HomeMy Public PortalAbout10 14 2022 Agenda with back-up
October 7, 2022
MAYOR: Scott W. Morgan
VICE MAYOR: Thomas M. Stanley
COMMISSIONER: Paul A. Lyons, Jr.
Joan K. Orthwein
Thomas A. Smith
REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN COMMISSION, OF
THE TOWN OF GULF STREAM, ON FRIDAY, OCTOBER 14, 2022, AT 9:00 A.M.
IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, l00
SEA ROAD, GULF STREAM, FLORIDA.
AGENDA
I. Call to Order
II. Pledge of Allegiance
III. Roll Call
IV. Minutes
A. Regular Meeting of September 9, 2022
B. Tentative Budget Hearing of September 9, 2022
B. Special Meeting of September 21, 2022
C. Final Budget Hearing of September 21, 2022
V. Additions, withdrawals, deferrals, arrangement of agenda items
VI. Announcements
A. Regular Meetings and Public Hearings
1. November 11, 2022, at 9:00 A.M.
2. December 9, 2022, at 9:00 A.M.
3. January 13, 2023, at 9:00 A.M.
4. February 10, 2023, at 9:00 A.M.
5. March 10, 2023, at 9:00 A.M.
VII. Communication from the Public (3 min. maximum)
VIII. Public Hearing
A. Declaration of Ex-Parte Communication
B. Administer Oaths
C. Applications for Development Approval
1. An application submitted by Ocean Avenue Custom Homes LLC,
as agent for Benedetto DiCicco, owner of property located
at 2775 Avenue au Soleil, Gulf Stream, Florida, legally
described as Lot 93 Place au Soleil and 4-46-43.
a. Special Exception under Section 70-72(b)to increase the
maximum permitted FAR by 298 sq. ft.
b. Level 3 Architectural/Site Plan Review to allow the
construction of a new 7,268 sq. ft. Colonial West
Indies single-family home with two-car garage and
swimming pool.
IX. Reports
A. Town Manager
1. Roofing for Lot 2 on Bluewater Cove
2. Meter Re-Read Fee
3. Hurricane Ian Impact on Town of Gulf Stream
B. Architectural Review & Planning Board
l. Meeting Dates
a. October 27, 2022, at 8:30 A.M.
b. November 17, 2022, at 8:30 A.M.
c. December 22, 2022, at 8:30 A.M.
d. January 26, 2023, at 8:30 A.M.
e. February 23, 2023, at 8:30 A.M.
AGENDA CONTINUED
C. Finance Director
l. Financial Report for September 2022
2. Water Report for September 2022
D. Police Chief
l. Activity for September 2022
X. Items for Commission Action
A. Ordinances
1. ORDINANCE NO. 22/8; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA
PROVIDING FOR THE ANNEXATION INTO THE CORPORATE LIMITS OF
THE TOWN OF GULF STREAM, FLORIDA OF CERTAIN REAL PROPERTY
CONSISTING OF APPROXIMATELY 707 SQUARE FEET, MORE OR LESS,
GENERALLY LOCATED IMMEDIATELY SOUTH OF 996 PELICAN LANE;
PROVIDING FOR AND AUTHORIZING THE UPDATING OF THE TOWN
BOUNDARIES WITHIN THE TOWN CHARTER AND ALL OFFICIAL TOWN
MAPS; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL OF
ORDINANCES IN CONFLICT; PROVIDING FOR CODIFICATION;
PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES.
(First reading)
2. ORDINANCE NO. 22/9; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA
AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 70. GULF
STREAM DESIGN MANUAL; ARTICLE IV. SITE DEVELOPMENT
REGULATIONS; SECTION 70-78. SEAWALL HEIGHT. TO INCREASE
THE MAXIMUM PERMITTED SEAWALL HEIGHT; PROVIDING FOR REPEAL
OF ORDINANCES IN CONFLICT; PROVIDING FOR CODIFICATION;
PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES.
(First reading)
3. ORDINANCE NO. 22/10; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA
AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 14, ELECT
IONS, SECTION 14-4, FILING REQUIREMENTS, BY ADJUSTING THE
QUALIFYING PERIOD FOR CANDIDATES; PROVIDING FOR
SEVERABILITY; PROVIDING FOR REPEAL OF ORDINANCES IN
CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING AN
EFFECTIVE DATE. (First reading)
B. Items by Mayor & Commissioners
XI. Adjournment
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE TOWN
COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, SAID
PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY
NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH
RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO
BE BASED. F.S.S. 286.0105
MINUTES OF THE REGULAR MEETING AND PUBLIC HEARING BEING HELD BY THE TOWN
COMMISSION, OF THE TOWN OF GULF STREAM, ON SEPTEMBER 9, 2022, AT 4:00
P.M. IN THE WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL,
100 SEA ROAD, GULF STREAM, FLORIDA.
I. Call to Order
Mayor Morgan called the meeting to order at 4:00 P.M.
II. Pledge of Allegiance
Mayor Morgan led the Pledge of Allegiance.
III. Roll Call
Present and
Participating: Scott W. Morgan Mayor
Thomas W. Stanley Vice Mayor
Joan K. Orthwein Commissioner
Thomas A. Smith Commissioner
Also Present &
Participating:
Absent w/Notice:
IV. Minutes
Gregory Dunham
Edward Nazzaro
Edward Allen
Rita Taylor
Paul A. Lyons
Town Manager
Asst. Town Attorney
Chief of Police
Town Clerk
Commissioner
A. Regular Meeting of August 12, 2022
Commissioner Orthwein made a motion to approve the minutes of
the regular meeting on August 12, 2022. Commissioner Smith seconded the
motion with all voting AYE at roll call.
V. Additions, withdrawals, deferrals, arrangement of agenda items.
Town Manager Dunham stated he would like to add a Special Meeting
as number five under his report and add Amended ILA with Highland Beach
under Items for Commission Action as C. and moving Items by Mayor and
Commissioners to D.
VI. Announcements.
A. Regular Meetings and Public Hearings
1. September 9, 2022, at 5:01 P.M. (Tentative Budget)
2. September 21, 2022, at 5:01 P.M. (Final Budget)
3. October 14, 2022, at 9:00 A.M.
4. November 11, 2022, at 9:00 A.M.
5. December 9, 2022, at 9:00 A.M.
Mayor Morgan called attention to the upcoming dates.
VII. Communication from the Public (3 min. maximum)
There was none.
VIII. PUBLIC HEARING
A. Declaration of Ex-Parte Communication
Minutes of Town Commission
Regular Meeting September 9, 2022, @ 4:00 P.M.
There was none.
B. Administer Oaths
Town Clerk Taylor swore in Richard Drummer.
C. Applications for Development Approval
1. An application submitted by Richard Drummer, as Agent
for Joseph and Laura Pehota, owners of the property
located at 996 Pelican Lane, Gulf Stream, Florida, legally
described as S/D OF 9-46-43 NLY 109 FT OF WLY 94.52 FT of
E 227.50 FT OF LT 25.
a. Demolition Permit to demolish existing structure.
b. Land Clearing Permit to clear existing vegetation from
the building site.
c. Variance to reduce the minimum rear setback applicable
to the Property from 30' to 21'.
d. Variance to increase the minimum Floor Area Ratio
applicable to the Property from 330-o to 35.250 (Section
70-71, Code of Ordinances, Floor Area Ratios)
e. Variance to reduce the pool setback applicable to the
Property from 20' to 2' (Section 70-74, Setbacks)
f. Level 3 Architectural/Site Plan Review to permit the
construction of a new two-story Anglo-Caribbean style
single family dwelling with 2 car garage, four
bedrooms, a bonus room, and a swimming pool.
Assistant Town Attorney Nazzaro stated that staff had
conversed with Mr. Pehota following the August meeting regarding how
this application should proceed and that they had advised him that the
annexation should be completed before moving forward. He added that
after that conversation, the Town had not received any further
communication until September 8, 2022, which the Town received an
application for annexation from Cris Bennardo, the applicant's attorney.
Mr. Nazzaro stated he then sent the application over to Marty Minor and
was told that the application was complete, and the process could
continue. Mr. Minor explained that he would have everything ready for
first reading at the October 14, 2022, Commission Meeting. Mr. Nazzaro
then explained that the Commission had requested new drawings with
changes that the Commission had wanted to see on the application, which
had not been received. Mr. Nazzaro recommended denying the application
and starting fresh once the annexation was complete with a revised
application addressing the design concerns.
Mayor Morgan agreed with Mr. Nazzaro and suggested waiving the
re -application fee.
Mr. Richard Drummer, Architect, stated that they had redesigned
the house and were not going to be requesting any variances once the
annexation was complete. He requested that the application be deferred
to the October meeting. Vice Mayor Stanley recommended it go back to
2
Minutes of Town Commission
Regular Meeting September 9, 2022, @ 4:00 P.M.
the ARPB and then come to the Commission in November after the second
reading of the annexation.
Commissioner Smith made a motion to deny the application in full
and waive the re -application fee. Vice Mayor Stanley seconded the
motion with all voting AYE at roll call.
IX. Reports.
A. Town Manager
1. Update -Rezoning Request for Auto Dealership West of Place
au Soleil
Town Manager Dunham gave kudos to Assistant Town Attorney
Nazzaro on his presentation at the City of Delray Commission Meeting
and added that many residents had also been in attendance giving input
that was not repetitive and very well planned. Mr. Dunham stated that
he felt Mr. Nazzaro's presentation had changed some minds of those
sitting on the dais. Assistant Town Attorney reported that the
majority of votes denied the rezoning and was a big win for our
residents in Place au Soleil.
2. Building Department Services Activities
Town Manager Dunham stated that CFO Tew and Town
Receptionist Dena Williams had been training at Highland Beach learning
their software. CFO Tew explained that things were going smoothly, and
the contractors were uploading their documents digitally and there had
been no complaints.
3. Discussion Regarding Seawall Height
Town Manager Dunham stated that staff had begun
researching raising the minimum height on seawalls. He gave two
alternatives. One being raising the maximum height town -wide at a set
height or providing an ordinance or amendment to set a height of a foot
or foot and a half above what the finished floor elevation would be. He
added staff had been in communication with other municipalities to see
what they are considering. The Commission did not like the notion of
attaching it to a floor elevation and thought the seawall height should
be independent of the floor elevation.
4. Installation of Tree Farm
Town Manager Dunham stated that the tree farm had been
successfully irrigated and only cost $1,500 instead of $15,000.
S. Special Meeting on September 21, 2022, at 4:30 P.M.
Town Manager called attention to the special meeting date
and time.
B. Architectural Review & Planning Board
1. Meeting Dates
a. September 22, 2022, at 8:30 A.M.
b. October 27, 2022, at 8:30 A.M.
c. November 17, 2022, at 8:30 A.M.
e. December 22, 2022, at 8:30 A.M.
3
Minutes of Town Commission
Regular Meeting September 9, 2022, @ 4:00 P.M.
Mayor Morgan called attention to the upcoming ARPB
meeting dates.
C. Finance Director
1. Financial Report for August 2022
Town Manager Dunham noted there was nothing outstanding.
Mayor Morgan accepted the report as submitted.
D. Police Chief
1. Activity for August 2022
Chief Allen asked that the report be accepted as
submitted. He added that the police force had been through training and
gave a show -and -tell of the new body shields. Mayor Morgan accepted the
report as submitted.
X. Items for Commission Action.
A. Ordinances
1. ORDINANCE NO. 22/6; AN ORDINANACE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA,
AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 42,
BUILDINGS AND BUILDING REGULATIONS, ARTICLE II,
CONSTRUCTION STANDARDS; SECTION 42-26 ADOPTION OF CODES BY
REFERENCE; AND SECTION 42-27 ISSUANCE OF PERMITS,
INSPECTIONS; PROVIDING FOR REPEAL OF ORDINANCES IN
CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING AN
EFFECTIVE DATE; AND FOR OTHER PURPOSES. (2nd reading &
adoption)
Town Clerk Taylor read Ordinance No. 22/6 with an
effective date of September 9, 2022, for adoption. Vice Mayor Stanley
made a motion to adopt Ordinance No. 22/6 upon second reading.
Commissioner Orthwein seconded the motion with all voting AYE at roll
call.
2. ORDINANCE NO. 22/7; AN ORDINANCE OF THE TOWN COMMISSION
OF THE TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA
AMENDING THE TOWN CODE OF ORDINANCES AT CHAPTER 66,
ZONING; ARTICLE II, BOARDS AND COMMISSIONS; DIVISION 5,
ARCHITECTURAL REVIEW AND PLANNING BOARD; SECTION 66-72,
BOARD MEMBERSHIP, TO INCREASE THE NUMBER OF ALTERNATE
MEMBERS ELIGIBLE TO BE ON THE ARCHITECTURAL REVIEW AND
PLANNING BOARD FROM TWO TO THREE; PROVIDING FOR
SEVERABILITY; PROVIDING FOR REPEAL OF ORDINANACES IN
CONFLICT; PROVIDING FOR CODIFICATION; PROVIDING AN
EFFECTIVE DATE; AND FOR OTHER PURPOSES. (First reading)
Town Clerk Taylor read Ordinance No. 22/7 with an
effective date of September 9, 2022, for first reading. Commissioner
Smith made a motion to approve Ordinance No. 22/7 upon first reading.
Vice Mayor Stanley seconded the motion with all voting AYE at roll call.
B. Hurricane Debris Removal Contract-DRC Emergency Services
and CrowderGulf Joint Venture, Inc.
4
Minutes of Town Commission
Regular Meeting September 9, 2022, @ 4:00 P.M.
Town Manager Dunham explained this would give the Town a
back-up in case one was not available. Commissioner Smith asked if they
were set fees to which Assistant Town Attorney Nazzaro answered in the
affirmative and added it was a piggy -back contract.
Vice May Stanley made a motion to approve the Hurricane Debris
Removal Contract as presented. Commissioner Orthwein seconded the
motion with all voting AYE at roll call.
C. ILA with Highland Beach - Amended
Assistant Town Attorney explained an additional clause that
had been added by Highland Beach.
Commissioner Smith made a motion to accept the amended ILA.
Commissioner Orthwein seconded the motion with all voting AYE at roll
call.
D. Items by Mayor & Commissioners
Mayor Morgan gave a heartfelt farewell to Town Clerk Taylor who
will be retiring on September 30, 2022, stating besides Mayor Koch, she
had made the greatest impact on the Town of Gulf Stream. He added she
was smart, knowledgeable, always helpful and honest, and she got things
done. Town Manager Dunham followed with his own words stating he had
always been dependent on Ms. Taylor's advice and historical knowledge.
He then presented her with a bouquet of flowers from the Town Staff and
Commission. Ms. Taylor received a standing ovation from those in
attendance.
Mr. Bob Ganger, Town resident, gave words of appreciation to Town
Clerk Taylor, and thanked her for not only being a terrific clerk, but
being such a terrific person.
Town Clerk Taylor thanked everyone stating she would think of
everyone and be watching the papers to see what the Coastal Star would
have to say about forthcoming meetings, as her interest about the Town
would not die.
XI. Adjournment
Mayor Morgan adjourned the meeting at 4:42 P.M.
Renee Basel
Town Clerk
5
MINUTES OF THE PUBLIC HEARING HELD BY THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM ON FRIDAY, SEPTEMBER 9, 2022, AT 5:01 P.M. IN THE WILLIAM F.
KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF
STREAM, FLORIDA.
I. Call to Order
Mayor Morgan called the meeting to order at 5:01 P.M.
II. Roll Call.
Present and
Participating:
Also Present &
Participating:
Absent w/Notice
Scott W. Morgan
Thomas W. Stanley
Joan K. Orthwein
Thomas A. Smith
Gregory Dunham
Edward Nazzaro
Edward Allen
Rita Taylor
Paul A. Lyons, Jr.
Mayor
Vice Mayor
Commissioner
Commissioner
Town Manager
Asst. Town Attorney
Police Chief
Town Clerk
Commissioner
III. Presentation of the Proposed Budget and Proposed Millage Rate for
Fiscal Year 2022-2023
A. Explanation and discussion of Proposed Millage Rate as
compared to the rolled back rate
Town Manager Dunham read from the 2022-23 Tentative Budget
for the record and noted that the prominent source of revenue for the
general fund was the ad valorem tax. He added that over the past five
years the Town has either lowered the ad valorem tax rate or set it at
the rollback rate. Mr. Dunham stated that in July of this year, the
Commission decided to set the millage rate at the existing rate of
3.6724 instead of the 2023 rollback rate of 3.2849. He then gave
numbers of ad valorem proceeds for the 2022 year of $4,626,948, what the
proceeds would be at the 2023 rolled back rate ($4,673,891), and the
proceeds at the proposed millage rate of $5,225,242, stating it would be
an increase of 140. Mr. Dunham stated the total budget proposed for
2023 is $9,795,393.
Town Manager Dunham stated for town personnel he was
proposing a 5% COLA along with a $2,400 fuel assistance for one year
that would not be added to the base salary rate, which would be $200 per
month. He added that other municipalities were doing this very same
thing due to inflation. He stated that the CPI was now at 7.9, which
was down from 10.6 back in June. Town Manager Dunham recommended
promoting Renee Basel to the position of Town Clerk, a title change for
Anthony Beltran from Water Maintenance Supervisor to Public Works
Director, and promoting Trey Nazzaro to the position of Assistant Town
Manager/Legal.
B. Comments from the Commission and the public
There were none.
Town Commission Budget
Public Hearing Held
On 9-9-2022 @ 5:01 P.M.
IV. Adoption of the General Fund Tentative Millage Rate for Fiscal
Year 2022-2023
Vice Mayor Stanley made a motion to adopt the General Fund
Tentative Millage Rate for Fiscal Year 2022-23 at 3.6724. Commissioner
Orthwein seconded the motion with all voting AYE at roll call.
V. Adoption of the Tentative Budget for Fiscal Year 2022-2023.
A. General Fund
Vice Mayor Stanley made a motion to adopt the 2022-23 General
Fund Balance at $7,939,519. Commissioner Orthwein seconded the motion
with all voting AYE at roll call.
B. Enterprise Fund (Water)
Vice Mayor Stanley made a motion to adopt the 2022-23
Enterprise Fund (Water) at $1,831,414. Commissioner Orthwein seconded
the motion with all voting AYE at roll call.
C. Penny Sales Tax Fund
Vice Mayor Stanley made a motion to adopt the 2022-23 Penny
Sales Tax Fund at $100,000. Commissioner Orthwein seconded the motion
with all voting AYE at roll call.
VI. Public Hearing Date for Final Adoption of Millage Rate & Budget.
Commissioner Orthwein made a motion to set the public hearing
date for Final Adoption of Millage Rate and Budget for September 21,
2022, at 5:01 P.M. Commissioner Smith seconded the motion with all
voting AYE at roll call.
VII. Resolutions.
A. No. 22-4; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE
TENTATIVE LEVYING OF AD VALOREM TAXES FOR THE TOWN OF GULF
STREAM GENERAL FUND FOR FISCAL YEAR COMMENCING ON OCTOBER 1,
2022, AND ENDING ON SEPTEMBER 30, 2023; PROVIDING FOR AN
EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 9, 2022. Commissioner Orthwein made a motion to adopt
Resolution 22-4. Vice Mayor Stanley seconded the motion with all voting
AYE at roll call.
B. No. 22-5; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE GENERAL
FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM FOR THE
FISCAL YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING ON
SEPTEMBER 30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 9, 2022. Commissioner Orthwein made a motion to adopt
0a
Town Commission Budget
Public Hearing Held
On 9-9-2022 @ 5:01 P.M.
Resolution 22-5. Commissioner Smith seconded the motion with all voting
AYE at roll call.
C. No. 22-6; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE WATER
FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM FOR THE
FISCAL YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING ON
SEPTEMBER 30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 9, 2022. Commissioner Orthwein made a motion to adopt
Resolution 22-6. Commissioner Smith seconded the motion with all voting
AYE at roll call.
D. No. 22-7; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY FLORIDA, ADOPTING THE PENNY
SALES TAX FUND TENTATIVE BUDGET FOR THE TOWN OF GULF STREAM
FOR THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING
ON SEPTEMBER 30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 9, 2022. Commissioner Orthwein made a motion to adopt
Resolution 22-7. Commissioner Smith seconded the motion with all voting
AYE at roll call.
VIII. Adjournment.
Mayor Morgan adjourned the meeting at 5:25 P.M.
Renee Basel
Town Clerk
SPECIAL MEETING HELD BY THE TOWN COMMISSION OF THE TOWN OF GULF
STREAM ON WEDNESDAY, SEPTEMBER 21, 2022, AT 4:30 P.M., IN THE
WILLIAM F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA
ROAD, GULF STREAM, FLORIDA.
I. CALL TO ORDER
Vice Mayor Stanley called the meeting to order at 4:30
P.M.
II. PLEDGE OF ALLEGIANCE
Vice Mayor Stanley led in the pledge
of allegiance.
III. ROLL CALL
Present and
Thomas W. Stanley
Vice Mayor
Participating:
Joan K. Orthwein
Commissioner
Thomas A. Smith
Commissioner
Also Present &
Gregory Dunham
Town Manager
Participating:
Edward Nazzaro
Town Attorney
Rita Taylor
Town Clerk
Absent w/Notice:
Scott W. Morgan
Mayor
Paul Lyons Jr.
Commissioner
IV. COMMISSION ACTION
A. Interlocal Agreement Between the City of Delray
Beach and the Town of Gulf Stream to Transition
Building and Related Permitting and Inspection
Services
Assistant Town Attorney Nazzaro explained that
this agreement was approved by the City of Delray Beach on
September 20, 2022, allowing the Town to process permits that
were filed prior to the termination of the ILA with the City
of Delray Beach to the conclusion of issuance. He added that
this ILA includes engineering and landscaping reviews. Vice
Mayor Stanley asked how many permits were still being
processed by Delray to which Town Manager Dunham answered
there were at least ten.
Commissioner Smith made a motion to approve the
Interlocal Agreement between the City of Delray Beach and the
Town of Gulf Stream to Transition Building and Related
Permitting and Inspection Services. Commissioner Orthwein
seconded the motion with all voting AYE at roll call.
B. PBA Collective Bargaining Agreement
Mr. Jeff Pheterson, the Town's Labor Attorney,
gave a presentation stating they had successfully negotiated
a collective bargaining agreement with the Palm Beach County
1
Benevolent Association for the police officers and sergeants
in Town. This is a three-year agreement through the year
2025 and was ratified unanimously 8-0 by the Police
Department and was now before the Commission for final
ratification.
Commissioner Orthwein made a motion to accept the PBA
Collective Bargaining Agreement as submitted. Commissioner
Smith seconded the motion with all voting AYE at roll call.
C. Appointment of Town Clerk
1. Resolution No. 22-12; A RESOLUTION OF THE
TOWN COMMISSION OF THE TOWN OF GULF STREAM,
FLORIDA, APPOINTING RENEE BASEL AS THE TOWN CLERK
EFFECTIVE OCTOBER 1, 2022, AND PROVIDING AN
EFFECTIVE DATE.
Town Clerk Taylor read the resolution and
Commissioner Orthwein made a motion to approve Resolution No.
22-12. Commissioner Smith seconded the motion with all voting
AYE at roll call.
2. Administer Oath of Office
Town Clerk Taylor swore in Deputy Town Clerk
Basel as the new Town Clerk of the Town of Gulf Stream effective
October 1, 2022. Vice Mayor Stanley congratulated Mrs. Basel
and stated the Commission was proud of her.
D. Holidays for Calendar Year 2023
Town Manager Dunham stated the findings from other
municipalities in Palm Beach County regarding National Holidays
Columbus Day and Juneteenth. He stated there were 15 out of 38
municipalities that recognized Columbus Day and 24 out of 38
that now recognized Juneteenth, but five municipalities were
still in discussion. He recommended that the Town adopt
Juneteenth as a paid holiday.
Commissioner Smith made a motion to approve the
recommendation of adding Juneteenth as an additional paid
holiday. Commissioner Orthwein seconded the motion with all
voting AYE at roll call.
V. ADJOURNMENT
Vice Mayor Stanley adjourned the meeting at 4:47 P.M.
Renee Basel
Town Clerk
MINUTES OF THE PUBLIC HEARING HELD BY THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM ON FRIDAY, SEPTEMBER 21, 2022, AT 5:01 P.M. IN THE WILLIAM
F. KOCH, JR. COMMISSION CHAMBERS OF THE TOWN HALL, 100 SEA ROAD, GULF
STREAM, FLORIDA.
I. Call to Order
Vice Mayor Stanley called the meeting to order at 5:01 P.M.
II. Roll Call
Present and
Participating:
Also Present &
Participating:
Absent w/Notice
Thomas W. Stanley
Joan K. Orthwein
Thomas A. Smith
Gregory Dunham
Edward Nazzaro
Edward Allen
Rita Taylor
Scott W. Morgan
Paul A. Lyons, Jr
Vice Mayor
Commissioner
Commissioner
Town Manager
Asst. Town Attorney
Police Chief
Town Clerk
Mayor
Commissioner
III. Consideration of Adopted Tentative Millage Rate and Adopted
Tentative Budget for Fiscal Year 2022-2023
A. Explanation and discussion of Tentative Millage Rate as
compared to the rolled back rate
Town Manager Dunham read from the 2022-23 Tentative Budget
for the record and noted that the prominent source of revenue for the
general fund was the ad valorem tax. He added that over the past five
years the Town has either lowered the ad valorem tax rate or set it at
the rollback rate. Mr. Dunham stated that in July of this year, the
Commission decided to set the millage rate at the existing rate of
3.6724 instead of the 2023 rollback rate of 3.2849.
B. Comments from the Commission and the public
There were none.
IV. Adoption of the General Fund FINAL MILLAGE RATE for Fiscal
Year 2022-2023
Commissioner Orthwein made a motion to adopt the General Fund
Final Millage Rate for Fiscal Year 2022-23 at 3.6724. Commissioner
Smith seconded the motion with all voting AYE at roll call.
V. Adoption of the FINAL BUDGETS for Fiscal Year 2022-2023
A. General Fund
Commissioner Orthwein made a motion to adopt the 2022-23
General Fund Balance at $7,939,519. Commissioner Smith seconded the
motion with all voting AYE at roll call.
B. Enterprise Fund (Water)
Commissioner Orthwein made a motion to adopt the 2022-23
Enterprise Fund (Water) at $1,831,414. Commissioner Smith seconded the
motion with all voting AYE at roll call.
C. Penny Sales Tax Fund
Commissioner Orthwein made a motion to adopt the 2022-23
Penny Sales Tax Fund at $100,000. Commissioner Smith seconded the
motion with all voting AYE at roll call.
Town Commission Budget
Public Hearing Held
On 9-21-2022 @ 5:01 P.M.
VI. Resolutions
A. No. 22-08; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE
TENTATIVE LEVYING OF AD VALOREM TAXES FOR THE TOWN OF GULF
STREAM GENERAL FUND FOR FISCAL YEAR COMMENCING ON OCTOBER 1,
2022, AND ENDING ON SEPTEMBER 30, 2023; PROVIDING FOR AN
EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 21, 2022. Commissioner Smith made a motion to adopt
Resolution 22-08. Commissioner Orthwein seconded the motion with all
voting AYE at roll call.
B. No. 22-09; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE GENERAL
FUND FINAL BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL
YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING ON SEPTEMBER
30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 21, 2022. Commissioner Smith made a motion to adopt
Resolution 22-09. Commissioner Orthwein seconded the motion with all
voting AYE at roll call.
C. No. 22-10; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY, FLORIDA, ADOPTING THE WATER
FUND FINAL BUDGET FOR THE TOWN OF GULF STREAM FOR THE FISCAL
YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING ON SEPTEMBER
30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 21, 2022. Commissioner Smith made a motion to adopt
Resolution 22-10. Commissioner Orthwein seconded the motion with all
voting AYE at roll call.
D. No. 22-11; A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF
GULF STREAM, PALM BEACH COUNTY FLORIDA, ADOPTING THE PENNY
SALES TAX FUND FINAL BUDGET FOR THE TOWN OF GULF STREAM FOR
THE FISCAL YEAR COMMENCING ON OCTOBER 1, 2022, AND ENDING ON
SEPTEMBER 30, 2023; PROVIDING FOR AN EFFECTIVE DATE.
Town Clerk Taylor read the resolution with an effective date
of September 21, 2022. Commissioner Smith made a motion to adopt
Resolution 22-11. Commissioner Orthwein seconded the motion with all
voting AYE at roll call.
VIII. Adjournment.
Vice Mayor Stanley adjourned the meeting at 5:14 P.M.
Renee Basel
Town Clerk
2
1i
w
w
0
O
ILI
0o(z
4
— ;-,
.,
N
14-4
v
o
a�
U
O
4
u
N
w
N �
w p
N
.�
u
O
O O
Q"
c�
oc
+
(u14.
N
N
•;
CIO
3
en
�--�
.,
v o �
mC:�
+ .- 7�
bio
x
75
O
O
b!J
cz
a�
3
H
H bo
w
w
a,
;W-4
.s�
m
CL4
p
G1
++
00
�
—
^O
cb
-•
(1)
O
,—,
bA06
�.
by
s�
v
�
u
y
�+
GJ
tr)
00
O
p
'
c !)
ir)
ul
Q
75
�O
b1�
v
x
"
•�
�--
o
a)
V
3
4J
W
LO
v
a
�
u
'�
,.°a
O
C
m
u
u
uO
u
u
u�
C7
N
w
�
cn
cn
cn
cn
cn
cn
A
—
p
by
M (1)
7�
4
m
4-4
3
bA
• �
�
a�
�
LO
cV
O
CIA
N V
m
;r
O
�,y
OJ
o
,
1
w
O0
O
++
4-1
4-1
�
�
cz
+
°�'
3
t O
�bA
°
o
o on
(z
� 1
4-1
i
bjD4-1
m X
O
.� � bD
4-1
^"
+
Ln
P4
o
o
4-1
0
bpi
o
a,
�.
O
O
41
..
'u
O
O
;
un
c�
IZ
X
C�
O
z
0
LA
U')
O
z
O
H
a�
o .-
3 °
3 o
bA
w
°
14�
o
(' X
W
u
(�
a)
V
°
O
V
�, w
o o
v
� •�
O
W
4 E
+
� X
v
'C
.-. O W
�'
�
4-4 CZ
O
O
'� V
z�., �
a
O m
O .�
� O Cn
NO
m O
w
r� m
cz
N"
V °
`~
It
N4.1
o
a�
cu ca
o
M
N
o
O
tzt(z
CIA
O
X
�w0
rq
N
O
p
4(t V)�
� E
�
O�
a- p :5 7�
a�
.r,
E O
(n
°
W
4-1 O
Q
as
as
�
° o
i Q
H
H �
P4
R
N
3
o
4� '�
� V
V
cC
.w
u 1)
4.1
14-4
�
O
a) _
A 4�
o
u
O
cC
,4-,
4-1
V
cz
f�
iV•i
V
:N
O
(1)
N O
v4�
"O
O cti
cz
O O
cA
N
u
m
aJ
cC
w
U'
O
v 'Q
�O
O
p
4
ucz(z
4-+
O
cC
v. U
u
CS
V
6
w
O
m
.,
o
a.
O
o
w
o
p, :5
Q"
O
o
°�
Q
w
s
p u
O
cz
w
•.-
Qom,
H
w
w
a,
w
o
00
V
O
by
in4
bt
�+
o.
61
o
C.)
Q) U
biD .75
N
v
�
,Q
LF
°-) u
O
O
O
p .
O
V
p
cn
�
4-1°
v
O
u
bA
w
O
O
v O O
O 'o
,_ v
+
O
z
a.
m v
N
-05
�
� o
u O
-m
O
O p
4-1 ct
o
cn
¢
o
w
�-61
O
m
O
O
v
r
V
X
+Z"
X
+�"
a
�,
O
O•
,4. O cn
�.
a)
O
' °
0
0 -o
v
°o s�
.,
°
E
N C
G
�1
v
m bn
°'
v
X114
a,
4� u
O
O
bA
a) Q)
4-1"O
n
'5
w
Q"
C�
CIOrao
O
O
c�
+�
v
r —
O
4j4-1
O
4.1
3
°
°
w�
.61
O
O
X
O
O
H -0
a)
0 S�.
m
bA
05
N
N
O
N
N
N
ON
N
O
M
O-61 N
N V
v
N
;O
O
N Q
t�
V
N
v
N
O
Q
i�
cz
P' '
4-
N �
�
N
4
Q
O
CD v
N
N
O
O�
Z
Q
N
.S]
N
N
00
Q 3
Cn
O
1
V,
��H
��cn)>
�d��
CU-)
Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA 1110- RECEIVED q
y-� 2022
Town of Gulf Sfream, FL
APPLICATION FOR DEVELOPMENT APPROVAL
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the
form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration.
ARPB File #
PART It. GENERAL INFORMATION
To be completed by all applicants.
A. Project information
I.A.I . Project/Owner Name: L ra�%L✓ "
I.A.2. Project Address: f
I.A.3. P( ' ct Property Legal Description:
I.A.4. Project Description (desgribe in dam, including # of stories,,letc.)
I.A.S.
Square Footage New Additwr
�� Z�^►' �� j
of `Structure or
',OI 1
-
r "VL�i3 �
Architectural style: l()'1, �
Lf1l�
I.A.6.
Check all that apply: 4-Architectural/Site Plan Review ❑ North Ocean Boulevard Overlay (complete
section t3) ❑ Demolition of Structures (corn
'9te section C) ❑ Land Clearing (complete section D)
)Q Special Exception (complete section E,
Variance (complete section G) ❑ Non-residential uses
(complete Section i) `1
�� r_6X_-6#'A-Y'
I.A.7.
[� if-
Proposed F.F.E: �1w �.� Type of Foundation:
ZGw X
B. Owner
Information
1.B.1.
Owner Address:
1.B.2.
Owner Phone Number:
Fax:
I.B.3.
Owner Signature:
C. Agent Information
I.C.1.
Agent Name and Firm Name:
I.C.2.
Agent Address:
I.C.3.
Agent Phone Number (0)
Cell Fax
I.C.4.
Agent Signature:
Official Use Only
Pre-App Date: ARPB Date:
App Date: Recommendation:
Com Date: TC Date:
Decision:
Application for Development Approval, Form ADA.32000 Page 2
September 2004
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre -application conference with Town Staff. Please be concise but
brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete
question number for each response.
A. Project Description and Justification
C p� �i`/
IILA.1. In what zoning district is the project site located? �J � u�Gl'{:./ �A('�l t Y
III.A.2. Is the project compatible with the intent of the zoning district ? Xl Yes ❑ No
Explain:
III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the
Comprehensive Plan? 4Yes ❑ No
Explain:
III.A.4. How are ingress and egress to the property to be provided? 'kir
III.A.5.
How are the following uti
a.
Stormwater Drainage
b.
Sanitary Sewer
c.
Potable water €
d.
Irrigation Water
e.
Electricity n
f.
Telephone
g.
Gas Propane,
h.
Cable Television
ng provided to the property?
III.A.6. If the project involves the erection of one or more structures, please describe how the structures are
consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional
sheet if necessary.)
T► e, orD(bje_ Dm'%ee co► ite-i t, / Level -3 u, _-/i
re—v, e,t✓
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by all applicants after pre -application conference with Town staff. Answering
"Yes" to any question in Section A requires the completion of additional Sections as indicated.
A. Additional Approvals/Requirements
IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard)
right-of-way? []Yes X`No (If "Yes", Section B of this part must be completed.)
IV.A.2. Does the project involve the demolition of one or more structures? ❑ Yes )(No
(If "Yes", Section C of this part must be completed.)
IV.A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than
fifty percent (50%) of the landscape area of a developed lot? ❑ Yes X2 40
(If "Yes", Section D of this part must be completed.)
IV.A.4. Does the project require approval of a Special Exception? XYes to
(If "Yes", Section E of this part must be completed.)
IV.A.5. Is the project at variance with any regulations contained in the Zoning Code?
❑ Yes k No (If "Yes", Section G of this part must be completed.)
Application for Development Approval, Form ADA.32000 Page 3
September 2004
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what
extent?
IV.B.2. Describe the need and justification for the disturbance/addition:
IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings,
landscape features and open space, or introduce incompatible landscape features or plant material
that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District?
❑ Yes ❑ No
Explain:
IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual
and aesthetic quality of the North Ocean Boulevard Overlay District:
C. Projects Requiring a Demolition Permit
IV.C.1. When are the existing structures to be demolished?
IV.C.2. When are the proposed structures to be constructed?
IV.C.3. What is the landmark status of the structures to be demolished?
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard
Overlay District:
IV.D.2. Describe the need and justification for the removal/relocation:
IV.D.3. How is the removal from the project site of vegetation to be mitigated?
IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the
land clearing and constriction activities and thereafter?
IV.D.5. What replacement materials are proposed?
Application for Development Approval, Form ADA.32000 Page 4
September 2004
Town of Gulf Stream
E. Projects Requiring Special Exceptions 7(r) y 7C —
�7
IV.E.1. Is the proposed use a permitted Special Exception use? 'AYes l No Code Section: / lJ
IV.E.2. How is the use designed, located and proposed to be/ 'operated so that the public health, safety,
,w++��elf��are, and
(morals will be protected? / p
Max; tilt 7�. i L f g 'J-- 0' s'— �cd 4- h ��e. 2-,s k--7'
IV.E.3. Will the use cause substantial injury to the value of other property in the neighborhood where it is to be
located? i:Yes �eNo
J t j
Explain: rIj 1 S � /GruN�.
Is
c�� S
IV.EA. How will the use be compatible with adjoining development and the character of the District where it is
to be located?
IV.E.5. What landscaping and screening are provided?
IV.E.6. Does the use conform with all applicable regulations governing the District wherein it is to be located?
VYes ❑ No
Explain: �'C !/fir Yi C ui f n i;o)O &I'^S-
►r1'iC1)(rr'�t r.�"�c7 �1�, i>.Jt'. � G 1 "_S�t'✓ ►,Vl�. l�S�'+✓C%Y''
F. Non -Residential Projects of Greater than 2 Units
IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained
IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding
Properties.
IV.F.3. For each of the following, list the number provided and their dimensions:
Loading Spaces:
Standard Parking Spaces:
Small Car Parking Spaces:
Handicapped Parking Spaces:
Driveways/Aisles:
Application for Development Approval, Form ADA.32000 Page 5
September 2004
Town of Gulf Stream
G. Projects Requiring a Variance (code Section 66-150 through 157)
IV.G.1. From what specific Zoning Code regulation is a variance requested?
IV.G.2. What does the Zoning Code require for this specific site?
IV.G.3. What is proposed?
IV.G.4. What is the total variance requested?
IV.G.5. The following 8 mandatory variance findings from Section 66-154, must be addressed: (Attach
additional sheet if necessary.)
(1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building
involved and which are not applicable to other lands, structures, or buildings in the same zoning
district?
(2) Did the special conditions and circumstances result from the actions of the applicant? ❑ Yes ❑ No
(3) Will granting the variance confer upon the applicant any special privilege that is denied by the Zoning
Code to other lands, buildings, or structures in the same zoning district? ❑ Yes ❑ No
Explain:
(4) How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant of
rights commonly enjoyed by other properties in the same zoning district under the same terms of the
ordinance and work unnecessary and undue hardship on the applicant?
(5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land,
building or structure? 0 Yes ❑ No
Explain:
(6) Will granting the variance permit any prohibited use to be established or re-established: 11 Yes ❑ No
(7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map
of the adopted Comprehensive Plan? ❑ Yes ❑ No
(8) Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not
be injurious to the area involved or otherwise detrimental to the public welfare? ❑ Yes ❑ No
Explain:
Application for Development Approval, Form ADA.32000 Page 6
September 2004
Town of Gulf Stream
H. Projects requiring Rezoning
IV.H.1. What is the Future Land Use designation of the project site?
IV.H.2. If the project involves a Rezoning, Zoning Code text change, Future Land Use Map change,
Comprehensive Plan text change, or any combination thereof, please describe the need and
justification for the request.
PART V. OPTIONAL INFORMATION
This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any
additional relevant information regarding the project that was not covered elsewhere on this form or on any of
the other materials submitted with the application.
Application for Development Approval, Form ADA.32000 Page
September 2004
A NEW RESIDENCE FOR
OCEAN AVE CUSTOM HOMES
' 1
I
a I �
�—
r _
A Do IATION5
p mu
--_
IT
-
- 1. s vu_rxcn
MIT-
wrG�f r,
AWn n_ w.rasex. exs ius.nr.Tc
- R
W ewa sax o
15W Wcrvrnzuo
us, ottNiNe
PL
-
m eom seaa,
ry� r�r�Qqv �puiuu
�" n7$.�ro+fc
ff
i
ILI
_ u
—T
L _
r ... ..
41iw11if
RF
6,
71
LR
IN INII
—
vu w —AIN
E.
GQpERA1 NOILs9u[r„ucw rsc. ern eoineu min As neoarccm m. m 1 ANoAs uwcnete ro rn[—AINv 111-er.i'eiuca ro a[ cox-Ilu vnrn au A—— A.iuom[
ur'u5[s4 S�onrAr NxEw - RE foN-&m roc ury �eeo. zuD rnf eu oEx, weCourvpc Peu-.e eRn ego - -1 FLeAnm fR owry
PI
A.
IISYMBBOLS LEGEND
5ECTION / DETAIL CRO55 REFERENCE
ELEVATION HEIGHT MARK
—+ 10 Q ARCH TOP-
-+'9 ®SPRING PT.
II tarCAr ours
MATERIALS LIST
SE' 12 2022
Towel ui uuh 6i edr)l, FL
INDE OFDRAWINGS —�
RMRH NAME
i>
'0
U)
W
m
O
= w
J
O O J
� W
U W�
W �Q
W
Q W�
Z Q cA
W Lr)J00
O N(7M
U)
W
2
O J
= w
J
O�
Cf) J
U w<
W
W �
a W�
z > cn
Q
W J "
O N0m
.=M.
c5 A, S
y� 04/2�5i2022 4
e §@§
25,S�T g
b
uj A-01
o a
CROWII OF ROAD
MAIN FIN. PLR.
GARAGE FIN. FLR.
MAX ROOF HEIGHT ALLOWED
MPX ROOF HEIGHT FROVIDED
= 9.00' N.A.V.D.
= 10.50'WLA.V.C.
= 10.00' N.A V.D.
= 24'.0• ABOVE FINISHED FLOOR
= 24'-9 ABOVE FIN15HED FLOOR
GENERAL !LOCATION MAP- I MILE RADIUS
MATERIAL515EONON
5EIUAMIN MOORE PURR WHITE PAVERS Wl ARTIFICIAL GRA55
EXTERIOR FAINT
T
,
0
CHARCOAL GRAY FLAT GEME14T ROOF TILE I=E WINDOW FRAME ACCENT COLUMN WRAP
SE 36TH AVE
P'Tk
N89P18'29"E (C) FT --------- o
v
M
z' O B. 31422 PG. 1497 --- o
" ° PARCEL 2 i v o
� slE�wnuww�rlEral.lE I ; 1 ' ' o 0
O M
9
TANK
� I Z
V I ICI
NRV FOOL
I:
M O slmoumoxlNauEl A, 1.
`— O I �., saen,mA Nmwlue
CD
S89°18'29"W (C)
5.00' (P)
II.EIeI ETL;,,w
.xor.pE=Trer. _ I
-- -,-- oeEl.�
_.mta� — 12' UTILITY EASEMENT (P)i— — —- --
` 4lt�VACATED
I :'(ORB 33226I PG 1493)
LOT 93
'PLACE AU SOLEIL ; V
I I
P.B. 27 PG. 69�1 i (-a
O.R.B. 31422 PG. 14971 �j
r ;PARCEL 1 I a
co
Lo In
(n
I 1
PARCEL CONTROL
NUMBER
20-43-46-04-00-000-5080
O.R.B. 32435 PG. 1980
PARCEL 2
LOunON MAP - N.T.9
IEG�DtlLRIrnON:
�n�"Ar"rwea oF�"�orrT".w"�w."'rnNolw.
A raWx OF THE M-H .... RET°F THE x- 8H a M ECNIMNv! IM
��"ATm�RPRnT„�T�E
MPa°`v"`"° NAT, A �rN,a a s.aP rFErro TK rolx<°F salNb.° mwa
IIP.PPrER,o,HETTN P W" ERg
PARCEL CONTROL NUMBER
20-43-46-04-22-000-0920
LOT 92
P.B. 27 PG. 69 E
O.R.B. 32435 PG. 1980
PARCEL1 � x
�Ia,RrP�PINEETA,�A IP.P
marx�Ral°IEItbrJ zo-P
Pjl-
OSITE PLAN
t - V
AREA GIODUnON9 9GHCDULE
weccwn3 rWmne.T _
IIII TA
ARIA CALCULATION"DEMNM9No-Ac nrncs. oc�ix r.�+eo. ur.L
All-
91TE PUN NO(L9:
U)
W
2
O
2
� J
O O J
> > IL
V w2
W W
Q WF-
z Qw
W ILDJ00
O N0m
REVISIONS
I
r�
Ames
A-02
— -- — -- — -- — -- — -- — --- 6— — — —
-----------------------
----- -
BATHROOM SATH R.O
.-00.
VIP BEDROOM 0 VIP BATH
CLOSET
WIC WIC E
PA
NTRY
ME CLOSET
----- ------
ly
----- - ---- -----
---- --- - ----- - �T� ----- -
-------------
A
------------------------ L----
KITCHEN
— ---------
LJ - L _j _j L-J LJ L
------------ ---------
-------------
------------
----------
tin
FOYER
----------
�:I•: POOL DECK I I GREAT ROOM I TsPE
GREEN SPACE
----------
------------- 1
---------------
POOL HOUSE
—BEDR M----
PRIVATE
GARDEN m I
-----------
------------------------------ -----------
.E.CE RNc
NEW HEDGE NEW HEDGE
EKIET HEDGE
U15T HEDGE
LAUNDRY
L
E 15T HEDGE
I WATER
FEATURE
El
WATER
FEATURE
11� III II i
-C7:1 111
DRIVEWAY
O1ST FLOOR NOTATION PLAN
11, = 1-
ROOK ELAN GENERAL N
WALL TM LEGEND
TOWN OF GULF STREAM
SITE DATA TABLE
GROSS LOTAREA
21,851 S.F.
EFFECTIVE LOT AREA
21,851 S.F.
F.A.R. CALCULATIONS
EXISTING
DEMO
NEW
NET
1st FLOOR LIVING
— S.F.
-- S.F.
--- S.F.
5,637 S.F.
CEILING OVER 15'
-- S.F.
-- S.F.
--- S.F.
0 S.F.
2nd FLOOR LIVING
-- S.F.
-- S.F.
--- S.F.
N/A S.F.
TOTAL LIVING
— S.F.
-- S.F.
--- S.F.
5,637 S.F.
1st FLOOR COVERED
— S.F.
-- S.F.
--- S.F.
900 S.F.
2nd FLOOR COVERED
— S.F.
-- S.F.
--- S.F.
N/A S.F.
TOTAL COVERED
— S.F.
-- S.F.
--- S.F.
900 S.F.
GARAGE
— S.F.
-- S.F.
-- S.F.
731 S.F.
GROSS FLOOR AREA
— S.F.
-- S.F.
-- S.F.
7,268 S.F.
OUT BUILDING
— S.F.
-- S.F.
-- S.F.
0 S.F.
TOTAL F.A.R. PROPOSED
7,268 S.F.
FIRST 20,000 x .33
6,600 S.F.
OVER 20,000 x .20
370 S.F.
TOTAL ALLOWABLE F.A.R.
PER MANUAL
TOTAL COVERED
AREA
=900/3
6,970 S.F.
300 S.F.
UP TO 300 S.F. ON A 2:1 RATIO FOR
COVERED AREAS
7,270 S.F.
TOTAL HARDSCAPE AREA
11,508 S.F.
INCLUDING BUILDING
REQUIRED LANDSCAPE
AREA (40%)
----------
----------
----------
8,740 S.F.
ACTUAL % OPEN SPACE
47 %
/LANDSCAPE AREA
10,343 S.F.
FLAT ROOF 10% OF TOTAL
8442 S.F.
PROVIDED
(10%) 856 S.F.
ARCHITECTURAL STYLE
COLONIAL WEST INIDES
PERVIOUS / IMPERVIOUS TABLE
PERVIOUS
TOTAL (SF)
IMPERVIOUS
TOTAL (SF)
GREEN (SITE)
9,293
HOUSE
6,361
GREEN (DRIVEWAY)
78
DRIVEWAY & ENTRY
2,502
"
158
LOGGIA
808
"
662
POOL & SPA
786
GREEN (ENTRY)
152
POOL DECK
765
PLANTER
42
CONC PADS (MECH)
68
WATER FEATURE (X2)
176
TOTAL PERVIOUS
10,343
TOTAL IMPERVIOUS
11,508
UNENCLOSED AREA
AREA
TOTAL (SF)
LOGGIA
808
FRONT ENTRY
92
TOTAL
900
N
W
O
x —
J
O O
F- U)J
Z) LL
U w2
W Z W
Q WI.-
Z > co
Q QLLm
00
() � rt
O NOM
I REVISIONS I
i 1
�I l
Ames
5.A.
iWhlf C
A-04
O1ST FLOOR AREAS
118" = 1'-0
_ - _ - _ - _ - _ - - _ - _ - MAX ROOF OEC. ORS
- 26-0' V
__-_-_-_-_ __
- zq'_pV TO GUPOIA I\
- zs-a• 1
TONROOF-9
1 :: 1I7J La in'
w °° ...r rsam%%ii!I��I�ii�.-ZM
WALL AREA = 9G4 5F
WIIIDOW OFEIIIIIG = 3Gi 51(39%)
GRADE
-0-s
OFRONT ELEVATION WINDOW AREA
114 = 1'-0
- _-_-_- _-_ -_- _- _ -_-_-_ -_-_ -_-_ _--_-_ -----
MN(ROOF EC DOR (�
_-_-_-___-_-_TOCUPOIAQ
WALLARFA= 1O1O 5F
WINDOW OPENING = 404 SF (40%)
O REAR ELEVATION WINDOW AREA
2 NARDSCAPI-REENAREAS
VJ
W
2
0 J
W
J
0 O
� � J
7 LL
w
U �
W Q
�W
Q W
Z i (1)
W LJOD
0 NC7m
rREVISIONSI
�a
Ames
I �1
b
A-05
(DTYPICAL ROOFIFLOORDRAINDETAL
Al
ROOALL. FLASHING DETAIL
&4' = 1-
_IA "I
OTYPICAL SCUPPER DETAIL ON CMU
S4' = 1'a
V)
2Lu
0
0 0
U) LL
w
Lu -,
W
> < Z 0,
I �_
z > co
< < LL
LLJ 0 _j co
L) r- Z) It
r, cy)
0 NOM
r -REVISIONS I
F taAll�
Ames
INTER��
WALL AREA = %,1 SF
WINDOW OPENING = -7 SF (3—)
WALL AREA = 101 O 5F
WINDOW OPENING = 404 5F
MAX ROOF DECOR n
26 - P
—_—_---_—_ T O C U P O L A I l
—_—_— _ _ --_ _ _— _ — _ _ _—_ _ 24-P
_ — — — _ — _ — _ — _ TO RCOF l�
__—_—_—_—__—_ ---__ __ — 24'-P
tz 12
�6 6�
w.m en
mo...e TOR 15 I1
— — — — — — — — — —
_u TOB 12 r
Ml on Sol I all
IM
Ml
ME
(DF,RO T ELEVATION (SOUTH)
ROOF DECOR
TD91S'
_. --- 13•-PV
�lIIIin
oil I in
IS
1Oil
III
O REAR ELEVATION NO TH
- - _ - _ _ _ -
MAX ROOF DECOR /l
-23•-0'
_ - _ _ _ _ _ _ - - _ _ _ _ _
---- Lou
--------------------------- - --------------------------- -------------------------------
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - dA„ _
TO ROOF I�
LEVEL
------------ - -= I=III=III=III=III=III=III= I I=1 I �I I I=1 I �I I �I 11=III=III=III=III=III=� 11=III=1 I �I I I=� I I=1 I �I I I-III=III-III-III=III=III=III-III-III-III-I I k=IIII I �I I IIII-III-III-III-III-III-I � I -I � I-111 _ __ -
I -
WALL AR = 1805 SF
SIDE ELEVATION (EAST)
WINDOW OPENIIIG = 456 SF (25%)
ROOF DECDR I\
— _ — _ — _ — _ — _ T O C N P
25-0' V
--_ — _—_ —_— _— _---_—_—---
TO RDD�
---------------------------------
�W
:
r
N.L.
IM
MI
IM
WALL AREA = 1605 5F
WINDOW OPENING = 378 5F (21%)
,ST FLOOR LEVEL
-A'
l=III-I I F= I I I � I -III -III -III 16RAOE I I O SIDE ELEVATION (WEST)
,14'=_
V)
W
2
OJ
W
J
O O
1 ,
J
1
U W�
W 5Q
QW
w�
z > co
I LL
W IX) J 00
O N(
o�mo
e
�a
Ames
EXISTING FICUS CLUMPS
TO BE REMOVED
'
THIS PORTION OF 3
CLUSIA HEDGE —
TO REMAIN
I\
I/
12TTREE
OREMA N
1�
I\
/I
I
THIS PORTION
OF 8'
\
CLUSIA
HEDGE
TO REMAIN
'/
1
>
J
AK TREE
REMAIN
J
0
Z
11�(
I\
a
I/
t OAK
Er151TNG
TREE
'
TO
REMAIN
I\
l�l
EXISTING FICUS MPS TO BE REMOBRAtIVA.
ED
SE 36TH AVE P TO
PEPPER CLUMPS TO BE REMOVED
BRALLIA N PEPPER
'3 TO BE REMOVED �L I
\ \ —1 TEIEMONE
\ rCl£ rEDt STAL
— —�pp xLq, PAID IRON C �"
W IN PARCEL CONTROL
■ I�10
4NUMBER
61411111 1:1
OkaPROPOSED
or
POO
SWD
A �
s A
o ■ �r O.R.B. 32435 PG. 1981 PARCEL
r■ /HE GE TO REMAIN
TO BE
-STING 18 MANGD TO REMAIN
-EXISTING BECA
bell
1
PARCEL • • F
•
T 92
O.R.B. 32435 PG. 198C
III
PMS TO REMAIN
►A���
II V,._ _ ► �1�� :.III
■■
SIGN DpFR
/ ry4Nf
r-1
r„NE T�N�
>c1 T-1 _
I I
R I
q�/ ❑ EX STING FICUS TREE,
ON NEIGHBOR'S SIDE
r !"� SO j \ f SrtTff LB ?53' l
Si= o u
G.2
N
Digitally signed by W
Jeffrey Jeffrey Houghtaling
Houghtaling 11224a�oaoob
s
0 05 10 20
VEGETATION MANAGEMENT PLAN
BAR SCALE
Jeffrey Houghtaling
Registered Landscape Architect
LA6666783
6801 Lake Worth Rd. Suite 114
Lake Worth, FL 33467
ph:(561) 434-1343
e.jeff@jbd designi n c. co ro
.,,. .jbdd-i,,o, rom
v�r'w.Houzz.rom
Revisions By
8-26-22 JH
Drawn Reviewed
JH
Date Scale
7-11-22
Project No.
22-039
Sheet No.
LP-1
• 'may ---r-- ������ p_ ^��- +�.fw. } -
" kv- '�i ! 'A �l' - - -'i7 � ( 1�I %• , �' '_,e-4 r" .,
�iF �aa3...-- �rr�i•ii�► �_ �+.i•ik_ �i..rtr�`'_ ids �._.h su..u. .�...;s...a '-� �:.' �_� � R,, '. _
�,M
� 4
.�PROPOSED
7'''� i -- iWAt+dl+,� .,� , •"'tJ w, .... _ 'fir'
Sp
PRT—TRIPLE PYGMY
DATE PALM'SouTh Flw.rda Plznt-Guide com
BUTTONWOOD
O.R.B. 32435 PG. 1980
HEDGE TO REMAIN
4 HIGH ALUMINUM PI—T
r f.
1
�I.�.�■,1. ,�. r`
��.,- wau•F �i _ems_ FENCE PER CODE
_NI- t SELF I-ATCHING ALUMINUM
PICKET GATE PER CODE
_
-STING 1Z FICUS TO REMAIN
w �: 1�-
vDA--DRACAENA ARBORRA
PALMS TO REMAIN
PARCEL CONTROL NUMB]
sisal-
..
�%� �-- ►9rr. a .+20-43-46-04-22-000-0920
T,,
TO REMA,N
PALMS-
POD--PODOCARPU HEDGE
Lu
mr
EX oF 4j + �RE SNEEDCD
NCING SOD TO
A
��:: �I � -��t z III —i � �i� ,� d� �`•��1 ,�
ON NEIGHBOWS SIDE
TO REMAIN CTN—CROTON
,� — — � ► na
• iWOMEN
VG --VARIEGATED GINGER
LSB—LIROPE SUPER BLUE
�J Ivndsrape Architecture
J ef£r ey Ho ugh to I ng
Registered Landscape Architect
IA6666783
66oi Lake Worth Rd. Suite 114
Lake Wor[h, FL 33467
ph:(561) 434 t343
e:jeff@jbddesigninc com
•.wwjbddesignmc rom
REE wmv. Howie mm
U
w
q
Q
0
�o�
�q�
W
W h
` rN
N
W
Revisions By `
8-26-22 JH I
Drawn Reviewed
JH
Date Scale
7-tt-22
Project No.
22-039
IV --DWARF YAUPON HOLLY i eiATE r
FCpBjOP
Digitally signed by
Jeffrey Jeffrey Houghtaling Sheet No.
Houghtallrlg late:2O26 04'0O'
LP-2
LANDSCAPE PLAN 0 os 10 20
BAR SCALE
SMALL PALM STAKING PLAN
NO - NTS.
1. APPLICABLE TO ALL PALMS WITH CARPER SIZE OF LESS THAN SIX (6) INCHES.
2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS
ESTABUSHED. TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS
(3) 2" X 4" WOOD BRACES.
STAKE OUTSIDE PLANTING HOLE ZONE.
OUTSIDE EDGE OF PLANTING SAUCER.
20• (3) WOOD BATTENS STRAPPED TO TRUNK WITH GALVANIZED
METAL BANDS. ATTACH WOOD BRACES TO BATTENS TO
AVOID TRUNK DAMAGE.
WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR
PROTECTION AGAINST WOOD BATTENS AND STAKING
BRACES.
PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.).
• SEE PLAN IF SPECIAL SETTING/LEANING DIRECTIONS EXIST
FOR PALMS.
LARGE PALM OR TREE STAKING PLAN
NOTE: NTS.
1. APPLICABLE TO ALL MULTI -TRUNK PALMS AND PALMS WITH CAUPER SIZE OF SIX (5) INCHES OR
GREATER
2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABUSHED.
)NE YEAR FOR PALMS.
(4) 2" X 4- WOOD BRACES.
STAKE OUTSIDE PLANTING HOLE ZONE.
OUTSIDE EDGE OF PLANTING SAUCER
(4) WOOD BATTENS STRAPPED TO TRUNK WITH METAL
BANDS.
ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK
DAMAGE.
WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR
PROTECTION AGAINST WOOD BATTENS AND STAKING
BRACES.
PALM OR TREE TRUNK (SET VERTICAL AND PLUMB. TYP.).
" SEE PLAN IF SPECIAL SETTING OR LEANING DIRECTIONS EXIST FOR
PALMS.
PALM PLANTING
DFTA II
CLE,
TREE PLANTING DETAIL
GROUNDCOVER DETAIL
1' OF SHREDDED CHOCOLATE BROWN MULCH
NTS.
PLACED BETWEEN PLANTS ABOVE EXISTING SOIL LEVEL
2- OF 1/4" MULCH PLACED ON TOP OF TILLED SOIL
LL
3" MAX TIMULCH 2" -e INTO PREVIOUSLY TILLED SOIL
LEVEL TO FINI GRADE BY H RAKING. _
I J
TILL SOIL TO A MINIMUM DEPTH OF
4" BELOW THE EXISTING SOIL LEVEL.
EXISTING SOIL
j
1
PLANT SPACING DETAIL
N TS.
SPACING "D"
ROW "A" PLANT SPACING CHART
6 O.C.
5.2//J
B'O.C.
6.a3'
10" O.C.
8.66'
12' O.C.
10.4'
\D-
/ \eA„
18' D.C.
15.6
24" O.C.
20.8"
30" O.C.
66.0
"
36 O.C.
31.2
48 O.C.
41.6
N TS.
'HURRICANE CUT" OR 'CANDLE CUT" SABAL PALM HEADS
AT INSTALLATION.
FOR CONTAINER GROWN, BARE ROOT, FIELD DUG DR BALL AND
BURLAP SPECIMEN PALMS: SHIPPING FROND TIES SHALL BE
REMOVED UPON INSTALLATION. TIES SHALL BE ORGANIC TWINE
ONLY.
FOR BOOTED TRUNK PALMS, TRUNKS SHALL HAVE CLEAN INTACT
BOOTS FIRMLY ATTACHED TO THE PALM TRUNK.
FOR SUCK TRUNK PALMS, TRUNK SHALL BE CLEAR AND FREE
FROM DEFECTS AND SCARS.
BURLAP WRAP TRUNK NTH 3 LAYERS OF NATURAL
BURLAP UNDER BRACES, TO PROTECT TRUNK.
2' X 4" BATTEN BLOCKS WITH 2" X 4' WOOD STAKING BRACES.
USE STEEL BANDING TO WRAP BLOCKS AROUND PALM TRUNK.
USE 20D NAILS TO NAIL ANCHOR BLOCKS TO STAKING BRACES
(SEE STAKING DETAILS FOR NUMBER OF REQUIRED BRACES).
NO NAILS SHALL PIERCE THE TREE TRUNK.
SET TOP OF ROOT BALL AT FINISHED GRADE.
PROVIDE A 3" BERMED SAUCER ABOVE THE FINISHED GRADE
WITH A 3' LAYER OF CHOCOLATE BROWN MULCH (6" TOTAL HEIGHT).
EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK A
MINIMUM OF 3".
2' X 4' X MIN. 24" WOOD STAKES
ANCHOR TREES BRACES WITH WOOD STAKES.
INSTALL STAKE BRACES OUTSIDE TEMPORARY SAUCER.
FINISHED GRADE
BACKFILL SHALL BE CLEAN. SALT FREE SAND
AND PEAT MOSS MIXTURE 3:1 RATIO.
ALL BACKFILL SHALL BE WATER -JETTED FOR FIRM COMPACTION.
DISTANCE AROUND THE ROOT BALL
SHALL BE 1/2 THE WIDTH OF THE ROOTBALL.
OR (12") MIN. CLEARANCE.
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING.
NO -
1. ALL TREE SUPPORT MATERIALS ARE TO BE REMOVED MOM EACH TREE ONCE IT IS ESTABUSHED.
.ES.
I
120'
STAKING PLAN DIAGRAM
N TS.
NEVER CUT TERMINAL LEADER.
THIN BRANCHES AND FWAGE AS DIRECTED
BY LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST.
FLEXIBLE GUYING MATERIAL
LOCATE ABOVE FIRST LATERAL BRANCH
AVOID OVER TIGHTENED TIES AS THEY
PREVENT TREE'S NATURAL SWAY.
SAFETY RAGGING
WOODEN STAKES.
SET STAKES OUTSIDE PLANTING SAUCER
AT A MINIMUM DEPTH OF 2 FEET.
TRUNK FLARE OR TOP ROOT VISIBLE ON SURFACE
DO NOT BURY ROOT IN MULCH.
SET ROOT BALL SUGHTLY ABOVE GRADE
(I OX MAXIMUM, OR 2" ABOVE FINISHED GRADE).
3" SHREDDED CHOCOLATE BROWN MULCH.
NTH 3" BERMED PLANTING SAUCER (6" TOTAL HEIGHT)
ABOVE THE FINISHED GRADE .
EXTEND MULCH BEYOND BERM.
PULL MULCH AWAY FROM TRUNK FLARE A MINIMUM OF 3'.
BACKFILL HOLE NTH APPROVED SOIL MIX
(CHECK WITH LANDSCAPE ARCHITECT FOR MIX).
WATER JET ALL BACKFILL FOR FIRM COMPACTION.
TREE PLANTING SAUCER
REMOVE ROOT BALL COVERING
CUT BACK WIRE BASKETS BELOW TOP HALF OF THE ROOT BALL.
FOLD BACK BURLAP COVERING MATERIALS BELOW
TOP HALF OF ROOT BALL.
COMPLETELY REMOVE SYNTHETIC BURLAP COVERING MATERIALS.
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTJNG.
PROVIDE A PLANING HOLE NTH A MINIMUM OF 3 TIMES
THE DIAMETER OF THE ROOT BALL ON THE SURFACE AND
TWO TIMES THE ROOT BALL DIAMETER AT THE BASE.
° °oo0
�d(���o�O00 D
0 0 00 °0 "U 00
d�D ° 00
(�Q�}^
0 00 G t 0 DRIPUNC EXCEPTION: FXISTNG MKS ARE
CURRENTLY GROWING IN AN ENCLOSED
NO ENTRY OR STORAGE NO DRIP LINE PLrW1ER AND THE SURFACE ROOTS ARE
ENCROACHMENT COMNNED WRHIN THE PLANTER.
4' HT. BARRICADE FENCE
OG ORANGE `TENSOR"
HIGH VISIBILITY MESH.
2'a4' MIN. WOOD POST
AT DRIP LINE
TREE PROTECTION DETAIL
N.T.S.
SHRUB PLANTING DETAIL
N TS,
CR, PLANT RODTBALL MINIMUM OF 1' ABOVE FINISHED GRADE,
WITH A MAXIMUM OF 10% OF ROOTBALL EXPOSED ABOVE GRADE.
CHOCOLATE
PULLMULCHAWAY FROM TRUNK NA MINIMUM OF 3'.
PROVIDE 3' EARTH PLANTING SAUCER
REMOVE BURLAP FROM TOP 1/3 OF RGOTBALL
COMPLETELY REMOVE ANY SYNTHETIC WRAPPING
dAWICLL$LANTNG HOLE WITH APPROVED PLANTING
SMIX-
qR Trr:t p p� Fp yX
E���IINF,IYIOLE FFANII IPOF 31TIMES THE
0 E ROOT BALL ON THE SURFACE AND
TWO TIMES THE ROOT BALL DIAMETER AT THE BASE.
TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE PLANT
SETTING.
PLANT LIST
AC
i
23
Alowsia Call( mla'
—
AM
2
Ado idia merfillil—
AT
25
ScheBlera arbodcela TdneOe
CES
5
Co ocerpus erecWs'Sereaas
-- -- --
CG
31
CRISIS guttifiem
CIR
167
Chrysobalanus cece
CTN
11
Codeaum vanegatum'Franklin Roosevelt
DA
3
Dmmena arborea
GS
4
Garcinia splcata
IV
72
Ilex vom torea
LSB
I 74
Lrlope'S per Blue
POD
64
-
Podorarpus macrophillus Mak
_ —_--
PRC
i 52
Ph Iodendam Rojo Congo
PRT
2
Ph nix mebel k
SOD
8657
St. AugusBne FLodtem
VG
15
AIDII zerumDet
ROOT BARRIER
DETAIL
NDIT:
1. TREES ARE TO BE
q
NTS•
INSTALLED WITH A MINIMUM TEN
S,
FOOT (10-) SEPARATION FROM
Q
ANY PUBLIC WATER OR PUBLIC
SEWER MAIN ANDLET SERVICE.
D
O� 0
HYDRANTS, AND STATIONS.
LIFT
IF A TEN FOOT (TO')
SEPARATION CANNOT
OO
WATER AND
SEWER FACILITIESACHIEVED,
SHALL
THE TREE SHALL BE
c9
MAINS SERNCES'AND/OR LATERALS)
INSTALLED WITH A ROOT
BARRIER SYSTEM.
V yir
PLANTING SAUCER, TYP.
�(I.E.
2. ROOT BARRIERS SHALL
COMPLY NTH ALL
REQUIREMENTS OF THE
0 �'
P r
MINIMUM B' COVER OVER TOP Di BARRIER.
SET BARRIER A MINIMUM OF 4"
15'
MUNICIPAUTY NTHIN WHICH
THEY ARE LOCATED AS WELL
0
BELOW THE FINISHED GRADE.
'BID BARRIER' OR 'DEEP ROOT'
AS WITH ANY REQUIREMENTS OF
THE UnLITY HOLDER OF THE
AFFECTED UnUTIES. IN THE
EVENT THAT CONFLICTING
o P
B"
7• MIN. WITH
10' MIN. WITHOUT
BARRIER
BARRIER
REQUIREMENTS EXIST BETWEEN
THIS R00T BARRIER DETAIL
FINISHED GRADE
AND THE MUNTICPAUTY/UTUTY
HOLDER REQUIREMENTS, THE
MORE STRINGENT OF THEI_
1
36'
REQUIREMENTS SHALL BE
MIN. COVER
APPLICABLE.
2 I,
7r-- 5' MIN.
OUTSIDE EDGE OF TREE OR PALM
TRUNK
MIN.
WATER ANO/CR SEWER FACILITIES
X
(LE MAINS, SERVICES ANn/OR LATERALS)
'BIO BARRIER' OR 'DEEP ROOT'
7' MIN. W/BARRIER
(ALIERNATA ROOT BARRIER SYSTEM
BY
10' MIN. W/O BARRIER
BE UTILIZED NTH APPROVAL OF
LANDSCAPE ARCHITECT.)
TYPICAL PLANTING
DIAGRAM
N TS.
® landscape Arch,tecWre
Jeffrey Houghtaling
Registered Landscape Architect
IA6666783
68ot Lake Worth Rd. Suite 114
Lake Worth, FL 33467
ph:(561)434-T343
e: jeffCDjbddesigninC. co m
www.jbddesiguiac.rom
—.HOuzv.mm
Dwarf Elephant Ear
3 gallon, /ulLdense plant/ 24' heghV 24-30" on center
Christmas Pal
12 overall height] SINGLE TRUNK) full,dense croVM straight trunk
Vadegated Dwarf Schef am
t3 galloN full,deme/ 18"xl B'/ 24' on center
Silver Buttonwood
110 overall height/ full,dense multi trunk tree
Small Lear Chula
15 gallon, full,dense/ 40'x36'/ 36' on center
- —
Corsplum
13 gallon, full,dense plant 10" min height/ 24' on center
Croton'F.nklin R—VeIV
133ggallord full,dease/ 18'x18"l 24" on center �- -
Tree Dracaena
S overall average height min three trunks/ full dense _
Garcinla
8 overall height x 4' min spreadl4' c.t/ min 1 caliper
Dwarf Yaupon Holy
3 gallon, full,deme plant 12"x12"/ 12" on canter
Super Blue Dnopa
1 gallon, full, dense / 10' x 1O'/ 12' on center _
Upright Potloceryus Yew
15 gallord full,dense to basal 48" height and 30' spread
Rojo Congo
3 galloN full,dense/ 18"x18"/ 24" on center
Pygmy Date Palm
B hell;; triple tmnk/ Nll,tlensa __
Contactor shall Verify actual square footage on site
Variegated Shell Ginger
13 gallon, full,dense plant/ 24' height 24-30' on center
LANDSCAPE NOTES:
1. STRUCTURAL ELEMENTS AND HARDSCAPE FEATURES INDICATED ON LANDSCAPE PLANS ARE FOR
INFORMATIONAL PURPOSES ONLY. LANDSCAPE PLANS ARE TO BE UTILIZED FOR LOCATION OF LIVING
PLANT MATERIAL ONLY. LANDSCAPE PLANS SHOULD NOT BE UTILIZED FOR STAKING AND LAYOUT OR
LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO: BUILDINGS, SIGNAGE,
PATHWAYS, EASEMENTS, BERMS, WALL, FENCES, UTIUTIES OR ROADWAYS.
2. CONTRACTOR SHALL ACQUIRE ALL APPLICABLE FEDERAL, STATE, LOCAL, JURISDICTIONAL OR
UTILITY COMPANY PERMITS REQUIRED PRIOR TO REMOVAL, RELOCATION, AND/OR INSTALLATION OF
LANDSCAPE MATERIALS INDICATED WITHIN PLAN DOCUMENTS. THE CONTRACTOR SHALL HAVE PERMITS
"IN HAND" PRIOR TO STARTING WORK. LANDSCAPE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR
WORK PERFORMED WITHOUT PERMITTED DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL CHANGES TO THE WORK, AT NO ADDITIONAL COST TO THE OWNER, AS A RESULT OF
UNAUTHORIZED WORK PRIOR TO RECEIPT OF PERMIT.
3. TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS,
BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO
ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN THE
EVENT OF A CONFLICT, AFFECTED PLANT MATERIAL SHALL BE FIELD ADJUSTED WITH THE APPROVAL
OF THE LANDSCAPE ARCHITECT TO AV ID CONFLICTS WITH THE WITH EXISTING AND PROPOSED
UTILITIES, LIGHT POLES, DRAINAGE STRUCTURES OR UNES, LAKE MAINTENANCE EASEMENTS OR OTHER
AFFECTED SITE FEATURES.
4. ANY PLANTING WITHIN THE SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED VIEWS AT A LEVEL
ET BWEEN 30" AND 8' ABOVE THE PAVEMENT.
5. ALL UTILITY BOXES/ STRUCTURES TO BE SCREENED ON 3 SIDES W/ APPROVED PLANTING
MATERIAL
6. IRRIGATION IS REQUIRED PROVIDING 100% COVERAGE WITH A MAXIMUM OF 50% OVERLAP, AN
AUTOMATIC RAIN SENSOR MUST BE INCLUDED.
7. ALL PLANT MATERIAL TO BE INSTALLED SHALL CONFORM TO FLORIDA POWER AND LIGHT'S
(FPL'S) RIGHT TREE RIGHT PLACE GUIDELINES.
8. IN CASE OF DISCREPANCIES PLANS TAKE PRECEDENCE OVER PLANT LIST.
9. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES PRIOR TO BIDDING.
10. REMOVAL OF EXISTING VEGETATION IS RESPONSIBIUTY OF LANDSCAPE CONTRACTOR.
11. RELOCATION OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. REFER
TO SPECIFICATIONS FOR RELOCATION INSTRUCTIONS.
Jeffre Digitally signed by
y Jeffrey Houghtaling
Houghtaling Dal:2022.08.26
11:2432 -04'00'
�AI,'y�� cM1l\Rr�l��f
A
•
�n.�
' .�)� ����_ � I -.I
I1'
/�D
�1�
./�r'^��1��
�
l�I���
`war
���Fi��tl� � III
\
•OO���
�F �I, 11Hi,
I
I.�.� �O ��'
_
O,
Ii
Revisions By
B-zG-zz JH
Drawn Reviewed
SH
Date Scale
7-11-22
Project No.
22-008
Seal
°F
yob i IA8686783 ?�
'. ti TATE i
FCORIDP
Sheet No.
LP-3
E
Land,en„ Plentina - Pert 1. General
Ir Deswlptian of Work
A. Provide all exterior planting as .hewn on the drrwinga or Inferable therefrom d a o' apecifled In co dance with the requirement, of the
Contract Doeumenta. Landscape plane provided Indicate the proposed loeatlon mo Ilving plant material only. Structural elements and
hardware factures Indicated on the landscape plane re for In/oration purposes ly. Landscape plane are not to be utilized for staking
and layout or location of any .".test alto feature. Including but not limited to, building., ,Ignage, pathwoy., easements, etilitle. or
roadways.
and In Identai to the exeoutlon and completion of plantingoe Indicated on the prepared
B. These eclflcation' Include atandarda necessary for n c
draw !.a o d apecifled herein. a Y P or Installation f plant materlale Indicated
C. An pPllcable federal, tat, and local permits shall be attalned prior to the removal. relocation, o pan
Ithln the plan document..
D. Pratectlon of existing feature.. During conetmcit n, protect all exlating trees, shrubs, and other specified wgeta0an. alto features and
Improvement., structures, and tilities pacified herein a d/or on submitted drawing,. Removal destruction of existing planting, I.
prohibited unless specifically authorized sby the own and with permit as required by associated federal, state and local government
agenalea.
IT. Applicable Standard.
A. American National Standard. far Tree Care Operations, ANSI A300. American National Standard, Institute. 11 West 42nd Street, New York.
N.Y. 10036.
B. American Standard for Nursery Stock, ANSI Z60.1. American Nursery and Landscape A..odation, 1250 Eye Street. NW, Suite 500, Washington.
D.C. 20005.
C. Hortus Third. The Staff of the LH. Bailey Hortortum. 1976. MacMillan Publishing Go., New York.
D. Florida Department of Agrlwlt-, 'Grades and Standard, for Nursery Plante', most recent addition.
E. National Arborivt A„oclation- Pruning Standards for Shade Tree.
F. All atandarda ,hall Include the latest addition, and amendment, - of the date of advertisement for bide
in.
0u°nfl°.u.n.
A. Landscape planting and related work shall be performed by a firn with c minimum of five year, experience specializing In this type of work.
All contractors and their sub -contractor. who will be performing any landscape work Included in this section of the epeciflcation ,hall be
approved by the land ... pe mrchltect
B. Landscape Contractor hall be licensed and .hall Carry any necessary Insuranceand
shall protect the Land ... pe Architect and Owner against
all Ilabillties, claim. or demand. for in)arle, m damage to any person or property growing out of the performance of the work under this
ontract All work.- .hall be .._,ad by Workman's Compensation Insurance.
IV. Requirement. of Regulatory Agenci,.
A. Certlflcatee of Inspection .hall a company the Invoice for each shipment of plant, a may be required by law for transportation. file
certificates with the landscape architect prior to a ceptance of the material. Inspection by federal or state authorities at place of growth
doe. not preclude rejection of the plant, at the .It..
V. Submittals
A. Manufacturer', Data: Submit Copies of the manufacturer's and/or ...rce data for all material, specified, Including ,on,, soli amendment,
and fertilizer material'. Comply
With regul otiose applicable to land ... P. materlml..
8. Sample.: Submit vamplan of all topsoil, ..IT IX... mulch.., and o genic material,. Sample, 'hall weigh 1 kg (2 lb) and be packaged In
plastic base. Sample, ,hall be typical of the lot of material to be delivered to the .Its and provide an ....rote Indication of ..I. , texture,
and orgonie makeup of the material.
C. Nu very Source.: Submit a flat of all numerle. that will supply plant,, along with a list of the plant, they will provide and the location of
the nursery.
D. Soil Teat: Submit ,all teat analyst, report for each *ample of topsoil and planting mix from m soil testing laboratory approved by the
landscape architect.
1.Provide a particle size analyale, Including the following gradient of mineral content:
USDA Dealan etion Slze In m
Gravel t2 m
Very Cause Sand m 1_
2 mm
Coarse Sand 0.5-1
Mean m Sand 0.25-0.5 mm
Fine Sand 0.1-0.25 rem
Very fine .and 0.05-0.1 mm
Silt 0.002-0.05 mm
Clay.matter than 0.002
2. Provide chemical analysis, Including the following:
PH and buffer pH
b. Percentage of organic content by oven -dried weight.
Nutrient levels by parts per million. Including pho,phoru., Pat ... Turn magnesium, manganese, Iron• zinc, and calclum. Nutrient teat .hall
m Include the testing laboratory. r...mmendatTons for supplemental atlditlon' to the ..IT bared on the requirements of horticultural plant,.
d. Soluble salt by leetrieal nduetiviiy of a 1:2, sell: water, .ample measured In milllmho per cm.
Catlon exchange capacity (CEC).
E. Matart,] Testing: Submit the manufacturers
s n factureparticle size analysts, and the PH analysis and provide a description and source location for the
content material of II organic materlale.
F. Maintenance Instructions: Prior to the and of maintenance period, Landscape Contractor .hall furnish three copies f written alntenon.e
In tructimna to the Landscape Architect for transmittal to the Owner for maintenance and care of Installed plant, through their full growing
VI. Utility Veriflcatlon
A. TheContractor shall contact the local utility companies for wrlflc,tlon of the location of all underground utility line' In the area of the
work. The contractor shall be responsible for all damage resulting lting from neglect or failure to comply with this requirement.
Pori 2. Moteials
I. Plante
A. Plante shall be true to species and variety peclfletl ur and n eery-9rown in accordance with good horticultural practices under climatic
ondltlana Imllar to those in the locality of the project fart least two year.. They .hall ha- been freshly dug.
m 1.All plant name, and d... riptlana shall be s defined In Hortus Third.
2. All plantsshall be grown and harvested In accordance with the American Standard for Nursery Stock and Florida Department of
Agriculture Grades and Standard, for Nursery Plante.
3. UnI-1 ppro-d by the land... P, architect, plant, shall have been grown at a latltude t than 325 km (200 miles) north or
outh of the latltude of the project unle.. the provenance of the plant can be documented tomb. compatible with the latitude and cold
hardlne., zone of the planting location.
B. Unless ,poolfically noted, all plant, .hall be exceptianmlly heplvy ymmetrlcal, and trainetl favored In development and appearance oa
to be unquestionably and outstandingly perlor in form, Co patinae., and ' metray. They .hall be sound. healthy. vigorous, II branched,
and densely foliated when In leaf; free of di.ea.e and in.ect,, eggs, or larvae; and hall ha- healthy, m well-tlo-loped root system.. They
shall be free from physical damage o other conditions that uld prevent vigorous growth.
1.Tr... with multiple leader.• u le,erspecified, will be rejected. Tree, with a damaged o rooked leader• bark abrasions, , cold. disfiguring
knot,. Insect damage, or cute of limb, over 20 m (3/4 In.) In diameter that a not completely Closed will be rejected.
C. Plante .hall conform to themeasurements specified: except that plant, larger than rthoae apecifled may d
be used if ppro-d by the
landscape architect. Use of larger plant, 'hall not Increase the .ontract price. If larger plants ore .ppro d, the root ball .hall be ie.r....
In proportion to the size of the plant
1.C°Iiper m ....
.ucement, shall be taken the trunk 150 mm (6 in.) above the natural ground line for tree, up to and Including 100 mm
(4 In.) In caliper. and 300 mm (12 In.) ,bow the natural ground line for trees over 100 mm (4 In.) In caliper. Height and spread
dimensions specified refer to the main body of the plant and not from branch tip to branch tip. Plante .hall be .red when
branches a e In their normal position. If a ran of size. I, given, no plant shall be Ie.. than the minimum ,Ito, ntl no less than 50
per.ont of the plant, shall be - large a rthe maximum size apecifled. M.... cement..peclfled or. minimum .1... acceptable after
awning accordingwhere rotomthie Florida Department bf A rtwlture croeesa. atsipnaot p for Nurserytm Plante, nha ll be hrp between height and
D. Substitution. f plant materials will not be Itt,a unless authorized In writin Qb the landscape architect If of f la submitted In writing
that ]ant m ]pled 1. not obtainable• consideration will be given to the nearest awl,bl, size or similar variety. a Correspondingg
adp,tment of the contract price. g Y•
E The plant schedule provided at the and of this ,action, o on the drawing , To
for the Contractor'. infernatlan only and no guarantee le
exp,eased or Implletl that qu antitlea therein a ect or rthat the list le complete. The Contractor .hall ensure that all plant materiel.
shown on the drawing, Included In his are
bid.
F. All plant, shall be labeled by plant n o. Label, ,hall be attached securely to all plant., bundles, and contains- of plant materlale when
delivered. Plant label. .hall be dumble ntl r legible, with Infonatl- glwn In weather-m,i,tant Ink or embossed pro.... lettering.
G. Selection and Tagging
,.Plante hall be we
bject to inspection for conformity to epeciflcation requirement, and approval by the land ... pe architect at their piece
of growth and upon delivery. Such approval shall not Impair the right of Inspection and aJectl.n during progress of the rk.
2. A written request for the ]nap.. tan of plant material at their place of growth .hot
be a bmitted to the landscape architect at least
ten calendar day, prior to digging. This request shall .tat, the place ment, sufficient quontitle, of plant, ore not avaace f growth and the quantity of plants to be Inspected. ilThe
landscape architect may ,of... Inspection at this time If. In his her Judgable far
Inspection or Iandecape architect deem. Inspection Is not required.
3. All field grown deciduous trees shall be marked to Indicate the tree. north orientation In the nursery. Place a 1-in. diameter spat of
white paint onto the north old, of the tree trunk within the bottom 12 Inches of the trunk.
H. Anti-D,,iacanta
1.Mti-dealccmnt., If .pacified• are to be applied t, plant. In full leaf. Immediately before digging or . required by the land ... pe architect.
An aeelccanta a to be sprayed eo that all lsaw. and branch°, are cover d with a contln.... protective film.
I. Balled and Bun upped r(B&B) Plant Materials
1.Tr... designated B&B ,hall be property dug with firm, natural balls of *all retaining an many fibrous roots as possible, In size, and
.hope, a specified in the Florida Department of Agriculture Grades and Standards for Nursery Plants. Ball, shall be firmly wrapped with
:hope,
natural, or treated burlap, and/or wire. All ,ynthetic fabric should be re -d from the ootboll prior to planting. True
blod.gmd.ble burlap an be left d the of ball. The mot collar shall be pppo-nt at surface f ball. Trees with loose, broken,
proces..d, or ma factored root balls will not be accepted, except with special written approval before planting.
J.ContaIn- Plant,
1.plant. grown In container ,hall be of appropriate size for the container - specified in the most .cent edition of the Florida Department
of Agriculture Grade. and Standard, for Nursery Plante and be free of circling roots the exterior and Interior of the root ball.
2. Container plant' ,hall haw been grown In the container Ind, enough to haw established root, throughout the growing medium.
K. Barermot and
Collected Plants
1.Plonto designated - bareroot or collected plants hall co fore to the American Standard far Nursery Stock.
2. B.-mot material ,hall not be dug or Installed after bud break or before dormancy.
3. Collected plant material that he, not been taken from active nursery
be In good health, free from di e y operations shall be dug with a root ball spread at least 1/3
greater than nursery grown plants. When specified o appmved.aeaae. Insect o wood infestation
and shall not be planted before Inspection and acceptance at the site. Testing may be required at the discretion of the Land ... pe
Architect d/or the Owner and ,hall be provided at no additional cost.
L. Spool men Material: Plant matenl.l specified as specimens a e to be approved by the Landscape Architect before being brought to the .its.
Unless otherwise noted on the drawing,• these plant, ,hall be Florida Fancy.
M. Palma
1.Coconut Palm, ,hall be grown from a certified seed.
2. All palm species except Saba l palmetto .hall haw roots adequately wrapped before transporting.
3. Sabel palm, ,hall haw hurricane Cut. Sabel palm, ahall be Installed on ,It, at the earlleat ,pp ortunit In the construction process.
All Sabel palm, ,hall be from Palm Beach County r other sandy soils. All Saba[ palms .hall be Florida Fancy.
I haw des Intact boot, mfirml attached to the palm trunk. For slick trunk alma trunk ,hall be
4. For anted trunkdefect
Palms, and ' shall n y p p
dear d free from tlefect and a
5. The Contractor Mall tree! all p.lms oa required to prevent Infestation by the palmetto weevil.
N. Sad
Sod ehall a tared or better. Sod .hall be loam o muck with a firm full texture and pod root develop cent. Sod
1. So
g y1 grown g p
defect, and debris ,lbl. din but not limited to dead thatch Insects, tun us dlaeaaea an
shall be Shot health and free from of et.
k Y 9 9
eetla other varieties o ob tlonable loot material.
an
b y w grave Je p
2. Sad shall in sufficiently thick to insure .dense eland of II- ... Sod .hall be II- fresh and -Injured at the time of Ipntin .
Plant sod within 48 hours .Her her -.flog. are,,. )° ❑ 9
3. area
Sod o .hall be all area, not otherwise identified and shall include the area beyond the property line to the edge of pavement and/or
edge of water
O. Immediately after harwating plant,• protect from drying and damage until shipped and delivered to the planting ,Its. Romtball, shall be
checked regularly and
watered sufficiently to maintain root viability.
P. Transportation and Storage of Plant Material
1.Br...he, ,hall be tied with ape or twine only. and In such a manner that no damage will occur to the bark r branches.
2. During transportation of plant material, the contractor shall exercise care to prow In Jury and drying out of the tree.. Should the
mat, be dried out, large branches broken, ball, of earth broken or I....ned, a sae of bark tom, the lantlaeape architect may reject
the Inured tree(,) and order them replaced at no additional ...t to the owner. All
loatls of plant, ,hall be Covered at all time. with
tarpaulin or Can_
we. Load, that re t protected will be rejected.
3. All bar root .took sent from the storage facility ,hall be adequately c -red with wet soli• aawdu*t woodchlp,, mass, peat, straw• hay
other a Ceptmble mol.ture-hiding medium, and 'hall be coveretl with v tarpaulin or canvre. Load. that are not protected In the
aba . m may be rejected.
4. Plante must be protected at all times from sunor drying wind,. Th... that cannot be planted Immediately on delivery ,hall be kept in
tha shade, well protected with moll, et mulch, oother acceptable material• and kept well watered. Plante hall not remain planted
any longer than three day. after delivery. Plant. shall not be bound with wire o rope at any time no , to damage the bark or break
branch ea. Plants ,hall be Ilfted and handled with suitable support of the .all ball to avoid damaging It.
O. Mechanized Tree Spade Requirement*
Tree, may be moved and planted with an approved mechanical free sports.
.... ode. The tree apart, ,hall move trees limited
to the maximum size allowed for a similar 8lcB root -boll dlameterrding to the American Standard for
NurseryII The machine mr the ch ne shallmanufacturer's mcxtd bathe landscape eotm for Ior tethe tree Treece hallo be alantedlctethe or Is
mnermva Y Pe or use p
In the lane once with applicable
vectlona of the
designated locations In the man shown a 1 ace d and
n PP
ap Materials
he Pia P
II Materials for Planting
Mulch: Except . otherwise peclfied, inch shall be shredded CHOCOLATE BROWN inch - gratle 'A'. Mulch hall
be free of weeds, seeds, and any other organic or Inorganic material. It shall not contain .tone, o other foreign
material that will prevent It, eventual decay. This shall be applied to all planted area, where Indicated .o that,
after Installation, the mulch thickness will not be less than 3'. Submit
A. Peat 1, farShall be horticultural t c d of not lea. than r= de.om d Ic matter b I ht, on an
n dried basis. Peat shot] be dellwr,ad to the site In a P°ae organ y wag
workable condittan free from lump..
B.0-val Mulch: Use only where specifically Indicated on the plans of the size and two shown. Unless otherwise
specified it ,hall be water-wom, hard durable gravel,
w
ached free of loam, and• day and other foreign substances. It ,hall be o minimum of 3' deep and shall be
on tamed with edging or other approved
gravel ,top as Indicatedon the plane. It shall be a maximum of 1 1/2'. v minimum f 3/4' and of a
eodily-awilable natural gravel color range Provide gentexttlo flier fabric below aggregate rock.
Submit 'ample for approval.
C. Root Barrier. Where specified, root barriers ,hall be installed on all tree and palm material In accordance with the
pot barrier dotal provided within the plan drawings.
Root barriers .hall comply with all requirement. of the municipality within which they o e located a well - with
any utility holder requirement. of any affected utillties. In the event that conflicting requirement, ,,let between
the root barrier detail provided within the plan documents and the municipality/utility holder requirement,, the
stringent of the requirements .hall be applicable.
D. Planter Edging: Use only where specifically indicated on plane. Edging shall be the color black.
E. Anti-de'Iccant .hall be an emulsion .peclfl.ally manufactured for gricult-ol u which provide. a protective film
-
over plant rfaces. Mt7-d,siccante shall be delivered in ,,,Seine- of the nufacturer and ,hall be mixed
cording to themanufacturer', diectiona. Submit manufacturer literature for approval.
III. Material. tar Sol Amendment
A.Pine Bark: Hortloultu-1-grade milled pine bark, with 80 percent of the material by volume sized between 0.1 and
15.0 mm.
1.Pine bark shall be aged a fflciently to break down all woody material. Pine bark ,Fall be ,cr,ened.
2. PH .hall range between 4 and 7.0.
3. Submit manufacturer literature for approval.
B.Organic Matter. Leaf matter and ord waste co posted ,efficiently to break down all woody fibers, seeds, and leaf
structures. and free of toxic and .organic matter.
Organic matter .hall be commercially prepared compost Submit 0.5 kg (1 lb) *ample and aupplie- literature far
C. Cause Sand: Course concrete sand, ASTM C-33 Fine Aggregate, with a Fine, Modulus Index of 2.75 or greater.
1.Sande sholl be clean, sharp. natural ,ands free of limestone, shale and .late particle..
2. Provide the following particle size distribution:
Si.- Percentage Passing
3/8 in (g.5 mm) 100
No. 4 (4.75 mm) 95-100
No. 8 (2.36 mm) 80-too
No. 16 (1A. mm) 50-85
No. 30 (0.60 mm) 25-60
Na. 50 (0.30 m ) 10-30
No. 100 (0.15 mm) 210
D. LIme: shall be ground, palletized, or pulverized lime manufactured to meet agricultural standard, and contain a
maximum
of
60 Percent oxide (I... calcium oxide plus
gneslum oxide).
Submit manufacturer literature for approval.
E. Sulfur-. em
hall be Flowers f sulfur, pelletized granular sulfur, or Iron sulfate. Submit manufacturer literature Tor
F. Fertilizer: Agricultural fertilizer f formula Indicated by the all Seel. Fertilize- *hall be organic. Blow -release
o po*Itlono whenever applicable. Submit manufacturer IIt- to
for approval.
IV. Planting Mix
A. Planting Mix
1. Planting MIX for Tree,. Shrub,, Ground,ovem and vine.: Check with landscape architect for appropriate
mixture.
2. Planting MIX for Palma: Mixture of tour ,and and peat mixed to the following proportion:
Component Percent bVo y lume e
Coarse Sand 75%
Peat 25X B. Planting mix ,hall be thoroughly mixed, screened• and shredded.
C. Prior to beginning the mixing process• submit a 1-kg (2-Ib) ,ample of the proposed mix with soil teat revu It.
that indicate the mix ratio and the result. achieved.
D. During the mixing process but prior to installing the mix, submit a 1-kg (2-Ib) ,ample far each 200 cubic
motors
(250 ubia yards) of planting mix• taken randomly
from the fin iahed .all mix• with moll teat rem Its for
approval. In the a nt that the teat result, tlo net meet the required particle size distribution• remit and r... bait a
revised
planting mix.
E. Make all amendments of lime/sulfur and fertilizer inrticmtad by the ,,it test results at the time of mixing.
F. All mixing shall take place In the contractor yard, using commercial mixing equipment sufficient to
thoroughly mix all component, uniformly
G. Protect the planting mix from , ,Ton prior to In,tallatinn.
Port 3. F-..clan
I. E.A- Locations
of Planted Arena
A. all
subsur for plant, and/or outlines of .....
eo be planted are to be staked out at the site. Locate and mark
II subsurface utility Tines. Approval of theretakeout by the
landscape architect ]a required before ,x :,tion begins.
B. Tree, shrub. and groundcowr bade a e fo be axcavoted to the depth and width, Indicated an the landscape plan
retail drawings. If the planting a under any tree I.
initially dug too deep, the .all added to bring It up to the a n-dt level should be thoroughly tamped.
1.The old"of the a wti.n of all planting or,,,
,hall be sloped at a 45 degree.. The bottom of all bad. .hall
slope parallel to then proposed grades or toward any subsurface drain lines within the planting bed. The bottom
of the planting bed directly under any tree eh all be horizontal vuah that the tree ,It, plumb.
2. Maintain all required angles of repo,, of the adJ... nt materials as shown on the drawing,. Do not ezcawte
compacted e' 'ubgradof adjacent pavement structures,,
3.Subgrade ,,it, shall be separated from the topsail, removed from the ° and not used as backflll In any ,
planted or ]own ar .. Excavatm
Excavator. .hall not be left .-redo unprotected overnight
C.For trees and shrub, plan tad in Individual hole. in areaaof good ,,IT that la to remain In place and/or to receive
er• amendment In the top 150-mm (6 In.) layezcawte the
hole to the depth of the root ball and to width, shown on the drawing. Slope the 'Ides of the excavation at a
45 degree angle up and away from the bottom of the
waipn.
1. In of slowly draining sell, the root ball may be ,at up to 75 mm (3 in.) or 1/8 of the depth of the
pot balls se
abo- the adjacent .all level.
2.r So- the existing ,,It to be used - backflll around the tree.
3.On ateehawl^pea, ithe ddeepth of the excawit...hall be measured at the center of the hole and the excavation
du
g
soil condittan,: The landscape architect Is to be notified. In writing• of soil conditions encountered.
Including poor drainage, that the a .tractor ...eider
detrlmentat to the growth of plant material. When detrimental conditions are uncowred, planting shall be
dl,continued until Instructions to resolve the condition. are
received from the landscape arehlteet.
E.Obetructi-s: If rock• underground c-tructimn work, utilities, tree roots, or other obstructions are encountered In
the excavation of planting areas, alternate location, for
any plantlnq shall be determined by the landscape architect.
It. Installation of Planting MIX
A.Prior to the Installation of the planting mix• Install subsurface drains. Imigotlon main lines. lateral Imes, and
Irrigation deer, shown on the tlrawinga.
,.The landscape architect .hall review the preparation of subgrmdes prior to the Installation of planting mix.
C.Do not proceed with the Installation of planting mix until all utility work in the area has been installed.
D.Pmtect adjacent wall% walks, and utlitie. from damage or staining by the ,an. Us. 12-mm (1/2 in.) plywood
and/°rrplaetia shooting- directed toe r exlating a' -'to.
m Sal, sony work, end other items ae directed duringthe progrea, of the work.
1.Clean up any soil or dirt spilled ° any paved surface at t the and f each working day.
2 Any damageto the paving o arc
hitectural work caused by
the general contractt the soil, installation °ontc-tore the sole Installation contractor shall be repaired by
or expense.
E. TIII the subsoil Into the bottom t,yer of topsoil or planting mix.
1.Loosen the eon of the aubgrade to a depth of 50 to 75 mm (2 to 3 In.) with a rmttiller or other suitable
device
2 Spread a layer of the ,pecifled topsoil or planting mix 50 mm (2 in.) deep over the ,ubgrafe. Thoroughly till
the planting mix and the aubgrode together.
3. Immediately Install the remaining topsoil or planting mix in accordance
o dance with the following apeciflcotlons. Protect
the tilled or"
° from traffic. DO NOT allow the tilled subnade to become ompacted.
4. In the event that the tilted area becomes compacted, till the area again prior to Inatalllnq the planting mix.
F.Inet,n the remaining topsoil or planting mix in 2OD- to 250-mm (8- to 10-In.) lifts to the depth. and shown a,
the drawing details. The depths and grade. shown on the drawings ° e the final grades otter col settlement and
shrinkage f the organic material. The contractor .hall Install the 11 at v higher level to anticipate this reduction
of soil volume• depending on predicted settling pmpertlee for each type of .all.
1.Pha.e the Installation of the son such that equipment does not haw to travel over already -Installed topsoil or
planting t-s. 2 Compact h lift sufficiently to reduce settling but not we ugh to prevent themovement of water and feeder
roots through the 'on. The eon In each lift should feel firm to the fact in all or- and make only slight heel
prin to. Overcomp.CU.n ,hall be determined by the following field Percolation test.
10 In.
DI a hole 25i m 10 In. a diameter and 250 m tlra . m ( )
9 m ( ) P
Immediately 1 with water, and measure the
b. FlII the hole with water and let It drain completely. refill the hoe , y
rote of fall in the water level.
In the avant that the water ,t,n. at a rate leas than 25 mm (1 in.) per hour, till the .all to °depth
required . break the rc a paetll d
d. The field
Conditions
architect shall determine the need for, and the number and location of percolation testa
based on observed field conditions s the moll.
3. Maintain moisture ndltlona within the oils during Installation to allow for satisfactory campactlon. Suspend
Installation operation, if the ,,IT become. wet. Do not peeve Bona on wet vubgrotla
4. Provide adequate equipment to a.hlew consistent and niform compaction of the soils. Uve the emaile.t
equipment that cc,
a.ably perform the task of spreading aid compaction.
5. Add lime, .ulfur.fertilizer, and other amendments
during apInstallation. Spread the amendment, over the top
layer of 'oil and till Into the top 100 mm (4 In.) of .oil. Soil amendment. may be added at the acme time
that organic matter, when required, la added to the top layer of all
6. Protect ,,IT from owreompoetlon after placement. An area that become, ove-ompacted ,hall be tilled to a
depth of 125 mm (6 In.). Un,wn or settled areas ,hall be filled and regraded.
III. Fine Grading
A. It shall be the responsibility of the Contractor to finish grade (min. 6' below adjacent F.F.E.). Finish grades In planting a ac .hall be om a
Inch lower than ad r cent aving antl ore to Include 3' of mulching. New earthwork ,hall blend smoothly Into the existing earthwork, and
grades .hall Pitch evenly between apatgr,
ades. All planted a st pitch to drain at a minimum of 1/4' par foot. Any discrepancies
not allowing this to Ca ,hall be reported to the Landscape Architect prior to continuing work.
B. FlII all dip, and remove any bumps In the owroll plane of the slope.
be a 12-mm 1 2 In. deviation from the Ian, In 3.000 m 10 ft .
1.The tolerance for fora and bumps in lawn arena shall (/ ) p m ( )
25-mm 1 In. devia
tion from the lane In 3 000 m 10 ft .
The2. tolerance for di a and bumps in shrub planting
shall be a p m ( )
P P P 9 ar
3. All flue grading shall placed
Inspected and approved by the Landscape architect prior to planting, mulching, y. drain g ceding.
C. osseBas-1,g shall not be placed within 1d of any existing tree n will s be allowed toe oath upon any .Hefty. drainage, or maintenance
ant. Berthing shall not Impetle or obstruct any necessary .wales needed
to dralnmather areas for the property.
IV. Planting Operation,
A. Plants ,hall be ,at on flat-tampedrm
o excavated parts at the same relationship to flni,hed grade they were to the ground from which
they w e dug, unlea, otherwise noted on - the Plant, must be ,at plumb and braced In position until topsail or planting mix has
been pl seed and tamped around
the base of the root ball. Improper comp-tingof the ,on around the root ball may r... It In the tree
eettling or leaning. Plante .hall be vet ao that they will be at the same depth and al that the root ball dose not shift or move laterally
e year later,
i.Deternlne the elevation of
the root flare and ensure that it I. planted at grads This may require that the tree be .at higher than the
grade in the nu -cry.
2. If the ,,at
flare Ie lno. than 50 mm (2 in.) below the ,oil level of the r at ball, plant the tree the .pproprtate level °boabovethe grade
to vet the flare a with the grade. If the flare 1, more than 50 mm (2 In) at the center of the root ball the tree ,hall be rejected.
B. Lift plant, only from the bottom of the root balls or with belt, or lifting hamea-, of sufflcient width not to damage the root ball.. Do
not lift tree. by their trunk or
. a e the trunk a lever In positioning or moving the tree In the planting area.
C. Remove plastic, paper, or fiberpat, from contolnerized plant material. Pull roots out of the root mat. L.... n the potting medium and
shake away
from the root mot. Immediately after removing the container, install the plant such that the root, do not dry out Pack planting
mix ,round the exp...d roots while planting.
D. The roots of bare -root trees shall be pruned at Me time of plantlnq to ra w damaged o undealr,ble roots (those likely to become a
tlstrlment to future growth of the root system). Bare -root trees shall haw the root° spread rto approximate the natural position of the
Dote and ,hall be centered In the planting pit The planting -soil backflll ,hall be worked firmly Into and around the root., with care taken
to fill In completely with no air pockets.
E. Cut epee string. from the top of shrub root ball, and tree, ,matter than 3 In, caliper after plant has been vet. Remo- burlap or cloth
wrapping and any wire baskets from a and top halt of balls. Do not turn under and bury portion, of burlap at top of ball.
1.Do not immediately -maw the rope, and burlap from tree. larger than 3 in. caliper. Return to each tree three month, after planting and
cut all rope. a u tl the tnk, and tope of the root ball. of th sae trees.
2. Completely re anruy waterproof or water -repellant string, or wrapping, from the root ball and trunk before backfling.
F. Set balled and buriapped trees in the hole with the north marker facing north unto.. otherwise approved by the landscape architect.
G. Place native Boll, top.oll, or planting mix Into the or ,round the tree, tamping lightly to reduce vettlement.
,.For plant, planted In Individual hole, in ,xleting soil eaddr any required son amendment. to the .oils, oe the material is being backfilled
and the plant. Ensure that the .man
dments a e thoroughly mixed Into the backflll.
2 pro For plants planted in large bed, of prepared soil, adtl Boll a endmenta during the .oil Installation process.
3. Ensure that the backflll Immediately around the bane of the ,:at ball I. tamped with foot pr....- ,efficient to prevent the root ball
from shifting or leaning.
Fl. Solid sod shall be laid with closely abutting joint, with a tamped or rolled, even surface. Stagger ,trip. to offset ],Into In adjacent
co Bring the .ad edge In . neat, clean manner to the edge of all paving and shrub areas Sod along slopes shall be pegged to hold
sod Tn In the
eplace lnion ,long themLandecabmnk, a wood Architect toegd...a1.9 1.e to the ry arm, r Architect Cleana.all ndbwit l sbe ed et io addof ,,atto the Owns,
tie ,,,face If,
and thoroughly washed in without Architectaddition.
charge. g ^eceaeary a rolling, g, c .and w van y appliedover en au
I. Thoroughly water all plants Immediately after planting. Apply water by hose directly the root ball and the otly Jacent ,an.
J.Rernov. all tags, labels, string,, at,. from on plant..
K. Remove any exce,e ,mil, debrie, and planting material from the job site at the end of each workday.
L Farm watering 'auce- 100 mm (4 In.) high Immediately outside the area of the root ball of each tree - Indicated on the tlrawinga.
V. Rel oration of Existing Material:
A. Landscape Contractor .hall root prune tree. which are to be relocated in accordance with .ppro-d horticultural practice. and the
fat
owing procedures. .
1.Select healthy tree
2. Selectively trim the canopy removing dead limb', crone branching over crowned areas, and lower undesirable limbs. Fertilize and water
tree. before pruning.
3. Root prune 50R of the root system approximately 18'-2' deep (depending upon ,pool,, and size). This Is done by hand with harp
hand tools or a root pruning saw. The diameter of the root ball to be pruned Is 8-12 Inches per every one Inch of dlameter at breast
height of the tre.
4. Back fill the existing soli with peat mace to stimulate new root growth of the pruned mots.
5. Water In thoroughly and treat with a mycorrhizoe and a low nitrogen fertilizer (so not to bum the pruned root,). Brace tree, if doomed
nary.
6 DBHtree
ThT pruned tree should be watered every day (e.peclally during warn month, of the ..aeon), the equivalent of 5 gallon, for every
per y.
7. Root pruned trees should be let to stand for a minimum of 5 week, far trees lea. than 8' DBH and as long - 3 month, for larger
specimens prlw to transplanting.
8. For beat revu It, and .uM--hip, new root growth should be "dent an root pruned trees prior to transplanting.
9. Upon transplanting, water should be applied every day as outlined In step 6 for at least one Year.
VI. Staking and Guying
A. The Contractor ,hall ,take all tree. and palm, in accordance with the tree and palm :taking details provided within the plan tlrawinga.
Al temate method, of guying or ,taking may be employed with wp
the prior mppra l f the Landscape Architect.
B. The Contractor shall be responsible for the replacement o aa)ustme,t of all trees, palms or an be that fall or lean during the guarantee
period. The Contractor ,hall be responsible for any damage .,used by the felling or leaning of trees.
C. Stake, and guy, ,hall be Installed Immediately upon approval. planting, and ,hall be rem tl in accordance with the staking details
provide within the plan drawing,. Any tree that la not table at the and of the warranty period shall be rejected.
Mi. Pruning
A. Plant. .hall not be heavily pruned at the time of pplanting. Pruning 1, required at planting time to ,affect defects in the tree structure.
Including removal of Injured branch,,, waterspouts,suckers, and Interfering branches. Healthy lower branches and interior ,mall twigs should
not be removed except a necessary to dear walk, and road,. In no case should more than one -quarter of the branching structure be
Broved. Retain the n mr,l or natural ,hope of the plant
All pruning shall be completed using, clean, sharp tools. All cute ,hall be clean and smooth, with the bark Intact with no rough edge, or
Lean.
C. Pruning of large tree, ,hall be done from a hydraulic man-Ilft such that It iv not necessary to climb the tree.
'All. Mulching
A. All tree., palm., shrubs, and other plantings will be mulched with mulch previously apprawd by the landscape architect. The mulch .hall be
minimum 3' thick lays r all tree, shrub and ground r
cover planting m unless otherwise specified. All mulch layers .hall be of the
apecifled thickness at the time of the final acceptance of the work. Mulch must not be placed within 3 Inches of the trunk, of trees, palm,
BOshrub,.
Place mulch at least 3' In depth In a circle around all trees located In town ,mos. The diameter of the circle shall be 18' In diameter
larger than the ball of the plant provided. Mulch must not be placed within 3 Inches of the trunks of trees, prima or shrubs.
IX. Maintenance of Trees. Shrubs, and Vines
A. Maintenance ,hall begin Immediately after each plant is planted and continue until it, acceptance has been Conflrned by the landscape
architect
B. Maintenance ,hall consist of pruning, -raring. m
-Itiwting, weeding, mulching, fertilizing, tightening d repairing guys and stake., msu,tting
plants to proper grades or upright poeltlon, restoring of the planting eau and furnishing and applying such sprays or other materials as
vary to keep Plontinga free of Insect, and dl...... and in vigorouscondition.
C.Planting. and plant. shall be protected at all time. against trespassing and damage of all kind. for the duration of the maintenance
period. If ar plant becomes damaged or injured. It shall be treated or replaced a. directed by the landscape architect at n addition.] cost.
D. Watering: Contractor shall Irrigate v required to malntaln vigor^., and healthy tree growth. Ow-',tering or flooding shall not be allowed.
The Contractor .hall monitor, adjust, sand u xisling Irrigation facilitlea, if awl.ble, and fumi,h any additional material, equipment o water
toe adequate Irrigation. Root balls of a" tree, and large shrubs shall be .pot watered using handheld h.... during the first four
Mon.. ..or planting, a required to en adequate water within the root ball.
E. During perloda of reatrieted water .e.ge all go --mental regulation, (peml anent and temporary) shall be followed. The contractor may
ha- to transport water from ponds or other sources, at n additional expense to the owner when irrigation ,yatems are nawlable.
F. Remove .oil ridges from around watering basin, prior to end of maintenance period, as directed by Landscape Architect u
X. Acceptance
A. The landscape amhttect ,hall InaPect II work for acceptance upon written request of the contractor. The request shall be received at lea.!
ten calendar day, before the anticipated data of Inspection.
13. Acceptance of plant aterlal ;hall be for general co forman.e to 'peclfletl elze, character, and quality and shall not rellew the contractor
of responsibility for full conformance to the eontraet do-m-ts, including Ca vet .Peclea.
C. Upon completion and re -Inspection of all rep,in o renewal, necessary in the judgment of the landscape architect, the landscape architect
shall certify In writing that the work has been accepted.
XL Acceptance In Part
A. Work may be accepted In parts when the landscape architect and contractor deem that practice to be in their mutual Interest Approval
must be given In writing by the landscape .rchitect to the ant actor verifying that the work 1, to be completed in part,. Acceptance of
ark In parts .hall not walw any other pmvlalon of this contract.
XIL Guarantee Period and Replacement,
A. The guarantee period for tree, and shrubs ,hall begin at the data of acceptance.
to be In health and flourlahin condition for a period of an year from the data of
B. The contractor shall costae pill loot materialP e qua py g c
C .ceptance.
When work la ac .pied In parts, the guarantee periods extend from each of the partial acceptance, to the terminal data of the guarantee
of the loaf acceptance. Thus all antes periods terminate at m e time.
p guar
ed lntinPeriod.
eriod all lasts
Bather conditions permit, and within a hdfi
D. The contractor shall replace. without e t specified p 9 P P Cost, a pe
P
and shall
the end of the an tee acted. size,' be
c Itect to be dead or In a e table condition alerts
tletertnined b the lantleca a ar h g guar p
Y p ° P
shall be free of deatl ord n branches and branch tI e ntl .hall bear folio a of n rtall density
eneR toand
neldered a e table lints P 9 Y• c P p yi 9
I b ,object to all re ulramenta'an
acimena of the same eclea Replacements shall ,
color. Replacements shall closely match adjacent e J q
In this specification.
Y P aP P
E. The guarantee of all replacement plant. shall extend for an additional period of o year from She date of that, acceptance after
repl.cement. In the event that a replacement plant i, not act ptoble during or at the end of said extended guarantee period, the landscape
architect may elect vube quest replacement o credit for that Item.
F. At the and of the guarantee, the ,,,tractor rshall reset gratle, that haw settled below the prop ... d grades on the drawing,.
G. The contractor shall make periodic Inspection,, at no extra cost, during the guarantee period to determine what change., if any, should be
made in the maintenance program. If change, a ended, they shall be submitted In writing to the land ... pe .mhitect. Claims by
the .ontractor that the owner, maintenance practice, o lock of maintenance resulted in dead or dying plants will not be conaldared iT such
claim, haw not been documented by the contractor during the guarantee period.
MIT. Final Inspection and Final Acceptance
At the and of the guarantee period and upon written request of the contractor, the landscape architect will Inspect all guaranteed work far
final ....ptanae. The request eh.11 be received at leant ten calendar days before the anticipated data for final inspection. Upon completion and
e-inspection of all repaln or wale n...o,ory In the judgment of the landscape architect at that time, the land ... pe architect shall Certify,
In writing, that the project has received Mal acceptance.
Digitally signed by
Jeffrey Jeffrey Houghtaling
Houghtaling 1125:09�0a006
Jeffrey Houghtaling
Registered Landscape Architect
LA6666783
680i Lake Worth Rd. Suite 114
Lake Worth, FL 33467
ph:(561) 434-1343
e: jeff@jbddesigninc.co m
_.jbdd-igaiacmm
w„w.Houzz.mm
W
U
rq
�1
I
Y.
r4
V
r�
" 1
ti
W"e
O
4,
q
WW
��
�
Cn
l\
t'V
�
r
V
Revisions
By
6-26-22
JH
Drawn Ref-iewed
JH
Date Scale
7-11-22
Project No.
22-008
Sheet No -
Li
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
Memo
To: Mayor and Town Commissioners
From: Gregory L. Dunham, Town Manager
Re: Faux Cedar Shake Roof Material
Date: October 6, 2022
Last year, one of the new lots on Bluewater Cove was approved for a Colonial West
Indies home with a cedar shake shingle roof. Prior to approval by the Town
Commission, the ARPB discussed the developer's desire to vary up the architectural
style of the 14 new homes on Bluewater Cove, while holding true to the design
requirements contained in the Town Code. Part of that discussion included the
possibility of a faux cedar shake tile roof, to which the ARPB expressed concern.
Last month, the developer requested a change from the approved cedar shake shingle
roof to a faux cedar shake concrete tile roof. Cedar shakes/shingles are prohibited
from use as an exterior material but have been approved as a roofing material in Gulf
Stream if it is consistent with the home's architectural style. The developer's
representative stated at the ARPB meeting that cedar shake style roofs are consistent
with the West Indies architectural style.
Town Staff would like guidance on whether to allow faux cedar shake roofs in Town
if consistent with the architectural style, or if only cedar shake shingles should be
permitted.
TOWN OF GULF STREAM
BALANCE SHEET &
CASH & BUDGET REPORT
Unaudited
As of September 30, 2022
TABLE OF CONTENTS
SECTION
PAGE(S)
Last Fiscal Period Summary and Highlights........................................................................... 1
CashBalance Sheet..................................................................................................................... 2-3
BudgetReport, General Fund............................................................................................................... 4-8
BudgetReport, Water Fund................................................................................................ 9-10
Budget Report, Undergrounding Fund.................................................................................... 11-12
Budget Report, Penny Sales Tax Fund................................................................................... 13
September 30, 2022, Financial Highlights
• September was the final month in Fiscal Year 2021-2022
• Revenues and Expenses for Fiscal Year will continue to be allocated to FY 2022 until November 30, 2022
Budget Adjustment to accommodate Delray and Highland Beach permit revenue totals will be presented at the
November Commission meeting along with any other necessary budget revisions.
-I-
Town of Gulf Stream
Balance Sheet
September 30, 2022
General Fund 001
Water Fund 401
Underground Fund 155
Penny Sales Tax Fund 101
Assets
Cash - Oper Account
$48,700.75
$0.00
$0.00
$0.00
Cash - P/R Account
$11,010.17
$0.00
$0.00
$0.00
Cash - Operating MMA
$8,060,447.58
$0.00
$0.00
$0.00
Cash - Flagler Bank CD
$280,015.96
$0.00
$0.00
$0.00
Cash-ARPA Grant
$357.76
$0.00
$0.00
$0.00
Seacoast National Bank CD
$290,691.38
$0.00
$0.00
$0.00
HRA Bank Account
$193,404.43
$0.00
$0.00
$0.00
Cash-ARPA Federal Grant
$494,120.76
$0.00
$0.00
$0.00
Cash - Petty Cash
$450.00
$0.00
$0.00
$0.00
Accounts Receivable - Garbage
$36,326.12
$0.00
$0.00
$0.00
Miscellaneous Receivable
($3,639.83)
$0.00
$0.00
$0.00
Gen Fund Due From Other Fund
$60,566.57
$0.00
$0.00
$0.00
Inventories
$11,386.62
$0.00
$0.00
$0.00
Prepaid Other
$20,283.89
50.00
$0.00
$0.00
Penny Sales Tax MMA
$0.00
$0.00
$0.00
$272,089.61
Underground Proj Pymt Fund - Checking
$0.00
$0.00
$16,267.29
$0.00
Cash - Suntrust MMA
$0.00
$0.00
$5,144.40
$0.00
Assessment Receivable
$0.00
$0.00
($10,171.77)
$0.00
Delinq. Assessment Recievable
$0.00
$0.00
$0.04
$0.00
Cash-Flagler Bank Water Utility Savings
$0.00
$1,859,957.32
$0.00
$0.00
Accounts Receivable - Water
$0.00
$246,045.38
$0.00
$0.00
Accounts Receivable - Reserves
$0.00
$26,891.97
$0.00
$0.00
Admin/Late Fee Revenue
$0.00
$4,127.93
$0.00
$0.00
Accounts Receivable-Backflow Preventer Test
$0.00
$4,830.00
$0.00
$0.00
Less: Allowance - Water
$0.00
($5,000.00)
$0.00
$0.00
Improvements Other Than Bldg.
$0.00
$3,727,426.95
$0.00
$0.00
Accum. Deprec.-Imp Other T Bld
$0.00
($1,247,915.46)
$0.00
$0.00
Equipment and Furniture
$0.00
$540,989.91
$0.00
$0.00
Accumulated Depr - Equip/ Fum
$0.00
($110,005.38)
$0.00
$0.00
Total Assets
$9,504,122.16
$5,057,348.62
$11,239.96
$272,089.61
-2-
General Fund 001 Water Fund 401 Underground Fund 155 Penny Sales Tax Fund 101
Liabilities and Fund Balance
Liabilities
Accounts Payable
Accrued Wages Payable
Accrued Compensated Absences
Accrued Retirement Payable
FICA Taxes Payable
Other Insurance Deductions
Deposit:Damage Bond/Plans
Deferred Revenue - Other
Deferred Revenue
Accounts Payable
Other Funds Due to General Fund
Water Accrued Wages Payable
Accrued Compensated Absences
Water Accrued Retirement Payable
Water FICA Taxes Payable
Deferred Revenue
Total Liabilities
Fund Balance
$27,515.64
$0.00
$0.00
$0.00
$23,034.54
$0.00
$0.00
$0.00
$0.48
$0.00
$0.00
$0.00
$4,741.01
$0.00
$0.00
$0.00
$1,733.69
$0.00
$0.00
$0.00
($348.21)
$0.00
$0.00
$0.00
$150,000.00
$0.00
$0.00
$0.00
$496,025.80
$0.00
$0.00
$0.00
$0.00
$0.00
($10,171.77)
$0.00
$0.00
$1,052.18
$0.00
$0.00
$0.00
$83,529.26
$0.00
$0.00
$0.00
$814.21
$0.00
$0.00
$0.00
$1,095.45
$0.00
$0.00
$0.00
($11,329.17)
$0.00
$0.00
$0.00
$62.28
$0.00
$0.00
$0.00
$10,689.38
$0.00
$0.00
$702,702.95 $85,913.59 ($10,171.77)
$0.00
Reserve for Dredging
$17,820.00
$0.00
$0.00
$0.00
Fund Balance
$8,783,599.21
$0.00
$0.00
$0.00
Fund Balance
$0.00
$0.00
$0.00
$272,089.61
Fund Balance
$0.00
$0.00
$21,411.73
$0.00
Retained Earnings - Unreserved
$0.00
$4,557,801.89
$0.00
$0.00
Retained Earnings - Reserved
$0.00
($124,282.84)
$0.00
$0.00
R/E Reserved For D/S and R & R
$0.00
$537,915.98
$0.00
$0.00
Total Fund Balance
$8,801,419.21
$4,971,435.03
$21,411.73
$272,089.61
Total Liabilities and Fund Balance
$272,089.61
$5,057,348.62
$11,239.96
$9,504,122.16
-3-
Town of Gulf Stream
Income Statement
General Fund as of September 30, 2022
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
Revenues
Property Taxes
Ad Valorem Taxes - Current
$0.00
$385,579.00
($385,579.00)
$4,623,456.02
$4,626,948.00
($3,491.98)
$4,626,948.00
Early Payment Discount -Ad Valo
$0.00
($13,924.00)
$13,924.00
($165,881.78)
($167,000.00)
$1,118.22
($167,000.00)
Interest on Tax Collection
$0.00
$212.00
($212.00)
$2,291.98
$2,500.00
($208.02)
$2,500.00
Total Property Taxes
$0.00
$371,867.00
($371,867.00)
$4,459,866.22
$4,462,448.00
($2,581.78)
$4,462,448.00
Fines
Judgements and Fines
$56.51
$413.00
($356.49)
$402.14
$5,000.00
($4,597.86)
$5,000.00
Violations of Local Ordinances
$2,035.00
$212.00
$1,823.00
$6,355.00
$2,500.00
$3,855.00
$2,500.00
$2,091.51
$625.00
$1,466.51
$6,757.14
$7,500.00
($742.86)
$7,500.00
Permits
Zoning/Code Review Fees
$11,320.86
$7,087.00
$4,233.86
$143,286.25
$85,000.00
$58,286.25
$85,000.00
Inspection Fee
$0.00
$25,000.00
($25,000.00)
$550,041.35
$300,000.00
$250,041.35
$300,000.00
$11,320.86
$32,087.00
($20,766.14)
$693,327.60
$385,000.00
$308,327.60
$385,000.00
Registrations
County Business Tax
$2,120.23
$137.00
$1,983.23
$5,062.79
$1,600.00
$3,462.79
$1,600.00
$2,120.23
$137.00
$1,983.23
$5,062.79
$1,600.00
$3,462.79
$1,600.00
State & County
Local Option Fuel Tax R&S
$2,814.49
$2,837.00
($22.51)
$30,294.31
$34,000.00
($3,705.69)
$34,000.00
FL Revenue Sharing
$2,271.70
$1,837.00
$434.70
$33,515.86
$22,000.00
$11,515.86
$22,000.00
FL Rev Sharing -Alcoholic Bev
$0.00
$37.00
($37.00)
$419.52
$400.00
$19.52
$400.00
Local Government 1/2c Sales Tx
$7,971.62
$6,250.00
$1,721.62
$89,236.92
$75,000.00
$14,236.92
$75,000.00
Fuel Tax Refund
$0.00
$112.00
($112.00)
$1,871.80
$1,300.00
$571.80
$1,300.00
Recycle Revenue Sharing
$0.00
$12.00
($12.00)
$14,664.73
$100.00
$14,564.73
$100.00
$13,057.81
$11,085.00
$1,972.81
$170,003.14
$132,800.00
$37,203.14
$132,800.00
Interest
Interest On Investment
$3,668.74
$5,837.00
($2,168.26)
$50,246.95
$70,000.00
($19,753.05)
$70,000.00
$3,668.74
$5,837.00
($2,168.26)
$50,246.95
$70,000.00
($19,753.05)
$70,000.00
Franchises
Franchise Fees -FPL
$16,852.68
$11,750.00
$5,102.68
$154,495.60
$141,000.00
$13,495.60
$141,000.00
Franchise Fees - Gas
$0.00
$413.00
($413.00)
$0.00
$5,000.00
($5,000.00)
$5,000.00
-4-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
$16,852.68
$12,163.00
$4,689.68
$154,495.60
$146,000.00
$8,495.60
$146,000.00
Local Communication Svc Tax
Communications Services Tax
$4,640.86
$5,000.00
($359.14)
$43,891.76
$60,000.00
($16,108.24)
$60,000.00
$4,640.86
$5,000.00
($359.14)
$43,891.76
$60,000.00
($16,108.24)
$60,000.00
Garbage Collection Fees
Garbage Collection Fee
$28,278.52
$13,138.00
$15,140.52
$165,947.43
$157,700.00
$8,247.43
$157,700.00
$28,278.52
$13,138.00
$15,140.52
$165,947.43
$157,700.00
$8,247.43
$157,700.00
Utility Service Tax
Utility Service Tax - Electric
$22,943.51
$16,663.00
$6,280.51
$207,024.05
$200,000.00
$7,024.05
$200,000.00
Utility Service Tax - Gas
$3,103.52
$1,087.00
$2,016.52
$18,870.01
$13,000.00
$5,870.01
$13,000.00
Utility Service Tax - Propane
$114.89
$1,087.00
($972.11)
$20,661.45
$13,000.00
$7,661.45
$13,000.00
$26,161.92
$18,837.00
$7,324.92
$246,555.51
$226,000.00
$20,555.51
$226,000.00
Contributions and Donations
Contributions - Community
$0.00
$1,000.00
($1,000.00)
$12,372.50
$12,000.00
$372.50
$12,000.00
$0.00
$1,000.00
($1,000.00)
$12,372.50
$12,000.00
$372.50
$12,000.00
Grants
Federal Grants - Other
$0.00
$20,555.00
($20,555.00)
$0.00
$246,671.00
($246,671.00)
$246,671.00
State Grants - Other
$0.00
$0.00
$0.00
$689.80
$0.00
$689.80
$0.00
Total Grants
$0.00
$20,555.00
($20,555.00)
$689.80
$246,671.00
($245,981.20)
$246,671.00
Other
Certification, Copies, Misc Or
$86.70
$212.00
($125.30)
$4,091.70
$2,500.00
$1,591.70
$2,500.00
Clerk's Charges & Fees
$0.00
$87.00
($87.00)
$3,108.15
$1,000.00
$2,108.15
$1,000.00
Other Contractual Agreements
$0.00
$1,250.00
($1,250.00)
$0.00
$15,000.00
($15,000.00)
$15,000.00
Other Miscellaneous Revenue
$0.00
$38.00
($38.00)
$0.00
$500.00
($500.00)
$500.00
$86.70
$1,587.00
($1,500.30)
$7,199.85
$19,000.00
($11,800.15)
$19,000.00
Total Revenues
$108,279.83
$493,918.00
($385,638.17)
$6,016,416.29
$5,926,719.00
$89,697.29
$5,926,719.00
Expenditures
Admin & General
Executive Salaries
$16,807.50
$11,700.00
($5,107.50)
$146,324.62
$140,400.00
($5,924.62)
$140,400.00
Regular Salaries - Admin
$51,636.58
$36,676.00
($14,960.58)
$373,384.43
$440,090.00
$66,705.57
$440,090.00
Contingency -Miscellaneous
$0.00
$30,152.00
$30,152.00
$0.00
$361,780.00
$361,780.00
$361,780.00
Overtime- Admin
$422.77
$416.00
($6.77)
$3,692.21
$5,000.00
$1,307.79
$5,000.00
FICA Taxes
$5,268.31
$3,477.50
($1,790.81)
$39,281.76
$41,730.00
$2,448.24
$41,730.00
Retirement Contributions
$7,875.40
$8,432.00
$556.60
$102,279.98
$101,140.00
($1,139.98)
$101,140.00
Life and Health Insurance
$25.22
$9,531.00
$9,505.78
$75,157.79
$114,317.00
$39,159.21
$114,317.00
Misc. Prof Svcs.- Building Inspections
$0.00
$25,000.00
$25,000.00
$550,041.35
$300,000.00
($250,041.35)
$300,000.00
-5-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
MiscProfSvcs -TH
$19,419.26
$4,163.00
($15,256.26)
$50,594.55
$50,000.00
($594.55)
$50,000.00
Accounting and Auditing Fees
$35.13
$1,413.00
$1,377.87
$16,722.95
$17,000.00
$277.05
$17,000.00
Property Trash Removal/ Mowing
$0.00
$413.00
$413.00
$1,909.78
$5,000.00
$3,090.22
$5,000.00
Travel and Per Diem - TH
$70.26
$587.00
$516.74
$3,795.33
$7,000.00
$3,204.67
$7,000.00
Communication - TH
$438.03
$1,337.00
$898.97
$11,417.33
$16,000.00
$4,582.67
$16,000.00
Postage
$180.00
$337.00
$157.00
$1,158.48
$4,000.00
$2,841.52
$4,000.00
Electric - TH
$775.52
$750.00
($25.52)
$9,837.68
$9,000.00
($837.68)
$9,000.00
Water
$3,023.58
$1,663.00
($1,360.58)
$20,692.93
$20,000.00
($692.93)
$20,000.00
Rental and Lease Expense
$383.63
$587.00
$203.37
$4,378.86
$7,000.00
$2,621.14
$7,000.00
Insurance - Liab/Prop/WC
$0.00
$13,851.00
$13,851.00
$211,230.00
$166,168.00
($45,062.00)
$166,168.00
Flood Insurance
$0.00
$587.00
$587.00
$7,030.00
$7,000.00
($30.00)
$7,000.00
Building Maintenance - TH
$3,707.55
$1,663.00
($2,044.55)
$20,171.15
$20,000.00
($171.15)
$20,000.00
Lawn Maintenance
$1,295.00
$663.00
($632.00)
$6,744.00
$8,000.00
$1,256.00
$8,000.00
Bird Sanctuary Maintenance
$0.00
$337.00
$337.00
$2,750.00
$4,000.00
$1,250.00
$4,000.00
Office Eq/Supp/Computer - TH
$592.96
$3,337.00
$2,744.04
$37,453.14
$40,000.00
$2,546.86
$40,000.00
Printing and Binding - TH
$4,261.18
$413.00
($3,848.18)
$7,292.41
$5,000.00
($2,292.41)
$5,000.00
Provision for Bad Debt
$222.55
$38.00
($184.55)
$222.55
$500.00
$277.45
$500.00
Legal Advertisement & Other
$0.00
$538.00
$538.00
$787.80
$6,500.00
$5,712.20
$6,500.00
Office Supplies
$866.46
$337.00
($529.46)
$5,337.29
$4,000.00
($1,337.29)
$4,000.00
Books, Membership, Training - TH
$275.00
$1,250.00
$975.00
$7,409.54
$15,000.00
$7,590.46
$15,000.00
Capital Outlay -TH
$480.00
$11,041.00
$10,561.00
$15,385.00
$132,500.00
$117,115.00
$132,500.00
$118,061.89
$170,689.50
$52,627.61
$1,732,482.91
$2,048,125.00
$315,642.09
$2,048,125.00
Fire
Fire Control Contract Services
$47,960.11
$47,907.00
($53.11)
$575,521.32
$575,533.00
$11.68
$575,533.00
Misc. Repair and Maintenance
$0.00
$87.00
$87.00
$0.00
$1,000.00
$1,000.00
$1,000.00
$47,960.11
$47,994.00
$33.89
$575,521.32
$576,533.00
$1,011.68
$576,533.00
Police
Executive Salaries
$19,665.83
$11,357.00
($8,308.83)
$145,437.42
$136,350.00
($9,087.42)
$136,350.00
Regular Salaries - Police Offi
$76,762.63
$79,630.00
$2,867.37
$843,967.46
$955,516.00
$111,548.54
$955,516.00
Overtime - Police
$962.71
$1,250.00
$287.29
$15,875.07
$15,000.00
($875.07)
$15,000.00
Incentive Pay
$799.06
$1,190.00
$390.94
$11,366.56
$14,280.00
$2,913.44
$14,280.00
FICA Taxes
$7,511.56
$6,698.00
($813.56)
$77,773.72
$80,387.00
$2,613.28
$80,387.00
Retirement Contributions
$14,818.64
$16,904.00
$2,085.36
$178,446.95
$202,793.00
$24,346.05
$202,793.00
Life and Health Insurance
$0.00
$0.00
$0.00
$6,000.00
$0.00
($6,000.00)
$0.00
Life and Health Insurance
($2,422.66)
$20,640.50
$23,063.16
$199,803.40
$247,686.00
$47,882.60
$247,686.00
HRA Benefit Payments
$1,861.88
$0.00
($1,861.88)
$11,443.39
$0.00
($11,443.39)
$0.00
Misc Prof Svcs - PD
$284.00
$2,375.00
$2,091.00
$5,018.00
$28,500.00
$23,482.00
$28,500.00
-6-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
Dispatch Service Contract
$0.00
$5,195.00
$5,195.00
$62,762.45
$62,351.00
($411.45)
$62,351.00
Travel and Per Diem - PD
$243.75
$150.00
($93.75)
$243.75
$1,800.00
$1,556.25
$1,800.00
Communication -PD
$572.13
$837.00
$264.87
$6,840.31
$10,000.00
$3,159.69
$10,000.00
Electric - PD
$374.59
$288.00
($86.59)
$3,327.31
$3,500.00
$172.69
$3,500.00
Water-PD
$30.03
$37.00
$6.97
$229.73
$400.00
$170.27
$400.00
Rental and Lease Expense-PD
$132.61
$163.00
$30.39
$1,458.71
$2,000.00
$541.29
$2,000.00
Building Maintenance - PD
$2,420.36
$837.00
($1,583.36)
$10,981.75
$10,000.00
($981.75)
$10,000.00
Vehicle Maintenance
$1,258.52
$1,000.00
($258.52)
$8,109.37
$12,000.00
$3,890.63
$12,000.00
Office Eq/Supp/Computer - PD
$238.75
$1,087.00
$848.25
$17,631.93
$13,000.00
($4,631.93)
$13,000.00
Printing and Binding - PD
$32.11
$125.00
$92.89
$1,293.51
$1,500.00
$206.49
$1,500.00
Uniform Cleaning
$353.10
$413.00
$59.90
$3,277.16
$5,000.00
$1,722.84
$5,000.00
Office Supplies
$58.89
$163.00
$104.11
$1,438.26
$2,000.00
$561.74
$2,000.00
Fuel
$2,996.44
$2,913.00
($83.44)
$42,917.13
$35,000.00
($7,917.13)
$35,000.00
Uniforms & Equipment
$556.00
$1,000.00
$444.00
$16,454.66
$12,000.00
($4,454.66)
$12,000.00
Books, Memberships, Training - PD
$0.00
$413.00
$413.00
$1,869.97
$5,000.00
$3,130.03
$5,000.00
Capital Outlay -PD
$58,251.58
$10,273.00
($47,978.58)
$95,580.18
$123,232.00
$27,651.82
$123,232.00
$187,762.51
$164,938.50
($22,824.01)
$1,769,548.15
$1,979,295.00
$209,746.85
$1,979,295.00
Streets
Regular Salaries - Streets
$6,912.40
$6,995.00
$82.60
$77,247.17
$83,929.00
$6,681.83
$83,929.00
Overtime - Streets
$0.00
$288.00
$288.00
$780.27
$3,500.00
$2,719.73
$3,500.00
FICA Taxes
$429.05
$546.00
$116.95
$4,673.77
$6,574.00
$1,900.23
$6,574.00
Retirement Contributions
$1,221.86
$1,323.75
$101.89
$15,935.87
$15,885.00
($50.87)
$15,885.00
Life and Health Insurance
($1,247.90)
$1,585.00
$2,832.90
$18,924.33
$19,053.00
$128.67
$19,053.00
Misc Prof Svcs - Streets
$6,970.54
$837.00
($6,133.54)
$27,252.48
$10,000.00
($17,252.48)
$10,000.00
Communication - Streets
$40.35
$87.00
$46.65
$702.21
$1,000.00
$297.79
$1,000.00
Electric - Streets
$2,358.17
$1,663.00
($695.17)
$24,778.72
$20,000.00
($4,778.72)
$20,000.00
Rental and Lease Expense
$0.00
$413.00
$413.00
$1,235.20
$5,000,00
$3,764.80
$5,000.00
Vehicle Maintenance- Streets
$0.00
$413.00
$413.00
$813.01
$5,000.00
$4,186.99
$5,000.00
Misc. Repair and Maintenance
$131.00
$1,663.00
$1,532.00
$12,543.45
$20,000.00
$7,456.55
$20,000.00
Misc.Other -NPDES
$0.00
$837.00
$837.00
$8,595.00
$10,000.00
$1,405.00
$10,000.00
Operating Supplies
$446.57
$587.00
$140.43
$2,671.89
$7,000.00
$4,328.11
$7,000.00
Uniforms & Equipment
$0.00
$100.00
$100.00
$572.63
$1,200.00
$627.37
$1,200.00
Road Materials and Supplies
$0.00
$1,087.00
$1,087.00
$0.00
$13,000.00
$13,000.00
$13,000.00
Capital Outlay - Streets
$3,931.82
$16,180.00
$12,248.18
$180,572.63
$194,160.00
$13,587.37
$194,160.00
521,193.86
$34,604.75
$13,410.89
$377,298.63
$415,301.00
$38,002.37
$415,301.00
Legal
Regular Salaries - Legal
$12,356.55
$10,087.00
($2,269.55)
$122,122.18
$120,989.00
($1,133.18)
$120,989.00
-7-
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
FICA Taxes - Legal
$945.27
$775.00
($170.27)
$9,342.30
$9,256.00
($86.30)
$9,256.00
Retirement Contributions - Legal
$1,914.80
$2,079.00
$164.20
$24,877.70
$24,893.00
$15.30
$24,893.00
Life and Health Insurance - Legal
$0.00
$1,587.75
$1,587.75
$18,932.33
$19,053.00
$120.67
$19,053.00
Contracted Legal Services
$33,891.55
$45,837.00
$11,945.45
$275,081.13
$550,000.00
$274,918.87
$550,000.00
Travel and Per Diem -Legal
$0.00
$125.00
$125.00
$720.23
$1,500.00
$779.77
$1,500.00
Communication - Legal
$40.37
$62.00
$21.63
$484.53
$700.00
$215.47
$700.00
Postage -Legal
$0.00
$12.00
$12.00
$0.00
$100.00
$100.00
$100.00
Printing and Binding - Legal
$0.00
$12.00
$12.00
$0.00
$100.00
$100.00
$100.00
Office Supplies - Legal
$0.00
$13.00
$13.00
$125.63
$200.00
$74.37
$200.00
Books, Membership, Training - Legal
$245.01
$413.00
$167.99
$3,707.55
$5,000.00
$1,292.45
$5,000.00
Total
$49,393.55
$61,002.75
$11,609.20
$455,393.58
$731,791.00
$276,397.42
$731,791.00
Sanitation
Garbage Contract Services
$28,359.59
$14,066.00
($14,293.59)
$168,486.43
$168,814.00
$327.57
$168,814.00
Misc. Trash Disposal
$0.00
$587.00
$587.00
$0.00
$7,000.00
$7,000.00
$7,000.00
Total Sanitation
$28,359.59
$14,653.00
($13,706.59)
$168,486.43
$175,814.00
$7,327.57
$175,814.00
Total Expenditures
$452,731.51
$493,882.50
$41,150.99
$5,078,731.02
$5,926,859.00
$848,127.98
$5,926,859.00
Net Revenue (Deficit)
($344,451.68)
$35.50
($344,487.18)
$937,685.27
($140.00)
$937,825.27
($140.00)
NET SURPLUS/(DEFICIT)
($344,451.68)
$35.50
($344,487.18)
$937,685.27
($140.00)
$937,825.27
($140.00)
-R-
Revenues
Water Sales
Water Sales
Total Water Sales
Reserve Fees
Reserves Fees
Total Reserve Fees
Interest
Interest On Investment
Other
Late Fees
Impact Fees -Physical Environm
Water Admin and Late Fees
Backflow Preventer Test - Revenue
Backflow Preventer Test Sale
Total
Total Revenues
Expenditures
Water Purchased
Water Purchased - Commodity
Water - Capacity
Water Purchased -Meter Charge
Backflow Preventer Testing
Total Water Purchased
Other Expenses
Regular Salaries - Water
Overtime - Water
Actual
Town of Gulf Stream
Income Statement
Water Fund as of September 30, 2022
Current Month YTD
Budget Variance Actual Budget Variance 2022 Budget
$260,119.38
$87,500.00
$172,619.38
$1,152,957.57
$1,050,000.00
$102,957.57
$1,050,000.00
$260,119.38
$87,500.00
$172,619.38
$1,152,957.57
$1,050,000.00
$102,957.57
$1,050,000.00
$23,040.00
$11,250.00
$11,790.00
$137,029.20
$135,000.00
$2,029.20
$135,000.00
$23,040.00
$11,250.00
$11,790.00
$137,029.20
$135,000.00
$2,029.20
$135,000.00
$840.61
$837.00
$3.61
$10,824.84
$10,000.00
$824.84
$10,000.00
$840.61
$837.00
$3.61
$10,824.84
$10,000.00
$824.84
$10,000.00
$0.00
$0.00
$0.00
$84.95
$0.00
$84.95
$0.00
$0.00
$413.00
($413.00)
$7,184.00
$5,000.00
$2,184.00
$5,000.00
$3,569.97
$1,250.00
$2,319.97
$20,454.22
$15,000.00
$5,454.22
$15,000.00
$3,569.97
$1,663.00
$1,906.97
$27,723.17
$20,000.00
$7,723.17
$20,000.00
$7,325.00
$784.00
$6,541.00
$6,965.00
$9,452.00
($2,487.00)
$9,452.00
$7,325.00
$784.00
$6,541.00
$6,965.00
$9,452.00
($2,487.00)
$9,452.00
$294,894.96
$102,034.00
$192,860.96
$1,335,499.78
$1,224,452.00
$111,047.78
$1,224,452.00
$95,268.00
$56,250.00
($39,018.00)
$801,650.54
$675,000.00
($126,650.54)
$675,000.00
$2,119.00
$1,838.00
($281.00)
$23,234.81
$22,100.00
($1,134.81)
$22,100.00
$7.42
$12.00
$4.58
$84.27
$100.00
$15.73
$100.00
$7,375.00
$790.00
($6,585.00)
$7,375.00
$9,425.00
$2,050.00
$9,425.00
$8,006.65 $4,757.00 ($3,249.65) $58,769.67 $57,029.00 ($1,740.67) $57,029.00
$0.00 $413.00 $413.00 $327.39 $5,000.00 $4,672.61 $5,000.00
-9-
Town of Gulf Stream
Income Statement
Water Fund as of September 30, 2022
Current Month
YTD
Actual
Budget
Variance
Actual
Budget
Variance
2022 Budget
FICA Taxes
$612.51
$390.00
($222.51)
$4,520.92
$4,746.00
$225.08
$4,746.00
Retirement Contributions
$0.00
$963.00
$963.00
$0.00
$11,512.00
$11,512.00
$11,512.00
Life and Health Insurance
$0.00
$1,585.00
$1,585.00
$17,568.45
$19,053.00
$1,484.55
$19,053.00
GIS/Mapping
$0.00
$413.00
$413.00
$0.00
$5,000.00
$5,000.00
$5,000.00
Water Sampling & Testing
$2,440.00
$663.00
($1,777.00)
$7,790.00
$8,000.00
$210.00
$8,000.00
Accounting and Auditing Fees
$0.00
$307.00
$307.00
$469.44
$3,750.00
$3,280.56
$3,750.00
Repair Services
$0.00
$1,130.00
$1,130.00
$12,223.26
$13,505.00
$1,281.74
$13,505.00
Software Maintenance Contract
$745.71
$837.00
$91.29
$3,161.99
$10,000.00
$6,838.01
$10,000.00
Communication
$77.86
$125.00
$47.14
$360.77
$1,500.00
$1,139.23
$1,500.00
Postage
$132.00
$125.00
($7.00)
$1,176.06
$1,500.00
$323.94
$1,500.00
Water Purchased - Commodity
$95,268.00
$56,250.00
($39,018.00)
$801,650.54
$675,000.00
($126,650.54)
$675,000.00
Water -Capacity
$2,119.00
$1,838.00
($281.00)
$23,234.81
$22,100.00
($1,134.81)
$22,100.00
Water Purchased -Meter Charge
$7.42
$12.00
$4.58
$84.27
$100.00
$15.73
$100.00
Backflow Preventer Testing
$7,375.00
$790.00
($6,585.00)
$7,375.00
$9,425.00
$2,050.00
$9,425.00
Electric - Chlorinator
$33.32
$38.00
$4.68
$277.32
$500.00
$222.68
$500.00
Rental and Lease Expense
$0.00
$337.00
$337.00
$5,000.00
$4,000.00
($1,000.00)
$4,000.00
Insurance - Liab/Prop/WC
$0.00
$4,625.00
$4,625.00
$0.00
$55,500.00
$55,500.00
$55,500.00
Vehicle Maintenance- Water
$0.00
$250.00
$250.00
$737.23
$3,000.00
$2,262.77
$3,000.00
Printing and Binding
$0.00
$38.00
$38.00
$147.75
$500.00
$352.25
$500.00
Provision for Bad Debt
$2,215.55
$327.00
($1,888.55)
($12,784.45)
$3,880.00
$16,664.45
$3,880.00
Misc. Operating Supplies
$769.75
$1,337.00
$567.25
$8,326.88
$16,000.00
$7,673.12
$16,000.00
General Office Supplies
$0.00
$87.00
$87.00
$826.81
$1,000.00
$173.19
$1,000.00
Uniforms & Equipment
$0.00
$163.00
$163.00
$713.63
$2,000.00
$1,286.37
$2,000.00
Books, Membership, Training -Water
$0.00
$163.00
$163.00
$532.75
$2,000.00
$1,467.25
$2,000.00
Depreciation Expense
$0.00
$12,087.00
$12,087.00
$0.00
$145,000.00
$145,000.00
$145,000.00
Renewal & Replacement Expense
$0.00
$413.00
$413.00
$0.00
$5,000.00
$5,000.00
$5,000.00
Capital Outlay- Water
$3,931.81
$11,571.00
$7,639.19
$106,321.20
$138,852.00
$32,530.80
$138,852.00
Total Other Expenses
$123,734.58
$102,034.00
($21,700.58)
$1,048,811.69
$1,224,452.00
$175,640.31
$1,224,452.00
Total Expenditures
$228,504.00
$160,924.00
($67,580.00)
$1,881,156.31
$1,931,077.00
$49,920.69
$1,931,077.00
Net Revenue (Deficit)
$66,390.96
($58,890.00)
$125,280.96
($545,656.53)
($706,625.00)
$160,968.47
($706,625.00)
SrIE
NET SURPLUS/(DEFICIT)
Town of Gulf Stream
Income Statement
Water Fund as of September 30, 2022
$66,390.96 ($58,890.00)
$125,280.96
($545,656.53)
($706,625.00) $160,968.47 ($706,625.00)
-11-
Town of Gulf Stream
Income Statement
Undergrounding Fund as of September 30, 2022
Current Month
YTD
Actual
Actual
Revenues
Non -Ad Velorem Taxes
Ad Valorem Taxes - Current
$0.00
$0.00
Early Payment Discount -Ad Valo
$0.00
$0.00
NAV Taxes - Fees
$0.00
$0.00
Total Non- Ad Velorem Taxes
$0.00
$0.00
Interest
Interest On Investment
$0.17
$52.27
$0.17
$52.27
Other
Assessment Revenues
$0.00
$282,614.78
Interest On Investment
$0.17
$52.27
Interest Revenue on Assessment
$0.00
$144.65
Admin Fee Revenue
$0.00
$0.00
Refund Prior Yr Expenditure
$0.00
$0.00
Miscellaneous Revenue
$0.00
$0.00
$0.17
$282,811.70
Total Revenues
$0.34
$282,863.97
Expenditures
All Expenses
GIS/Mapping
$0.00
$0.00
Engineering Fees
$0.00
$0.00
Prof Svcs - Design Survey Work
$0.00
$0.00
Prof Svcs - Project Management
$0.00
$0.00
Prof Svcs - Const Survey Work
$0.00
$0.00
Prof Svcs - Project Admin
$0.00
$0.00
Prof Svcs - Assessment Consult
$0.00
$0.00
Accounting and Auditing Fees- UG
$0.00
$0.00
Cont Svcs - FPL Fees
$0.00
$0.00
Cont Svcs - Street Light Syste
$0.00
$0.00
Cont Svcs - UG Construction
$0.00
$0.00
Town of Gulf Stream
Income Statement
Undergrounding Fund as of September 30, 2022
Current Month
Actual
Cont Svcs - Pre Const Landscap
Cont Svcs - Post Const Landsca
Cont Svcs - AT&T Fees
Cont Svcs - Comcast Fees
Legal Advertisement & Other
Discount
County Admin Fee
Misc. Expenses
Debt Service - Principal
Debt Service - Interest
Total Other Expenses
Total Expenditures
Net Revenue (Deficit)
NET SURPLUS/(DEFICIT)
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.34
$0.34
YTD
Actual
$0.00
$0.00
$0.00
$0.00
$0.00
$9,607.70
$2,702.89
$0.00
$263,738.57
$5,512.14
$281,561.30
$281,561.30
$1,302.67
$1,302.67
-13-
Town of Gulf Stream
Income Statement
Penny Sales Tax Fund as of September 30, 2022
YTD
Actual
Budget
FY 2022 Budget
Variance
Revenues
Discretionary Infrastructure Tax
$82,591.59
$50,000.00
$50,000.00
$32,591.59
Interest On Investment
$1,150.37
$250.00
$250.00
$900.37
PST Balance Transfer In
$0.00
$49,750.00
$49,750.00
($49,750.00)
Total Revenues
$83,741.96
$100,000.00
$100,000.00
($16,258.04)
Expenses
PST Fund Contingency - Miscellaneous
$0.00
$0.00
$0.00
$0.00
Infrastructure Capital Outlay
$0.00
$100,000.00
$100,000.00
$100,000.00
Total Expenses
$0.00
$100,000.00
$100,000.00
$100,000.00
BEGINNING FUND BALANCE
$188,347.65
$0.00
$0.00
$188,347.65
NET SURPLUS/(DEFICIT)
$83,741.96
$0.00
$0.00
$83,741.96
ENDING FUND BALANCE
$272,089.61
$0.00
$0.00
$2729089.61
-14-
LU
w
F-
F
�/
w
Cl)
®
a
N
o
W
N
LL
o
M
J /C
W
a�
E
c�
D
cn
4-
O
W
a
a
z
0
H
Z
W
Z
0
U
0
W
J
m
Q
N
W
Q
a
Z
O
H
U
W
N
L
W
M>.
W
L
Q)
E
I
U)
0
U
m
W
a�
cB
Q
E
O
U
Cal
I
%Ztl't,S
%08'8Z
%(t V' {6 t
%££'9t,
%g 98n
% OZ'£L
°1o(tr�
ZVLtZZ
EVOZE:
91017t,
t?988£
OL98Z
69' 9€
ON t?
6WZ-BLO:Z
...................
%0£'L-
176£ZtZ
OZ98£
Z£8Z£
60b6£
L9LL£
17£SO£
Z£Z££
8tOZ-LtOZI
......................
.....
0£t6ZZ
61£8E
L086£
6 66£
OOL9£
WEVC
666E
_. L:LOZ-%OZ
%69'L
S008tZ
Mot
L8t6£
9089£
6tOt£
6LV0£
Z££tb
9tOZ-StOZ
°1o:9b'9 .. ..........
9L£ttLZ.
LCO££
NMI
9906E
Z96Z8
LS99£
566:�£
9LQZ-trtOZ:
%LS'L
LL£tOZ
8900E
t009£
Z96Z£
8VSt7£
8S£S£
OSvZ£
tLOZ-£tOZ
EOZL$
................................
2ZQ6Z
ELOZ-ZL02
sialan S/9 lelol
%a>Z'6 ... `.
LSLt�£Z
SZ6Zt,
Zt'099
UL 9c
ZOb £
Ob8t>Z
tL£ZE
ZZOZ-1 ZOZ
%89'L-
688VLZ
VZ£L£
Z6tV£
£S£S£
9999Z
ttL8Z
8£LZS
tZOZ-OZOZI
9/oZ5'ZZ69LZ£Z
ELt.,09 :
.. ........
Z£ L l £
. ..
117917E
69EEZ
ELLSZ
_
SL£LS
....... ..
OZOZ-6COZ.
%t�Z'L
09668 t
8L£LZ
£S t6£
V.L£££
969£Z
S£90£
Sv8S£
6 WZ-8 tOZI
%/W 8`
£S 4LL L
i768Z£
6S 18Z ::
4b0$E
£SZ t$
LBLt!Zl.
6 LM
OAZ-L tOZ
% tZ'Ot
869E6t
096Z£
Z80b£
L90V£
6ZS0£
99L8Z
Z8t££
LtOZ-9tOZ
l8OEE:
'S:LS££ :::
SZ.L.6Z
£6LbZ
8L9SZ
ZL6$Z
MZ-SL(3Z
%9t7'9-
0£b8t7 t
9£6ZZ
L99LZ
L t99Z
660ZZ
£O t9Z
996£Z
S tOZ-V Wz
°lo9E'0
£L98Sa
t7£EZZ
Eb89Z::::::
::9Z 9Z
f7Z89Z
S696Z
L999Z
t: QZ-£>:OZ:
%LZ'6
SOt8St
98££Z
SSv£Z
6-V6LZ
OSZ9Z
ZLOZ£
V66VZ
£tOZ-ZtOZ
sauaoH AI!We3 a16ulS
%68'6t
890LZ
LZ917
OZt8
Zbtb
bSb£
690E
99V£
ZZOZ-tZOZ
8L9ZZ
8688
SOv£
£bE£
090E
8EZE
t tt79
tZOZ-OZOZ
%S£'tl 6
t£60Z
L099
99LZ
89t£
096Z
L09Z
469E
OZOZ-6 WZ
90£8L
9t6Z
L99Z
000E
VE9Z
ZLEE
. ..... ..................
£t9E
. ... .........
6.LOZ-!RWZ
%9E'9
8£60Z
6Z8£
8Z8Z
099E
888E
69££
vL££
8 tOZ-L WZ
:Z- .... ..9896L
$t 6£
U t£
tL kE
S9Z£
WT.UK
L LQZ-9tOZ
%06'8t,-
t99SZ
896E
968Z
L8Z£
2LZ
£69Z
9600 t
9 tOZ-S Wz
9/o$E"S9 .:.::
t�61 OS
Z�6L
68ZO t
ZL86
�LZL
Z95$
99Z9
5 WZ-� tf3Z
%OZ'£L
09£0£
2909
b9L9
6S£ti
v£VS
099E
960V
v Wz-£ tOZ
€t! Z..: ...'
6ZSLt
8t_V£
£8S£
68Z£
OLZZ
9ZSZ
cvvz
£a<OZ-ZtOZ
%Z6'9Z
8ZZE t
%. ':67
PQ.0.9- . .
ZZb.04
%60't7-
%Z9' 0 t
960 t t
%:8Z t L :::
tC00 C:
%LZ'Z-
%£Z' t-
90£ t t
%90` t-
9/09£"EZ':.
L17VL t
%t t'6Z
%££'6t
L£6t,t
%061.'8
...................
°ToOb' t
.
L tSZ.t
%OL'9
%OL'9
bt£Z t
°/abS aZ'
%at�S t.Z- ::.
695 t
£ t-Z t1.3 2Avd ]A 2Jv3.1 d3S/?IVAA
3Sb8 W02j3 snOIA3�Id W02i3 H:DVD GIA
3`JNVHO % GiA 39NVH0 % al l
dolanaa Allwe3-IIlnn
6Z6t
�99£
990Z
LLOZ
£6Lt
669t
ZZOZ-tZOZ
..............................................................................................................
659E
E95t:
Z086
£Z9L .....
OZt
9S£Z
.
LZOZ-OZOZ
99LZ
OSb t
ZOL t
99L t
OZ9 t
ELL t
OZOZ-6 WZ
.. ..................
6ttt
.............................................
0£t,t
£L6t
LL1a ..
....................................
916E
9£6t
..........
6WZ-9LOZ
MV I
SZS t
6£6 t
L t tz
9LOZ
6£ZZ
MZ-L WZ
89fit:::
tL8t
8661
£ ZZ ::::8691
662
L z-9tOZ
C92
9LLZ
t£OZ
SOS£
80ZZ
t9ZZ
Mz-StOZ
.........................................................................
£SLZ
06£Z ::
:IZ£Z
606
ZOOZ
..............................
ZVLG:
..... ....
9Az-tiIOZ
9L9t
V6£Z
L9tZ
06ZZ
£tOZ
b08t
W-£tOZ
.............................................................................
V.S6t
8tOZ
9,061
6LOZ
£ZOZ
.........................
069L:
. ... ...
£WZ-ZtO
sluauadolana4
lelluaplsa�:l-uoN
d3S-ony
Inr-Nn
kVMJdV
?JVN-8dzl
NV -03a
AON-100
�jtf3. ,�:j Wm 1SN00
suolleO to spuesnoyl ul
3sn AlH1NOW-18
UM 2 J Q F— 1 W 0 0 0- (n (!) Q J J O z u) M— J J W o
O O O O O O
O O o O O O O O
O O O O O O O O
O O O O O O O O
N N V O N O O
Cl) N N N N d
W D
Q
Q
Q O
�
Z
z
m
O
D
d
W
W U
Q
Q
W
0
O
I n
N
N
LL
lL
0
F
M
U-
z
w
>w
W
m
Q
W
i
J
Q
U
U-
Q
W
w
0
1
0
0
Ix
W
a
z
J
J
m
LV
ii
u
z
z
w Q
a
F O
Z ; F
fs, W W W W F
d W 0 � W O A V a
0-4
o��
� a W A H V O 0.4
Q w w
�* OWU O d
co
N
N
z
W
z
Q
Z_
Q
O
=tf—=QzOOZZ�QpO>
u-DOO cwwI=--a�—o U
OO�J W
UZ0OOQ0z
OZiLO WOWWILW
(_nQHU' W W
WOW Q Z O m W Z
0U2J� ZZWWOE
U OE
ZQO � tL
WQ�QZWo°Z) a--0�J(AW
LQ-
W�H a-wU)
Q 0 H W C:)Q = W— U
2�LLLL tiUw��Q>::j
HE— Oz OZ Z2iOLL
�Cnz0Q J J JW— wZ
0Lp~W�� �- ZaO
U?��U�JZ 0 Z
ZUWWiLXWOZWD U)�—W
OO
pOQ�<Www—QJmz
0�o�oQ(n Tz[Z>0
O
O
O
"0
a)
()
C
a)
>,
X
a)
i=
U
O
N
E
p
0
L
10
O
U
0-
cif
°
p
d
N
E
Q)
U)
O
O
0
o
cn
O
U
-C
�
a)
u
70
a
a)
°
�'
_0
vi
c
—
U
cu
c
0
CO
W
OL
0-
O
a)
CU
O
o
ti
+.
0a)CU
c
U
U
cu
N
rYri
M
W
X
�
(U
o
-0p
O
cU
cu
-C
U
W
U)
O
IL
C)
~
C:cB
°
a)
O
c
X
°
C
C
W
Q�
W
2!'
_0
0
cts
O�
W
o
cn
D�
W
X
O
Q
CB
O
U
C
O
>
Q
L
�
U)
cz
(te)
C
co
O
O
0-
a)
N
L
co
c
~
a)
O
N
0
C 1
C1
c
>+
o
—
..-
O
a)
�.
co
a)
a)
O
a)
o
a)0
O°
>
O
Q
g
U)
cn
E
O
U
O
�O
N
U
N
C
"_
a)
7
COW
ca
cn
a)
W
H
O
Z
O
O
U
j
W
_
m
0
Q
O
W
m
O
>�
>
Q
Q
Q
_
Of
O
J
lL
z
O
U
m
Q
a
w
t--
a)
"J
�
Q
5
�O
>
p
-0
L)
p
2 C)
O
0
a)
L
o
co
"
U'
a)
c
'-
o
0
CMa
O
a)
o
�'
m
p
OU
O
�
x
0
+'
cn
W
0
c-
°
a)
L
C
U
O
C
-FuL
a)°
_0
CU
"0L
o
o
O
o
W
E
cts
a)
C
U)
o
Ct5
p
co
E
Ci3
0
Lm
Q
U)
ca
-
o
_
O
W
LU
Q
2
Q
~
m
w
W
w
U
a)
N
a)
~
o
-p
0
U
a)
a)
E
a)
E
0
E_
cts
O
L
co
o
a
L
O
a) =U
`
—
o
a0i
L
-0
N
U)
Q
W
c W
cn =
>
(�
CU
(
y
a)
U
ca
-i
X
c
C4
(n
Q
W
W
=
�
°
c
}
E
co
L-
�W/
W
2
O
Z
r
J
O
O
Z
O
c
O
()
cn
N
c
O
N
cn
C�
c
O
a)
U)
a)
cn
.p
-0
v)
a)
4--'
C
a)a)
:EY
C
cu
(n
O
I—
O
`�
O
U
c4
-°
U
.0
f—Q)
0-U)>
E
_
co
(n
C
O
t—
-C
U
Ln
M
O
U
a�
°
U
O
N
!EU
-0"'
C
C
:0)°
O
a-U
0
L
U
>
Q
�
U
>;
+�
C
O
O
O
Q-
a)
>,
`i
>
C
a)
O
a)
°
a)
U
O
C
O
U
C L
cB
=
°
O
-
°
O
>
o
L
°
0
cn
I--C
O
O
O
>1
"O
_
p
O
a)
a)
0
>
-0
U
O
L
O
O
U
Q
C6
L
O
O
70
C
a)
O
0
V
Q
O
Q
fn
,�
—
c
a)
3
a)O
aj
CB
O
L
a)
C
-
_
�
O
cn
>O
Q)
�
O
�
L
C
M
C
°
.
O
U
-
a)
0a)
B
a)CL.
a)
L
C6
+
U
C
L)
U
C
C
O
Q
a)
a)
U
�
Vi
H
—
a)
>
W
cu
a)
O
L
co
>
Q
C6
C
to
C2
U)C
-C
C)
O
a)
y-
c
O
cn
L
LU�
Co
d
p
Z
O
>1
-0
�
E
m
�
(�
O
a)
c6
L
CTS
0
N
Q
�ti
cfl
p
C
W
O
o
O
U)
O
a)
a)
N
Q
cz
CO
Cn
Cn
Cl
-0
0
N
WE
O
U)
Cn
E
O
U
C6 O
H OWW� O�Oq� wow O�
R''gv1E-g°00�0�0 �W
O� xWw�Z�U0--1 Wa
w�,�W,�oWo 00gwzwwPi
d'O E-E--�E--�F'xgOo� E-Ex-lo0
Q'O p,�O���p��0o aZ�0oP1
w LOW�wzZZ�ZoWq�No
Z� Ex mwWoC) E-- .q E--+
�: C)F�CD xxoP4 W�:) 4 W
OW �C)u E:PF+��O�gUO�w
O�wZOzQiL)L)�wwpxzoow�o�oE�wHEwZ�—WF xW�wx°�oO0°o'ZF�gUz`0'0
�'�wLoE—E-��Om� ZWE-'U 4,W.�
zn� C)C) �OWoZPO-U)wO
wrz= a�
o�q
H wzCJ W OZOE-OPi14��`
zU xOP-E���WE.- T,Cj , -4WZW�
F El� oo�wwx�OZw��
qa ZWxOgOzO� )X :;�wP��xoZ
z cc
W E-
a xQ0�a���FW wwE--q
'-' q O U Pa
U� OZZOZw��E-+ZU� Ox�QZO
Pew z4gwwLO
xHCq ZO�HZ�wF,
PP-4co
z 14, 'EE' C:) W P� &-4 5 E.
z= w�z� O
� �IOZZZQ'���gE�,+�E,
� ��� mC)EP4 �fWz��PO-iFx
N
N
z
W
Z
z
O
zLL JQOJ>U) zO
O(D0 �w0 LL -i
O W -i f- — LL Q 0
_ Z Z
LLLpoU JO OOUQ
O Or—�Z)—wZUL
=Z�'U Q(D=ap pw
H
~ODzPi j0�Op
W
LL~��Qf Q2iaw >
Ow O=zU
�U~U2ww�F-
QWH Mcn =—LLLL
w
_O w
QOQ�OJF=w0 z0
J W - _
Z Q W > LL Q
p— d C� U w W 0 (D (D
O�2ZQ�pzWJ�ppw
Q p Z Q O w Q Q--
� Z —
zOPZ2���wUww�Q�
QUwQOwwwZv)0�aa0
J
/
�LL
O
Z
O
E
Qi
y
Cl)
E
O�
;
O
p
1W
°
Qi
U
0
L
;
O
O
L
O
ca
°
_N
°
^�`
L
O
a)
y�
4-
O
_
c6
O
L
O
F-
w
2
LL
O
U)
O
O
W_
m
C)2
Z
O
Go
U)>
>
O
J
O
w
Q
Q
LL
F-
Z
U
Q
0-
w
_
C)
c
a�
0
to
O
o
0
U
H
c
V)
>
°
U_
Qc
�
N
U)m
—5
o�
L
a�
O
3
noc�
a)
O
}
�_
O
O
_�
c�
(�
``/^�
°°
d
U)
CD
`
a)°
�.
Q
o
ca
+-�
M
E°
N
p
>
z
4—
+_
C:
O
m
M
p
Q
E
°
�
3:
N
c
L
O
Q
°
U)
°
cZ
-2
O
cn
>,
°
a)�O
Q
a)O
c6
-
O
U
a)"
_C_D
0)
c
c
O°
cn
O
(n
E
(0
(D
C:
3
O
�
L
`~
�,
—
T
Eo
E
j
O
U)
c
C
O
O
U)
20
-°
a
(n
m
o
Q
c
°
c
cn
cn
NoO
c
O
O
ca
c�
C:
p
W
p
7
LLUU
cot
VJr^
w
m
H
Z
U
O
N
4-
0
O
Q
W
Z
O
0
W
Z
O
U)
0
Y
W
J
Z
O
H
w
Z
O
U)
0
_o
N
N
Z
LLI
Z
Z
O
zJaOU)mOOQz<
Epp Z LLLLW-
0OowF�p w>C�
LLJpUZO �OZ
wOWOJ�w map
F-3:z—Oz v0
J
L 03:W �f } >ZLL
W L
>0 L.LOpz
O=U~QC�<m>OUz
UWmWUzO w�Ow
z F-QWW WU�
QO� m�� U[LQ
Z Z UQ)�Z�—UpQ W zp0-C9U(LLI
W�Zzz—o0>
O�ZpF- 0—
U
Wz —ppW w
zO�2WwoQwLLOLL
<0w<0w<uwOLLW
(1) c O 0 c 0)-0 72 a) L U �+ c
1�♦
0 O ° -0 � o
L O v>J U)O c c O Z Ocu
� O E
E O Om
U
c 0 n m cp
O U cn nJ 0 m
a)cu 0) _
a) 4 O n O =O n nn LU- oO c U cu ca 0) (D c 2Q U) a
a a) o c
F- o�Fa) E o
o ,.cn
� Q E E
U) cU u c Z O a) O �
� _� ° o t� a)
o o
O Z c OO O
co
O _ LO "O a) -C t W LL p O O U
fQ cn i-
Q) 0 0 0O U 0 a) - a 4- c
Q4- Z 'U° O O O O ac6OO � ) CU
O
° L (n 0 N p O 0 4 0)L o a a)o
Mp mi 4 O c 4-a) z U c 0 0 5 c L w
c c c a3 ca L = c c Y U p a) O L O c
c-5 c: :3 = c =3 D Q U m O a)
o>�a OQ
nz
O
c E O a 07�° (D UQa)
o E 0 U) pw a) o 7o
v -0 cO m Oc� U) m c °
U) a) w cU -0 '5 mo 72 E ° �i� a) 0 o ao E —-10 c
I .o O w W Q (D ° O
L a3 > a)
E � �c o O0 L Oai
Q -cou
z z
au)LcU u E E UE ° w c O cL °
I--
O 0 W c
o
cu
Q c vi a) � E ui a c 'vi M QU-° Q -a c Q Q �i °Q—
cc)c
LU
Q o ,Q° O L O 4
Z cza�
o c -C c�a ca o Z
a�
a�
a) 0- 0 H-0 = c F W � m C:
c
U
N
o
>
O
Q
a)
�
O
N
o
C
O
4—
O
O
(Q
O
�
�
U
o
O
c
(0
O
U
U
•c
Op♦
E
i
�
N
U
O
o
O
Q
Ca
o
c
O
0
O
>
N
_0cu
O
c
fn
O
�
C�
O
c
O
Ca
cu
c
(B
"O
c6
O
Q
>
O
L
O
ca
Q
o
c6
coi
�
O
-2
O
O
a)
co
c
O
U
co
o
�C,;
O
to
C
c
72
0
},
O
Q
-
O
c
O
O
U
O
U
c
O
U
U)
°
N
N
U
O
Imo—
O
cn >
N
o W
o
~
>_
-0
L
o
U
—
c
°
O
4 U O
N
0 U)
(n
c
-a
cu
3
c
03
O
Q
N
0
U
O
cu
Q
L
O
O
0)
c)
cn
O
O
.2
U)
a)
U)
.a
o
c4
N
Q
_0
a)
L
O
Q
cz
>'
,--
O
0
co
�
N
O
cu
N
C
L
E
(6
U
c
O
�
L
d
o
Q
cu
4--
0
U
L
Ln
U
ca
z
Z
Q
4
t
O
O
cn
L
~
cB
CL
Q
W
U)
Q
a
O
O
cn
T
E E
O
0
Cc:)
N
cu
W
Z
O
Ur^)
VJ
0
W
Z
O
'
`V`^J
VJ
0