS ARE NOT SHOWING THE LATEST
	PROPOSED UTILITIES SHOWN ON THE CIVIL PLANS. INCLUDE
	THE ROOF DRAINAGE PIPING ON THE PLUMBING SITE PLAN .

	2. LABEL VERTICAL DATUM ON DRAINAGE PLAN AND WATER AND
	SEWER PLANS. PROVIDE CONVERSION EQUATION TO NGVD 1929.

	3. IDENTIFY WHICH DRAINAGE STRUCTURE(S) WILL BE CONTROL
	STRUCTURES FOR RESTRICTING RUNOFF DISCHARGE FROM THE
	SITE.

	4. DDA NEEDED AFTER THE 8" GATE VALVE ON THE WATER MAIN
	AT THE NORTHEAST CORNER OF THE PROPERTY. THE WATER MAIN
	AFTER THE VALVE WILL BE A PRIVATE WATER MAIN.

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

Review Stop	STORM			STORMWATER
Rev No	3	Status	P	Date	12-13-2017			Cont ID
Sent By	tward			Date	12-13-2017	Time	14:47	Rev Time	0.00
Received By	tward			Date	12-13-2017	Time	15:00	Sent To

Notes

2017-12-13 14:59:49	THE COOMENTS BELOW ARE FROM THE SET OF PLANS
	DISTRIBUTED THE WEEK OF 12/11/17:

	1. THE SITE PLAN STILL SHOWS RETENTION POND WITH BLUE
	COLOR FOR WATER. THE CONCEPTUAL ENGINEERING PLAN SHOWS
	THE FEATURE AS A DRY DETENTION AREA. THE SITE PLAN WILL
	BE CHANGED TO LABEL THE AREA AS DRY DETENTION AND THE
	BLUE COLOR CHANGED.

	2. THE CONCEPTUAL ENGINEERING PLAN IS NOT SHOWING THE
	LIMITS OF THE:
	A. UTILITY EASEMENT / RIGHT OF WAY EASEMENT ALONG THE
	NORTH PROPERTY LINE
	B. RIGHT OF WAY EASEMENT ALONG THE EAST PROPERTY LINE.

	THE ENGINEER HAS EMAILED TO SAY THE CONCEPTUAL
	ENGINEERING PLAN WILL BE RESUBMITTED WITH THE EASEMENT
	LINES SHOWN.

	3. A FIRE HYDRANT IS SHOWN NEAR THE NORTHEAST CORNER OF
	THE PROPERTY. THE FIRE MARSHALL HAS REQUESTED THE FIRE
	DEPARTMENT CONNECTION BE MOVED TO BE NEAR THE FIRE
	HYDRANT NEAR THE ENTRANCE ROAD AT THE SOUTHWEST CORNER
	OF THE SITE. THIS CHANGE IN FDC LOCATION WILL BE MADE
	DURING ENGINEERING PERMIT APPLICATION SUBMITTAL. THE FH
	AT THE NORTHEAST CORNER OF THE SITE WILL NOT BE NEEDED.
	THIS FH WILL NOT BE ON THE PLANS FOR ENGINEERING PERMIT
	APPLICATION.

	4. THE CONCEPTUAL ENGINEERING PLAN SHOWS THE EXISTING
	SANITARY SEWER GOING OUTSIDE OF THE 12' EASEMENT ALONG
	THE SOUTH PROPERTY LINE. THE SEWER SYSTEM ACTUALLY
	TURNS SOUTH BEFORE THE END OF THE EASEMENT AND CONNECTS
	TO THE OFFSITE SEWER MANHOLE SHOWN ON THE DRAWING. THIS
	CAN BE CORRECTED ON THE PLANS SUBMITTED FOR ENGINEERING
	PERMIT.

	5. THE CONCEPTUAL ENGINEERING PLAN SHOWS A UTILITY
	EASEMENT AROUND THE PROPOSED FIRE HYDRANT AND WATER
	METER NEAR THE NORTHEAST CORNER OF THE PROPERTY. IF THE
	EXISTING 10-UTILITY EASEMENT ALONG THE NORTH PROPERTY
	LINE IS REMAINING THEN ANOTHER UTILITY EASEMENT IS NOT
	NEEDED. THE FIRE HYDRANT AND WATER METER APPEAR TO BE
	WITHIN THE EXISTING UTILITY EASEMENT. THE ENGINEERING
	EMAILED TO SAY THE REVISED ENGINEERING PLAN DRAWING
	WILL NOT SHOW THE PROPOSED UTILITY EASEMENT AROUND THE
	WATER METER AND FIRE HYDRANT.

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

Review Stop	STORM			STORMWATER
Rev No	2	Status	F	Date	10-16-2017			Cont ID
Sent By	tward			Date	10-16-2017	Time	16:31	Rev Time	0.00
Received By	tward			Date	10-16-2017	Time	16:55	Sent To

Notes

2017-10-16 16:54:46	THE FOLLOWING COMMENTS ARE BASED UPON THE REVIEW OF THE
	OCTOBER 5, 2017 SUBMITTAL PACKAGE.

	1. LABEL THE VERTICAL DATUM ON THE CONCEPTUAL PAVING,
	DRAINAGE, WATER AND WASTEWATER PLAN. IF DIFFERENT THAN
	CITY'S VERTICAL DATUM, NGVD1929, THEN PROVIDE
	CONVERSION FACTOR TO OBTAIN NGVD 1929.

	2. SHOW ALL UTILITIES ON THE LANDSCAPE PLANS. THE
	CONCEPTUAL ENGINEERING PLAN SHOWS STORM WATER PIPES
	INTO THE DRY DETENTION AREA THAT ARE NOT SHOWN ON THE
	LANDSCAPE PLANS.

	3. CONCEPTUAL ENGINEERING PLAN LABELS THE OPEN FEATURE
	IN THE SOUTHWEST CORNER OF THE SITE AS A PROPOSED DRY
	DETENTION AREA. THE ARCHITECTURAL PLANS LABEL THE AREA
	AS RETENTION POND. POND INDICATES PERMANENT WATERBODY
	WHICH IS NOT THE SAME AS DRY DETENTION AREA. RETENTION
	AND DETENTION ARE NOT THE SAME EITHER.

	4. SFWMD HAS MINIMUM DIMENSIONAL REQUIREMENTS FOR WET
	PONDS USED FOR WATER QUALITY TREATMENT.

	5. SFWMD PERMIT TO BE SUBMITTED WITH ENGINEERING PERMIT
	APPLICATION.

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

Review Stop	STORM			STORMWATER
Rev No	1	Status	F	Date	09-07-2017			Cont ID
Sent By	tward			Date	09-07-2017	Time	13:17	Rev Time	0.00
Received By	tward			Date	09-07-2017	Time	13:20	Sent To

Notes

2017-09-07 13:20:23	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 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 AREAS WILL BE EFFECTIVE ON OCTOBER 5, 2017 IF
	RESOLUTION PASSES AT SECOND READING BEFORE CITY
	COMMISSION. THE MAPS ARE AVAILABLE AT
	HTTP://MAPS.CO.PALM-BEACH.FL.US/GIS/FLOODZONES.ASPX?.

	2. NO ENGINEERING PLANS WERE PROVIDED.

	3. DEVELOPMENT IS LOCATED IN THE C-17 DRAINAGE BASIN.

	4. SHOW UTILITIES ON THE LANDSCAPE PLANS AND LIGHTING
	PLANS.

	5. CITY?S VERTICAL DATUM IS NATIONAL GEODETIC VERTICAL
	DATUM OF 1929 (NGVD29). THE VERTICAL DATUM ON THE
	ALTA/NSPS LAND TITLE BOUNDARY SURVEY IS NORTH AMERICAN
	VERTICAL DATUM OF 1988 (NAVD88). PROVIDE A CONVERSION
	FACTOR BETWEEN NAVD88 AND NGVD29 ON THE SURVEY.

	6. PROVIDE ?NORTH? ARROW ON SHEET A0.02.

	7. IT APPEARS THE DRIVEWAY TO THE PROPOSED DEVELOPMENT
	IS ON A SEPARATE PARCEL OF LAND THAT IS OWNED BY
	OTHERS. IS THERE AN ACCESS EASEMENT/AGREEMENT TO USE
	THE DRIVEWAY.

	8. THE SFWMD ERP PERMIT FOUND ON SFWMD?S WEBSITE
	DOESN?T APPEAR TO MATCH WHAT WAS BUILT.

	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

	2. PROVIDE A COPY OF THE SFWMD ERP MODIFICATION FOR
	THIS PROPOSED DEVELOPMENT.

	3. PROVIDE A COPY OF THE NPBCID PERMIT MODIFICATION FOR
	THIS DEVELOPMENT.

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

Review Stop	SURVEY			SURVEYING
Rev No	3	Status	P	Date	10-30-2017			Cont ID
Sent By	vnoel			Date	10-30-2017	Time	07:37	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

2017-10-30 07:39:42	PASSED WITH CONDITION OF EITHER AGREEMENT FOR
	CONNECTION TO PRIVATE LIFT STATION OR NEW ON-SITE LIFT
	STATION AND CONNECTION TO CITY SANITARY.

Review Stop	SURVEY			SURVEYING
Rev No	2	Status	F	Date	10-16-2017			Cont ID
Sent By	vnoel			Date	10-16-2017	Time	07:35	Rev Time	0.00
Received By	vnoel			Date		Time		Sent To

Notes

2017-10-16 07:44:02	1. THIS PROPERTY FALLS WITHIN THE CITY'S SERVICE AREA
	FOR WATER AND SEWER. THE ABILITY TO CONNECT TO THE
	COUNTY'S FACILITIES IS NOT AN OPTION. PLEASE REVIEW AND
	REVISE ACCORDINGLY.

Review Stop	SURVEY			SURVEYING
Rev No	1	Status	F	Date	09-15-2017			Cont ID
Sent By	vnoel			Date	09-15-2017	Time	08:26	Rev Time
Received By	vnoel			Date		Time		Sent To

Notes

2017-09-15 08:39:47	1. NO ENGINEERING PLANS PROVIDED. NEED TO REVIEW THE
	ADJOINING PRIVATE LIFT STATION.
	2. NEED DUMPSTER LOCATION APPROVED BY PETER BIENIEK,
	PUBLIC WORKS DIRECTOR.
	3. NEED CONVERSION FROM NAVD 88 TO NGVD 29.
	4. NEED COUNTY APPROVAL FOR LANDSCAPING IN UTILITY
	EASEMENTS.

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	3	Status	P	Date			Cont ID
Sent By				Date	05-14-2018	Time	Rev Time	0.00
Received By				Date		Time	Sent To

Notes

2018-05-14 17:04:46	PASSED WITH CONDITION. A PALM BEACH COUNTY RIGHT OF WAY
	PERMIT IS REQUIRED FOR MODIFICATION TO THE ENTRANCE ON
	COMMUNITY DRIVE.

	ERIK D. FERGUSON, PE
	CITY TRANSPORTATION ENGINEER

Review Stop	TRAFFIC			TRAFFIC ENGINEERING
Rev No	2	Status	P	Date			Cont ID
Sent By				Date	10-12-2017	Time	Rev Time	0.00
Received By				Date		Time	Sent To

Notes

2017-10-12 16:10:45	PASSED WITH CONDITIONS:
	1) APPLICANT WILL WORK WITH OWNER OF ADJACENT PROPERTY
	TO MODIFY SHARED ACCESS ENTRACE ON COMMUNITY DRIVE FOR
	A.D.A. COMPLIANCE. NOTE THAT THE MODIFICATIONS TO THE
	ENTRANCE WILL MOST LIKELY REQUIRE A PALM BEACH COUNTY
	PERMIT AS COMMUNITY DRIVE IS A COUNTY ROADWAY.

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

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

Notes

2017-09-18 09:40:48	THIS REVIEW IS PRELIMINARY AS DETAILED ENGINEERING
	PLANS WERE NOT PROVIED. THE COMMENTS ARE AS FOLLOWS:
	1) PROVIDE PALM BEACH COUNTY TRAFFIC CONCURRENC LETTER.
	2) THE EXISTING SIDEWALK AT THE DRIVEWAY ENTRANCE DOES
	NOT APPEAR TO BE A.D.A. COMPLIANT. PROVIDE DRIVEWAY
	PROFILE AND CURB RAMP DETAILS WITH RESUBMITTAL.

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

Review Stop	Z			ZONING
Rev No	5	Status	P	Date	06-20-2018		Cont ID
Sent By	llouie			Date	06-20-2018	Time	Rev Time	0.00
Received By	llouie			Date	06-20-2018	Time	Sent To

Notes

2018-06-20 15:25:12	APPROVED WITH THE FOLLOWING CONDITIONS:

	1.) THE DEVELOPER SHALL WORK WITH THE OWNER OF THE
	ADJACENT PROPERTY TO MODIFY THE SHARED ACCESS ENTRANCE
	ON COMMUNITY DRIVE FOR A.D.A. COMPLIANCE. MODIFICATION
	TO THE ENTRANCE WILL REQUIRE A RIGHT-OF-WAY PERMIT FROM
	PALM BEACH COUNTY, AS COMMUNITY DRIVE IS A COUNTY
	ROADWAY. THE DEVELOPER SHALL BE REQUIRED TO OBTAIN THE
	COUNTY RIGHT-OF-WAY PERMIT PRIOR TO THE ISSUANCE OF A
	BUILDING PERMIT.

	2.) 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.

	3.) PRIOR TO THE SUBMISSION OF A BUILDING PERMIT, AN
	ENGINEERING DEVELOPMENT APPROVAL APPLICATION SHALL BE
	REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.

Review Stop	Z			ZONING
Rev No	4	Status	F	Date	06-11-2018		Cont ID
Sent By	llouie			Date	06-11-2018	Time	Rev Time	0.00
Received By	llouie			Date	06-11-2018	Time	Sent To

Notes

2018-06-11 14:04:17	BELOW ARE OUTSTANDING SITE PLAN COMMENTS (PLANS REVISED
	6/1/18 AND SUBMITTED TO THE CITY ON 6/5/18 IN
	ASSOCIATION WITH THE REQUEST FOR THE MAJOR PLANNED
	DEVELOPMENT (PD) AMENDMENT, APPROVED BY THE CITY
	COMMISSION ON 1/29/18 (ORDINANCE NO. 4757-17).

	1.) PLEASE ADDRESS THE FOLLOWING IN THE PROJECT
	INFORMATION TABULAR ON SHEET A0.03: THE BUILDING HEIGHT
	INFORMATION DOES NOT MATCH THE HEIGHT PROVIDED IN THE
	BUILDING ELEVATIONS (SHEETS A2.01 AND A2.02). THE
	HEIGHT SHOULD READ 53'-0" TO THE TOP, AS SPECIFIED IN
	THE ELEVATION DRAWINGS. [5/10/18 REPEAT COMMENT]

	2.) ADD NOTE TO SEE DETAIL ON SHEET A0.05 AT THE
	LOCATION OF THE MONUMENT SIGN ON SHEET A1.01 (SITE
	PLAN). [5/10/18 REPEAT COMMENT]

Review Stop	Z			ZONING
Rev No	3	Status	F	Date	05-10-2018		Cont ID
Sent By	llouie			Date	05-10-2018	Time	Rev Time	0.00
Received By	llouie			Date	05-10-2018	Time	Sent To

Notes

2018-05-10 12:27:54	BELOW ARE OUTSTANDING SITE PLAN COMMENTS (PLANS REVISED
	AND SUBMITTED TO CITY ON 5/3/18) IN ASSOCIATION WITH
	THE REQUEST FOR THE MAJOR PLANNED DEVELOPMENT (PD)
	AMENDMENT, APPROVED BY THE CITY COMMISSION ON 1/29/18
	(ORDINANCE NO. 4757-17).

	1.) PLEASE MAKE THE FOLLOWING CORRECTIONS TO THE COVER
	SHEET: LIFE SAFETY PLAN-GROUND LEVEL IS SHEET A1.06
	(NOT A1.07); LIFE SAFETY PLAN-TYPICAL LEVEL IS SHEET
	A1.07 (NOT A1.05); LIFE SAFETY PLAN-ROOF LEVEL IS SHEET
	A1.08 (NOT A1.05); TREE DISPOSITION PLAN IS SHEETS TD-1
	AND TD-2 (NOT TDP-1 AND TDP-2); PLUMBING SITE PLAN IS
	SHEET P-100 (NOT MECHANICAL SITE PLAN);.

	2.) SHEET A0.02 IS INCONSISTENT WITH THE LATEST CHANGES
	MADE TO THE SITE PLAN (I.E. LOCATION OF THE LIGHT
	FIXTURES, TREES IN THE MIDDLE OF THE PARKING AREA
	PEDESTRIAN CROSSWALK, PAVED SURFACE IS SHADED GREEN
	WITHIN THE CROSSWALK, ETC.). PLEASE ADDRESS.

	3.) PLEASE ADDRESS THE FOLLOWING IN THE PROJECT
	INFORMATION TABULAR ON SHEET A0.03: THE BUILDING
	HEIGHT INFORMATION DOES NOT MATCH THE HEIGHT PROVIDED
	IN THE BUILDING ELEVATIONS (SHEETS A2.01 AND A2.02);
	SIDE SETBACK (WEST) IS 43'-9" (NOT 43'-9""); PLEASE
	MODIFY THE FOOTNOTE REGARDING THE 40% REDUCTION TO
	REFERENCE THE ZONING CODE SECTION OR ORDINANCE NO.
	4758-17 (THE CITY-INITIATED TEXT AMENDMENT HAS ALREADY
	BEEN ADOPTED).

	4.) THE BICYCLE RACK DETAIL ON SHEET A0.04 HAS BEEN
	MODIFIED SO THAT IT IS NO LONGER CONSISTENT WITH THE
	CITY'S BICYCLE PARKING GUIDELINES. PLEASE ADDRESS AS
	THE WAVE RACK IS NOT PERMITTED IN THE CITY.

	5.) PLEASE CORRECT THE PROPERTY NAME AND PROPERTY
	ADDRESS FOR DETAIL 0.6 ON SHEET A0.05 (MONUMENT SIGN
	DETAILS).

	6.) ADD NOTE TO SEE DETAIL ON SHEET A0.05 AT THE
	LOCATION OF THE MONUMENT SIGN ON SHEET A1.01 (SITE
	PLAN).

	7.) GENERAL SITE PLAN NOTE #5 ON SHEET A1.01 (SITE
	PLAN), STATES THAT THE SANITARY LINE WILL BE CONNECTED
	TO THE ADJACENT PROPERTY LIFT STATION. PER CONDITION OF
	APPROVAL IN ORDINANCE NO. 4757-17, THE DEVELOPER SHALL
	PROVIDE AN AGREEMENT FOR THE CONNECTION. PLEASE
	ADDRESS.

	8.) GENERAL SITE PLAN NOTE #12 SHOULD STATE THAT THERE
	SHALL NOT BE ANY LANDSCAPE MATERIAL WITHIN 5 FT. OF
	UNDERGROUND UTILITIES (NOT LOCATED WITHIN 5 FT. OF
	UNDERGROUND UTILITIES). PLEASE CORRECT.

	9.) ALL EXTERIOR LIGHTING SHALL BE SHIELDED TO REDUCE
	GLARE AND SHALL BE ARRANGED TO REFLECT LIGHT OR GLARE
	AWAY FROM ALL ADJACENT RESIDENTIAL DISTRICTS, ADJACENT
	RESIDENCES OR PUBLIC THOROUGHFARES. PLEASE REVIEW
	PHOTOMETRIC PLAN AND ENSURE THE PLAN DEMONSTRATES
	COMPLIANCE. PLEASE ADD NOTE IN THE PHOTOMETRIC PLAN IF
	CONSISTENT WITH THE ZLDR FOR EXTERIOR LIGHTING. [ZLDR
	S.94-309(A)]

Review Stop	Z			ZONING
Rev No	2	Status	P	Date	11-21-2017		Cont ID
Sent By	llouie			Date	11-21-2017	Time	Rev Time	0.00
Received By	llouie			Date	11-21-2017	Time	Sent To

Notes

2018-02-12 11:40:55	CONDITIONS OF APPROVAL:

	1.) PRIOR TO CITY COMMISION, THE APPLICANT SHALL BE
	REQUIRED TO COMPLETE THE FOLLOWING: A) REVISE THE SITE
	PLAN AND LANDSCAPE PLAN TO MATCH THE ENGINEERING PLAN;
	B) ANY EXISTING AND/OR PROPOSED LANDSCAPE MATERIAL
	WITHIN FIVE (5) FEET OF UNDERGROUND UTILITIES SHALL BE
	RELOCATED IN THE LANDSCAPE PLAN. C) REVISE THE DETAIL
	OF THE PERMANENT FREESTANDING IDENTIFICATION SIGN
	LOCATED AT THE NORTHWEST CORNER OF THE PROPERTY, TO
	COMPLY WITH THE DIMENSIONAL STANDARDS OF SECTION 94-407
	OF THE ZONING AND LAND DEVELOPMENT REGULATIONS (ZLDRS).

	2.) THE SITE PLAN SHALL BE CONTINGENT ON THE APPROVAL
	OF A CITY-INITIATED TEXT AMENDMENT TO THE ZONING AND
	LAND DEVELOPMENT REGULATIONS (ZLDRS) TO ALLOW FOR A
	PARKING REDUCTION OF UP TO 50 PERCENT FOR ELDERLY
	HOUSING. FAILURE TO ADOPT THE PARKING REDUCTION INTO
	THE ZLDRS THAT IS CONSISTENT WITH THE PROJECT (ELDERLY
	HOUSING CONSISERED 55+) WILL TERMINATE THE APPROVAL OF
	THE SITE PLAN.

	3.) PRIOR TO THE SUBMISSION OF A BUILDING PERMIT, THE
	DEVELOPER SHALL PROVIDE EITHER AN AGREEMENT FOR A
	CONNECTION TO A PRIVATE LIFT STATION OFF-SITE, OR
	DESIGN A NEW ON-SITE LIFT STATION AND CONNECTION TO THE
	CITY'S SANITARY SEWER SERVICE.

	4.) THE DEVELOPER SHALL WORK WITH THE PROPERTY OWNER OF
	THE ADJACENT PROPERTY TO MODIFY THE SHARED ACCESS
	ENTRANCE ON COMMUNITY DRIVE FOR A.D.A. COMPLIANCE.
	MIODIFICATION TO THE ENTRANCE WILL REQUIRE A
	RIGHT-OF-WAY PERMIT FROM PALM BEACH COUNTY, AS
	COMMUNITY DRIVE IS A COUNTY ROADWAY. THE DEVELOPER
	SHALL BE REQUIRED TO OBTAIN THE COUNTY RIGHT-OF-WAY
	PERMIT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

	5.) 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.

	6.) PRIOR TO THE SUBMISSION OF A BUILDING PERMIT, AN
	ENGINEERING DEVELOPMENT APPROVAL APPLICATION SHALL BE
	REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.

Review Stop	Z			ZONING
Rev No	1	Status	F	Date	09-07-2017		Cont ID
Sent By	llouie			Date	09-07-2017	Time	Rev Time
Received By	llouie			Date	09-07-2017	Time	Sent To

Notes

2017-09-07 08:29:02	GENERAL COMMENTS:

	1.) THE APPLICATION IS SEEKING A 40 PERCENT PARKING
	REDUCTION FROM THE CITYWIDE PARKING STANDARDS FOR
	MULTIFAMILY RESIDENTIAL. CURRENTLY, THE PLANNING
	DIVISION IS IN THE PROCESS OF PROCESSING A ZLDR TEXT
	AMENDMENT THAT WOULD REDUCE THE PARKING REQUIREMENT (UP
	TO 40%) FOR SENIOR HOUSING PROJECTS. THE SCHEDULE FOR
	PROCESSING THE ZLDR TEXT AMENDMENT IS UNCERTAIN AT THIS
	TIME. ACCORDING TO THE JUSTIFICATION STATEMENT, IT IS
	THE APPLICANT?S INTENT TO PROCESS THE APPLICATION
	ALONGSIDE WITH THE CITY-INITIATE ZLDR TEXT AMENDMENT.
	THE APPLICANT ALSO UNDERSTANDS THAT THE SITE PLAN WILL
	NOT BE APPROVED UNTIL THE TEXT AMENDMENT IS FORMALLY
	ADOPTED BY THE CITY.

	2.) PROVIDE A TRAFFIC LETTER FROM THE PALM BEACH COUNTY
	TRAFFIC DIVISION STATING THAT THE PROPOSED PROJECT
	MEETS THE TRAFFIC PERFORMANCE STANDARDS (TPS) OF THE
	COUNTY. THE COUNTY LETTER APPROVING THE TPS STANDARDS
	OF THE COUNTY SHALL BE RECEIVED BY STAFF PRIOR TO
	SCHEDULING THE APPLICATION FOR A PUBLIC HEARING.

	3.) PROVIDE A SCHOOL CAPACITY AVAILABILITY
	DETERMINATION (SCAD) LETTER FROM THE SCHOOL DISTRICT OF
	PALM BEACH COUNTY STATING THAT THE PROPOSED PROJECT
	MEETS THE SCHOOL CONCURRENCY REQUIREMENTS OF THE
	COUNTY. THE SCAD LETTER APPROVING SCHOOL CONCURRENCY
	SHALL BE SUBMITTED TO STAFF PRIOR TO SCHEDULING THE
	APPLICATION FOR A PUBLIC HEARING.

	4.) THE SURVEY SHOWS A 10 FT. WIDE UTILITY AND ROW
	EASEMENT ALONG THE NORTH AND EAST PROPERTY LINES.
	ACCORDING TO ORB RECORDS, FDOT MAY HAVE AN INTEREST IN
	THE ROW EASEMENT. THE APPLICANT WILL BE REQUIRED TO
	OBTAIN WRITTEN DOCUMENTATION FROM FDOT AND PALM BEACH
	COUNTY TRAFFIC (COMMUNITY DRIVE IS A COUNTY ROADWAY),
	STATING THAT THE ROW EASEMENT IS NOT NEEDED, AS THIS
	MAY IMPLICATE THE BUILDING SETBACK LINE ALONG THE NORTH
	AND EAST SIDES OF THE PROPERTY.

	5.) THE APPLICANT WILL BE RESPONSIBLE FOR THE ENVELOPES
	AND ADDRESSED LABELS FOR THE PUBLIC NOTICE MAILERS. A
	SIGNED AND NOTARIZED PUBLIC NOTICE MAILER AFFIDAVIT
	WILL BE REQUIRED PRIOR TO EACH PUBLIC HEARING.

	6.) ALL PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
	CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
	EXISTING BUILDING, WHERE THE TOTAL CONSTRUCTION COSTS
	ARE EQUAL TO OR GREATER THAN $750,000.00 IS SUBJECT TO
	THE ART IN PUBLIC PLACES REQUIREMENTS OF CHAPTER 78,
	ARTICLE V, OF THE CITY'S CODE OF ORDINANCES.


	SITE PLAN COMMENTS:

	1.) PROVIDE DETAILS AND DIMENSIONS ON THE PROPOSED
	MONUMENT SIGN AT THE NORTHWEST CORNER OF THE PROPERTY.
	INCLUDE ANY SETBACK DIMENSIONS FROM THE PROPERTY
	LINE(S). PLEASE NOTE THAT THE PROPOSED MONUMENT SIGN
	SHALL COMPLY WITH THE SIGNAGE REQUIREMENTS OF ZLDR
	S.94-407.

	2.) ADD DIMENSIONS TO THE LANDSCAPE ISLANDS (I.E.
	WIDTH).

	3.) THERE ARE TWO (2) EXISTING TRANSFORMER PADS LOCATED
	ALONG THE NORTH PROPERTY LINE, WHICH SEEMS TO BE
	MISSING FROM THE SITE PLAN. PLEASE INCLUDE THE
	TRANSFORMERS IN THE SITE PLAN FOR CONSISTENCY.

	4.) WHERE IS THE LOCATION OF A/C UNITS/MECHANICAL
	EQUIPMENT (I.E. GROUND LEVEL OR ROOFTOP)? PLEASE NOTE
	THAT MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW
	BY EITHER LANDSCAPING OR THE BUILDING PARAPET.

	5.) PHOTOMETRIC PLAN INDICATES THE USE OF POLE
	FIXTURES. PLEASE ILLUSTRATE THE LOCATION OF THESE
	FIXTURES IN THE SITE PLAN AND PROVIDE SETBACK
	DIMENSIONS FROM THE PROPERTY LINE. PLEASE NOTE THAT THE
	POLES MUST BE LOCATED A MINIMUM OF 5 FT. FROM THE
	PROPERTY LINE(S). ALSO, INCLUDE A DETAIL OF THE POLE
	FIXTURE IN THE PLAN.

	6.) HOW BIG ARE THE 1 BR AND 2BR UNITS?

	7.) ADD OUTDOOR/PEDESTRIAN AMENITIES (I.E. BENCHES,
	GAZEBO, WALKING PATH AROUND THE LAKE, ETC.) FOR THE
	RESIDENTS OF THE PROPOSED DEVELOPMENT.

	8.) ADD TRAFFIC CALMING/CROSSWALKS LEADING FROM THE
	PARKING LOT TO THE BUILDING.

	9.) THE PROPOSED BICYCLE RACKS MUST DEMONSTRATE THAT
	ALL THE MINIMUM DIMENSIONS HAVE BEEN MET PER THE CITY'S
	BICYCLE PARKING STANDARDS (I.E. DISTANCE FROM EACH THE
	END OF THE RACK TO THE BUILDING/PAVEMENT. THIS IS TO
	ENSURE THAT THERE IS SUFFICIENT SPACE FOR BICYCLE
	PARKING AND THAT THE BICYCLE WILL NOT ENCROACH UPON ANY
	SIDEWALK/WALKING PATH). PLEASE ILLUSTRATE COMPLIANCE
	WITH DIMENSIONS.

	10.) THE BICYCLE RACK LOCATED FURTHEST EAST SEEMS TO
	ENCROACH UPON LANDSCAPE. THIS IS NOT PERMITTED. PLEASE
	ADDRESS.

	11.) THERE SEEMS TO BE A DOOR LOCATED ON THE NORTH SIDE
	OF THE BUILDING; HOWEVER, THERE DOES NOT SEEM TO BE A
	WALKING PATH LEADING FROM THE DOOR TO THE PARKING AREA
	AND/OR SIDEWALK. PLEASE ADDRESS.

	12.) THERE IS A PROPOSED T-TURNAROUND LOCATED AT THE
	NORTHEAST CORNER OF THE PROPERTY. HOWEVER, IT DOES NOT
	SEEM TO BE A PRACTICAL TURNAROUND FOR LARGER VEHICLES.
	WAS A CURB CUT CONSIDERED AT THIS LOCATION? THIS
	PROPOSED T-TURNAROUND MAY ALSO REQUIRE ADDITIONAL
	FEEDBACK FROM THE FIRE, ENGINEERING AND PUBLIC WORKS
	DEPT.


	LANDSCAPE COMMENTS:

	1.) THERE ARE TWO (2) EXISTING TRANSFORMER PADS LOCATED
	ALONG THE NORTH PROPERTY LINE WHICH SEEMS TO BE MISSING
	FROM THE LANDSCAPE PLAN. PLEASE SHOW THE EXISTING
	TRANSFORMER PADS IN THE LANDSCAPE PLAN TO DEMONSTRATE
	THAT THE PADS WILL NOT CONFLICT WITH THE PROPOSED
	LANDSCAPING.

	2.) SHOW LIGHT POLE FIXTURES IN THE LANDSCAPE PLAN TO
	DEMONSTRATE THAT THE FIXTURES WILL NOT INTERFERE WITH
	THE PROPOSED LANDSCAPE FOR THE PROJECT.

	3.) A TREE ALTERATION PERMIT WILL BE REQUIRED PRIOR TO
	THE REMOVAL OF ANY TREES ON THE PROPERTY.

	4.) PLEASE ADDRESS ANY ADDITIONAL LANDSCAPE COMMENTS
	PROVIDED BY THE CITY'S LANDSCAPE PLANNER, RAY CARANCI @
	(561) 822-1462. ALL LANDSCAPE COMMENTS SHALL BE
	SATISFIED PRIOR TO THE SCHEDULING OF THE APPLICATION
	FOR A PUBLIC HEARING.


	ARCHITECTURAL FLOOR PLANS AND ELEVATIONS:

	1.) FINAL ARCHITECTURAL PLANS SHALL BE SIGNED, DATED
	AND SEALED BY A FLORIDA REGISTERED ARCHITECT.

	2.) PLEASE ENSURE THAT ANY CHANGES TO THE SITE
	PLAN/LANDSCAPE AND PHOTOMETRIC PLAN ARE REFLECTED IN
	THE ARCHITECTURAL DRAWINGS FOR CONSISTENCY.


	LIGHTING PLAN:

	1.) THE PHOTOMETRIC PLAN SHALL BE SIGNED AND SEALED BY
	A FLORIDA REGISTERED PROFESSIONAL ENGINEER.

	2.) PROVIDE A DETAIL (INCLUDING DIMENSIONS) OF THE
	PROPOSED POLE FIXTURES.

	3.) THERE SEEMS TO BE AN EXISTING TRANSFORMER ALONG THE
	NORTH PROPERTY LINE THAT IS MISSING FROM THE
	PHOTOMETRIC PLAN. PLEASE INCLUDE THE PAD IN THE PLAN
	FOR CONSISTENCY.

	4.) PER ZLDR S.94-309(A), ALL OUTDOOR LIGHTING SHALL BE
	SHIELDED TO REDUCE GLARE AND SHALL BE ARRANGED TO
	REFLECT LIGHT OR GLARE AWAY FROM ALL ADJACENT
	RESIDENTIAL DISTRICTS, ADJACENT RESIDENCES, OR PUBLIC
	THROUGHFARES.


	INSTRUCTIONS FOR RESUBMITTAL:

	* WHEN RESUBMITTING, PLEASE PROVIDE A MINIMUM OF
	FIFTEEN (15) PAPER COPIES, ONE (1) REDUCED COPY IN 8.5
	INCHES X 11 INCHES AND ONE (1) SET IN 11 INCHES X 17
	INCHES, AND AN ELECTRONIC COPY OF ALL PLANS. PLEASE
	NOTE THAT CHANGES ON THE RESUBMITTED PLANS MAY RESULT
	IN ADDITIONAL COMMENTS.

	* PLEASE NOTE THAT YOU WILL BE PERMITTED ONE (1)
	RESUBMITTAL AT NO ADDITIONAL COST. IF PREVIOUSLY-ISSUED
	COMMENTS CONTINUE TO NOT BE SUFFICIENTLY ADDRESSED, THE
	APPLICANT WILL BE ASSESSED A RESUBMITTAL FEE. SUCH FEE
	WILL BE 20 PERCENT OF THE ORIGINAL APPLICATION FEE
	($600.00).

	* CONTACT LINDA LOUIE @ (561) 822-1458 IF THERE ARE
	QUESTIONS.