4-25-16 Agenda PacketCITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
April25, 2016 -6:30 PM
AGENDA
Invocation and pledge to the flag
Call to order
1. A.
B.
Approve the minutes ofthe Commission Meeting of April11, 2016.
Approve the minutes of the Commission Roundtable Meeting of April11, 2016.
2. Courtesy of Floor to Visitors
A. Presentation on the Transportation Improvement Program (TIP) for Fiscal Years 2016/2017
through 2020/2021 by Denise Bunnewith.
B. Arbor Day Proclamation.
3. Unfinished Business from Previous Meetings
A. Eagle Scout Project to install a permanent T -ball outfield fence at Russell Park.
B. Public Hearing-Request for a Waiver from City Code Section 24-272 -Environmental
assessment and protection of wetlands and environmentally sensitive areas to allow
development within the 25-foot upland buffer and to allow offsite wetland mitigation (980
W. 14th St.).
C. Appointment to the Board Member Review Committee.
D. Authorization for City Manager to sign the Guaranteed Maximum Price Amendment and
related documents needed to proceed with construction of police building renovation upon
adoption of Ordinance No. 20-16-137, amending the FY2015/2016 Operating Budget.
4. Consent Agenda
ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED TO BE
ROUTINE BY THE CITY COMMISSION AND WILL BE ENACTED BY ONE MOTION IN
THE FORM LISTED BELOW. THERE WILL BE NO SEPARATE DISCUSSION OF THESE
ITEMS. IF DISCUSSION IS DESIRED, THAT ITEM WILL BE REMOVED FROM THE
CONSENT AGENDA AND WILL BE CONSIDERED SEPARATELY. SUPPORTING
DOCUMENTATION AND STAFF RECOMMENDATIONS HAVE BEEN PREVIOUSLY
SUBMITTED TO THE CITY COMMISSION ON THESE ITEMS.
A. Acknowledge receipt of the Financial Report for March 2016.
5. Committee Reports
None.
6. Action on Resolutions
A. RESOLUTION NO. 16-02-Public Hearing
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA, DESIGNATING THE
PROPERTY LOCATED IMMEDIATELY NORTHWEST OF THE INTERSECTION OF
AQUATIC DRIVE AND ATLANTIC BOULEVARD ON BEHALF OF TBR AQUATIC
OWNER, LLC, AS A BROWNFIELD SITE.
1
7. Action on Ordinances
A. ORDINANCE NO. 33-16-21, Public Hearing and Final Reading
AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, FLORIDA, AMENDING
CHAPTER 2 OF THE CODE OF ORDINANCES, ADMINISTRATION, ARTICLE II, CITY
COMMISSION, AMENDING THE BOUNDARY OF SEAT 2, DISTRICT 1308 AND SEAT 3,
DISTRICT 1307 OF THE CITY COMMISSION, AND ADDING A MAP SHOWING NEW
BOUNDARIES, AND PROVIDING FOR SEVERABILITY, AND PROVIDING DIRECTION
TO STAFF, AND PROVIDING FORAN EFFECTIVE DATE.
B. ORDINANCE NO. 20-16-137, Introduction and First Reading
AN ORDINANCE AMENDING THE OPERATING BUDGET FOR THE CITY OF ATLANTIC
BEACH, FLORIDA FOR FISCAL YEAR BEGINNING OCTOBER 1, 2015 AND ENDING
SEPTEMBER 30, 2016 FOR THE PURPOSE OF ADDING FUNDS FOR THE
CONSTRUCTION OF THE POLICE BUILDING, AND PROVIDING AN EFFECTIVE DATE.
8. Miscellaneous Business (Discussion only)
A. Request from Fleet Landing for a Proposed Amendment to Declaration of Restrictive
Covenants.
9. City Manager
A. 90-Day Calendar (May 2016 through July 2016).
10. Reports and/or requests from City Commissioners and City Attorney
Adjournment
Please Note: This meeting will be live-streamed and videotaped and can be accessed by clicking on the
Commission Meeting Video tab located on the home page of the City's website at www.coab.us.
If any person decides to appeal any decision made by the City Commission with respect to any matter considered at
any meeting, such person may 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 shall include the testimony and evidence upon which the
appeal is to be based.
Any person wishing to speak to the City Commission on any matter at this meeting should submit a request to the
City Clerk prior to the meeting. For your convenience, forms for this purpose are available at the entrance to the
Commission Chambers.
Every effort is made to indicate what action the City Commission is expected to take on each agenda item.
However, the City Commission may act upon any agenda subject, regardless of how the matter is stated on the
agenda.
In accordance with the Americans with Disabilities Act and Section 286.26, Florida Statutes, persons with
disabilities needing special accommodation to participate in this meeting should contact the City Clerk by 5:00PM,
Friday, April22, 2016.
2
MINUTES
REGULAR CITY COMMISSION MEETING
April11, 2016
IN ATTENDANCE:
Mayor Mitchell E. Reeves
Commissioner Mitchell R. Harding
Commissioner Jimmy Hill
Commissioner John Stinson
Commissioner M. Blythe Waters
Invocation and pledge to the flag
CITY HALL, 800 SEMINOLE ROAD
City Attorney Brenna Durden
City Manager Nelson Van Liere
City Clerk Donna L. Bartle
Recording Secretary Nancy E. Bailey
AGENDA ITEM #lA
APRIL 25, 2016
Commissioner Stinson gave the Invocation, followed by the Pledge of Allegiance to the Flag.
Call to Order:
City Clerk Bartle called the roll and Mayor Reeves noted that a quorum was present. Mayor Reeves called
the meeting to order at 6:34p.m.
1. A.
B.
Approve the minutes ofthe Commission Meeting of March 28, 2016.
Approve the minutes ofthe Neighborhood Meeting ofMarch 19, 2016.
Mayor Reeves asked if there were any corrections to the above minutes. There were no corrections, so
Mayor Reeves stated the minutes will stand as submitted.
2. Courtesy of the Floor to Visitors
Mayor Reeves opened the Courtesy of the Floor to Visitors. Mayor Reeves explained the process for
public comments. He recognized former Mayor Mike Borno in the audience.
A. Presentation by Joshua Ashby, CEO of Fleet Landing on their request to amend the
Declaration of Restrictive Covenants on land adjacent to Fleet Landing.
Joshua Ashby, 1 Fleet Landing Blvd., CEO of Fleet Landing, explained Fleet Landing and certain Ocean
Walk property owners have agreed to a transaction to purchase the Estates of Atlantic Beach property. He
gave a presentation regarding their request to have Atlantic Beach amend the deed restrictions, showing a
slide of the site. He stated their intent is to develop additional multi-family housing for seniors. He further
stated in the deed restriction amendment they would remove the development restrictions, with the exception
of the one regarding how the property is accessed. He stated they would maintain that restriction clarifying
that the property is only to be accessed through Fleet Landing on Fleet Landing Blvd. Discussion ensued.
Mr. Ashby answered questions fi·om the Commission. City Attorney Durden stated this will not require a
Public Hearing but will need to be at a public meeting. She asked that Mr. Ashby provide documents, such as
title work, survey, and back-up documents, before she could advise the Commission from a legal perspective
whether the amendment to the declaration was appropriate. Mr. Ashby stated he could provide that within 24
hours of her request. It was the consensus of the Commission to put this on the next agenda as an item for
discussion and bring it back on May 9 for action. Ms. Durden stated it would come back as a Resolution.
She stated she believes it would also be important for the Commission to hear from the Estates of Atlantic
Aprilll, 2016 REGULAR COMMISSION MEETING
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APRIL 25, 2016
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Beach and have a request from them requesting the amendment. Mr. Ashby stated they will provide a written
request and ask that they attend the meeting. Further discussion ensued. Mr. Ashby answered additional
questions from the Commission.
Item 8A was taken out of sequence and acted on at this time.
SA. Eagle Scout Project to install a permanent T -ball outfield fence at Russell Park.
Recreation and Special Events Director Timmy Johnson explained the request, stating Mason Dudley is
working toward his Eagle Scout badge and one of the requirements is to complete a service project. He
introduced Mason Dudley who explained his project. Travis Stratmann, 12225 High Laurel Drive, President
of Atlantic Beach Athletic Association (ABAA), further explained the project. Mr. Stratmann answered
questions from the Commission. Discussion ensued. It was the consensus of the Commission to put this on
the next agenda for action.
Nancy DeCandis, 515 Sturdivant Street, addressed the recent Gate open house and questions presented to
Mr. Peyton that he could not answer. She asked who does she ask for those answers.
Chris Jorgensen, 92 W. 3rd St., addressed the Gate meeting, stated he supports the Brownfield project,
supports the variance on 14th Street, and was disappointed the Town Hall meeting was cancelled.
Mike Borno, 223 Ocean Forest Dr. N., addressed the Fleet Landing proposal, stating it benefits the home
owners, Fleet Landing, and the City and he is in favor of it. He expressed concern about stormwater drainage
stating too many buildings are not providing the 50% pervious surface. He asked the City Manager to
provide an audit summary for the past 2 lf2 years of the permits issued, including the square footage of the
lots, the footprint of the approved structure, the amount of pervious and impervious surface and what goes
into the consideration of pavers.
Diana Townsend, 266 Poinsettia St., addressed the school bus contract with Gate Petroleum and stated the
May 12 date for the hearing on Gate starting at 9:30 a.m. is prohibitive for people who work and it is the
same date as the Players Championship.
Susanne Barker, 1938 Beachside Court, stated the Gate Open House was very enlightening and she
thanked them for having the open house because it showed the enormity of the project. She stated it
galvanized a lot more citizen action and participation.
Sarah Anthony, 1373 Beach Avenue, spoke against the Gate station being built.
Randy Holly, 901 Ocean Blvd., #58, spoke against the Gate mega station.
Drew Frick, 9540 San Jose Blvd., Gate Petroleum, he stated he was only speaking tonight because he
heard words about Gate disrespecting the community and he takes that very seriously. He explained they did
go out of their way to have an open house on this and explained they felt it was the right and respectful thing
to do. He stated they had their CEO there out of respect for this community to answer questions. He gave the
facts of what was presented at the open house, stating the Commission has heard one side of it and
encouraged them to talk to other people who were there. He stated it was a successful meeting and they look
forward to continuing to work with the City of Atlantic Beach as they move through this process and look
forward to being a good corporate citizen in Atlantic Beach.
April 11, 2016 REGULAR COMMISSION MEETING
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Page3
City Clerk Bartle read the names of those who did not want to speak but were against the Gate Station, as
follows:
Tom & Dana Foppiano, 377 4th St.
Susan Perry, 179 Pine St.
Amy McBride, 751 Cavalla Rd.
Mary Orser, 376 9th St.
Richard Moore, 376 9th St.
No one else from the audience spoke so the Mayor closed the Courtesy of the Floor to visitors.
Mayor Reeves recognized former Commissioner Mark Beckenbach who was in the audience.
Mayor Reeves explained, as a lot of speakers tonight were about the Gate station, they are looking at May 12
because it was convenient for the City and some attorneys but they will be making an announcement soon as
to when they will hold the meeting (for the appeal). He stated the time of day was chosen because of
comments from the other attorneys involved about the amount of time needed.
3. Unfinished Business from Previous Meetings
A. Safe Routes to Schools Memorandum of Agreement with JTA.
Interim Public Works Director Kayle Moore explained staffs recommendation is for the Commission to
approve the Memorandum of Agreement with JTA and the City and authorize the Mayor to sign the MOA.
He explained the MOA commits the City to maintain the sidewalk, if constructed, and authorizes staff to
expend approximately $6,100 for some additional public outreach meetings that DOT does not cover. He
stated they will have one meeting to present the 30% plans for the design and will accept discussion and
comments from that meeting. He stated staff is proposing that the Design Consultant have two more
meetings, one at a Commission meeting around the second half of May, and the other will be a
preconstruction meeting prior to any work beginning which will be presented to the neighborhood. He stated
construction is potentially scheduled for as early as July 2017. He showed slides of similar bike paths.
Motion: Approve the Memorandum of Agreement (MOA) with JTA and authorize the Mayor to sign
theMOA.
Moved by Waters, Seconded by Harding
Commissioner Hill stated this path does not fit this neighborhood and gave suggestions for moving it into the
existing park.
Commissioner Waters stated, by moving this forward, it was her understanding that was to have the public
Town Hall meetings at the 30%, so neighbors and citizens who are concerned about the path would have the
opportunity to voice those concerns in a public forum and have them addressed by the engineering firm. Mr.
Moore stated that was correct, the 30% is just conceptual and there is a lot of opportunity to make
adjustments and realignments. He stated, as far as a major shift into the park, he doesn't know if the current
design will be able to address that.
City Attorney Durden stated in the proposed MOA, it does specify a specific location and if there is a concern
by this Commission that the location is inappropriate, she would advise the Commission to not authorize the
Mayor to execute this particular agreement.
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Page4
Commissioner Stinson asked Mr. Moore about the cost to get us to the 30%. Mr. Moore stated those costs are
to pay for the additional public outreach meetings, presentation to the Commission and then a separate
neighborhood preconstruction meeting. He stated the $687,000 for design, construction and construction
support will be covered by DOT should the path move forward and get constructed. He stated the only cost to
the City is because we wanted more outreach and communication to the public than DOT was planning to
have. He explained we are committed to a certain amount of money, based on some formula, if we should
pull out at different points along the way. He stated the report provided to the City today put that cost at
about $50,000, which is reimbursement for design to this point. Commissioner Stinson asked how this route
was selected. Mr. Moore stated there was a public meeting in 2012/2013 where there was discussion about
what would be the most optimum route for Safe Routes to Schools. He stated Sherry Drive has a 70 foot
right-of-way and Seminole Road north of Plaza has a 100 foot right-of-way, which are two of the more liberal
corridors to have an 8 foot multipurpose path.
Mayor Reeves stated he believes they need a public meeting presentation before signing the MOA. Mr.
Moore stated if they have a public meeting in the near future, staff can attend and, if necessary, get someone
from the consulting firm. He stated they can accommodate, with permission from the City Manager, what
type of support they will need with materials and expertise. Discussion ensued. Mr. Moore stated the
meeting DOT intended to have at the 30% was consistent with what they are discussing. He stated he doesn't
believe anyone was trying to move forward without neighborhood involvement.
Commissioner Hill reiterated this route needs to be moved to the park. He thanked staff for putting this
before the Commission.
Commissioner Waters clarified the meeting wasn't held in January because the funding was not in place at
that time. She stated nobody was trying to avoid a meeting for citizen input. She stated she is strongly in
support of a Safe Route to Schools and improved walkability for our City in whatever form the citizens
decide it should take.
Commissioner Stinson stated he doesn't believe they know what the impact is to the MOA to amend the
route. He stated there is a huge amount of support out there from parents and he wants to know what the
impact is if they do step back and decide to amend the route.
Commissioner Harding stated the biggest concern was that the citizens were promised a public hearing and
didn't get it and he believes they need to have a public forum to hear the input from the citizens.
Mayor Reeves asked the City Attorney if they sign this, are they locked in.
Ms. Durden stated that is correct because of the language in the 2nd Whereas clause which describes the path.
She stated if there is a desire to move forward with the MOA tonight, that the language be modified, instead
of describing the location as it does now, to read, "at a location to be mutually agreed upon by the parties",
which still leaves an opportunity for discussion but it doesn't describe exactly where the public and the
Commission may end up wanting to have it. Mayor Reeves asked what their commitment is if they make that
change; are they committed to move forward with this project. Ms. Durden stated the way she reads the
MOA, it obligates them to move forward with the project in the specific location. She also said they could
add another phrase, "at a location to be mutually agreed upon by the parties and, in the event the City does not
agree with the location, this MOA becomes null and void." She stated, however, she is not sure that that
effectively addresses the concerns she has heard mentioned tonight. Mayor Reeves asked if they all vote to
sign this tonight are they committed to this project. Ms. Durden stated yes. Discussion ensued.
Aprilll, 2016 REGULAR COMMISSION MEETING
AGENDA ITEM #lA
APRIL 25, 2016
PageS
Commissioner Waters withdrew her motion. She proposed they move forward with a Town Hall Meeting as
soon as possible to gather citizen input to help them make a decision about moving forward with this project.
Motion: Move forward with a Town Hall Meeting as soon as possible to gather citizen input to help
them make a decision about moving forward with this project.
Moved by Waters, Seconded by Harding
Commissioner Stinson stated he would like to amend the motion to include a date for this forum for the
citizens. Discussion ensued. Following the discussion, Commissioner Waters changed her motion as
follows.
Motion: Defer action on this item until May 23 and bold a Town Hall Meeting regarding the Safe
Routes to School on May 7 or another weekend in May when they can get the consultants, staff and
Commissioners in the room.
Moved by Waters, Seconded by Hill
Commissioner Hill stated it is critical that they protect the grant and move the process forward. He also
reminded the Commission that this is his district directly and he has a lot more input than most of them do on
this.
Roll Call Votes:
Aye: 5-Harding, Hill, Stinson, Waters, Reeves
Nay: 0
MOTION CARRIED
Mr. Moore asked that the City Manager and Staff be allowed to work with Ms. Durden for wording on the
MOA. Mayor Reeves stated that is fine.
B. Public Hearing-16-UBEX-41 -Request for use-by-exception as permitted by Section 3-5, to
allow on-premises consumption of alcoholic beverages at a restaurant within the Central
Business District at 303 Atlantic Boulevard.
Building and Zoning Director Jeremy Hubsch explained the request and stated staff recommends approval
and the Community Development Board voted 7-0 to recommend approval to the Commission. Mayor
Reeves opened the Public Hearing. No one from the audience spoke so he closed the public hearing.
Motion: Approve 16-UBEX-41.
Moved by Harding, Seconded by Stinson
Roll Call Votes:
Aye: 5-Hill, Stinson, Waters, Harding, Reeves
Nay: 0
MOTION CARRIED
4. Consent Agenda
None.
5. Committee Reports
None.
Aprilll, 2016 REGULAR COMMISSION MEETING
6. Action on Resolutions
A. RESOLUTION NO. 16-02 -Public Hearing
AGENDA ITEM #lA
APRIL 25, 2016
Page6
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA, DESIGNATING THE
PROPERTY LOCATED IMMEDIATELY NORTHWEST OF THE INTERSECTION OF
AQUATIC DRIVE AND ATLANTIC BOULEVARD ON BEHALF OF TBR AQUATIC OWNER,
LLC, AS A BROWNFIELD SITE.
City Clerk Bartle read the Resolution by title.
Mr. Hubsch explained the request. He stated Trey Mills, the attorney for TriBridge, was in the audience to
answer any questions. Trey Mills, 1301 Riverplace Blvd., representing TriBridge Residential, explained the
procedures to be followed in order to get the Brownfield designation, stating one of which is obtaining a
Resolution from the local government approving the designation of this site as a Brownfield. He stated as
part of this process they will be doing additional environmental testing to assure there is no contamination
getting in the groundwater.
Mayor Reeves opened the Public Hearing. No one from the audience spoke so he closed the Public Hearing.
Motion: Approve Resolution No. 16-02, as read.
Moved by Harding, Seconded by Stinson
Commissioner Waters stated she is not adverse to approving this but she has had requests from neighbors
who don't belong to the dog park who would prefer to see improvements to parks surrounding the Aquatic
Gardens pond. She stated they have requested, in return for the tax credits and the Commission approving
this, that the City tries to negotiate with the developer to use some of those tax credit funds to provide some
additional improvements to the pond. She stated if that is something the Commission would consider, she
believes the residents would greatly appreciate it.
Commissioner Hill stated he believes the density of the project is not a perfect use for that intersection.
Mayor Reeves stated he believes this plays a part in the project of helping to take some more retention at
someone else's expense. He stated it is a small start, but it is a start and he supports it because of that. He
stated he likes to see it converted to something other than a hotel in bringing people to the beaches.
Roll Call Votes:
Aye: 3 -Stinson, Harding, Reeves
Nay: 2-Waters, Hill
MOTION CARRIED
7. Action on Ordinances
A. Ordinance No. 45-16-22, Public Hearing and Final Reading
AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, FLORIDA, AMENDING CHAPTER 20,
TAXATION; ARTICLE III, LOCAL BUSINESS TAX; SECTION 20-53, HALF YEAR RECEIPTS
CHANGING CITY CLERK TO CITY MANAGER OR DESIGNEE; AND SECTION 20-54, DUE DATES
AND DELINQUENCIES; PENALTIES CHANGING CITY CLERK TO CITY MANAGER OR
DESIGNEE AND DELETING THE REQUIREMENT THAT THE CITY CLERK SHALL DISCONNECT
WATER SERVICE FOR NON PAYMENT; AND SECTION 20-56, COMPLIANCE BY RECEIPT
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HOLDERS TO CHANGE THE CITY MANAGER TO FINANCE DIRECTOR OR DESIGNEE;
PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY; AND PROVIDING AN
EFFECTIVE DATE.
City Clerk Bartle read the Ordinance by title.
City Manager Van Liere explained the Ordinance was prepared to change some language in Chapter 20-
Taxation. He stated it was pointed out to him by the Clerk that this change also affects a few paragraphs in
Chapter 18 and in order to have those included and have this passed all at once, he requested a motion to
defer this to May 9 so they can combine the additional changes from the other section of the Code, with these
presented here, into one Ordinance and re-present it for first reading.
Commissioner Hill asked if they still need to have a public hearing at this juncture. Mayor Reeves stated
since they published the public hearing, he will open the public hearing but will recess it to the date it was
deferred. City Attorney Durden stated that is correct; he would open and continue the public hearing to a date
certain.
Motion: Defer Ordinance No. 45-16-22 to May 9.
Moved by Hill, Seconded by Stinson
Mayor Reeves opened the Public Hearing. No one from the audience spoke so he continued it to May 9.
City Clerk Bartle asked if it matters that the title is going to change, since it has not been advertised twice
with that title. City Attorney Durden stated the title would need to change to reflect the additional Chapter
18. She stated they had the public hearing opened and it will be continued and she would agree that the title
is changing and she would simply re-advertise it. Mayor Reeves stated he can't close the public hearing
unless they take an action and they are not taking an action. Commissioner Stinson stated it has to go back to
the first reading. City Clerk Bartle clarified that the first reading will be on May 9. Mr. VanLiere and Mayor
Reeves stated that was correct. Ms. Bartle stated she thought the public hearing was on the 9th, not the first
reading; they usually have a public hearing on the second reading. Ms. Durden stated the agenda states
public hearing and fmal reading so she would say that the public hearing is continued, it can be re-advertised
and it can go to first reading if they wish, but she doesn't think it is mandatory, but they do have to re-
advertise it. Commissioner Stinson stated if they change the ordinance and add a whole list of other changes,
they have to take it back to a first reading and start the process all over. Ms. Durden stated, in an abundance
of caution, they can do that.
Roll Call Votes:
Aye: 5-Waters, Harding, Hill, Stinson, Reeves
Nay: 0
MOTION CARRIED
B. ORDINANCE NO. 33-16-21, Introduction and First Reading
AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, FLORIDA, AMENDING CHAPTER 2 OF
THE CODE OF ORDINANCES, ADMINISTRATION, ARTICLE II, CITY COMMISSION, AMENDING
THE BOUNDARY OF SEAT 2, DISTRICT 1308 AND SEAT 3, DISTRICT 1307 OF THE CITY
COMMISSION, AND ADDING A MAP SHOWING NEW BOUNDARIES, AND PROVIDING FOR
SEVERABILITY, AND PROVIDING DIRECTION TO STAFF, AND PROVIDING FOR AN EFFECTIVE
DATE.
Aprilll, 2016 REGULAR COMMISSION MEETING
City Clerk Bartle read the Ordinance by title.
Motion: Approve Ordinance No. 33-16-21 as read.
Moved by Stinson, Seconded by Harding
Roll Call Votes:
Aye: 5-Harding, Hill, Stinson, Waters, Reeves
Nay: 0
MOTION CARRIED
8. Miscellaneous Business (Discussion only)
A. Eagle Scout Project to install a permanent T -ball outfield fence at Russell Park.
This item was taken out of sequence and acted on earlier in the meeting.
B. One Solution/Trakit-City permitting and license software.
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APRIL 25, 2016
Page 8
IT Director Keith Randich gave a presentation explaining the Enterprise Application Replacement Project,
One Solution, and the transition to the new product Trakit. He answered questions from the Commission.
Discussion ensued. Mayor Reeves stated this is a good example where they have just said, maybe it will go
away. He stated when they face these things, they have to attack them and solve them because they are not
going to go away. He stated they need to get this straight.
C. Appointment to the Board Member Review Committee.
Mayor Reeves explained why he put this on the agenda as a discussion item. He stated there are two people
who requested to serve on this committee. He explained why he chose the candidate (Jennifer Leigh Lada) he
did and stated he was looking for consensus to move this forward.
It was the consensus of the Commission to move this item forward to the next meeting for action.
9. City Manager
A. City Manager's Report.
• 90-Day Calendar (April2016 through June 2016).
Mr. VanLiere reported on upcoming items on the calendar: Shakespeare in the Park-April15-16; and Arts
in the Park-April23.
He stated on the next agenda there will be some action items regarding the funding of the Police Building,
stating it is important the Commission get with him in the next two weeks to go over what is in the packet
regarding the cost items associated with the plans being proposed.
He further stated VHB is hosting a CRA meeting at Baker Center on April 26 at 6:30 p.m.
He stated the Seminole Road paving will begin on May 2, which will take about 2 weeks.
He reported they have received some complaints about the address change from Atlantic Beach to
Jacksonville.
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He stated they have put some mobilization equipment out for Francis A venue and that should be starting
soon.
He stated he wants to put a No Exit sign at the west end of Club Drive so people don't go down there and
have to make aU-turn to come back. Discussion ensued.
10. Reports and/or requests from City Commissioners and City Attorney
Commissioner Stinson
• Asked the City Manager to provide the report asked for by Mike Borno earlier in the meeting
detailing the construction in Atlantic Beach, available square footage, and pervious/impervious
amounts for the past 2lh years or so.
• Asked that the City Attorney look at the language that the Commission handles all waivers issued and
the Community Development Board grants all variances. He stated he believes they may want to
consider moving that responsibility to the Commission.
• Asked the City Manager to respond to the stormwater system evaluation they discussed and he wants
a report on what they are doing for traffic in this area. He stated they discussed some traffic counts
and trying to figure out what they are going to do and how they are going to handle the parking, etc.
• Wants a tour ofthe existing police facility with ChiefDeal.
• Commended Scout Mason Dudley for bringing his project to the Commission; stated it is admirable
he wants to raise money and do something to help.
• Stated he believes they need to continue improvements at Tideviews.
• Would like to see some language in the Fleet Landing Proposal that gives the City the right of first
refusal on the land that is not developed.
• Stated a resident on Sailfish and Seaspray has an injunction against our Code Enforcement Officer
and wants the City to do what we need to to get that injunction removed because that home has
become a junk yard.
• Suggested having a Kentucky Derby party at Tideviews, serving virgin Mint Julips with everyone
gathered for an afternoon barbeque.
Commissioner Harding
• Reported on the Jacksonville Chamber event "Meet your Elected Officials" he attended on AprilS.
• Will attend the FLC dinner/meeting in Starke on April 21.
• Stated there is a Fletcher Alumni All-class Reunion on April 23 that will benefit the Beaches Museum
and History Park in Jacksonville Beach.
Commissioner Waters
• Encouraged the Commission, as they look at density issues, that their goal is to protect our current
residents. She believes they can negotiate harder.
• Stated Spring is here and she hopes everybody is out with their families enjoying the parks and
beaches.
• Stated depending on how Trackit works or the time and money they are going to spend adopting it,
perhaps it would be interesting to look at what Jacksonville has to offer us. She stated if they are
going to spend time and staff hours training on a product is it possible that there is something out
there that wouldn't cost us a whole lot more in terms of man hours.
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APRIL 25, 2016
Aprilll, 2016 REGULAR COMMISSION MEETING Page 10
City Attorney Durden
• Responded to Commission Stinson that she is already looking into the Sailfish Drive issue.
• Reminded the Commissioners they are required to do four hours of training each year.
Mayor Reeves
• Apologized to the City Manager if he was blunt about the sign; he was guilty of listening to him so he
could respond but not listening to what he was actually saying.
• Reported the Web.com Golf Tournament moved from PGA Valley and is coming to Atlantic Beach
Country Club in October.
• Will attend NEFLC dinner/meeting on April 21 and reported the dinner/meeting in May will be at the
Club.
• Will be judging sandcastles on April23 at the request of the Beaches Leader.
• The 70th anniversary of Opening of the Beaches is on April 24 and he is planning to get a vehicle for
the parade to hold all of the Commissioners and their family. He asked if the Commission would
want to do it and, if so, asked that they let the City Manager or City Clerk know how many will come;
stating he believes it would be fun as a Commission to do it together.
• Thanked the Commission for their hours and dedication they are putting in.
• Stated waivers concern him.
• Congratulated the Dispatchers and Animal Control as it is Dispatchers and Animal Control week.
• Stated the address change will be helpful to those citizens affected.
• Thanked Mayor Curry for his commitment to meet with the Mayors and City Managers of the beaches
on a quarterly basis and reported on their first meeting.
• Stated he also received a card from Governor Scott asking how he can be helpful.
Adjournment
There being no further discussion, Mayor Reeves declared the meeting adjourned at 9:49p.m.
ATTEST:
Donna L. Bartle, CMC
City Clerk
Mitchell E. Reeves
Mayor/Presiding Officer
CITY OF ATLANTIC BEACH
CITY COMMISSION ROUNDTABLE MEETING
Aprilll, 2016-5:30PM
MINUTES
IN ATTENDANCE:
Mayor Mitchell E. Reeves
Commissioner Mitchell R. Harding
Commissioner Jimmy Hill
Commissioner John Stinson
Commissioner M. Blythe Waters (arrived at 5:35)
Call to order
City Manager Nelson VanLiere
City Clerk Donna L. Bartle
Recording Secretary N arrey E. Bailey
AGENDA ITEM #lB
APRIL 25, 2016
Mayor Reeves called the meeting to order at 5:30 p.m. He explained the procedures for a roundtable
meeting stating they would adjourn no later than 6:15p.m. He explained the meeting was held to discuss
ways to efficiently manage the City Attorney budget and her attendance at meetings, Commission agendas
and meetings. He further explained the handouts distributed by the City Clerk.
Discussion ensued.
Commissioner Stinson stated there are the five of them, the City Manager and the City Clerk who need
access to the City Attorney. He stated he doesn't know how they go about managing that. Mayor Reeves
stated what concerns him is that they have to make sure the City Attorney understands she works for the
Commission and that when they need something they ask direct questions. He doesn't believe any City
Attorney for the City has ever reviewed everything that went through the City, file by file. He stated it is
the City Manager's responsibility to make sure that is not being done.
Mayor Reeves also stated they need to set fair agendas for the meetings and if something comes up that
they believe will take two hours, then don't add three or four other things to the agenda that will add
another four hours. They have to control it. He stated he believes they make better judgements when they
are not rushed.
Commissioner Hill stated they have a new attorney and two significant processes that did not exist prior.
He believes that for a certain period of time they will probably need the City Attorney pretty close because
both ends of the meetings will have public comments and an opportunity for a need for the City Attorney.
He stated if they have a legal matter that is specifically about Codes or Ordinances in the City, they might
be able to get an answer internally and may not need the attorney.
Commissioner Waters stated she thought she heard the Mayor reference that something was suggested
about dismissing the City Attorney from meetings early. Commissioner Hill clarified that before she had
arrived the Mayor had mentioned that some cities don't require that the City Attorney attend all meetings
all the way through. Mayor Reeves stated he prefers to not do that because the Attorney would get an
overall feel of it, but once the hours get down they can control it. Commissioner Waters agr~ed there are
some things on the agenda that the City Attorney doesn't need to be present for, i.e. the Consent Agenda,
but the problem is the discussions which oftentimes come later in the meeting are what she needs to be
there for. She stated she doesn't know how you would set a time because Courtesy of the Floor varies, but
the latter portion of the meeting is when they generally need her here.
Mayor Reeves stated one of the discussions he has had with the City Manager is controlling the agenda
1
AGENDA ITEM #lB
APRIL 25, 2016
and he has encouraged him to always, for every agenda, reach out to the Commissioners to assure they
understand all the facts on the agenda. He stated the City Manager can't wait for a call from the
Commission. He stated when the Commission comes to the meetings and knows the facts, then they
should be prepared to take some type of action. Discussion ensued.
Further discussion ensued regarding emails and the elected officials email.
Commissioner Stinson asked the City Manager how much time he allocated per month for the City
Attorney to attend meetings. City Manager Van Liere stated the average time spent in all meetings
approximated about $4500 of her time at $250/hr. and the rest was for other things.
Commissioner Stinson stated they are letting the data load dictate the amount of time they spend in
meetings instead of setting an amount of time and saying they are going to cover the most important topics
and if there is any time left over they cover the others or they get deferred to the next meeting. He stated
one way to manage the legal fees just for the Commission meetings is if they say they have 8 hours/month
for Commission meetings and they get to 10:30 in the evening, they defer the meeting to the next time
around. Mayor Reeves asked who is in charge of the agenda, Mayor, City Manager or all of the
Commission. He stated sometimes there are items put on the agenda that could wait until the next
meeting.
Commissioner Stinson mentioned the agenda software programs that have been suggested.
Commissioner Waters stated the agenda belongs to the Commission but the Mayor controls how the
meeting progresses, therefore if they set a time limit he can push something to the end of the meeting or
push it to the next meeting. Discussion ensued. Commissioner Hill stated he doesn't see any massive
changes that are necessary to the agenda. He stated they are running long meetings because they are
tackling big issues. Mayor Reeves asked him if he agreed the meetings could be run better if the
Commissioners would do their homework and be prepared and almost know the answers to their
questions. Commissioner Hill stated yes, except he views one piece of this differently than anyone else.
He stated he often asks questions purely to get the answer publicly announced. He stated disclosure to
him is everything. Further discussion ensued. Commissioner Waters stated she likes the idea of setting
the agenda time. Commissioner Stinson stated if they don't have a set schedule it can get out of their
grasp.
Commissioner Stinson suggested the City Manager could give a report on the business expenses for legal
fees at each meeting.
Mayor Reeves stated they are going to have to depend on the City Manager in helping to set the agenda.
He stated he talks to the Commissioners, the City Attorney and staff and if there are things on the agenda
he believes are going to take a long time, he needs to make those tough decision to not put them on the
agenda and move it to the next agenda.
Mayor Reeves asked if the Commission would like to have roundtables on a quarterly basis. At the
request of Commissioner Hill, he explained to the audience the purpose of the roundtable. He also
explained why the recent Town Hall meeting was cancelled.
2
Adjournment
AGENDA ITEM #lB
APRIL 25,2016
There being no further discussion, Mayor Reeves declared the meeting adjourned at 6:15p.m.
ATTEST:
Donna L. Bartle, CMC
City Clerk
Mitchell E. Reeves
Mayor/Presiding Officer
3
1022 Prudential Drive • Jacksonville, FL 32207 • T: (904) 306.7500 • F: (904) 306.7501 • www.northfloridatpo.com
North Florida TPO Transportation Improvement Program-FY 2016117-2020121
Phase
Fund
Source 2016/17 2017/18
ATLANTIC BLVD (SR 10) AT ICWW BRIDGE -4343301
BIKE LANE/SIDEWALK
CST
CST
Total
DIH
DDR
Prior Cost < 2016117
Responsible Agency: FOOT
0
0
0
244,799
0
0
0
Future Cost> 2020121
2018/19
0
0
0
0
ATLANTIC BLVD (SR 10) EB@ SAN PABLO RIVER (ICWW) BRIDGE NO. 720044 -4338411
BRIDGE-REPAIR/REHABILITATION
PE DIH
Total
Prior Cost < 2016117
Responsible Agency: FOOT
6,501
6,501
116,746
0
0
Future Cost> 2020121
ATLANTIC BLVD FROM SAN PABLO RD TO MAYPORT RD -4385821
TRAFFIC CONTROL DEVICES/SYSTEM
CST DITS
Total
Prior Cost < 2016117
Responsible Agency: Managed by FOOT
353,625
353,625
10,000
0
0
Future Cost> 2020121
0
0
0
0
0
0
BEACH BLVD (US 90 I SR 212) FROM SAN PABLO ROAD TO SOUTH 12TH ST.-4319621
LANDSCAPING
CST DIH
Total
Prior Cost < 2016117
Draft April 4, 2016
Responsible Agency: FOOT
58,888
58,888
2,185,535
0
0
Future Cost > 2020121
A-1
0
0
0
2019/20
11,100
2,234,966
2,246,066
0
0
0
0
0
0
2020/21 Total
*SIS*
Length: 1.549 Ml
0 11,100
0 2,234,966
0 2,246,066
Total Project Cost 2,490,865
*SIS*
Length: .445 Ml
0 6,501
0 6,501
Total Project Cost 123,247
*SIS*
Length: 2.117
0 353,625
0 353,625
Total Project Cost 363,625
*Non-SIS*
Length: 2.208 mi
0 58,888
0 58,888
Total Project Cost 2,244,423
Duval County State Highway Projects (FOOT)
> >~ "':'lt'"J ::c2
.... l::::l t"'>
~~
~ t'"J
~a= ....
0'\~
>
North Florida TPO Transportation Improvement Program-FY 2016/17-2020/21
Phase
Fund
Source 2016/17 2017/18
J TURNER BUTLER (SR 202) FROM 1-95 TO SR A1A -4228782
ADD LANES & RECONSTRUCT
2018/19
Responsible Agency: Managed by FOOT
PLN 0
Total
Prior Cost< 2016/17
0
0
0
0
0
Future Cost> 2020/21
SHERRY DRIVE ATLANTIC BEACH ELEMENTARY SCHOOL -4343431
SIDEWALK
CST TALU
Total
Prior Cost< 2016/17
Responsible Agency: FOOT
0
0
137,500
0
0
Future Cost> 2020121
0
0
0
546,628
546,628
0
SRA1A SOUTH MAYPORT FERRY CONSTRUCT RECTANGULAR RAPID FLASH BEACONS
SIGNING/PAVEMENT MARKINGS
DSB DIH
Total
Prior Cost< 2016/17
Draft Apri/4, 2016
Responsible Agency: Managed by FOOT
10,936
10,936
81,800
0
0
Future Cost> 2020121
A-2
0
0
0
2019/20
755,000
755,000
-4361061
0
0
0
0
2020/21
*SIS*
Length: 9.562
5,000
5,000
Total Project Cost
Total
760,000
760,000
760,000
*Non-SIS*
Length: 1.002 Ml
0
0
Total Project Cost
*Non-SIS*
Length: .000
0
0
Total Project Cost
546,628
546,628
684,128
10,936
10,936
92,736
Duval County State Highway Projects (FOOT)
North Florida TPO Transportation Improvement Program-FY 2016117-2020/21
Phase
Fund
Source 2016/17 2017/18 2018/19
SR116 OVER INTERCOASTAL WATERWAY SUPER STRUCTURE REPAIRS BR N0720677 -4374291
BRIDGE-REPAIR/REHABILITATION
CST DIH
CST BRRP
Total
Prior Cost< 2016/17
Responsible Agency: Managed by FOOT
20,500
3,541,000
3,561,500
437,547
0
0
0
Future Cost> 2020121
0
0
0
0
2019/20
0
0
0
2020/21 Total
*Non-SIS*
Length: .680
0 20,500
0 3,541,000
0 3,561,500
Total Project Cost 3,999,047
WONDERWOOD CONNECTOR (SR 116) FR:SANDCASTLE LANE TO SR101(MAYPORT RD)
RESURFACING
-4361751 *Non-SIS*
Responsible Agency: Managed by FOOT
CST OS 0 1,302,001
CST SA 0 1,145,348
CST DDR 0 290,729
Total 0 2,738,078
Prior Cost< 2016/17 22,002 Future Cost> 2020121
WONDERWOOD DR (SR 116) FROM 1-295 TO INTRACOASTAL WATERWAY-4287962
DRAINAGE IMPROVEMENTS
DSB DIH
Total
Prior Cost < 2016/17
Draft April4, 2016
Responsible Agency: Managed by FOOT
10,250
10,250
9, 729,234
0
0
Future Cost> 2020121
A-3
0
0
0
0
0
0
0
0
Length: 1.111
0 0 1,302,001
0 0 1,145,348
0 0 290,729
0 0 2,738,078
Total Project Cost 2,760,080
*Non-SIS*
Length: 6.694 Ml
0 0 10,250
0 0 10,250
Total Project Cost 9,739,484
Duval County State Highway Projects (FOOT)
North Florida TPO Transportation Improvement Program-FY 2016117-2020121
Phase
Fund
Source 2016/17 2017/18 2018/19
WON DERWOOD EXPRESSWAY (SR 116) FROM 1-295 (SR 9A) TO MAYPORT RD (SR 101)-4287961
DRAINAGE IMPROVEMENTS
Responsible Agency: FOOT
CST DIH 0 105,300 108,200
CST SA 0 4,709,657 0
CST DDR 0 2,746,895 0
Total 0 7,561,852 108,200
Prior Cost< 2016117 1,315,588 Future Cost> 2020121 0
Draft April 4, 2016 A-4
2019/20
0
0
0
0
2020/21 Total
*Non-SIS*
Length: 5.296 mi
0 213,500
0 4,709,657
0 2,746,895
0 7,670,052
Total Project Cost 8,985,640
Duval County State Highway Projects (FOOT)
APPENDIX I
Abbreviations & Acronyms
A1-1
ABBREVIATIONS AND FUNDING SOURCES
AGENCIES
FAA Federal Aviation Administration
FHWA Federal Highway Administration
FTA Federal Transit Administration
JAA Jacksonville Aviation Authority
JTA Jacksonville Transportation Authority
SA/STJAA St. Augustine/St. Johns County Airport Authority
PROJECT PHASES
PLN Planning
PD&E Project, Development & Environment Study
PE Preliminary Engineering
ROW Right-of-Way Acquisition
CST Construction
DSB Design Build
MSC Miscellaneous
A1-2
RRU Railroad/Utilities
INC Contract Incentives
ENV Environmental
FUNDING SOURCES
ACBR Advance Construction (BRT) -Federal Bridge Replacement
ACBZ Advance Construction (BRTZ)
ACCM Advance Construction (CM)
ACEN Advance Construction Equity Bonus National Highway
ACFO Advance Construction for High Priority
ACIM Advanced Construction Interstate
ACNP Advance Construction (NHPP)
ACSA Advanced Construction Transportation Management Areas
ACSB Advance Construction for SABR STP Bridges
ACSE Advanced Construction Enhancement
ACSH Advanced Construction Hazard Elimination
ACSL Advance Construction (SL)
ACSS Advanced Construction Safety
ACSU Advance Construction (SU)
A1-3
BNBR State Bonds (Statewide Bridges)
BNDS Bond funding State
BNIR Interstate R/W and Bridge Bonds
BRAC Bridge Replacement
BRRP State Bridge Repair and Rehabilitation
BZAC Federal Bridge Replacement-Off System
CIGP County Incentive Grant Program
CM Congestion Mitigation
D Unrestricted State Primary
DDR District Dedicated Revenue (Gas Tax effective January 1, 1991)
OEM Environmental Mitigation
DDRF District Dedicated Matching Revenue Funds
Dl Statewide Inter/Intrastate Highways
DIH State In-House Product Support
DIS Strategic lntermodal System
DITS District Intelligent Transportation Systems
DPTO District Public Transportation Office
OS State Primary Highways and PTO
A1-4
DSBJ 1-295 Express Lanes -Capital
DU State Primary/Federal Reimb
DWS Weight Stations -State 100%
EB Equity Bonus
EBNH Equity Bonus -National Highway
FAA Federal Aviation Administration
FTA Federal Transit Administration
FTAT FHWA Transfer to FTA (NON-BUD)
GMR General Revenue for Strategic lntermodal System
GRSC Growth Management of SCOP
HPP High Priority Projects
HRRR High Risk Rural Road
HSP Highway Safety Program
I MAC Interstate Maintenance
IMD Interstate Maintenance Discrete
JAA Jacksonville Airport Authority
LF Local Funds
> LFR Local Funds/Reimbursable >~ "'Cit.'"J
:;c:l: .... ~
LFRF Local Funds/Reimbursable -Future t"'>
N'"' u.o-3
~ t.'"J
~~
A1-5 ~'II:
N >
LOGT Local Option Gas Tax
MG Minimum Guarantee
NHAC National Highway System
NHBR National Highway Bridges
NHPP IM, Bridge Repl, Natnl Hwy-MAP 21
NHRE Nat. Hwy. Perform -Resurfacing
PKBD Turnpike Master Bond Fund
PKYI Turnpike Improvement
PLH Public Lands Highway
PLHD Public Lands Highway Discretionary
PORT Seaports
RHH Rail Highway Crossings -Hazard
RHP Rail-Highway Safety Crossings -Prot. Dev.
SA Transportation Management Areas
SCED 2012 SB1998-Small County Outreach
SCOP Small County Outreach Program
SCRA Small County Resurfacing
SE Transportation Enhancement Activities related to any Surface Transportation Program
A1-6
SH
SIBG
SIB1
SL
SR
SR2S
ss
STP
SU,XU
TALT
TALU
TDTF
TMBJ
TOBJ
TMA
TRIP
XA
XU, SU
Hazard Elimination
SIB funds-Growth Management
State Infrastructure Bank
STP Areas <=200K
Surface Transportation Program (STP) Railroad Hazard Elimination
Safe Routes-lnfrasturcture
Any safety improvement eligible under the Section 130 Railway-Highway Crossings
Program and the Section 152 Hazard Elimination Program (allocated by statutory formula)
Surface Transportation Program
Surface Transportation Program (STP) in urban areas with a population of over 200,000
Transportation Alts -Any Area
Transportation Alts ->200K
Transportation Disadvantaged Trust Fund (80% Federal/20% State)
1-95 Express Lanes -Maint
1-95 Expressway Lanes -Operating
Transportation Management Areas-Areas with a population of over 200,000
Transportation Regional Incentive Program
Surface Transportation Program (STP) in any urban areas.
Surface Transportation Program (STP) in urban areas > 200k
A1-7
~thor Jlap l)roclamatton
AGENDA ITEM# 2B
APRIL 25, 2016
Whereas, in 1972, J. Sterling Morton proposed to the Nebraska Board of Agriculture
that a special day be set aside for the planting of trees; and
Whereas, the holiday, called Arbor Day, was first observed with the planting of
more than a million trees in Nebraska; and
Whereas, Arbor Day is now observed throughout the nation and the world; and
Whereas, trees can reduce the erosion of our precious topsoil by wind and water,
lower our heating and cooling costs, moderate the temperature, clean the air, produce
oxygen and provide habitat for wildlife; and
Whereas, trees are a renewable resource giving us paper, wood for our homes, fuel
for our fires and countless other wood products; and
Whereas, trees in our city increase property values, enhance the economic vitality
of business areas, and beautify our community; and
Whereas, trees, wherever they are planted, are a source of joy and spiritual renewal;
Now, Therefore, I, Mitchell E. Reeves, by virtue of the authority vested in me as
Mayor of the City of Atlantic Beach, Florida, do hereby proclaim April 29th, 2016, as
Arbor Day
in the City of Atlantic Beach, and I urge all citizens to celebrate Arbor Day and to support
efforts to protect our trees and woodlands, and further I urge all citizens to plant and care
for trees to gladden the heart and promote the well-being of this and future generations.
IN WITNESS WHEREOF I have set my hand and
caused the official seal of the City of Atlantic Beach
to be affixed this_ day of April2016.
MITCHELL E. REEVES
MAYOR
AGENDA ITEM:
SUBMITIED BY:
DATE:
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
Eagle Scout Project: Jr. T-Ball Outfield Fence at Jack Russell Park
Timmy Johnson
March 25, 2016
AGENDA ITEM tJ 3A
APRIL 25,2016
BACKGROUND: Staff received a req ue st from Boy Scout Mason Dudley to construct a
permanent Jr . T-Ball Outfield fence at Russell Park. Mason Is working toward becoming an
Eagle Scout and one of the requirements is to complete a serv ice project.
Mason must plan, develop1 and give leadership to others in a service project helpful to any
religious institution~ any school, or community. (The project must benefit an organization other
than Boy Scouting.) A project proposal must be approved by the organization benefiting from
the effort, his unit leade r and unit committee, and the council or district before start of t he
project. This is one of the steps in the approval process.
As Mason mentions in hi s information/ this project will define the playing field for the 3-5 age
group, it will keep the ball in a controlled area and gives the appearance of a nice baseball
facility for the younger players.
As you know, Russell Park gets a lot of use from a number of groups and citizens. It is also the
loca ti on of the Annual Cam pout Under the Stars. Constructing a permanent fence will limit the
use of this area of the park.
BUDGET: There is no city budget for this project. The Boy Scout is responsible for
fundraising and/or donations.
RECOMMENDATION: Consideration of Mason Dudley's Eagle Scout Project which is to install a
permanent T-ball outfield fence at Russell Park with the following
conditions: 1. The field is to be open for use by all when not in use by t -
ball. 2. Public Works will handle locates1 permitting and inspection. 3.
The fence will b e vinyl coated to match the newly installed fenc e on "A11
field.
ATIACHMENTS: Transmittal from Mason Dudley, Materials List and Cost Estimate, Conceptual
Design and Fen cing Photos
REVIEWED BY CITY MANAGER: ~ ~ ;;(~
AGENDA ITEM# 3A
APRIL 25, 2016
My name is Mason Dudley and I am a Life Scout in Troop 276 at Hodges Presbyterian Church in
Jacksonville, Florida. I am working towards my Eagle Scout Rank. To earn this rank I must
complete an Eagle Scout Project, which means that I need to do a project that will improve the
community in some way. I need to plan, raise money, and execute the project with materials
and volunteers. I played baseball at Atlantic Beach Athletic Association for nine seasons and
really loved my time at Atlantic Beach, I would like to do my project at that park.
My project idea is to construct a four foot outfield fence for a Jr. T-ball baseball field at Jack
Russell Park. This fence will enclose the 35 feet beyond the infield clay and provide two gates
to access the field. This fence will help define the field for the 3-5 year-old T-ball players, keep
the ball in a manageable area, keep the field clean from pet waste, and keep others and
animals from interfering with games and practices.
I envision this project to be a four foot tall galvanized chain-link fence that will be
approximately 260 feet long including two gates which would completely enclose the field.
The outfield fence would be approximately 173 feet long and would be placed 35 feet from the
clay infield behind first, second, and third base creating a designated outfield. We will use a
posthole digger or auger to dig the holes for the poles for the fence. We will use concrete to
set the poles and use a "come along" to stretch the fencing into place. This project should take
2 days to complete with a group of 10 boys, 4 adults to help maintain safety precautions and
"Two Deep Leadership", a chain-link installation expert for guidance, and to maintain water
and refreshments.
Plan for Execution:
• Seek approval for Project Proposal from the City of Atlantic Beach and obtain permits if
needed.
• Seek approval for Eagle Scout Project from North Florida Council, Boy Scouts of
America.
• Fund-raise for supplies.
• Recruit Scouts and Leaders to help construct the fence.
• Collect/purchase supplies and deliver to Jack Russell Park the day before construction.
• Day 1 of Construction: Measure and mark field for posts, dig post holes, mix concrete,
pour concrete, and set poles, tie warning ribbons to each pole, Leave No Trace (clean-
up).
• Day 2 of Construction: Remove ribbons, stretch fencing, attach fencing to poles, install
gates, Leave No Trace (clean up).
Materials List and Cost Estimate
Material Unit
9.5' x 4' galvanized chain link 2@ $119.00 double gate 2
8 hinges 4@ $4.23 4
Hardware sets 2@ $17.83 2
50' roll 4' galvanized chain-5@ $57.00 link fabric 5
32 poles
post caps 6@ $1.75 6
line post eye top 32@ $1.57 32
carriage bolt 20 pack 1@ $6.20 1
aluminum chain-link fence 20@ $3.75 ties {30 count packs) 20
tension bands 30@ $.96 30
tension bar 6@ $3.76 6
260' of top rail 26@ $8.87 26
top rail sleeves 26@ $2.33 26
top rail ends 2@ $1.47 2
12 bags of concrete 12@ $3.98 = 12
Wheel barrel Supplied by volunteers
Shovels/hand tools Supplied by volunteers
Water for concrete Supplied by Atlantic
Beach
"come along" Supplied by my
grandfather
Post hole digger/auger Rented $59.00/4 hours
or $84/day 1
Refreshments Supplied by my family to
thank our volunteers.
Delivery
Subtotal Estimate
7% Sales Tax
Total Estimate
Cost
$119.00
$ 4.23
$ 17.83
$ 57.00
$ 1.75
$ 1.57
$ 6.20
$ 3.75
$ 0.96
$ 3.76
$ 8.87
$ 2.33
$ 1.47
$ 3.98
$ 59.00
AGENDA ITEM# 3A
APRIL 25, 2016
Total
$ 238.00
$ 16.92
$ 35.66
$ 285.00
$ -
$ 10.50
$ 50.24
$ 6.20
$ 75.00
$ 28.80
$ 22.56
$ 230.62
$ 60.58
$ 2.94
$ 47.76
$ -
$ -
$ -
$ -
$ 59.00
$ -
$ 100.00
$ 1,269.78
$ 88.88
$ 1,358.66
Ariel View of Jack Russell Park with Possible Playable Field Options
AGENDA ITEM # 3A
APRIL 25,2016
Pop Warner/Flag Football (96' x 80'} Jr. T-Ball Field (100' at corners) Is in White
Ideas for Type of Fencing and Gates
AGENDA ITEM # 3A
APRIL 25,20.16
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEMS II JB
APRlL 25 ,2016
AGENDA ITEM: Request for a Waiver from City Code Section 24-272-Environmental
assessment and protection of wetlands and environmentally sensitive
areas to allow development within the 25-foot upland buffer and to
allow offsite wetland mitigation.
SUBMITTED BY: Kayle Moore, P.E .• Interim Public Works Director ~~
DATE: March 11,2016
BACKGROUND: Applicant desires to build a single family residence on a platted
residential lot which is partially within a wetland area.
City Code Section 24-272 contains the following wetland requirements (emphasis
added):
(b). Where the environmental assessment determines that natural jurisdictional wetlands remaining on the
site have been damaged or degraded over time through previous development, storm events, Improper
drainage runoff or other adverse activities, but where wetland vegetation and habitat are predominant in
quantity on a proposed development site, all plans submitted for reyiew or permitting shall demonstrate a
plan for restoration. enhancement. mitigation or recovery of remaining lurisdictional wetlands . Restated, It Is
the express Intent of the city that no net loss of jurisdictional wetlands occurs through any development
action within the city.
(c)(2). A natural vegetative buffer, which Is a minimum width of twenty-five (25) feet, shall be maintained
between development and all other jurisdictional wetlands not described In the preceding paragraph. In
cases where the minimum twenty-five-foot buffer Is demonstrated to be unreasonable or Impractical, an
averaged twenty-five-foot undisturbed buffer may be provided .
(d)(3). Single-family lots of record platted prior to January 1. 2002, shall be exempt from the fifty-foot
wetland buffer requirement, but shall be subject to the twenty-five-foot upland buffer requirement as
described In preceding subsection (c)(2).
(d)(4). Waivers from the requirement to provide and maintain an upland buffer may be requested in
accordance w ith subsection 24-46(d) of this chapter, and where such waiver Is approved, a berm or swale
to retain and filter stormwater runoff from the lot shall be created .
The applicant proposes to mitigate wetland loss through the use of a wetland
mitigation bank outside the City, and to construct a retention area to filter stormwater
runoff prior to entering the wetland. The applicant's FDEP Environmental Resource
Permit and Army Corps of Engineers Permit have been provided to the City and are
available through the Clerk's office.
BUDGET: No budget issues.
RECOMMENDATION: Consider approval of requested waiver to the City Code Section
24-272 requirements.
ATTACHMENTS: 1) Waiver Application for 980 W 141h Street
Reviewed by C ity Manager: -pk f/~~~
;:!!.!-~
i ]
.
-....Z4Qso9~
APPLICATION FOR LAND DEVELOPMENT REGULATIONS WAIVER
City of Atlantic Beach · 800 Seminole Road · Atlantic Beach, Florida 32233
Phone: (904) 247-5826 · FAX (904) 247-5845 · http://www.coab.us
Date _3-f/-"g'-+/-'-1-=-IP-· __
t I
File No .. ________ Receipt __________ _
Section 24-46 (d) permits the City Commission to authorize limited Waivers, on a case-by-case basis, from a
specific provision(s) of these Land Development Regulations when it is demonstrated that compliance with
such provision(s) would be unreasonable, in conflict with the public interest, or a practical impossibility. A
Waiver from these Land Development Regulations may be approved only upon showing of good cause, and
upon evidence that an alternative to a specific provision(s) of this Chapter shall be provided, which conforms to
the general intent and spirit of these Land Development Regulations. In considering any request for a Waiver
from these Land Development Regulations, the City Commission may require conditions as appropriate to
ensure that the intent of these Land Development Regulations is enforced. A Waiver shall not modify any
requirement or term customarily considered as a Variance or any requirement or term prohibited as a
Variance, and shall be considered only in cases where alternative administrative procedures are not set for the
within the City Code of Ordinances.
1. Applicant's Name I 4 yl, ? ~ I !..J-'1-N d ft2A.-J5" r #-I
2. Applicant's Address P · 0. D'DI'-.'!J tb 2 7 Z-
3. PropertyLocation t:]0o lA..'. lL/5 r ~-~-~--~-J..c.... ~/hA
4. Property Appraiser's Real Estate Nnmber __ 1_7...:_:/....:0:...-·-=_3--"'~---_,D-<"_,u'-"'"'0'-'(-")'---------------
5. Current Zoning Classification /2. 5 2-6. Comprehensive Plan Future Land Use designation K L
7. Requested provision(s) from which waiver is sought: 25' k:c" + LrJ7V 0 8lJ·.f-te1 ar--..t:-( /'-1.; b-j wJ,"f\J op W-{>f-1.--il.N .... .I.L_, ~-.-f!t,'.-J c.I.J.<;J Bou,vJ;;..vi--t'5 ·
I
8. Size of Parcel __ ~-L7"'-t7-'-i--'/__,u:::.·"_,2=--------9. Utility Provider
10. Provide all of the following information:
11. Proof of ownership (deed or certificate by lawyer or abstract company or title company tbat verifies record
owner as above). If the applicant is not the owner, a letter of authorization from the owner(s) for applicant to
represent the owner for all purposes related to this application must be provided.
b. Survey and legal description of property.
c. Required number of copies (2)
d. Application Fee ($250.00)
I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THJS APPLICATION IS CORRECT:
AGENDA ITEMS # 3B
APRIL 25, 2016
ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING TIDS
APPLICATION
Name: i{GtJ, N VH f'¥2---7/ !\..)
Mailing Address: i2lP20-3 /QeA-t.il 8/vJ. tF Jfj/ J,-uk'5NV V,)/c f2. ) 22 L/ b
I
Phone: ']'24 Z3~n?Ja7 Fax: 1v"tf 3 7'1 ff3 7 & E-mail:~.---~---
/L/I•vrrz.T/,'1) e .Sdar l.fcw"'ed£Ue foP?VS,. tJ'v'->
10. Statement of facts and any special reasons for the requested Waiver, which demonstrates compliance with
Section 24-46 (d) of the Zoning and Subdivision and Land Development Regulations and specifically
describing how the request complies with the Conditions necessary for the City Commission to approve this
request. Please attach additional pages if needed.
AGENDA ITEM# 3B
APRIL 25, 2016
We are requesting a waiver from the statutory provision requiring a 25' buffer zone between lands
considered wet and construction activities, in this case a new residential1400 sq. ft. single family home.
The site we are requesting the waiver for is only 70' x 102'. When taking into consideration the required
setbacks established in zoning RS-2, it is physically impossible to build a home while attempting to
observe the minimum 25' natural buffer. Because ofthe presence of wetlands to the south and west, we
would not be able to build and respect the 25' buffer zone because of the required setbacks. Based on
the foregoing, our request for a waiver meets the requirements needed for approval of such request by
the City Commission.
We are also requesting a waiver from the requirement to replace impacted wetlands on the same site or
on another site within the City limits. The home we are proposing to construct will not only enhance and
retain the exceptionally high quality of life and the residential character of both the City and the
neighborhood in which it is located, but it will also be environmentally friendly. The home will have
photovoltaic solar panels and a solar water heater, both of which lowers the carbon footprint of the
home and its occupants. The new home will be built on a parcel of land that, in its current state, is
located on a dead end street and is a bit of an eye sore with over grown vegetation, including trash and
debris, from years of abandonment from prior uncaring owners. It is obvious from the trash and debris
present on this property that it has had vagrants and other unwanted visitors in the past. Thus, the
construction of a new energy efficient home on this property will enhance the beauty of the
surrounding neighborhood, raise property values in the neighborhood, and improve and increase
security in the neighborhood by eliminating places for undesirables to hang out or trespass.
We obtained federal and state permits to impact a very small amount of jurisdictional wetlands, .09 of
acre or 3920 square feet. Copies of the permits are attached to this waiver request form.
The City, at present, does not have any available places or alternative locations within the City of
Atlantic Beach to restore the impacted wetlands. The provision to mitigate wetlands within City
boundaries without offering suitable, available sites that can be replanted with wetlands within City
boundaries makes it both impracticable and impossible to comply with the provision imposed.
Therefore, as a matter of public policy, due to the impracticability and impossibility to comply with this
provision, the waiver should be granted.
Despite the lack of available sites within the City, we mitigated the wetlands that will be impacted by
paying to restore the wetlands into a local wetland bank located in our basin, as required by federal and
state law, to offset the wetland impacts that will be caused by building the home. In addition, we
designed and engineered a system to retain our own storm water runoff, which has been approved by
federal and state jurisdictional authorities. (See permits from the DPEP and Army Corp of Engineers
attached).
Every effort will be made during construction to minimize the impact to the surrounding properties. As
an extra safety net, both the DPEP and the Army Corp of Engineers will be inspecting the property for
compliance with all federal and state laws both during and after construction. If, at any time, the
property changes ownership the new owners must sign and accept to continue to maintain the federal
permits.
We believe that the waiver of the provision is warranted and should be approved for several reasons.
First, the owner procured the required fed era I and state wetland mitigation permits. In addition, the
AGENDA ITEM# 3B
APRIL 25,2016
owner paid to restore the wetlands, as required by federal law, in an approved wetland bank located in
a designated local wetland basin because the City currently offers no reasonable alternative solutions or
locations within its boundaries to mitigate small amounts of wetlands to its occupants. Finally, approval
of the waiver is in the best interest of the City and the local neighborhood. An esthetically beautiful,
well-built, energy efficient home will serve the neighborhood and its neighbors in many better ways
than a vacant abandoned lot.
AGENDA ITEM# 3B
APRIL 25, 2016
MAP SHOWING SURVEY OF
LOT 1, BLOCK 219, ALTANTIC BEACH SECTION ''H", ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA.
~
0
0
0/E
OfT
X
X-X
FOR: DESTINATION HOMES, LLC
--' + '· . '
~x--x--x--x--x--x--x--x--x--x-c~--
0.2' FD. 1/2 .. IRON 102.05 ' D.:. FND. CONC MONT
(WIT~ CAP) (NO 1.0.)
6" OAKO
Oa· OAK
WEST 14th STREET
(50.0 FOOT RIGHT -OF -WAY)
(NOT PAVED)
11;/.,0N< /~ FD. 1/2 .. IRON y [f~c)/2 'REilftl' 102.04'/ (LB5231)
~~~11-.8~5~.~--~------------------.~\~ P---------------------------.~----10-2/.o'~
O 6'b:., 90. 19 ~EBAR TO IRQ~ • ,'1-'1-
23" TWIN7cr:.. '---__ ZONE "X"(SI"'ADED) ,'"-'{s> ----=-:._ ~~. --.._
ON<S ' ZONE "AE"(ELEY.--5')-. ~. 0 a· ON<
0 0 N
N 14-" OAK 0 10" WlLD OUVE
~ u o ..
_J ro -~
1-
0
0 13" ON<
_J
<~'.o.
~.
90.19' R0 BAR TO IRON
,, . o~ .N
6 WlUOWA /"i ~ 102.00'
FD. 1/2" IRON I "0'---
(L2 5231) .,----X---
'?I
NOT LOCATED
102.04'
NOTE: INVASIVE SP~CIES TRESS
~
CONCRETE MONUMENT
IRON PIPE OR ROO
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
CROSS-CUT IN CONCRETE
FENCE
ECK LAND SURVEYORS. INC.
GENERAL NOTES:
1660 EMERSON STREET
JACKSONVILLE, FLORIDA 32207
(904) 396-6334
FAX (904) 396-9997
2. No abstract of Title furnished.
(·
~. '·., \' :>"~>, ~< ·.·•
~U G. f.Y~RE11', JR.
C<>rtir.oota No. 3267
LOUIS J. EVERETT
Certificate No. 4099
E-<~ ~~ ~'f ~"-E-<9
if.lj:
"' <J:!i'i: -,_ zo oi2
C!Jo
~ci txl~
/ls best determined from an
inspection of Flood Insurance Rate
t.4ap: 120075 0408 H
dated G-J-1 J , the lands(house
surveyed lie in Zone "X~' & 11AE".
1.~ This is a: Boundary survey.
3. Not abstracted for easements.
4. Basis of Bearings: N(A
Not valid unless Surveyor's
Official Seal is embossed
hereon.
Professional Su~eyors & Mappers
State of florida
SCALE· 1 "=20' DATE: 12-4-13 FlEW BOOK___IlL PAGE~ DRAFTSMAN· J A 8 ORDER# 13215 -A
AGENDA ITEM# 3B
APRIL 25, 2016
MAP SHOWING SURVEY OF
LOT 1, BLOCK 219, ALTANTIC BEACH SECTION "H", ACCORDING TO THE PLAT THEREOF
RECORDED IN PLA.T BOOK 18 PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNIY, FLORIDA.
-J.:t FJ_ 1 /'2~ IHON
('!i:Tl-f t"':W)
0
<Cl
oi -.;-
6" OAK 0
Os· OAK
FOR: DESTINATION HOMES, LLC
~f· +
·-
1.02_{)-!)' 0,4' r:ND. CONC M(,:\'T
(NO :.D.)
WEST 14th STREET
(50.0 FOOT RIGHT-OF-WAY)
(NOT PAVED)
0
N
Os· oAK
0
f-i ~' ~~ rz41 D:<LL.
0 10' WILD OLIVE
E-<? . N 14" OAK
~ (l)!j:
1EQ.Qill;
0 CONCRETE MONUMENT
0 IRON PIPE OR ROO
0/E OVERHEJID ELECTRIC
0/f OVERHEAD 1El.EPHONE
X CROSS-CUT IN CONCRETE
X-X FENCE
As best determined from an
inspection of Flood Insurance Rote
Map: 120075 0408 H
doted 6-3-13 , the lands/house
surveyed lie in Zane "X" & "Jl£".
~
0 ;,<:: <:>
(_) <I!n=' r---S· ............ zo co 0~ . 0q ~ ~~ 1-
0 co~
0 13" OAK
...J
90.19' RESA~ TO ;ROfJ
1 02.04'
NOTE: \NVASIV£ SP£ClES TRESS
ECK LAND SURVEYORS, INC.
1660 EMERSON STREET
JACKSONVILLE. FLORIDA 32207
(904) 396-6334
FAX (904) 396-9997
. '\>\~·~:~~~:'·<\~;;~
GENERI\L NOTES;
1.1 This is a: Boundary survey.
2. No abst..-act of 1itle furnished.
3. Not abstracted for easements.
4. Basis of Bearings; N/A
Not valid unless Surveyor's
Official Seal is embossed
hereon.
fiARLG G. t:vERtrr,·~"l<.~.--
Ceruticat(l No. j2B7
LOUIS J. EVERETT
C111rtiflc~tf; No, 4099
Profeoslona~ SurYo)'Qrs & ~tappers
Slate of Florida
SCALE: 1"=20' DATE· 12-4-13 FIELD BOOK.....ll.§_ PAG~ DRAFTSMAN' J A 6 ORDER # 13215 -A
\
'
AGENDA ITEM# 3B
APRIL 25, 2016
980 W 14th Street Wetland Waiver
Request for a Waiver from requirements of
Section from City Code Section 24-272 -
Environmental assessment and protection of
wetlands and environmentally sensitive areas to
allow development within the 25-foot upland
buffer and to allow offsite (out of the City)
wetland mitigation.
980 W 14th Street Wetland Waiver
• Applicant has a platted O.lxx acre residential lot
• Applicant has obtained FDEP and ACOE permits for
stormwater management through construction of
onsite retention and for mitigation of wetland impacts
through the purchase of mitigation credits from the
Highlands Ranch Mitigation Bank located in Clay
County.
• The applicant will not be able to build on the lot
without the granting of a waiver.
Wetland Mitigation
• 24-272 (b) states, Where the environmental assessment
determines that natural jurisdictional wetlands remaining
on the site have been damaged or degraded over time
through previous development, storm events, improper
drainage runoff or other adverse activities, but where
wetland vegetation and habitat are predominant in
quantity on a proposed development site, all plans
submitted for review or permitting shall demonstrate a
plan for restoration, enhancement, mitigation or recovery
of remaining jurisdictional wetlands. Restated, it is the
express intent of the city that no net loss of jurisdictional
wetlands occurs through any development action within
the city.
Upland Buffer
• 24-272 (c)(2) states, A natural vegetative buffer, which is a minimum
width of twenty-five (25) feet, shall be maintained between
development and all other jurisdictional wetlands not described in the
preceding paragraph. In cases where the minimum twenty-five -foot
buffer is demonstrated to be unreasonable or impractical, an averaged
twenty-five-foot undisturbed buffer may be provided.
• 24-272 (d)(3) states, Single-family lots of record platted prior to January
1, 2002, shall be exempt from the fifty-foot wetland buffer
requirement, but shall be subject to the twenty-five -foot upland buffer
requirement as described in preceding subsection (c}(2).
980 w 14th St. Site Plan
'o 'It)
............... . . •VL.oVV U.4' ( ·4.0:'>)
o I I ••o
6':1: 01 TCH -............................. ~ ....
.&. All OFF-SITE DRAINAGE FLOWING INTO PROP ERTY Y\~LL
FLOW ONTO SITE AND INTO CANAL
:* WEST 14th STREET BENCHMARK
'11000 PCVIER
POLE
PK NA IL IN POlE
!!lf:VA 110N (7.83)
• 0 (50.0 FOOT RIGHT-<>F-WA Y} 6~ OAK (4.3) /J-······-{NOT PAVED} 0 '/ ..... _ .... ____ .. __
,e,• OAK • .. ....
fD, 1/2-REBr.R ('J,t;" ;·-··-··
(E~S:L---····--·
Oa· OAK
c ,,... OAK
0
PR N
N
~
(.)
0
...J
CD ...
t-
0
...J
WETLAND IMPACTS AREA -4,163 S.F. OR 0.096 ACRE I
~
l
0
:;!
I
~
I
Aerial View
980 W 14th St. Street View
980 W 14th Current Site Condition
Action to be Taken
• The City does not currently have a wetland mitigation bank.???
• 24-272 (d)(4) states, Waivers from the requirement to provide
and maintain an upland buffer may be requested in accordance
with subsection 24-46{d) of this chapter, and where such waiver
is approved, a berm or swale to retain and filter stormwater
runoff from the lot shall be created.
AGENDA ITEM:
SUBMITTED BY:
DATE:
BACKGROUND:
RECOMMENDATION:
ATTACHMENTS:
CITY COMMISSION MEETING
STAFF REPORT
Appointment to the Board Member Review Committee
Mitchell E. Reeves, Mayor
March 29,2016
AGENDA ITEM# 3C
APRIL 25,2016
The Board Member Review Committee (BMRC) was created by
Resolution No. 05-04 on April 11, 2005 and was later amended by
Resolution No. 06-03 on February 13, 2006 and Resolution No.
12-08 on April 9, 2012. The purpose of the Board Member
Review Committee is to encourage citizens to apply to serve on the
City's boards and committees including requesting applicants to
consider boards or committees other than those that they originally
applied for, to review and consider available applications when
vacancies occur, to consider recommending existing board and
committee members to an additional term and to make
recommendations to the Mayor as to which applicants to appoint to
fill those vacancies.
Board Member Review Committee citizen members will be
appointed by the Mayor subject to approval of the Commission.
Citizen members may serve two 2-year terms.
There is one upcoming vacancy on the Board Member Review
Committee due to Jerry Johnson's 2nd te1m expiring on May 14,
2016. Since he has served two consecutive terms, it will be
necessary to fill his vacancy with a new Citizen Member.
Below is a list of applicants to consider for membership on the
Board Member Review Committee.
1) Jennifer Leigh Lada
2) Marina Kaplan
Appoint Jennifer Lada to serve on the Board Member Review
Committee for a 2-year te1m beginning May 15, 2016 and ending
May 14, 2018.
1) Resolution No. 12-08
2) Board Member Review Committee Membership List
3) Application(s)
RESOLUTION NO. 12-08
AGENDA ITEM# 3C
APRIL 25, 2016
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA AMENDING THE
NUMBER OF MEMBERS, APPOINTMENT OF MEMBERS AND MEMBERSHIP
CRITERIA FOR THE BOARD MEMBER REVIEW COMMITTEE, PROVIDING FOR
AN EFFECTIVE DATE AND FOR OTHER PURPOSES.
WHEREAS, a Board Member Review Committee was created by the Mayor and Commission by
Resolution 05-04 adopted on April II, 2005 and amended by Resolution 06-03 which was approved on
February 13, 2006, to review applications and make recommendations for the appointment and
reappointment of members to the city's Boards and Committees, and
WHEREAS, it is desirable to replace the City Manager as a member on this Committee with
another citizen member.
NOW THEREFORE, be it resolved by the City Commission of the City of Atlantic Beach as
follows;
SECTION 1. Creation: Resolutions 05-04 and 06-03 of the City of Atlantic Beach creating and
amending the BOARD MEMBER REVIEW COMMITTEE sha11 be further amended as follows.
SECTION 2. Purpose: The purpose of the Board Member Review Committee is to encourage
citizens to apply to serve on the city's boards and committees including requesting applicants to consider
other boards or committees than those that they originally applied for, to review and consider available
applications when vacancies occur, to consider recommending existing board and committee members to
an additional term and to make recommendations to the Mayor as to which applicants to appoint to fill
those vacancies.
SECTION 3. Membership: There will be a total of six (6) members on this Committee. The first
member will be one ofthe sitting City Commissioners, who shall serve as chairman ofthe Committee,
shall serve a one-year term and will be eligible for additional terms. Each one-year term for the
Commissioner shall begin on December 1st. This member shall be appointed by the Mayor and be subject
to the approval of the commission. The second, third, and fourth members shall be citizens of Atlantic
Beach. They will be appointed by the Mayor subject to approval of the commission. The citizen members
shall have backgrounds or experience in committee work or human resources. The citizen appointments
shall serve two-year terms which will be staggered and be eligible to serve a second two-year term. The
fifth member will be the chairman of the board or committee for which vacancy or re-appointment is
currently being considered. They shall serve only for those meetings where membership on their board or
committee is being considered. The City Clerk shall serve as a non-voting member and perform all
necessary administrative duties.
SECTION 4. Duties and Responsibilities
(a) Review available applications for vacancies on city boards and committees and
interview applicants as the Committee determines necessary to make informed recommendations.
(b) Receive input on the needs of the boards and committees that have vacancies for
consideration as to the geographical, professional and philosophical balances needed so that each of those
boards and committees can successfully accomplish their intended purposes established by the Mayor and
Commission.
AGENDA ITEM# 3C
APRIL 25, 2016
(c) When a reappointment is being considered, solicit and receive input from the Chairman,
members or the staff liaison of the board or committee where the vacancy has occurred, or others on the
appointee's past record of service including, but not limited to, attendance, preparation and overall
contribution to the board or committee.
(d) Make recommendation(s) to the Mayor on appointments or reappointments to the city's
boards and committees as set forth in the Charter of the City of Atlantic Beach. Recommendations shall
be in the form of committee minutes along with copies of any applications of all candidates interviewed.
(e) Make additional recommendations for membership ifthe Mayor does not approve the original
recommendation for appointment.
SECTION 5. Meetings and Notice: The meetings of this Board Member Review
Committee shall be set at regular times and will be open to the public as well as to the other city elected
officials although non-members of the Board Member Review Committee shall only observe and not be
active participants in the meeting. A notice of meetings shall be provided in accordance with state law.
Additionally, copies of the applications for appointment shall be transmitted to the Mayor and
Commission prior to any meetings where interviews will be conducted and in the city commission agenda
packet.
SECTION 6. Effective date: This Resolution shall take effect immediately upon its
final passage and adoption.
q-u . 1 PASSED by the City Commission this ____ day of Apr I , 2012.
ATTEST:
/ltnvna~J~~
DONNA L. BARTLE
City Clerk
Approved as o form and correctness:
Resolution No. 12-08
MIKEBORNO
Mayor
Page 2 of2
CITY OF ATLANTIC BEACH
Board Member Review Committee (BMRC)
AGENDA ITEM# 3C
APRfL 25,2016
Created by Resolution No. 05-04 on Apri/11, 2005; Amended by Resolution N o . 06-03 on Feb . 13, 2006;
Amended by Resolution No . 12-08 on April 9, 2012
Total of Six Members (5 voting members & 1 non-voting member): Commissionermember-1 year term -no term
limit; Thre e Citizen Members-2 year term-2 term limit; Chairman of the board or committee for which vacancy is
currently being considered; City Clerk-non voting member.
NAME & ADDRESS POSITION/ EXP. DATE HOME I CELL I EMAIL
Jo hn Stinson C HAI R (904) 655-5250
Com mi ss ion Memb er
Regu lar Vot ing Memb e r
l s tTenn exp. 12/1/16
Solomon G. Brotman C iti ze n Member (904) 2 4 9-204 1
2 0 4 l Beach A ve nu e Regular Votin g Memb er (904) 396-409 1
Atlantic Beach . FL. 32233 2 nd Term exp. 3/27/17 (904) 396-9091 PAX
Mike Paschall Citi ze n Member (904) 333-7811
700 Parad ise Lane Regu lar Vot in g Memb er mpaschal@ bellsouth.nct
Atlanti c Beac h, FL 32233 151 Term exp. J /25/1 8
Jerry John so n C iti ze n Membe r (904) 372-7064
2322 Beac hcomb er Trail Regular Voting Member (904) 923-7033
Atlantic Beac h, FL 3223 3 2 nd Term cxp. 5/14/16 Jhnsnjrry 1654@ bellsouth.net
Chairp e rson of Related Board Board/Committee Chair Varies
or Comm ittee bein g add ressed Votin g Member
No exp iration
Staff Liaison for Re lated Atte nds meet ing to prov id e in form ati on lo Varies
Board or· Com mitte e bein g app li ca nts being intervi ewed and to the BMRC
addressed membe rs.
No expiration
Donna Oartl e C ity Clerk/Recording Secretary (904) 247-5R09
(904) 247-5846 Fax
dbartlc@ coab.us
All Official Coa·a·espondencc S hould Be Mailed to:
800 Seminole Road
At lanti c Beach, FL 32233
Email: dbartle@coab.us
Upd a ted 2-4-16
AGENDA ITEM# 3C
APRIL 25, 2016
/Jf\Jtf·,_ L.t.t I. ur .A.lLJ-\1~ .t.tL n~AL.n Received
.;f<(fr'{)~t lq t jlfl BOARD I COMMITTEE MEMBER APPLICATION FORM
Please check ('/) the box beside each Board or Committee that you are applying to serve on~~~ yo} cJ~Ja more than
one, please rank your interest in each board I committee by order of priority.
(A summary of each board/committee is available on page 2 of this form.) Office of City Clerk
a Code Enforcement Board ·§ Community Development Board
Pension Board of Trustees * · Board Member Review Committee
Cultural Arts and Recreation Advisory Committee
DATE: 'i'\31\\'5 APPLICANT'S NAME: ;}"01\'i.fOr Ldjh ~
ADDREss: \d.~l\ eteo.n B\vd) ~·cBeacJ),,R 3~33
DAYTIME PHONE: (.9 ol() Lfibl· & J Lf I EvENING PHONE: 5d.. rre...
E-MAIL ADDRESS: ""JLL-W?:i;2J@ ljAHCD~: __ 4-V)--'-t;~r--+-------
Please explain any employment experience, board/committee experience, and/or community volunteer experience
relative to the board/committee applying for.
Please provide a brief explanation of your interest or any special qualifications you have in this field and your reasons
for wishing to be appointed to this board/committee.
Please return completed form to
Donna L. Bartle, City Clerk, 800 Seminole Road, Atlantic Beach, FL 32233
PLEASE NOTE: Members of the Code Enforcement Board, Community Development Board and Pension Board of
Trustees are required to file Statement of Financial Interest Forms. Also, information regarding "Conflict of Interest"
is provided on page two of this application. This application will expire two (2) years after date of submittal.
CITY OF ATLANTIC BEACH
AGENDA ITEM# 3C
APRIL 25, 2016
BOARD I COMMITTEE MEMBER APPLICATION FORM Received
Please check (.Y) the box beside each Board or Committee that you are applying to serve on. lt}J'Af¥ che'_9k ffiWe than
one, please rank your interest in each board I committee by order of priority.
(A summary of each board/committee is available on page 2 of this form.)
Code Enfmcement Board
Pension Board of Trustees
Cultural Arts and Recreation Advisory Committee
Office of City Clerk ~ Community Development Board t:J Board Member Review Committee
DATE: 3 -lv ~ I l.tJ APP ucA Nrs NAME: _,_~'-"'a"-'-r---'--i .t.~-th a+------1\---'LQ~p\'-"'-a -'--LY\ _____ _
ADDRESS: 2-?:hq Sl2MlV\o\e vleac!A ct A+~nhZ f~ltlf_th) F L ?:>2-233
DAYTIME PHONE: 3o2 -?fi3-J)?:>5 EVENING PHONE: 3?1--J3q?-7/35
E-MAIL ADDRESS: ?C\Krl\ C IJ...@aol. [()IV\ FAX: _-...,L.Al-"-t\,L-+A_;_• -----
Please explain any employment experience, boa1·d/committee experience, and/o1· community volunteer experience
relative to the board/committee applying for. .
~_kjiMov1t-EvwtvaJ;oVJMt!rl V~Sei'lt~tbs~.owks+ \AJDA.J~Ik(1 OV\ h-eU-I+urJ {Divlltwttr'i:J ,
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1-o \?v1Qg (oW1l'Y\liV\dti!~ h~~~~ %d pwl·vtok V\Rtvlfh cuttl wtd( -/t}e.,fwt.
Please provide a brief explanation of your interest or any special qualifications you have in this field and your reasons
for wishing to be appointed to this board/committee.
~2D{ Vf~ ~,)j~~ \rMcl \)SQ ~L~1~Y1£YS l d01Je.Ao~0\,& aMd (!2MMVI1r'Q1 sht ILR Ltok(.o;LS In (J4w'L'~4f kvp),or 1ttl0vi
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Please return completed form to
Donna L. Bartle, City Clerk, 800 Seminole Road, Atlantic Beach, FL 32233
PLEASE NOTE: Members of the Code Entorcement Board, Community Development Board and Pension Board of
Trustees are required to file Statement of Financial Interest Forms. Also, information regarding "Conflict of Interest"
is provided on page two ofthis application. This application will expire two (2) years after date of submittal.
STAFF REPORT
C ity of Atlantic Beach
Commission Meeting
AGENDA ITEM 1130
APRIL 25,2016
AGENDA ITEM: Authorization for Ci ty M anager to s ign the Guaranteed M ax imum
Price Amendment a nd related d ocuments needed to proceed with con struction of p o lice
building renovation upon ad op t ion of0rdin ance20-16-137, a me nd ing th e FY 20 15/16
Operating Budget.
DATE: April 13 ~ 2016
SUBMITTED BY: J . Michael D eal , C hiefof Poli~
BACKGROUND:
T he public safet y bui lding was built in 1987. The police d epartme nt occupi ed
a pproximate ly 4 ,000 squa re foot an d the total staffin g for the p o lice departm ent wa s liz of
o ur current staffing.
In 1993 , th e police de partm ent h ad a lready outgrown th eir s pace and t he fi rst
architectural plans for expansion were introduced. No actio n was taken at that time. In
1999, the fire d e partment m erged with th e Ci ty of J acksonville Fire R escu e, a nd th e
p o li ce d e partment was able to ga in a n additi onal 2 ,000 square f eet that was previo us ly
a ll ocated to fire operations.
ln 2004, the C it y Commi ssio n budgeted $3 0,000 for des ign of remodeling and expansion
of the p o li ce d ep artm ent Fleet & Associates Architect & Plann er s provided an expansi o n
plan of an additio na l 2,841 square feet at a cost of $965,734. T he commiss ion believed
the expansion was in adeq uate and di rected s taff t o seek a n architectura l tinn that
speciali zes in public safet y buildin gs.
I n 2007, Architects Des ig n Group (ADG) evalua ted the police d epartment s pace needs
and three poss ibl e s ites in the City to build a new p oli ce building . ADG recomme nded a11
18,000 s quare foot facility at an estimated cost of $5.8 million. T he Commi s sio n did not
approve th e recommendation due to the overall cost, s ize, and location.
ln 2008, a spatia l needs assessme nt was completed by ADG and they recommended a
14,000 square f oot building with an estimated co s t of$4.3 million . Th e commi ss io n
agreed to m ove forward and approved the budget to build the new p olice building.
In th e fa ll of201 1, after the design d ocuments were completed b y ADG , the commissio n
d ecid ed to defe r fi nal approval for constru ction until th e new commiss io n was seated.
AGENDA ITEM# 3D
APRIL 25, 2016
Police Building
April 13,2106
In 2012, the new commission decided not to proceed with the police building design, and
appointed a committee of citizens to evaluate the police building. The committee's
majority recommended construction of a new 9,000 square foot building and renovation
of the existing 5,000 square foot building. The estimated cost ranged from $3.3 to $4.2
million. There was also a minority report from 4 members of the committee that
recommended different options and a cost savings of$1.5 to $3 million. The commission
decided not to follow either committee's recommendation.
In 2014, a new architect design firm, Clemons, Rutherford & Associates (CRA) was
selected to evaluate and recommend a design for the police building on the existing site.
The commission approved CRA's conceptual design of adding an additional 7,257 square
feet to the existing 5,500 square foot building and renovating the existing space for an
estimated cost of $2.6 million.
In 2015, Auld & White was selected as the Construction Management consultant for the
project and the construction budget was increased to $2.9 million after it was discovered
that additional auger cast piles were needed on the north side of the building. The budget
increase was approved by the Commission.
Since 2004, at least $590,000 has already been spent on the aforementioned consultant,
design fees, and surveys related to the construction of a new police facility.
CURRENT
Auld & White publicly advertised the project and held an on-site meeting with all
prospecting bidders. At least three (3) bids were received for all but two (2) of the 25
trades involved in the project.
On March 30,2016, we received the Guaranteed Maximum Price (GMP) from Auld &
White of$3,132,800 with project alternates totaling $131,700. Auld & White also
presented a separate GMP for finishing items and equipment in the amount of $224,000.
Auld & White also submitted a detailed list of scope additions in the amount of$195,600
that were added after the initial estimate of$2.9 million. The scope additions which
include a retaining wall to move the flood plain boundary on the southwest side of the
proposed building expansion, adding utilities to the north parking lot, and changes to the
fire suppression system are the primary reasons for the significant increase in cost.
The project alternates include:
• Replacement ofup to 500 square foot of existing cedar siding-$27,300.
• Removal of existing radio antenna -$2,400.
• New 200kw generator-$81,200.
• FM-200 Clean Agent Fire Protection System (Dry Pipe) -$20,800.
AGENDA ITEM 1130
APRIL 25, 20l6
Police Building
Apti l 13, 2106
Finis hing items and equipment inc luded in the separate GMP include:
• Unifonn lo ckers and s hower benches -$9,500.
• Furnishings and blinds-$4,100.
• Access Contro l System, CCTV, lnfonnation Technology, Audio Visual, and
w irin g for 9 1 1 and radio services in the Communication Center-$96,000.
• Shelving, gun lockers, evidence lockers, cabinets -$90,000
The above alternates and fini s hing items are needed for a turn-key police depattment, and
should be included in the ove1·a ll budget for this project.
The total cost of the project with all alternatives and fini s hing items will be $3,467.700.
This is an in crease of approximately $575,000 over the c urrent budget of $2,892,700.
BUDGET:
RECOMMENDATlON: Authorization for C ity Manager to s ign the Guaranteed
Maximum Price Amendment and related documents needed to proceed with construction
of poJice building renovation upon adoption of Ordinance 20-16-137, amending the FY
20 15/16 Operating Budget.
ATTACHMENTS : A. Guaranteed Ma x imum Pric e Amendm e nt ,
B. Auld & White GMP Letter dated March 30, 20 16 wi th ~tlachmcnts inc lu ding Co ntm ct
Schcclult: of Va lu es, Proposa l C larifi.cali ons and Drawin g List, dat ed TBD.
C . Auld & While GM P Building Pit Up Letlcr datt:d March 30, 2016 with altachmcnts includ ing
Contra ct Sc hedul e o fValu es, Proposal C larifi ca ti ons and Drawing Li st.
D. Au ld & Whit e Added Scope Table an d Amplifying Cost Data
REVIEWED BY CITY MANAGER: ::1t /4. ~ ~ ..
AIA
Exhibit A
Document A133 ™
Guaranteed Maximum Price Amendment
for th e following PROJECT:
(Na m e and address or lo catio n)
«Al33 Am endme nt>>
«At lan t ic Beach Citv Police Facilitv »
THE OWNER:
(Name, legal st a tus a nd address)
«City of Atlantic Beach »« 800 Seminole Road }>
<<Atlantic Bea ch, Fl 32233 >>
THE CONSTRUCTION MANAGER:
(Nam e, lega l :;latus a nd address)
«Auld & Wh ite Constructors, LLC »« 4168 Southpoi nt Parkway, Ste 101 >>
«Ja ckso nville, Florida 32216 »
ARTICLEA .1
§ A.1.1 Guarant ee d Maximum Pric e
Pursuant to Secti on 2.2.6 of the Ag reement , th e Ow ner and Co ns tru cti on Manage r here by
am end th e Agreement to esta b lish a Guaranteed Max imum Pri ce. As agreed by th e
Ow ner and Co nstru cti o n Man age r, th e Gu ara nteed Ma xi mum P rice is an amoun t that the
Contrac t Sum s hall not exceed. The Contra ct Sum cons ists of th e Co ns tructionManager's
Fee plu s the Co st of the Work, as that tennis defi ned in Arti cle 6 of thi s Agree ment.
§ A.1.1.1 The Contrac t Sum is g uara nteed by th e Co ns tru cti on Man age r no t to exceed
«Three Million Four Hund r ed Si xty Eight Thousand dolllars » ($ «3,468,000 >> ),
subj ec t to additi ons and deducti ons by Change Ord er as prov ided in the Contra ct
Doc uments.
§ A.1 .1.2 Itemized Statement of the Guaranteed Ma ximum Price. Provided be low is an
itemize d s tatement o f the G uarant eed Max imum Price organi zed by trade catego ri es ,
allowances, co ntingencies, al ternat es, the Co nstru ct ion Man age r's Fee, and o ther ite ms
tbat co mpri se th e Guarantee d Max imum Price.
(P ro vide b e low o r ref e rence a n alfac hm ent.)
« See Attac hment B »
§ A.1.1.3 The Guaranteed Max imum Pdce is ba sed on th e fo ll owin g alt ernates, if any,
whi cl1 are describ ed in th e Co ntra ct Docum ents and are hereby accepted by the Own er:
(Stale the num bers o r other iden tifica tion ofaccepted alterna tes . If the Cont rac t
Documents p enn it I h e Owner to a ccept o th er Cl lt emates s ubsequent to th e executio n of
this A m e ndment, atta ch a sch edule ofs uch other a lternates s howing the amount for each
an d the da te wh en the a mount exp ires.)
«Per Atta chment B Proposal Clarifications and Attachm en t C. Auld & White FitUp
GMP Propos al dated March 30,2016 »
§ A.1.1.4 All owances includ ed in the Guarant ee d Ma ximum Price, ifa ny:
2009
A GENDA JTEM II 30
APRIL 25,2016
ADDITIONS AND DELETION S:
The author of thi s document
has add ed i nf ormat i on
needed Cor its completion.
The author may also have
rev ised the t ext of the
original AlA s t andard f or m.
~n Add i tion~ and Deletions
Report Lhat notes a dded
information as well a s
revisions to the standard
[o llrn tex t is a vailable from
t he aut hor and should be
re vie1~e d .
This document has important
legal consequ ences .
Co ns ultaLion with an
attorney is encouraged with
respect to its completion
or mod ificati on .
Al A Docu me n t A2 0 1~-2007 ,
General cond itions of t he
Co n tract for Construction,
is adopted i n this document
by reference. Do not use
wi t h o Lher general
conditions unless this
document is modified.
{ide ntify allowa n ce a nd stat£
~ct us10ns, I} any, ;rom /li e _,, __ ...... -...... : .... \
U I IU 1•'UIH.,~p1 1-t,G ,/
ELE CTRONI C COPYING of any
p ortion of t his AIA ' Document
t o another electronic fi l e is
prohibited and consti tu t es a
v iolation of copyright laws
as set forth in the footer of
t his docu ment .
AlA Document Al33W -20 09 &xh lbit A . Copyr!9hl 1991, 200J and 2009 by The American lnatilute or Ar chitect$. Al l r1Qhta roaerva d .
WAIUIItiC : 1hl• AtA0 Poou~Unl h protected by u s. Copyright r...w &nd ln~.rnatlonal 'rr .. t•••· Unauthorind reproduouon or d.htribuUon or l
thl• ALA•ooc~ent 1 or any portion of •t, ~•Y re•ult in 1evere civil and cri~in•l penalLJel, and will be proaeautad to th• ma•i~ua .at•nt
pouJbl• undu Ul• 1aw Thla c1ra!t w~• ptodueed by""' soOI'ete at 08:50:29 on 04/13/2016 undor Order llo.J206881701 1 which uplreo on
07/22/2016, and Is not ror roa~lo.
1151 GlJJ12/)
Item Price ($0 .00)
See Attachmen t B
§ A.1 .1.5 Ass umptions, if any, on whic h the Guara nteed Maximum Price isbased:
(( ))
A GENDA ITE M #30
APRJL 2 5 , 2016
§ A.1 . 1.6 The Guarantee d Max imum Price is base d upon the fo ll owing Supplemen tary and other Conditions of th e
Co ntract:
Docum ent Title Date
§ A.1.1.7 The Guara nteed Maxim um P ri ce is based upo n the fo ll ow ing Spec ifi cat ions:
(Eith er list th e Specffications h ere, or refer to an exh ibit at/ached to this Agreeme nt.)
(( ))
Section Title Date
§ A.1.1.8 T he Guaran teed Ma xim um P ri ce is base d upon the fo ll owing Drawi ngs:
(Eith e r list the Drawings here, or refer to an exhibit a/lach ed to this Agreement.)
Pages
Pages
<<based on th e drawings prepared by Cl emon s, Ruth erford & As sociate s, Inc. (see attachment B.
Drawing List and Proposal Clarifications). >>
Number Title Date
§ A.1. 1.9 T he Guara nt eed Maximum Price is ba se d upon the fo ll ow ing other documents and 'information:
(L is t any other documents or information here, or refer to an exhibit attac hed to this Ag r eem ent.)
(( ))
ARTICLEA.2
§ A.2.1 The anticipated date of Substant ial Co mpleti on established by this Amendmen t:
<<Apri l 1, 201 7 »
OWNER (Signature) CONSTRUCTION MANAGER (Signature)
~Ne lso n van Li ere..llii.Ci ty Ma nag er""'»'------~N at h a ni e l T. Marty,
~ Executive Vi ce
Pres id ent~>~>-------------
(Printed nam e and title) (Printed name and title}
AlA Document All~ -2009 Exhibit A. Copyrlqht 1991, 2003 •nd 2009 by The Amtrlcon lna t ltu~• of Ar c hltocta. All rlqhta rooorved.
WARNING t Thia AIA•Dooument ia prot•ated by u .s . Copyright Law and rntarnatlonal Treatiea . Unauthorized reproduction or dlatributlon ot
thia AIA•oocumant , o~ •ny portion ot lt , may reeult ln ••v•~• civil and e~iain~l penaltt••, and will~ proaeout•d to the eaxlR~~ ax l ent
poaaible under the la.,, Thi• d r a r t "aa p r oduced by Al A software at 08:!0:29 on 04/13/2016 under Or der No .J206881107 I 11hlch expire• on
07/2U 2016 , and Ia not tor resale. -
Uter Notu: 115163331271
2
£XHI~/T B
--
'PROPOSAl LET-TER'
~ . -.
--
March 30 , 2016 Re : City of Atlantic Beach Public Safety Building
Mr. Rick Carper
City of Atlantic Beach
850 Seminole Road
Atlantic Beach, Florida 32233
Dear Mr. Carper:
AGENDA ITEM 1#30
APRIL 25, 2016
We are pleased to submit our Guaranteed Maximum Price (GMP) Proposal for construction of the City of Atlant ic
Beach Pub lic Safety Building based on the drawings prepared by Clemons, Rutherford & Associates , Inc. (see
attached Drawing List) and Proposal Clarifications .
Our Guaranteed Maximum Price (GMP) Proposal is $3,132,800.
This Proposal is for acceptance within sixty (60) days . If you have any further questions, please do not hesitate to
contact me at (904) 296-2555 .
Sincerely,
Nathaniel T. Marty
Executive Vice President
NTM/eaw
Attachments
1 BU I LD WITH US. •IU'I r ··~~~ 1 '" M tiiC-'Il 1 111 '''""' •l~l 111 1 ,, 1 AULD·WHITE COM
SCHEDULE OF VALUES
CI TY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
AGENDA ITEM #30
APRIL 25, 2016
~I
• . . . GMPCOST '
~ODE _ , _ . ITEM oe_:;c~IPTION·B,U IL.DI~G ~sm~_ATE .
1 GENERAL CONDITIONS 179,000
2 GENERAL REQUIREMENTS 52,300
3 GEO-TECH MONITORING & TESTING FOR AUGERCA ST PILING ALLOWANCE 7,50 0
4 RELOCATE EXISTING EQU IPMENT ALLO WA NCE 1 000
5 ROOT TRIMM ING ALLOWANCE 3,000
6 EARTHWORK & DEMOLITION 58,80 0
7 SITE UTILITIES 89,100
8 PAVING & CURBS 56,10 0
9 LANDSCAPING & IRRIGATION 14 800
10 CONCRE TE SIDE WALKS W/CONC
11 BUILDING DEMOLITION & TEMP PRO CE DURE S 77 700
12 SEGMENTED BLOCK RETAINING WALL 29 ,200
13 DUMPSTER GATES ALLOW AN CE 7,500
14 CONCRETE 159,200
15 AUGER CAST PILES 181 .300
16 CMUMASONRY 88100
17 STRUCTURAL & MISC. STEEL 48 ,7 00
18 CARPENTRY & MILLWORK 235,200
19 MOIST URE PROTECTION 13,600
20 ROOFING & INSULATION 98,300
21 WOOD & HOLLOW METAL DOORS 146 000
22 INTERI OR STOREFRONT & GLAZING 64 400
23 GARAGE DOORS & SHUTTERS 14 ,500
24 DRYWALL & CEILI NGS 226,400
25 STUCCO & FIREPROOFING 3,100
26 FLOORING & TILE 85 ,800
27 FLOOR LEVELING ALLOW ANCE 1,000
28 PAINTING 35,700
BUILDING SPECIALTIES-OPERABLE PARTITION , TOI LET
29 ACCESSOR IES 21 20 0
30 SIGNAGE ALLOWAN CE 8,100
31 PLUMBING 103 .5 00
32 FIRE PROTECTION 100 000
33 HVAC 185,600
34 ELECTRICAL 346 ,0 00
35 CONTINGEN CY ALL OWANCE 50,000
36 OVERHEAD & PROF IT 277,300
37 BUILDER'S RI SK INSURANCE 9 600
38 PERFORMAN CE & PAYMENT BOND 22,900
39 GENERAL LIABILITY INSURANCE 28,100
40 CM -FIELD SURVEYS-X-RAY SLAB & TV PLUMBING LINES 3 200
TOTA~ ESTIMATED CONSTRUCTION COST -3 ,13~,800
,• BU IL D WIT H US . 1,111111 "'Ill! I II ~l tiii.APt. I '" 11Tt111PIIfll I WI•IJ 'II 11\1 AULD ·WH ITE .COM
PRQPOSAL CLARIFICATIONS
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
Included Items
1. Payment and Performance Bond .
2. Seven percent (7%) sa les tax .
3. Builder's Risk Insurance .
4. We anticipa te a ten (10) month, on-site constructio n duration .
AGEN DA JTEM I# 3D
APRLL 25,10 16
5. Constru ction duration quoted fo r sub sta ntia l co mpletion . Commenceme nt to be 10 days following issuance
of Notice to Proceed and all gove rn me nta l permits .
6. Surveying and x-raying existing slabs and grade bea ms.
7. Tie into exis ting site sewe r lines . No cleaning or repairs to exis ting lines are included .
8. Survey and TV existin g plumbing lin es.
9. Temporary dry-in and wea th er protection .
10 . 750 LF of 6' temporary construction fencing gates with wind screening per si te utilization plan .
11. Relocate existi ng flag pole .
12. Modu lar segmented block retaining wall placed on a #57 stone foundation wi th a 42" decorative aluminum
handrail , reference Sheet C-530.
13. Prefabricated solid surface window sills.
14 . Athletic fl ooring in a standard solid co lor.
15 . Upgrad ing cei ling in Fire Truck Bay with Type "X" drywall to achieve fire rating .
16. Ballistic Panels to be 11/8 per Wall Type 9 Sheet A4.0 , per specifications.
17 . Fire Alarm System.
1 BUILO W I TH US. toiiiC I lfol I li 1 llllf:AIE' j Ill' II iiJIIIIIM 11111 II Ill AUlD ·WHITE .COiol
. PROPOSAL CLA!l l FICATION~
CITY OF ATLANTIC BEACH PUBLIC SAFET Y BUILDING
MARCH 30 , 2016. . _ .
Excluded Items
1. Cit y of Atlantic Beach Building Permit fees and GLOMAR Permit.
2. Removal , rep lacement or handling of any unusable or hazard ous materials .
AGENDA l'fEM #3 D
APRJL 25,201 6
3. Impact fees, pollution charges, concu rren cy fees, tree mitigation, meter or utility company fees, if any.
4. Cos t of utility/electrical power during constructi on. Owner to pay for usage.
5. Storm Water Preven tion Per mit. Area distributed less th an one (1) acre .
6. Gutters and downspouts-none indi ca ted .
7. Wire she lvin g-none indica ted .
8. Commissioning of plumbing, fire protection , mechanical and electrica l systems including written balance
report and fun ctional performance tes ting ,
9. Lightning Protection Sys tem.
10. Construction Management Pre-Co nstruction Fee of $23,000 already encumb ered .
11. FM200 Fire Protection System .
12. Un iform locke rs and benches .
13. Window treatments.
14. Low vol tage wiring, sec urit y sys tem , ca rd readers, phone, data , A.V. equi pm en t and system .
~BUil D WITH US . AUL O·WH IT E COM
PROPOSAL CLARIFICATIONS
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
Allowances -Amounts Included in the Base Bid
1. Geote chnical Monitoring & Testing for Augercast Piles
2. Relocate Existing Equipment, Remove Owner Items Left
3. Arborist & Root Trimming per C-010
4. Dumpster Gates (no detail provided)
5. Floor Leveling
6. Signage to Include Relocating Marque Sign , Directional Sign & Building Room
Signage
7. Project Contingency
Proiect Alternates
1. Remove and repla ce up to 500 sf and repair (re -fasten) up to 700 sf
of existing cedar siding. All existing shingles to be cleaned and Add
stained to match new construction .
2. Remove existing radio antenna on the fire house tower . Add
3. Furnish and Install Diesel Fueled Stand by 200kw single phase
120/240 VAC Generac Emergency Generator supplied by Zabatt (3 Add pg . sp ecification attached -subje ct to Engineer approval). Radiator
cooled engine per spe cif ic ation section 26 -32-16 .
4. Furnish FM -200 Clean Agent Fire Protection System. Add
\l 'At!F.R<IA I I II[M tiii:~A[ I IU S TI I\JIIIIfl/11 I ltlllll dlll l\1
$
$
$
$
$
$
AGENDA ITEM #JD
AI'RIL 25, 2016
7,500
1,000
3,000
7,500
1,000
8,100
$ 50,000
$ 27 ,300
$ 2,400
$ 81 ,200
$ 20,800
AULO ·WHIT E.COM
DRAWING LIST
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
14 BUILD W IT H US . f;OIII!I'[R lA I I liE 1\1 TIIGAHf I ttiSTJTIIriCdll\1 I INilii".TillPI
AGENDA ITEM #3D
APRIL 25,2016
~I
AULD·WHITE .COM
DRAWING LIST
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
STRUCTURAL
MECHANICAL
M0.1 General Notes, Legend, Abbreviations & Sheet Index
M1.1 Floor Plan -Renovation -Mechanical
M1.2 Floor Plan -Mezzanine -Demolition I Renovation -Mechanical
M6.1 Schedules -Mechanical
M9 .1 Details -Mechanical
M9.2 Details -Mechanical
MD1 .1 Floor Plan -Demolition -Mechanical
MD1.2 Floor Plan -Mezzanine -Demolition Plan -Mechanical
FIRE PROTECTION
(;(]f.'I,IEriCIAI I ltE IILTIILIIIH I IIH TIIIITIOIIAI I IIH•USI11Jfll
AGENDA ITEM# 30
APRIL 25, 2016
M11
01/15/16
02/29/16
02/18/16
01/15/16
01/15/16
01/15/16
02/18/16
01/15/16
AULO ·WHITE .COM
DRAWING LIST
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING
MARCH 30 , 2016
/BU I LD WITH US . r.orii:IHCJAI IILAITIIrAR< 1 Jti!.TITIJTI' tll\1 1 IIIUII';ff!l•\l.
AGENDA ITEM #30
APR IL 25, 2016
~I
AULD ·WHITE .COM
PROPOSAL L ET TER
March 30 , 2016
Mr . Rick Carper
City of Atlantic Beach
850 Seminole Road
At lantic Beach, Florida 32233
Dear Mr . Carper:
AGENDA ITEM #3D
APRIL 25,2016 &:XH1151T C
Re: City of At lantic Beach Public Safety Building Fit Up
We are pleased to submit our Guaranteed Maximum Price (GMP) Proposal for the fit up of the City of At lantic
Beach Public Safety Building based on the drawings prepared by Clemons, Rutherford & Associates, Inc. (see
attached Drawing Lis t) and Proposal Clarifications .
Our Guaranteed Maximum Price (GMP) Proposal is $224,300.
This Proposal is for acceptance within six (6) months. If you have any further questions, please do not hesitate to
contact me at (904) 296-2555 .
Sincerely,
Nathaniel T. Marty
Executive Vice President
NTM/eaw
Attachments
, •oUILO WITH US. Ul!lfllllll I HE•.tllll'/1111 j l liollltl liOtl lll llloldllf-1 AULD ·WH ITE .COM
SCHEDU L E OF VALUES
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING F IT UP
MARCH 30 , 2016
AGENDA ITEM # 30
APRIL 25,2016
CODE ITEM D~SCRIPTION -BUILDING FI T -UP ~~~~~.;:
BUILDING SPECIAL TIES-UNIFORM LOCKERS &
1 SHOW ER BENCHES 9 ,500
2 FURNISHINGS-BLINDS 4 100
3 LOW VOLTAGE I STRUCTURED WIRING I SECURITY ALLOWANCE 96 000
4 OVERHEAD & PROFIT 20,000
5 PERFORMANCE & PAYMENT BOND 2,600
6 GENERAL LIABILITY INSURANCE 2 ,100
7 GUN LOCKERS, EVIDENCE SHELVING & LOCKERS ALLOWANCE 90,000
TOTAL f;STIMATED CONSTRUCTION COST 224,3 00 . -
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PROPOSAL CLARIFICATIONS
CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING FIT UP
MARCH 30 , 2016
Included Items
AGENDA ITEM# 30
AI•RIL 25,2016
1. Lockers in Rooms 025, 028 and 035 only . Lockers in Room 047 evidence included in gun lockers allowance .
2. Window treatments .
3. All low voltage wiring, devices and equipment ; including Security System , Card Readers, Access Control
System and Audio Visual Monitors-see allowance.
Excluded Items
1. City of Atlantic Beach Building Permit fees and GLOMAR Perm it.
2. Removal, replacement or handling of any unusable or hazardous materials .
3. Impact fees , pollu tion charges, concurrency fees , tree mitigation, meter or utility company fees , if any.
4. Cost of utility/electrical power dur ing construction . Owner to pay for usage .
5. Storm Water Prevention Permit. Area distributed less than one (1) acre .
6. Gutters and downspouts-none indicated .
7. Wire shelving-none indicated.
8. Commissioning of plumbing , fire protection, mechanical and electrical systems including written balance
report and functional performance testing.
9. Lightning Protection System .
Allowances-Amounts Included in the Base Bid
1. Structured Cabling, Wiring, Security, Fire Alarm, Access Control System & Audio $ 96 ,000 Visual
2. Gun Lockers, Evidence Shelves & Lockers $ 90,000
3. Project Contingency $ 50 ,000
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CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING FIT UP
MARCH 30 , 2016
/BU I LD WITH US . \IH.I'IEHCI!d I 1\~~l TI!<.Ml I Hl'o!trll•t(ltlill I Ill lJ IIIAL
AGENDA I TEM# 3D
APRIL 25, 20 16
~I
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CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING FIT UP
MARCH 30 , 2016
STRU CTURAL
ME CHANI CA L
M0 .1 General Notes, Legend, Abbreviations & Sheet Index
M1.1 Floor Plan -Renovation -Mecha nical
M1 .2 Floor Plan -Mezzanine -Demolition I Renovation -Mechanical
M6.1 Schedules -Mechanical
M9 .1 Details -Mechanical
M9.2 Details-Mechanical
MD1 .1 Floor Plan -Demolition -Mechanical
MD1.2 Floo r Plan-Mezzanine-Demolition Plan-Mechanical
FIRE PROTE CTION
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AGENDA ITEM I# 30
APRIL 25, 2016
W11
01/15/16
02/29/16
02/18/16
01/15/16
01/15/16
01/15/16
02/18/16
01/15/16
AULD ·WHITE .COM
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CITY OF ATLANTIC BEACH PUBLIC SAFETY BUILDING FIT UP
MARCH 30 , 2016
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AGENDA ITEM #3D
APRIL 25,20 16
AULD ·WHITE.COM
~I Auld & White Cons truc tors, LLC
COAB -Police Station Addition
JACKSONVILLE BEACH , FL
DATE -March 30, 2016
1
2 Lot I Utilities added
3
4
5 ttic Insulation C han
6
7
8 increase
9
es
10
Increased GC's I GR's I TV Sewer line, X-Ray existing slab to
locate grade beams, Fees & Insurance
$
$
$
$
$
$
$
$
$
$
-------
l~itiPIAt:=~lk size increased from 5' to 8' to match the Seminole Rd
mprovements
Batt Insulation in the attic was changed to spray foam. Spray foam is a
product. That Architect wanted to make sure the building envelope
sufficient.
Hardened stucco ceilings added to meet the requirement that certain
ngs be Secure.
Spray fi re-proofing added to structural steel. Ceiling in dispatch needed to
be rated . Adding rated ceiling due to hieght constraints was difficult.
3 ,000 Spraying the structural steel eliminated need for rated ceiling .
STC 54 rating added to Operable partition wall. Architect felt a higher STC
would be desirable. ST C can be reduced .
Because of the extent of the renovation , the buildi ng needed to be brought
up to current fi re sprinkler code.
addition GC's and GR's needed
••TOTAL SCOPE ADD ITION S $ 195,600
Auld & Wh i t e Co n s tr u c t ors, L LC
-~----------------------------------~I
COAB -Police Station Addition
SCOPE CHANGES FROM DESIGN DEVELOPMENT PLANS
1 Segmented Block Retaining Wall -FEMA-Driven Changes
DESCRIPTION QTY UNIT @ l"l<ll;;t:. NUit:.~
0
Grade changes I Adjustments 1 LS 4.000.00 4.000
Segmented blocl< wall retaining wall 1 LS 28,700 .00 28,700
Dewatering 1 LS 2 ,500 00 2,500
Tu rbidity barrier I Additional Erosion control 1 LS 1.500.00 1.500
0
TOTAL Segmented Blcx:k Retaining Wall -FEMA-Oriven Changes 36,700
2 North Parking Lot I Utilities added
DESCRIPTION QTY UNIT @ t'l<ll.#t:. NOTES
0
Parking Lot demo 300 SY 10.00 3,000
New asphalt I striping I signage, etc 300 SY 50 .00 15.000
Concrete 1 LS 3 ,500.00 3.500
New Potable Water I Fire Lines 1 LS 17 000.00 17.000 Existi nQ lines were supposed to be adeQuate to tap into
Drainage increases 1 LS 3,000.00 3,000
0
TOTAL North Parking Lot I Utilities added 41 ,500
3 Dumpster Enclosure
DESCRIPTI ON QTY UNIT @ PRJCI:. NUit:.~
0
Dumpster enclosure added 1 LS 6 ,000.00 6,000 Existing condition does not meet code
0
TOTAL Dumpster Enclosure 6 ,000
4 Sidewalk size change
DESCRIPTION QTY UNIT @ PRICE NUft:::S
0
Sidewalks changed from 5' width to 8' 1 LS 3,000.00 3.000 Part of street change scope
0
TOTAL Sidewalk size change 3 ,000
5 Attic Insulation Change (Batt to Spray-foam)
DESCRIPTION QTY UNIT @ PRICE NUit:::S
0
Changed insulation in the attic spaces from Batt insulation to 12 800 SF 1.50 19.200 Sorinklering the attic drives this change
Spray-Foam wl smoke barrier retardant 0
0
TOTAL Attic Insulation Change (Batt to Spray-foam} 19,200
6 Stucco Scope addition
DESCRIPTION QTY UNIT @ PRICE NOTES
0
Rated lid stucco added 1 LS 15,000.00 15.000 Hardened ceilinas in sallvport I entrv ooints added
Stucco added to stem wall/ foundation walls INCL 0
0
TOTAL Stucco Scope addition 15,000
7 Spray Fireproofing added
DESCRIPTION QTY UNIT @ 1-'HIC,;t::. NOTES
0
Requirement added for structural steel to be fire proofed 1 LS 3,000.00 3.000 Code driven
0
TOTAL Spray Fireproofing added 3,000
8 Operable Partition STC Rating increase
DESCRIPTION QTY UNIT @ PRICE NOTES
0
Added requirement for Operable partition to be STC 54 rated 1 LS 4.000.00 4,000 Sound barrier ratina added
0
TOTAL Operable Partition STC Rating increase 4,000
9 Fire Suppression system changes-Increased Scope
DESCRIPTION QTY UNIT @ PRICE NOlt:S
0
Additional scope -Attic/Mezzanine sprinklers 15,000 SF 2.75 41.300
0
TOTAL Fire Suppression system changes -Increased Scope 41,300
10 Increased GC's I GR's I TV Sewer line X-Ray existing slab to locate grade beams Fees & Insurance ' ' DESCRIPTION QTY UNIT @ PRICE NUlt:S
0
Additional GC I GR's 1 LS 6.100.00 6,100
CM Precon Fee 1 LS 4.200.00 4.200 Added lV I X-rav slabs
CM Precon Fee I OH&D 1 LS 14,500.00 14,500 Added OH&P
P&P Bond 1 LS 1,100.00 1.100 Bond costs increase
0
TOTAL X-Ray existing slab to locate grade beams, Fees & Insurance 25,900
City of Atlantic Beach AGENDA ITEM #4A
FINANCIAL REPORT APRIL 25, 2016
March 2016
Cash Balances
Prior Current Dollar Percent
Fund(s) 02/29/16 03/31/16 Change Change
General $ 9,585,226 $ 9,401,973 $ (183,253) -1.91%
Tree Replacement 26,470 26,470 0.00%
Convention Development Tax 122,656 115,189 (7 ,466) -6.09%
Local Option Gas Tax 286,854 304,626 17,771 6.20%
Better Jax 1/2 Cent Sales Tax 501,823 517,420 15,598 3.11%
Police Training, Forfeiture, Grants, etc. 119,751 108,510 ( 11,240) -9.39%
Capital Projects 2,986,410 3,034,812 48,402 1.62%
Utility 6,022,066 6,304,748 282,683 4.69%
Sanitation 421,188 453,015 31,827 7.56%
Building Code Enforcement 464,017 453,809 (1 0,208) -2.20%
Storm Water 1,693,930 1,748,783 54,853 3.24%
Pension -Police 125,720 138,831 13,111 0.00%
Pension -General 52,107 55,589 3,482 6.68%
Total $ 22,408,217 $ 22,663,776 $ 255,559 1.14%
Total Restricted Cash 7,180,389
Total Unrestricted Cash $15,483,387
Cash and Investments
Prior Current Dollar Percent
Account 02/29/16 03/31/16 Change Change
Bank of America-Depository $ 6,654,241 $ 6,820,113 $ 165,872 2.49%
Delaware Limited-Term Diversified Inc A 2,504,730 2,516,890 12,159 0.49%
Global X Gold Explorers ETF 4,131,373 4,161,309 29,935 0.72%
lnvesco Floating Rate A 695,457 720,477 25,020 3.60%
Voya Short Term Bond Fund Class A 4,157,245 4,179,734 22,489 0.54%
MSSB Money Market/Cash 4,239,173 4,239,245 72 0.00%
SBA-Florida Prime 22,846 22,858 11 0.05%
Cash on Hand 3,150 3,150 0.00%
Subtotal $ 22,408,217 $ 22,663,776 $ 255,559 1.14%
Police Pension Investments $ 8,853,249 $ 8,856,909 $ 3,659 0.04%
General Pension Investments 15,624,700 15,610,046 (14,654} -0.09%
Subtotal $ 24,477,949 $ 24,466,955 $ (10,995) -0.04%
Total $ 46,886,165 $ 47,130,730 $ 244,565 0.52%
AGENDA ITEM #4A
City of Atlantic Beach APRIL 25, 2016
FINANCIAL REPORT
March 2016
Revenues
Annual YTD YTD Dollar Percent
Fund I (Footnote) Estimate Estimate Actual Variance Variance
General $ 11,762,799 $ 5,881,188 $ 7,814,141 $
Convention Development Tax 96,307 48,144 59,753
Local Option Gas Tax 461,611 230,802 231,035
Better Jax 112 Ct Sales Tax 790,128 395,058 390,358
Police Training, Forfeiture & Grants 89,150 46,800 39,612
Grants -CDBG 650,000 324,996
Capital Projects 855,000 427,488 440,377
Utility 8,335,711 4,167,774 4,295,292
Sanitation 1,840,330 920,154 985,876
Building Code Enforcement 439,134 219,546 259,288
Storm Water
Pension -Police
Pension -General
875,708 437,850 469,230
1,530,544 765,264 762,125
2,336,217 1,168,104 1,280,445
Total $ 30,062,639 $ 15,033,168 $ 17,027,532 $
Analysis of Major Variances
In general, the major variances are created when the actual funds received-to-date are
different from the percentage of the budget elapsed-to-date. Highlighted variance explanations
follow:
General Fund revenues show a net positive variance of $1,932,953. Most of this variance
is due to the timing of receipt of ad valorem taxes, the majority of which are received in
December.
Grant Funds reflected a negative variance of $324,996. This variance is made up entirely
of CDBG Grant Activity. The grant recently kicked off, expenditures and reimbursements
will begin to cycle in as the project progresses.
1,932,953 32.87%
11,609 24.11%
233 0.10%
(4,700) -1.19%
(7,188) -15.36%
(324,996) -100.00%
12,889 3.02%
127,518 3.06%
65,722 7.14%
39,742 18.10%
31,380 7.17%
(3, 139) -0.41%
112,341 9.62%
1,994,364 13.27%
AGENDA ITEM #4A
APRIL 25, 2016
City of Atlantic Beach
FINANCIAL REPORT
March 2016
Expenses
Annual YTD YTD Dollar
Department Estimate Estimate Actual Variance
Governing Body $ 40,384 $ 20,172 $ 21,030 $ (858)
City Administration 2,418,498 1,272,048 1,170,564 101,484
General Government 5,115,740 2,720,130 587,048 2,133,082
Planning and Building 1,337,724 702,034 310,234 391,800
Public Safety 5,813,259 2,926,620 2,600,170 326,450
Recreation and Beautification 1,286,900 744,467 551,147 193,320
Public Works 5,368,085 2,769,786 1,948,971 820,815
Public Utilities 10,070,138 5,135,948 3,957,710 1,178,238
Pension -Police 621,607 310,770 292,169 18,601
Pension -General 986,941 493,452 759,040 (265,588)
Total $ 33,059,276 $ 17,095,427 $ 12,198,083 $ 4,897,344
Annual YTD YTD Dollar
Resource Allocation Estimate Estimate Actual Variance
Personnel Services $ 10,198,510 $ 5,090,172 $ 4,485,805 $ 604,367
Operating Expenses 11,089,341 5,721,816 4,694,556 1,027,260
Capital Outlay 8,159,330 4,477,451 649,777 3,827,674
Debt Service 1,964,401 982,176 1,533,550 (551,374)
Grants and Aids 36,820 18,402 28,955 (10,553)
Transfers 1,610,874 805,410 805,440 {30)
Total $ 33,059,276 $ 17,095,427 $ 12,198,083 $ 4,897,344
Analysis of Major Variances
In general, the major variances are a result of timing differences created between the percentage of budget elapsed-to-date and actual
expenditures. Highlighted variance explanations follow:
General Government had a positive variance of $2,133,082. Most of the variance is the result of the Capital Project Fund -Public
Safety Building, Francis Ave Drainage and Marsh Preserve Path projects-see Project Activity Schedule.
Planning and Building had a positive variance of $391,800. Most of the variance is the result of the Francis Ave Drainage
Improvement Project (CDBG Grant)-see Project Activity Schedule.
Public Safety had a positive variance of $326,450. Majority of the variance consists of positive variances in Salaries ($250, 137).
Lifeguard Salaries total ($85,055), these salaries expense in the summer.
Public Works had a positive variance of $820,815. Most of the variance is the result of project activity budgeted that has not been
started/completed-see Project Activity Schedule.
Public Utilities had a positive $1,178,238 variance for the period. Most of the variance is the result of project activity budgeted that
has not been started/completed -see Project Activity Schedule
Pension-General shows a negative $265,588 variance for the period. In October, a large payout of $207,381.11 was made to a
former employee's beneficiary.
Operating Expenses had a positive variance of $1,027,260. Various contractual services make up $784,190 of this balance. The
largest contracts are the Fire Contract (COJ), Tipping Contract, and Road Paving.
Capital Outlay had a positive variance of $3,827,674. Most of the capital and project expenditures occur in the middle to latter part of
the fiscal year -see Project Activity Schedule.
Debt Service reflects a negative variance of $551,374; this was the result of the largest Public Utility debt service payment being
made in October.
Percent
Variance
-4.25%
7.98%
78.42%
55.81%
11.15%
25.97%
29.63%
22.94%
5.99%
-53.82%
28.65%
Percent
Variance
11.87%
17.95%
85.49%
-56.14%
-57.35%
0.00%
28.65%
AGENDA ITEM #4A
City of Atlantic Beach APRIL 25, 2016
FINANCIAL REPORT
March 2016
Project Activity-Current Year Activity Only
Project YTD YTD
Project Name Number Budget Actual Encumbrances Balance Status
General Government
RUSSELL PK RENOVATION PM1501 $ 233,180 $ 55,588 $ 8,636 $ 168,956 I
DONNER PK PLAYGRND LIGHTS PM1503 6,500 6,146 354 E
BULL PK PLAYGRND EQUIPMT PM1504 35,000 5,300 (0) 29,700 I
DUTION ISLE RD IMPROVMENT PM1505 25,000 7,386 17,234 380 E
NEW POLICE BLDG-DES/CONST PS1501 3,026,667 66,881 67,086 2,892,700
SALTAIRISTURDIVAN SIDEWLK PW1406 32,090 2,080 2 30,008 I
SEMINOLE STREET SCAPE 1 PW1407 258,092 7,684 408 250,000 D
MARSH PROJECT PED PATH PW1408 56,504 11,635 44,869 1 I
BIKE RACKS & STREET LIGHT PW1501 6,789 6,789 I
CH PARK LOT LIGHTS-LAST PW1504 9,554 9,554 (0) I
TOWNCENTER IMPR DECK & BR PW1601 40,000 40,000 E
VET PARK PLAYSET PW1602 40,000 40,000 E
MARSH PRESERVE PATH PHZ-1 PW1603 540,000 595 539,405 I
Subtotal $ 4,309,376 $ 179,637 $ 138,235 $ 3,991,504
Planing, Zoning & Building
FRANCIS AVE DRAINAGE IMPR PW1502 650,000 638,097 11,903
Subtotal $ 650,000 $ $ 638,097 $ 11,903
Public Works:
SEMINOLE STREET SCAPE 1 PW1407 $ 13,487 $ 12,807 $ 680 $ 0 D
SALTAIR DRAINAGE UPGRADE PW1411 61,707 4,000 (2) 57,709 I
SE SEMINOLE RD DRAIN IMPR PW1412 650,000 650,000 D
Subtotal $ 725,194 $ 16,807 $ 678 $ 707,709
Public Utilities:
INLINE VALVE INSTALLATION PU1404 $ 16,355 $ 16,253 $ $ 102 D
EFFLUENT OUTFALL REPLCMT PU1408 2,625 2,625 I
WELL LOGGING-6 WELLS PU1501 130,000 130,000 s
UPDATE MODELS PU1502 23,442 12,837 10,605 I
EFF OUTFALL@ SHERMAN PT PU1504 320,000 64 319,936 I
WETWLL LINE-MIM COVE LS PU1505 13,954 13,954 (0) I
WETWELL LINE-FAIRWAY V LS PU1506 14,141 14,141 0 I
NORTH FENCE REPLACE WTP2 PU1601 10,000 9,295 705 E
SOFTSTARTS -WTP1,2&3 PU1602 48,000 552 1,288 46,160 A
CHLORINE AUTO CONTROL VAL PU1603 31,000 356 24,273 6,371 A
CONTROL BUBBLER SYSTEM PU1604 15,000 172 402 14,426 A
REPLACE SEASPRAY H20 SERV PU1605 100,000 97,339 2,661 A
ATLANTIC WATER MAIN REPLA PU1606 100,000 100,000 E
SEWER SYSTEM REHAB SEAOAT PU1607 200,000 200,000 E
CONTROL PANEL LIFT STA WW PU1608 19,000 218 14,362 4,420 A
SOFTSTARTS LIFT ST. ABC&D PU1609 55,000 633 1,476 52,891 A
2 POINT REP. EFF GRAV ICW PU1610 30,000 30,000 E
PHORPHOROUS TREATMENT FAG PU1611 225,000 9,405 15,428 200,167 I
REPLACE DISKS KRUGER DISF PU1612 6,000 5,999 1 A
INFLUENT SCREENS (2} PU1613 20,000 230 537 19,232 A
REPLACE EFF PUMP #2 PU1614 50,000 575 1,341 48,084 A
REPLACE RAS PUMP & MOTOR PU1615 50,000 575 1,341 48,085 A
REPLAC INFLUENT PUMP WWTP PU1616 22,000 253 590 21 '158 A
SEMINOLE STREET SCAPE 1 PW1407 705,395 5,123 272 700,000 D
Subtotal $ 2,206,912 $ 150,584 $ 111,930 $ 1,944,399
Total $ 7,891,482 $ 347,028 $ 888,939 $ 6,655,515
Status Key
A-Bid/RFP Advertised I -Project In-progress
B -Bid Awarded N -Complete/Non-Capital
C -Project Completed R-Re-budget Next Fiscal Year OR Re-Evaluated
D -Design Completed S -Staff Researching
DE -Deferred X-Project Cancelled
E -Design Phase
1 -Seminole Road Street Scape Project totals $976,97 4
AGENDAlTEM:
SUBMITTED BY:
DATE:
STRATEGIC PLAN LINK:
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
Resolution 16-02 (Aquatic Drive Brownfield Designation)
Jeremy Hubsch, Building and Zoning Directo0
March 30,2016
None
AGENDA ITEM #6A
APRIL 25, 201(1
BACKGROUND: TriBridgc Residential has the property northwest of the Atlantic Boulevard
and Aquatic Drive intersection und er contract. TriBridge intends to develop the propet1y with
townhomes in the future. Prior to developing U1e site, TriBridge plans to conduct an
environmental c leanup of the property, which was once used as a dumping ground. The
geoteclmical repott conducted by Ell is and Associates on October 26, 2015 (Exhibit I) states
that their boring exploration found trash at depths between 2-1 0 feet below the surface.
TriBridge intends to designate the site as a "Brownfield s Site" under the F lorida Brownfields
Act. This designation will make the site e li gible for federal and state tax credits and offset
some of the cos ts of environmental remediation. In order for the site to be designated as a
"Brownfield s Site", th e City must ·first pass a Resolution designating it as such. It is important
to note that, the City wi ll not be liable for any environmental remediation or incentives as a
result of designated the prope1ty as a "Brownficld s Site". The Resolution specifically states,
"This designation shall not, h owever, render the City of Atlantic Beach liable for: the cost of
site rehabilitation or source removal; or for a n y other costs associated with the environmental
remediation of the Property."
BUDGET: None.
RECOMMENDATION: Approve Resolution 16-02
ATTACHMENTS: Resolution 16-02
Geotechnical Report
REVIEWED BY CITY MANAGER: -pt. !/a-7'<R.A.t
RESOLUTION NO. 16-02
A RESOLUTION OF THE CITY OF ATLANTIC BEACH,
FLORIDA, DESIGNATING THE PROPERTY LOCATED
IMMEDIATELY NORTHWEST OF THE INTERSECTION
OF AQUATIC DRIVE AND ATLANTIC BOULEVARD ON
BEHALF OF TBR AQUATIC OWNER, LLC, AS A
BROWNFIELD SITE.
AGENDA ITEM #6A
APRIL 25, 2016
WHEREAS, TBR Aquatic Owner, LLC (the "Owner") is under contract to purchase the
property located immediately nmihwest of the intersection of Aquatic Drive and Atlantic
Boulevard, Atlantic Beach, Florida 32233, RE# 177603-0000, in Commission District 1312, the
legal description and a depiction of which are attached hereto as Exhibit 1, both of which are
incorporated herein by this reference (the "Property"); and
WHEREAS, the Owner, or its successor or assigns in the ownership of the Prope1iy, proposes to
address the environmental impacts created by historic, unpe1mitted landfill activities, to
rehabilitate the Prope1iy and to develop the Prope1iy for multi-family residential use; and
WHEREAS, the Owner has requested that the City of Atlantic Beach designate the Prope1iy as
Brownfield Site as authorized under the Florida Brownfields Redevelopment Act, Sections
376.77-376.85, Florida Statutes; and
WHEREAS, the proposed rehabilitation and redevelopment of the Prope1iy will result in
increased economic productivity in the area and is consistent with the local comprehensive plan;
and
WHEREAS, the City of Atlantic Beach has complied with the procedures and has given proper
notice as required by Section 376.80, Florida Statutes;
NOW THEREFORE, BE IT RESOLVED, that the Mayor and Commission of the City of
Atlantic Beach:
SECTION 1. Findings. The Commission, acting as the goveming body of Atlantic Beach, finds
the preamble hereof to be true and conect.
SECTION 2. Designation. For the purposes of the Florida Brownfields Redevelopment Act,
376.77-376.85, Florida Statutes, the Prope1iy is hereby designated a Brownfield Site and shall
be refened to as the Aquatic Drive Brownfield Site. This designation shall not, however, render
the City of Atlantic Beach liable for: the cost of site rehabilitation or source removal, as those
terms are defined in Sections 376.79(17) and (18), Florida Statutes; or for any other costs
associated with the environmental remediation of the Prope1iy.
SECTION 3. Notification and rehabilitation agreement. The Owner will negotiate a
Brownfield Site Rehabilitation Agreement with the Florida Depmiment of Environmental
Protection ("FDEP") addressing the rehabilitation of the Property and notify the City Manager
when such an agreement has been reached.
00637705-2
AGENDA ITEM #6A
APRIL 25, 2016
SECTION 4. Sunset. This resolution shall stand repealed without further action of the
Commission nine (9) months from the effective date hereof unless a Brownfield Site
Rehabilitation Agreement pertaining to the Property has been signed with the FDEP by a person
responsible for brownfield site rehabilitation.
SECTION 5. No Exemptions. This Brownfield Site designation does not exempt the Property
from any local, state or federal permitting or code requirements.
SECTION 6. Effective date and recording. This Resolution shall take effect immediately upon
its final passage and adoption and shall be recorded in a book kept and maintained by the Clerk
of the City of Atlantic Beach, Duval County, Florida.
PASSED with a quorum present and voting, by the City Commission of the City of Atlantic
Beach, Florida, in regular session, on first reading this __ day of , 2016.
PASSED AND DULY ADOPTED with a quorum present and voting, by the City Commission
of the City of Atlantic Beach, Florida, in regular session, this __ day of _____ _
2016.
ATTEST:
Donna L. Bartle, City Clerk
00637705-2 JAX\2027169 _1
CITY COMMISSION OF THE CITY OF
ATLANTIC BEACH, FLORIDA
Mitchell E. Reeves, Mayor
Approved as to form and correctness:
Brenna M. Durden, City Attorney
~ Ellis&AssociatesiK
Geotechnical 11111 Materials Testing 11111 Environmental 11111 CEI
Integrated Engineering Services since 1970
REPORT OF
GEOTECHNICAL EXPLORATION
ATLANTIC BEACH PROPERTY
DUVAL COUNTY, FLORIDA
E&A PROJECT NO. 3719-0019
Prepared for:
Tribridge Residential Construction, LLC
1575 Northside Drive
Building 100, Suite 200
Atlanta, Georgia 30318
Prepared by:
Ellis & Associates, Inc.
7064 Davis Creek Road
Jacksonville, Florida 32256
October 26,2015
AGENDA ITEM #6A
APRIL 25,2016
~ Ellis&Associates.nc.
Geotechnical • Materials Testing • Environmental • CE I
Integrated Engine ering Services s ince 1970
October 26,2015
Tribridge Re si dential Construction, LLC
1575 Northside Drive
Bu il d ing I 00, Suite 200
A tl anta, Georgia 30318
Atte ntion: Wi ll iam Norri s
Referenc e : Report of Geotechnical Exploration
Atlantic Beach Property
.Duva l Co unty, Florida
E&A Project No. 3719-0019
Dear Mr. Nonis:
AGE NDA I T€M #16A
APRJL 15,2016
Bllis & Associates, Inc. ha s comp leted the req ues ted geotechn ica l exploration in general accordance with ou r
proposal dated October 12,2015. The exploration was petformed to eva luate the genera l s ubsurface conditions
within the proposed building and parking/drive areas and to prov ide recommendation s for s ite preparatio n,
foundation support and pavement design .
We appreciate the opportunity to be your geotechn ical consulta nt on thi s phase of the project and loo k forward
to providi ng the materia ls tes ti ng and observation that wi ll be required during the cons truction pha se. I f you
have any questio ns, or if we may be of any further service, please contact us.
Very truly yours,
ELLIS & ASSOC I ATES, INC .
Rober1 W. Clork, P.E.
Sr. Gootoc:hnlcel EniJn"r
Roahtorod, Aorldo No.5Z210
Olglton, >lontd l)yRobtll W (lor~
ON · (•US.o-kttnTt~U A(f\, ltu ilntSJ
AtPfts.MI~IWP.o~(II.IS AND
ASSOC:lAlES. cn-,Hohwrl W CIJ,k,
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Robert W. Clark, P.B .
Senior Project Engineer
Regis tered , Plorida No. 52210
Joey Brou ssard, P.E.
.Director of Geotcclmical Serv ices
Regi stered, Florida No . 58233
Distribution: Mr. Wi ll iam Norris-Tribridge Res identiAl 1 pdf
7064 Davis Cr eek Road, Jacksonville, FL 32256 • Phone: (904) 880..0960 & (800) 273-0960 I Fax: (904) 880-0970
Offices: Jacksonvil le, FL , Daytona, FL, and Brun swick, GA
www.elllsassoc.com
@!n Ellis&Associateslnc.
TABLE OF CONTENTS
AGENDA ITEM #tiA
APRIL 25, 2016
Atlantic Beach Property
Subject Page No.
1.0 PROJECT INFORMATION .................................................................................................. 1
1.1 Site Location and Project Description .................................................................................... !
2.0 FIELD EXPLORATION ......................................................................................................... 1
2. 1 SPT and Auger Borings ......................................................................................................... 1
3.0 VISUAL CLASSIFICATION ................................................................................................. 1
4.0 GENERAL SUBSURFACE CONDITIONS .......................................................................... 2
4.1 General Soil Profile ................................................................................................................ 2
4.2 Groundwater Level ................................................................................................................ 2
4.3 Normal Seasonal High Groundwater Level ........................................................................... 2
5.0 DESIGN RECOMMENDATIONS ......................................................................................... 2
5.1 Genera1. .................................................................................................................................. 2
5.2 Foundation Design Recommendations ................................................................................... 3
5.3 Pavement Considerations ....................................................................................................... 4
6.0 SITE PREPARATION AND EARTHWORKRECOMMENDATIONS ........................... S
6.1 Clearing and Stripping ........................................................................................................... 5
6.2 Temporary Groundwater Control ........................................................................................... 5
6.3 Compaction ............................................................................................................................ 6
6.4 Structural Backfill and Fill Soils ............................................................................................ 6
6.5 Foundation Areas ................................................................................................................... 6
6.6 Pavement Areas ..................................................................................................................... 7
7.0 QUALITY CONTROL TESTING ......................................................................................... ?
8.0 REPORT LIMITATIONS ....................................................................................................... 7
FIGURES
Figure 1
Figure 2
Figure 3 & 4
APPENDICES
Site Location Plan
Field Exploration Plan
Generalized Subsurface Profiles
Appendix A Soil Boring Logs
Field Exploration Procedures
Key to Soil Classification
3719-0019 October 26, 2015
AGENDA ITEM# 6A
APRIL 25,2016
~ EllisaAssociateSinc. Atlantic Beach Property
1.0 PROJECT INFORMATION
1.1 Site Location and Project Description
The project site is located at the northwest comer of the intersection of Atlantic Boulevard and
Aquatic Drive in Atlantic Beach, Florida. The general site location is shown on Figure 1.
At the time of our exploration, the site was undeveloped, with surface cover consisting of sparse to
thick trees. The site was relatively level with a slight slope upward from Aquatic Drive. Surface water
was not observed near planned structural areas at the time of our exploration.
You provided project information via several discussions and emails. We were provided with a
conceptual site plan for the potential construction. This plan indicated the boundary limits for the
property, the existing roadways adjacent to the site and the layout of the proposed construction.
We understand that the property will be developed for multi-family residential with two to three-story
townhomes and associated paved parking and drive areas. We expect that the proposed buildings will
be of block or wood frame construction with slab-on-grade floors. We were not provided detailed
structural loading and grading information. For the purposes of this report, we expect maximum
column, wall, and floor loads of 50 kips, 3 kips per linear foot (klf) and 100 pounds per square foot
(psf), respectively. We also expect that less than 2 feet of fill (and only nominal cuts) will be required
to achieve final grades in structural areas.
If actual building loads or fill/cut heights vary from these conditions, then the recommendations in this
report may need to be re-evaluated. We should be contacted if any of the above project information is
incorrect so that we may reevaluate our recommendations.
2.0 FIELD EXPLORATION
We performed a field exploration on October 23, 2015. The approximate boring locations are
indicated on the attached Field Exploration Plan (Figure 2). Our personnel determined the boring
locations using paced measurements from existing roadways and site features. The boring locations on
the referenced Field Exploration Plan should be considered accurate only to the degree implied by the
method of measurement used.
2.1 SPT and Auger Borings
We located and performed six Standard Penetration Test (SPT) borings, drilled to a depth of
approximately 20 feet below the existing ground surface, in general accordance with the methodology
outlined in ASTM D 1586 to explore the subsurface conditions within the area of the proposed
structure. Split-spoon soil samples recovered during performance of the borings were visually
classified in the field and representative portions of the samples were transported to our laboratory for
further evaluation.
We located and performed five auger borings, drilled to a depth of approximately 6 feet below the
existing ground surface in general accordance with the methodology outlined in ASTM D 1452 to
explore the subsurface conditions within the proposed pavement areas. Representative soil samples
also were recovered from the auger borings and returned to our laboratory for further evaluation. A
summary of the field procedures is included in Appendix A.
3.0 VISUAL CLASSIFICATION
A geotechnical engineer classified representative soil samples obtained during our field exploration
using the Unified Soil Classification System (USCS) in general accordance with ASTM D 2488. A
Key to the Soil Classification System is included in Appendix A.
3719-0019 October 26, 2015
AGENDA ITEM #6A
APRIL 25, 2016
@!ll Ellis& Associates inc. Atlantic Beach Property
4.0 GENERAL SUBSURFACE CONDITIONS
4.1 General Soil Profile
A graphical presentation of the generalized subsurface conditions is presented on Figures 3 and 4.
Detailed boring records are included in Appendix A. It should be understood that the soil conditions
will vary between the boring locations. The following table summarizes the soil conditions
encountered.
GENERAL SOIL PROFILE: BUILDING AREA
TYPICAL DEPTH (ft)
FROM TO SOIL DESCRIPTION uscsu>
0.0 0.5 Topsoil ----
0.5 2 Very Loose fine Sand SP
2 6-10 Very Loose to Medium Dense fine Sand and silty fine Sand SP,SM with trash (plastic, paper, glass and wood)
6-10 12 Very Loose to Medium Dense fine Sand, silty or clayey fine SP, SM, SC, CH Sand and VerySoft sanely Clay_
12 20 Loose to Medium Dense fine Sand SP
( 1) Unified Soil Classification System
4.2 Groundwater Level
Groundwater was encountered at each boring location and recorded at the time of drilling at depths
varying from 2 to 4 feet below the existing ground surface. We note that groundwater levels will
fluctuate due to seasonal climatic variations, surface water runoff patterns, construction operations,
and other interrelated factors. The groundwater depth at each boring location is noted on the
Generalized Subsurface Profiles and on the Log of Boring records.
4.3 Normal Seasonal High Groundwater Level
The normal seasonal high groundwater level is affected by a number of factors. The drainage
characteristics of the soils, land surface elevation, relief points such as drainage ditches, lakes, rivers,
swamp areas, etc., and distance to relief points are some of the more important factors influencing the
seasonal high groundwater level.
Based on our interpretation of the site conditions, including the boring logs and Duval County Soil
Survey, we estimate the normal seasonal high groundwater level at the site at the pond area to be
approximately 2 to 3 feet above the groundwater levels measured at the time of our field exploration. It
is possible that groundwater levels may exceed the estimated normal seasonal high groundwater level
as a result of significant or prolonged rains.
5.0 DESIGN RECOMMENDATIONS
5.1 General
Our geotechnical engineering evaluation of the site and subsurface conditions at the property, with
respect to the planned construction and our recommendations for site preparation and foundation
support, are based on (1) our site observations, (2) the field data obtained, (3) our understanding of the
3719-0019 2 October 26, 2015
@!ll Ellis& AssociateS inc.
AGENDA ITEM #6A
APRIL 25, 2016
Atlantic Beach Property
project information and structural conditions as presented in this report, and (4) our experience with
similar soil and loading conditions.
If the stated structural or grading conditions are incorrect, or should the location of the structure or
pavement areas be changed, please contact us so that we can review our recommendations. Also, the
discovery of any site or subsurface conditions during construction that deviate from the data obtained
during this geotechnical exploration should also be reported to us for our evaluation.
The recommendations in the subsequent sections of this report present design and construction
techniques that are appropriate for the planned construction. We recommend that E&A be provided
the opportunity to review the foundation plans and earthwork specifications to verify that our
recommendations have been properly interpreted and implemented.
5.2 Foundation Design Recommendations
As stated previously, sands with buried trash consisting of plastic, paper, glass and wood were
encountered in most of the borings. These unsuitable materials should be removed from the structural
and pavement areas of the site. Removal of these materials and general site work recommendations are
provided in Section 6 of this report. Provided the site preparation and earthwork construction
recommendations outlined in in this section are performed, the following parameters may be used for
foundation design.
5.2.1 Bearing Pressure
The maximum allowable net soil bearing pressure for use in shallow foundation design should not
exceed 2,500 psf. Net bearing pressure is defined as the soil bearing pressure at the foundation bearing
level in excess of the natural overburden pressure at that level. The foundations should be designed
based on the maximum load that could be imposed by all loading conditions.
5.2.2 Foundation Size
The minimum widths recommended for any isolated column footing and continuous wall footing are
24 inches and 18 inches, respectively. Even though the maximum allowable soil bearing pressure may
not be achieved, these width recommendations should control the size of the foundations.
5.2.3 Bearing Depth
The exterior foundations should bear at a depth of at least 12 inches below the exterior final grades,
and the interior foundations should bear at a depth of at least 12 inches below the finish floor
elevation. These embedment depths are to provide confinement to the bearing level soils. It is also
recommended that storm water be diverted away from the building exterior to reduce the possibility of
erosion beneath the exterior footings.
5.2.4 Bearing Material
The foundations may bear in either the compacted suitable natural soils or compacted structural fill.
The bearing level soils, after compaction, should exhibit densities equivalent to 95 percent of the
modified Proctor maximum dry density (ASTM D 1557), to a depth of at least one foot below
foundation bearing levels.
5.2.5 Settlement Estimates
Post -construction settlements of the structure will be influenced by several interrelated factors, such as
( 1) subsurface stratification and strength/compressibility characteristics; (2) footing size, bearing level,
applied loads, and resulting bearing pressures beneath the foundations; and (3) site preparation and
3719-0019 3 October 26, 2015
AGENDA ITEM #6A
APRIL 25, 2016
@!lJ Ellis&AssociateSinc. Atlantic Beach Property
earthwork construction techniques used by the contractor. Our settlement estimates for the structure
are based on the use of site preparation/earthwork construction techniques as recommended in Section
6.0 of this report. Any deviation from these recommendations could result in an increase in the
estimated post-construction settlements of the structure.
Using the recommended maximum bearing pressure, the supplied/assumed maximum structural loads,
and the field test data that we have correlated to geotechnical strength and compressibility
characteristics of the subsurface soils, we estimate that total settlements of the structure could be on
the order of one inch or less.
Differential settlements result from variations in applied bearing pressures and compressibility
characteristics of the subsurface soils. Because of the general uniformity of the soils encountered in
our borings and the recommended site preparation and earthwork construction techniques outlined in
Section 6.0, we anticipate that differential settlements of the structure should be within tolerable
magnitudes.
5.3 Pavement Considerations
Based on the results of our exploration, we consider the subsurface conditions at the site favorable for
support of a flexible pavement section when constructed on properly prepared subgrade soils as
outlined in Section 6.0 of this report. Typical pavement sections used in northeast Florida are shown
on the following table. If requested, we can prepare a project-specific pavement design if specific
traffic data is provided.
TYPICAL PAVEMENT SECTION
Pavement Layer Auto Parking & Traffic Truck Areas Lanes
Asphaltic Concrete Wearing Surface 1.5" 2.0"
Limerock Base 6.0" 8.0"
Stabilized Subgrade 12.0" 12.0"
5.3.1 Wearing Surface
The wearing surface should consist of Florida Department of Transportation (FDOT) TypeS asphaltic
concrete having a minimum Marshall Stability of 1,500 lbs. Specific requirements for TypeS asphaltic
concrete wearing surface are outlined in the 2000 edition of the Florida Department of
Transportation, Standard Specifications for Road and Bridge Construction. As an alternative, the
wearing surface may consist of a Type SP-9.5 asphaltic concrete as outlined in the current edition of
the Standard Specifications.
5.3.2 Base and Subgrade
The limerock base course should have a minimum Limerock Bearing Ratio (LBR) of 100 and should
be compacted to 100 percent of the modified Proctor maximum dry density (ASTM D 1557) value.
The subgrade material should have a minimum LBR of 40 and be compacted to 98 percent of the
modified Proctor maximum dry density (ASTM D 1557) value.
3719-0019 4 October 26, 2015
~ Ellis&AssociateSinc.
5.3.3 Underdrains
AGENDA ITEM #6A
APRIL 25, 2016
Atlantic Beach Property
Satisfactory pavement life is dependent on dry/stable pavement support provided by the base and
subgrade courses. Accordingly, a minimum clearance of 2 feet must be maintained between the
normal seasonal high groundwater table and the bottom of the base layer. Depending on final
pavement grades, underdrains may be required to maintain dry base and sub grade materials.
6.0 SITE PREPARATION AND EARTHWORK RECOMMENDATIONS
Site preparation as outlined in this section should be performed to provide more uniform foundation
bearing conditions, to reduce the potential for post-construction settlements of the planned structure( s)
and to maintain the integrity of a flexible pavement section.
6.1 Clearing and Stripping
Prior to construction, the location of existing underground utilities within the construction area should
be established. Provisions should then be made to relocate interfering utilities to appropriate locations.
Underground pipes that are not properly removed or plugged may serve as conduits for subsurface
erosion, which may subsequently lead to excessive settlement of overlying structures.
Site preparation should consist of clearing the existing vegetation and near surface organic topsoil.
The clearing/stripping operations should extend within and to a distance of at least five feet beyond the
perimeter of the proposed building areas and three feet beyond pavement areas. During grubbing
operations, roots with a diameter greater than 0.5-inch, stumps, or small roots in a concentrated state,
should be grubbed and completely removed.
Based on the results of our field exploration, materials containing trash were encountered at depths
varying between 2 to 10 feet below the existing ground surface. We recommend that this material be
removed from within and to a distance of 5-feet beyond the structural and pavement areas. Some of
the borings did not encounter buried trash. However, the actual extent and depth of unsuitable
materials should be determined by Ellis & Associates, Inc. using visual observation and judgment
during earthwork operations. The over-excavated unsuitable soils should be replaced with compacted
structural fill soils as discussed below.
Excavation side slopes should be in accordance with OSHA requirements for loose sandy soils.
Temporary slopes cut back at 1.5 horizontal to 1 vertical (1.5H: 1 V) may be used. The 1.5H: 1 V slopes
are contingent upon the dewatering system adequately controlling slope groundwater seepage.
6.2 Temporary Groundwater Control
The borings encountered groundwater at depths varying from 2 to 4 feet below the existing ground
surface at the time of our exploration. It may be necessary to install temporary groundwater control
measures to dewater the area to facilitate the removal of the unsuitable materials and to perform
compaction ofthe surface soils in other portions of the site. Groundwater control measures should be
determined by the contractor, and they should remain in-place until backfilling in over excavated areas
has reached a height of2 feet above the groundwater level at the time of construction. The site should
be graded to direct surface water runoff from the construction area.
Note that discharge of produced groundwater to surface waters of the state from dewatering operations
or other site activities is regulated and requires a permit from the State of Florida Department of
Environmental Protection (FDEP). This permit is termed a Generic Permit for the Discharge of
Produced Groundwater From Any Non-Contaminated Site Activity. If discharge of produced
groundwater is anticipated, we recommend sampling and testing of the groundwater early in the site
3719-0019 5 October 26, 2015
@!n Ellis&AssociateSinc.
AGENDA ITEM #6A
APRIL 25, 2016
Atlantic Beach Property
design phase to prevent project delays during construction. E&A can provide the sampling, testing,
and professional consulting required to evaluate compliance with the regulations.
6.3 Compaction
In areas where no trash removal is required, the exposed surface should be compacted with a vibratory
drum roller having a minimum static, at-drum weight, on the order of 4 to 6 tons. Typically, the
material should exhibit moisture contents within ±2 percent of the modified Proctor optimum moisture
content (ASTM D 1557) during the compaction operations. Compaction should continue until
densities of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557) have
been achieved within the upper 2 feet of the compacted natural soils at the site.
Should the bearing level soils experience pumping and soil strength loss during the compaction
operations, compaction work should be immediately terminated, and ( 1) the disturbed soils should be
removed and backfilled with compacted structural fill, or (2) the excess moisture content within the
disturbed soils should be allowed to dissipate before recompacting.
Care should be exercised to avoid damaging any nearby structures while the compaction operation is
underway. Prior to commencing compaction, occupants of adjacent structures should be notified, and
the existing conditions of the structures should be documented with photographs and survey (if
deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and Ellis &
Associates, Inc. should be contacted immediately. We recommend the vibratory roller remain a
minimum of 50 feet from existing structures. Within this zone, use of a track-mounted bulldozer, or a
vibratory roller operating in the static mode, is recommended.
6.4 Structural Backfill and Fill Soils
Structural backfill in areas where undercutting trash is required or fill for site development should be
placed in loose lifts not exceeding 12 inches in thickness when compacted by the use of the above
described vibratory drum roller. The lift thickness should be reduced to 8 inches if the roller operates
in the static mode or if track-mounted compaction equipment is used. If hand-held compaction
equipment is used, the lift thickness should be further reduced to 6 inches.
Structural fill is defined as a non-plastic, inorganic, granular soil having less than 10 percent material
passing the No. 200 mesh sieve and containing less than 4 percent organic material. The fme sand and
fine sand with silt or fine sand with clay, without roots, as encountered in the borings, are suitable as
fill materials and, with proper moisture control, should densify using conventional compaction
methods. Soils with more than 10 to 12 percent passing the No. 200 sieve will be more difficult to
compact, due to their nature to retain soil moisture, and may require drying. Typically, the material
should exhibit moisture contents within ±2 percent of the modified Proctor optimum moisture content
(ASTM D 1557) during the compaction operations. Compaction should continue until densities of at
least 95 percent of the modified Proctor maximum dry density (ASTM D 1557) have been achieved
within each lift of the compacted structural fill.
6.5 Foundation Areas
After satisfactory placement and compaction of the required structural fill, the foundation areas may be
excavated to the planned bearing levels. The foundation bearing level soils, after compaction, should
exhibit densities equivalent to 95 percent of the modified Proctor maximum dry density (ASTM D
1557) to a depth of one foot below the bearing level. For confined areas, such as the footing
excavations, any compactive effort should be provided by a lightweight vibratory sled or roller having
a total weight on the order of 500 to 2,000 pounds.
3719-0019 6 October 26, 2015
~ Ellis& AssociateS inc.
6.6 Pavement Areas
AGENDA ITEM# 6A
APRIL 25, 2016
Atlantic Beach Property
After completing the clearing/stripping operations and removal of areas of buried trash in the
pavement areas, structural backfill and fill required to achieve the finish pavement grades can then be
placed and compacted as described in Section 6.3 above. As an exception, densities of at least 98
percent of the modified Proctor maximum dry density (ASTM D 1557) should be obtained within the
upper one foot of the materials immediately below the proposed base course.
7.0 QUALITY CONTROL TESTING
Ellis & Associates, Inc. should be retained to perform the construction material testing and
observations required for this project, to verify that our recommendations have been satisfied. We are
the most qualified to address problems that may arise during construction, since we are familiar with
the intent of our engineering design.
A representative number of field in-place density tests should be made in the upper 2 feet of
compacted natural soils, in each lift of compacted backfill and fill, and in the upper 12 inches below
the bearing levels in the footing excavations. Density tests are recommended to verify that satisfactory
compaction operations have been performed. We recommend density testing be performed ( 1) at one
location for every 5,000 square feet ofbuilding area, (2) at 25 percent of any isolated column footing
locations, (3) at one location for every 100 linear feet of continuous wall footings, and (4) at one
location for every 10,000 square feet of pavement area.
8.0 REPORT LIMITATIONS
Our geotechnical exploration has been performed, our findings obtained, and our recommendations
prepared, in accordance with generally accepted geotechnical engineering principles and practices.
Ellis & Associates, Inc. is not responsible for any independent conclusions, interpretation, opinions, or
recommendations made by others based on the data contained in this report.
Our scope of services was intended to evaluate the soil conditions within the zone of soil influenced by
the foundation system. Our scope of services does not address geologic conditions, such as sinkholes
or soil conditions existing below the depth of the soil borings.
This report does not reflect any variations that may occur adjacent to or between soil borings. The
discovery of any site or subsurface condition during construction that deviates from the data obtained
during this geotechnical exploration should be reported to us for our evaluation. Also, in the event of
any change to the supplied/assumed structural conditions or the locations of the structures, pavements,
or pond areas, please contact us so that we can review our recommendations. We recommend that we
be provided the opportunity to review the foundation plans and earthwork specifications to verify that
our recommendations have been properly interpreted and implemented.
3719-0019 7 October 26, 2015
FIGURES
AGENDA ITEM# 6A
APRIL 25, 2016
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LEGEND ~Ellis & Associates.nc.
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Field Exploration Plan
Atlantic Beach Property
Allanti<Beach,FIOriclo
~ -~s.l.eo:::::.:!;~-·L--------------------------------------------------------------------------------------L------~~~~~~~~~~-~~~·~~~-----L--~o:~:·:~t:~~~5~_l __ :P~~·~:~~.:~3~7~·~::~·9~JL ____ :·~!:~2~ __ _j
Boring No. 81
1/9"
WOH/24"
II!i'ilil f~ Topsoil Fine SAND (SP)
lillill Fine SAND With Silt (SP-SM) m~ Silty Fine SAND (SM)
Clayey Fine SAND (SC) ~ CLAY (CH)
82
VERY LOOSE Dark
Brown Fine SAND With
Silt and Trash (Plastic)
(SP)
" 1 0/22120 1/12"
---~-~---~ --1/12"
VERY LOOSE Dark
Brown Silty Fine SAND
With Trash (Plastic)
(SM)
WOH/24"
83
: LOOSE Gray Clayey
Fine SAND (SC)
84
LOOSE to MEDIUM
~" 10/2212015
3
DENSE Brown to--~--~-~-3
Medium Brown Fine
SAND With Trash
(Wood, Paper & Plastic)
(SP)
BS
LOOSE Brown Fine
~T
10/2212015
SAND With Trash~·----~--6
(Glass & Paper) (SP)
11
86
LOOSE Brown and
Orange Fine SAND
With Trash (Glass) (SP)
LOOSE to MEDIUM
DENSE Medium Brown
Fine SAND (SP)
" m
VERY SOFT Gray ~~-------+;~-~:-r--------~---···--+'""''+-~· 10 ~
LEGEND
Sandy CLAY With Silt
(CH)
LOOSE to MEDIUM
DENSE Gray Brown
Fine SAND (SP)
LOOSE to MEDIUM
DENSE Medium Brown
Fine SAND (SP)
~ Standard Penetration Resistance, WOH Distance Split-Spoon Soil Sampler Dropped
Blows/Foot Under Weight of Drilling Tools and Hammer
SP Unified Soil Classification System BT Boring Terminated at Depth Below
~ Groundwater Level at Time of Drilling
1/12" One Blow to Drive Split Spoon Sample
Twelve Inches
Grade
LOOSE to MEDIUM
DENSE Medium Brown
to Medium Gray Brown
Fine SAND (SP)
Generalized Subsurface Profiles
Atlantic Beach Property
Atlantic Beach Florida
@:il Ellis&Associates ....
15
DATE' 10/26/15 PROJ. NO., 3719-0019 Figure 3
" m
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Boring No. A1 A2 A3 A4
o.-----------~~.----------------------------------m=m.---------------------------------~=m----------------------------------~~----------------------,
tu w u..
:i
t w
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Dark Brown Fine SAND, Trace Small
Roots (SP)
Brown Fine SAND With Silt (SP·SM)
Brown Fine SAND, Some Small Roots
Dark Brown Fine SAND (SP)
Brown Fine SAND With Silt (SP-SM)
(SP) _________ ·~---------··-----
Brown Fine SAND (SP)
10
LEGEND
Topsoil Fine SAND (SP)
Fine SAND With Silt (SP-SM) [ITill Silty Fine SAND (SM)
~ Clayey Fine SAND (SC) ~ CLAY (CH)
BT@ 6.0'
SP Unified SoH Classification System
_y Groundwater Level at Time of Drilling
BT Boring Terminated at Depth Below
Grade
y
10/2212015
Dark Brown Fine SAND With Silt
(SP-SM)
Dark Brown Silty Fine SAND (SM)
Medium Brown Fine SAND {SP)
1 10/22/2015
Brown Fine SAND With Trash
(Plastic) (SP)
Brown Fine SAND With Silt, Trace
Small Roots (SP-SM) ___ ,_
BT@ 6.0'
Generalized Subsurface Profiles
Atlantic Beach Property
Atlantic Beach Florida
~ Ellis&Associates~nc.
10
~~----------------------------------------------------------------------------------------------------------------------------------~D~A~TE~o~1~Q/~2~6~/1~5~P~A~OJ~.N~O~.o~3~7~1~9~-0~0~1~9--~--~F~i~gu~r~e_4~~
APPENDIX A
SOIL BORING LOGS
FIELD EXPLORATION PROCEDURES
KEY TO SOIL CLASSIFICATION
AGENDA ITEM# 6A
APRIL 25, 2016
~ Ellis&Associates~ne.
LOG OF BORING
AGENDA ITEM #6A
APRIL 25, 2016
Project No.: 3719-0019
BoringNo.: =B'-"1 ____ _
Sheet 1 of --"'---
Client: Tribridge Residential Construction LLC
---,------------,-------------------Drill Rig: Automatic Hammer Driller: =B"-. ~T"'"'ru""i=tt~-----
Bming Location: See Field Exploration Plan Drill Rod: A WJ Drill Mud: Super Gel-X
Project: Atlantic Beach Prope1ty
--------------------------Casing Size: Length of Casing:
Date: 10/22/15 Boring Begun: 10/22115 Boring Completed: 10/22/15
f-
0
(!)
f:l
~
0
0
(f)
~
(f)
3 w
~ a._
(!) .,;
0
0
~ ...
Groundwater Depth: 2.9 ft Time: Drilling
0 z
w
...J
0..
~
(/)
2
3
4
5
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
f-
1-w w u.
::i
1-
0.. w c
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
5 -
-
-
-
f--
w
0..
~
w
...J
0..
:i < (/)
/
DESCRIPTION
Topsoil With Concrete Debris
VERY LOOSE Dark Brown Fine SAND, Trace
Small Roots (SP)
ll:::rrl
8
VERY LOOSE to LOOSE Dark Brown Fine SAND ........ .
and Trash (Plastic & Wood) (SP) 1 :))
MEDIUM DENSE Medium Brown Fine SAND
:.:.:.;.;
:::::::.:
,•,•,•,•, ,•,•,•,•,
,•,•,•,•,
U:H
(SP) I= = ::::::::: ,•,•,•,•,
~ = •••••••••
~ -~~ME~D""IUM~7D=ENc=SE~G-ra-yc;=F"in-c"S"7AND~"(-,SP"')-----+.~:-:~·>>
--:::::::::
~ = :::;:::;:
t 10::
f--
f--
f--------
f--
f--
f--
f--------f--
f--
f--
f--------
f--
f--
f--
,•,•,•,•,
,•,•,•,•, ,•,•,•,•,
::;:;:;::
<·>>>
6 f--
•••••••••
f--
f--
f-15 -
'--
--
f--
f--------
f---
--
f--
f--------
f--
f--
f--
f--------
f--
f--
f--
,•,•,•,•, <<<·:
(') 7 f--
~ f--
~
(Q
a: w
0..
(/)
3:
0
...J
Dl
3
2
2
2
3
4
4
6
6
6
4
4
6
8
5
5
6
(.) (!) !:: z ~w
<...J (/)> :i
::J
Q) (!)< (J)w
:I a:_ <-(.)
iij oa: o,.(J) j:: t-w t-C > (/) z~ zc :3 z ~:i w~ uo 0.. a: a:z 0 w w
0.. 0.. 0
2
2
5
12
10
II
(%)
10 20 30
SHEAR STRENGTH
(ksf)
!;; 0 Pocket Penetrometer
"" Undisturbed Sample
::::i roo. Pocket Penetrometer
0 " Disturbed Sample
5 "' Torvane a
::J
()
e Unconfined Compression
[8] Triaxial Compression
40 0 2
f--
f--
1---
1---
f--
1---
f--
1---
f--
f.---:
f--
f--
-
1---
f.---:
f---::
-
1---
1---
1---
I---
0:: f--of---~ 20 _.._ _______ =-~-=--~~~~~--------~~~--_L ____ L_ __ L_ __ ~~_LJ_~~~-i--~~~_L~~~~
"' Boring Terminated @ 20 ft.
3
4
5 9
~ Remarks
(!)
0 ~L-----------------------------------------------------------------------------------------------------_j
b
(')
(/) w
~
(,)
0
(/)
~
(/)
3 w
(') z a:
0
"' u.
0
(')
0
_J
@:J Ellis& Associates Inc.
LOG OF BORING
AGENDA ITEM# 6A
APRIL 25,2016
ProjectNo.: 3719-0019
Boring No.: "'B..,2,__~---
Sheet 1 of
Project: Atlantic Beach Prope1ty Client: Tribridge Residential Construction LLC
--:----c------:---:------:------------Drill Rig: Automatic Hammer Driller: =-B,._. -=T=--n"-'Ii""'tt _____ _
Bming Location: See Field Exploration Plan D1ill Rod: A WJ Drill Mud: Super Gel-X
---------------------------Casing Size: Length of Casing:
Date· 10/22/15 Boring Begun· 10/22/15 Boring Completed· 10/22/15 Groundwater Depth· 2 8 ft Time· Drilling
u (.!)
SHEAR STRENGTH
~ z ~w !:: WI-(ksf)
w :2: O::z !:: ci 1-a.. <(..J en> ::»w 0 Pocket Penetrometer w <0 :::i :2: Undisturbed Sample z w ~ 0:: (.!)<( enw 1-1-a; <(-:::i LL :I 0::-u !!lz 0 Pocket Penetrometer w w w iii oo:: a.. en i= oo Disturbed Sample
..J :i ..J DESCRIPTION a.. 1-w 1-0 c
a.. > en ::l!:U 5 .., Torvane
:2: 1-a.. en z!;t z~ :5 a.. :2: 3: z w. + a • Unconfined Compression <( w <( 0 ~:2: uo a.. :::i en c en ..J 0:: o::z 0 () ~ Triaxial Compression
Ill w w (%) a.. a.. 0 10 20 30 40 0 1 2
1-0 -Topsoil ~1 1
1-VERY LOOSE Dark Brown Fine SAND (SP) [\· 1 1--
1 1 2
-
1--
1--
1--I> 2 -
VERY LOOSE Dark Brown Fine SAND With Silt I 1--lll ll' 1--and Trash (Plastic) (SP) ...
1--1
2 llll' 1 2 1--
1--.....
1--1 1--
VERY LOOSE Dark Brown Silty Fine SAND With .... 1/12" 1--
1--....
1--Trash (Plastic) (SM)
.... ....
1--,,,,
3 1-5 -
,,,, 1--....
1 1 1--,,,, ....
1--....
1--.... 1 ....
::JvoH/6'
f--
1--
1--.... 119" 1--....
4
.... 1--'''' 1/9" 1/9" 1--,,,, ....
1--'''' ....
1--''''
VERY LOOSE Gray Silty Fine SAND With Clay ... OH/2 " 1--
1--....
1--(SM)
.... ,,,,
1--....
5
,,,, f--,,,,
' OH/2L" 1--,,,, ....
1--'''' ,,,,
1--,,,,
1-10 -,,,, 1--....
1--.... ....
1--'''' 1--,,,,
1---
,,,, 1--....
1--,,,, ....
1--,,,, ....
1--....
1---MEDIUM DENSE Medium Gray Fine SAND (SP)
1--
1--~: ~: ): ~ 1--
1--·.·.·.·.·
1---::::::::: f--
1--•,•,•,•,•
1--•,•,•,•,•
1--~~()~ 4
5 f--
6 1--
1--
.....
1--~~~~~}~ 6 11
1-15 -1--
1--
•,•,•,•,•
1--
•••••••••
1--
1---1--
1--
1--
1--
1---1--
1--
1--
1--
1---1--
1--
1--~~ :~ ~~ ( 5 1--
7
1--
7 1--/}: 1--9 16 1--
20 Boring Terminated @ 20 ft.
Remarks
"' (0
2l
f--
0
<!l
(/) w
!;;:
(3
0
(/)
(/)
<{
(/)
::J
...J w
~
<!l
~
0
0
~ ,_
"' <!l z
0:
0
"' lL
0
(.')
0
...J
~ Ellis&AssociateSinc.
AGENDA ITEM# 6A
APRIL 25, 2016
ProjectNo.: 3719-0019
Boring No.: "'B'-"3,__ ___ _
LOG OF BORING Sheet 1 of -~~
Client: Tribridge Residential Construction LLC Project: Atlantic Beach Property
--,--------,--------:------------------Drill Rig: Automatic Hammer Driller: ~B..._. -"T-=:ru""i"'tt,__ ____ _
Boring Location: See Field Exploration Plan Drill Rod: A WJ Drill Mud: Super Gel-X
--------------------------Casing Size: Length of Casing:
Date· 10/22/15 Boring Begun· 10/22/15 Bming Completed· 10/22/15 Groundwater Depth· 28ft Time· Drilling
0 1-w z w
w u.
.J :i' D..
:2! 1-
D.. < w
t/) c
1-0 -
1-
1--
1
f--
1--
1--
1-~
f--
f--
2 1--
1--
f--
1-~
f--
f--
3 f-5 -
f-~
1--
1--
f-~
f-~
1-~
4 f-~
f-~
f-~
~ ~
-~
-~
5
~ ~
-~
1--
f-10 -
f--
f--
1--
1-------
f--
f--
f--
1-------
1--
f--
f--
1-------
1--
1-~
f--
6 f--
f-~
1--
f-15 -
'-~
-~
-~
1--------~
-~ ,_ ~
1--
1--
f--
1-------
f--
1--
1--
7 f--
1---
1---
20
Remarks
w
D..
~
w
.J
D..
:2! < t/)
DESCRIPTION
Topsoil
VERY LOOSE Brown Fine SAND (SP)
LOOSE Brown Fine SAND With Trash (Wood &
Glass) (SP)
LOOSE Gray Clayey Fine SAND (SC)
VERY SOFT Gray Sandy CLAY With Silt (CH)
LOOSE to MEDIUM DENSE Gray Brown Fine
SAND(SP)
Boring Terminated @ 20 ft.
Jlrr;l
,',',',',
:::::::::
,•,•,•,•,
,•,•,•,•,
...
,,,,,
:: :: : ~ : ~ :
,•,•,•,•,
<·>>> .·.·.·.·. ,•,•,•,•, <·>>>
.·.·.·.·.
1
1
2
1
1/12"
3
1/12" 1/12"
1/12"
1/12" 1112"
2
2
4
4
:}} 6 10
(%)
10 20 30
SHEAR STRENGTH
(ksf}
~ r... Pocket Penetrometer :2! \:.1 Undisturbed Sample
:::i ,.... Pocket Penetrometer
0 '"" Disturbed Sample
.....-Torvane 5 a
::J
0
e Unconfined Compression
18] Triaxial Compression
40 0 1 2
r--
r--
1--
\--
1--
1--
1--
1--
1--
\--
1--
1--
\--
\--
1--
f--
1--
\--
1---::
=
~ Ellis&Associatesi£
LOG OF BORING
AGENDA ITEM# 6A
APRIL 25, 2016
Project No.: 3719-0019
Boring No.: "'B'--'4 ____ _
Sheet 1 of
Project: Atlantic Beach Property Client: T1ibridge Residential Construction LLC
---------------------------Drill Rig: Automatic Hmmner Driller: ..,B._,_._,T""ru""l""·tt.__ _____ _
Boring Location: See Field Exploration Plan Drill Rod: A WJ Drill Mud: Super Gel-X
------------------------,-----Casing Size: Length of Casing:
Date: 10/22/15 Boring Begun: 10/22/15 Boring Completed: 10/22/15 Groundwater Depth: 2ft Time: Drilling
0 z
w
_J
0.
::!!:
<(
(/)
tii w u..
-I 1-
0. w c
f-0 -
1-
1--
I--
1--
f--
1--
1-
1--
w
0.
~
w
_J
0.
::!!:
<(
(/)
DESCRIPTION
Topsoil
LOOSE Brown Fine SAND (SP)
1\:::rrl
,',',',', ,•,•,•,•,
:::::::::
l~<< ,•,•,•,•,
~
<.0
0::: w
0.
(/)
~
0
_J
Dl
1112"
3
6
2 1--
1--
LOOSE Brown Fine SAND With Trash (Wood)
(SP) •,•,•,•,•
::::::::: 2
b
<9
ui w ~
(.}
0 en
~
en
:3 w
3
4
5
6
1--
c._ -
--
1--
'::: 5 -
r--
L--
r--
..___ -
~ -
--
--
MEDIUM DENSE to LOOSE Medium Brown Fine
SAND With Trash (Paper & Plastic) (SP)
--
= =-111-cL=--o=o-oos~E-,-to-=-ME=D""'IUM~~D~E~N~S"'E~M--o-ed""'iu-m~Bo-ro-wn-~F.--in-e--l~:::~::·-81:.:
_ _ SAND (SP)
--
1--
1-10 -1--
f--
1--
1-------
1--
1--
1--
1-------1--
1--
1--
1-------f--
1--
1--
1--
1--1--
'::: 15 =
--
--
'-----
--
~ -
~
--...., ~ -
~ ; ; H~<
~ --u:;:<
<9 7 --:.:-:-:-:
4
5
4
5
5
3
3
4
2
5
7
6
1
2
2
3
8
8
(.) (!)
SHEAR STRENGTH
z ~w 1-WI-(ksf)
3] C:::z !:: <C_.~ (/)> ~w 0 Pocket Penetrometer ::i ::!!: Undisturbed Sample (!)<( cnw 1-1-Q) 0:::-<(-(.) !az ::i 0 b~1~~~:Jg~~P\'eeter :::1 oc::: a. en i6 1-w 1-0 i= oo c
> z!;;( z:;: (/) ::!!;(.) 5 T Torvane
z w. :5 + CJ e Unconfined Compression ~::!!: uo 0. ::i
0::: c:::z 0 0 t:8J Triaxial Compression w w (%) 0. 0. 0 10 20 30 40 0
4
9
6
12
4
16 ~ = = :;:;::::: o~--~ 20 _.L------~---~~------~~L_ _ _L_~~-L--~-L_L~l_~~_L-~~_L_LJ_~~~
ro Boring Tenninated @ 20 ft.
~ Remarks
<9
0 ~L-----------------------------------------------------------------------------------------------------_J
~ Ellis&Associates~ac.
LOG OF BORING
AGENDA ITEM# 6A
APRIL 25, 2016
Project No.: 3719-0019
Boring No.: =B=5 ____ _
Sheet 1 of
Client: Tribridge Residential Construction LLC
--------------------------Drill Rig: Automatic Hammer Driller: =B~·~Tc-cn=ti=tt~--:----
Dtill Rod: A WJ Drill Mud: Super Gei-X
Project: Atlantic Beach Property
Boring Location: See Field Exploration Plan
--------:-----------,-----------c:------------:-:-::--:---Casing Size: Length of Casing:
Groundwater Depth: 2.3 ft Time: Drilling Date: 10/22/15 Boring Begun: 10/22/15 Boring Completed: 10/22/15
0 z
w
...J
ll. :=
<( en
2
3
4
5
r-
1--
1--
r-
L
-
1----
1--
-
r-
-------
-
-
-
---
---
1-w w u.
:i
I-
ll. w c
0 -
-
-
--
---
---
---5 ----
-
-
-
--
-
-
-
-
----
1---i= 10 = r--
1---
1----
1---r--r--
1----
1---
L -
w
ll.
~
w
...J
ll. :=
<( en
DESCRIPTION
Topsoil
VERY LOOSE Dark Brown Fine SAND, Trace
Organic Fines (SP)
LOOSE Brown Fine SAND With Trash (Glass)
(SP)
LOOSE Brown Fine SAND With Trash (Paper)
(SP)
LOOSE Medium Brown Fine SAND (SP)
Jl=l
•••••••••
~~~~!t% ~~IUM DENSE Medium Gray Brown <<:
' -t== :::::::::
' -:::::::::
~ 6 ~ 15 ~ :;::;::::
!:;: --',',',','
~ = = :::::::::
UJ --::::::::: :::; --........ .
§ ~ :::::·:·:
~
<D
0:: w
ll.
en ~
0
...J
al
2
l
2
2
2
5
2
2
3
5
4
3
5
6
2
2
I ~ HH: 2 ,._
Q)
::I
(6
> z
2
3
3
5
8
4
(.) (.!)
SHEAR STRENGTH
z ~w 1-WI-{ksf) ~ O::z !::: <(...J en> :::i ::::lw := G) Pocket Penetrometer
(.!)<( enw 1-1-Undisturbed Sample
0::-<(-(.) !!lz :::i 0 Pocket Penetrometer oo:: c.. en Disturbed Sample i= oo c 1-w 1-0 en :ii:U 5 T Torvane z~ z~
~:= w. :5 + a e Unconfined Compression uo ll. :::i
0:: o::z 0 <> ~ Triaxial Compression w w (%) ll. ll. 0 10 20 30 40 0
~ 7 = = :>> 4
7 ll ~~--~-20 ---L--~------~~--~~~~~----~·>~>:~ .. ~-_L-~--L--~~-L~~~~_L-~-i-L-LJ-~~"4
m Boring Terminated @ 20 ft.
~ Remarks
(!) gL_ ____________________________________________________________________________________________________ _J
b
(.')
(/)
~
li
0
(/)
~
(/)
:::;
-' UJ ...,
a.
(.')
~
0
0
~ ....
"' (.') z
~
0 m
lL
0
(.') g
~ Ellis&Associates,nc.
LOG OF BORING
AGENDA ITEM# 6A
APRIL 25, 2016
ProjectNo.: 3719-0019
Boring No.: ""B"'6'-------
Sheet 1 of
Client: Tribridge Residential Construction LLC
=:-----:------::-----:-----=:---:-:--=--:--c--------------Drill Rig: Automatic Hammer Driller: =B~. _,T"-n=Ji=tt'----:-----
Bming Location: See Field Exploration Plan Thill Rod: A WJ Drill Mud: Super Gel-X
Project: Atlantic Beach Prope11y
--------------------------Casing Size: Length of Casing:
Groundwater Depth· 3 3 ft Time· Drilling Date· 10/22/15 Boring Begun· 10/22/15 Boring Completed· 10/22/15
(.) (!)
SHEAR STRENGTH
~ z ~w 1-WI-(ksf)
ci 1-w <t..J ~ O:::z 1-0 Pocket Penetrometer w 0.. <.0 (I)> :::i :::Jw ~ Undisturbed Sample z w ~ 0::: (!)<t (J)w 1-1-Q) 0:::-<t-!az :::i 0 Pocket Penetrometer u.. ::I (.) w w w iii oo::: c.. (I) i= oo c Disturbed Sample
..J ::i ..J DESCRIPTION 0.. 1-w 1-0
0.. > (I) :=u 5 T Torvane
== 1-0.. (I) z!;t zo ~ 0.. == ~ z w~ + a e Unconfined Compression <t w ~== (I) c <t 0 uo 0.. :::i
(I) ..J 0::: o:::z 0 0 1:><:] Triaxial Compression
Ill w w (%) 0.. 0.. 0 10 20 30 40 0 1 2
c-0 -Topsoil Jl=l 1
'-LOOSE Brown and Orange Fine SAND With Trash 1 --
1 c--(Glass) (SP) 2 3 1--
c_ -2 --
LOOSE Brown Fine SAND, Trace Small Roots (SP) 3 1--
f--•,•,•,
c--~ ::: :<~~ 1 c--
2 ',',', 2 3 f---
f--::::::
f--
:::
•,•,•, 2 f--:::::: 1---
f-->>> 2
f-
,,,,
f--LOOSE to MEDIUM DENSE Medium Brown Fine ,•,•,•,•, 2
3 f-5 -SAND(SP) <<: 4 6 f---c--c--'''' 6 f--:::::::::
3 f---
f--;:::::::: c--c--,•,•,•,•, 5
4
.;;::::·: 5 10 f---
f--
f--5 c--,•,•,•,•, r---
f--MEDruM DENSE Medium Brown Fine SAND 'llll 4 .....
f--With Silt (SP-SM) 5 f--
5 'llll 6 11
1---
c--
f--,,,,,
f--6
~ 10 ::: lrll f-----.....
c--
f--'llll 1------''''' f-----
f--
f--c--'llll 1------..... 1---
f--
f--MEDruM DENSE Medium Gray Brown Fine f--
1----SAND(SP) 1---
c--
f--2 f--
6 c-5 f-----
-c--4 9 f--
~ 15::: f---
c--c--
1----:;: 1---
f--
f--
f--
'--------1---
f--
f--
f--r---= 1----c--c--3 f--
7 f--5 f-----
c--7 12 c--
20 Boring Terminated @ 20 ft.
Remarks
~ Ellis&Associates~nc.
LOG OF BORING
AGENDA ITEM #6A
APRIL 25, 2016
Project No.: 3719-0019
Boring No.: ~A=l ____ ~
Sheet 1 of
Project: Atlantic Beach Property Client: Tribridge Residential Construction LLC
--------------------------Drill Rig: Automatic Hammer Driller: ~B~. -""T=n=ti=tt~----~
Bming Location: See Field Exploration Plan Drill Rod: Flight Auger Drill Mud:
--=--------=-----::----cc--------cc:-:-------~--=--c--Casing Size: Length of Casing:
Groundwater Deptlr 4ft Time· Drilling Date· 10/22/15 Boring Begun· 10/22/15 Boring Completed· 10/22/15
ci z
w
..J
0.
~ en
1-w w u. .z
I-
ll. w c
0 -
f---
f---
f---
w
0.
~
w
..J
0.
~ en
1 f--_,
f---
f---
1----f---
2 1::: =r
f---
f---f--
f-------f---
f---
f--
3 I= 5 =' f---r--
4
f---
1----f---
f---
f---
I---f--f--
f---
I= =~ f--
1-----f---
f--
f---
~ 10 =
f---
f---
1----f--f--
f---
f-------
f---
f--f--
f---f---
f---
f--
f---b f--
(9 f---
({) f---~ I= 15 =
(3 f---
0 f---
({) f-------
~ f---({) f--::::; f--
...J f-------
w f---
~ f---
(9 f--
"' 1-----0 f---
0 f---
"' f---~ 1-----
(9 f--z f--
~1----'f---20 =
"' i'5 Remarks
(9
DESCRIPTION
Topsoil
Dark Brown Fine SAND, Trace Small Roots (SP)
Brown Fine SAND With Silt (SP-SM)
Brown Fine SAND, Some Small Roots (SP)
Brown Fine SAND (SP)
Boring Terminated@ 10ft.
!{{:
',',',',' •,•,•,•,•
::::::::: ·.·.·.·.·
•••••••••
••••••••• ;:;::::::
~
<D
0:: Q) w ::l
0. ;a > en s: z
0
..J en
() C) !:::: z ~w :2 <..J en> :J "< enw
0::-<-() oo:: a. en i= 1-w 1-Q en z~ zc
::5 ~:2 w~
00 0.
0:: o::z 0 w w
0. 0. 0
(%)
10 20 30
SHEAR STRENGTH
(ksf)
!:::: r.-. Pocket Penetrometer :2 \:.1 Undisturbed Sample
:::i "" Pocket Penetrometer
0 " Disturbed Sample
5 ~ Torvane
a
:J
()
e Unconfined Compression
[gJ Triaxial Compression
40 0 1 2
1--
1--
~
~
1--
1--
~
-
1--
1--
1--
~
1--
1--
1--
~
~
1--
~
gL_ ____________________________________________________________________________________________________ _j
~ Ellis&Associatesmc.
LOG OF BORING
AGENDA ITEM #6A
APRIL 25, 2016
ProjectNo.: 3719-0019
Boring No.: "-'A2=-----=----
Sheet 1 of
Project: Atlantic Beach Property Client: Tribridge Residential Construction LLC
--------------------------Drill Rig: Automatic Hammer Driller: "'B"-. -"T~ru,.i=tt'-------
Boring Location: See Field Exploration Plan Drill Rod: Flight Auger Drill Mud:
-:------,------o------::----:-----:-c~-------,-:c--:---Casing Size: Length of Casing:
Groundwater Depth· 27ft Time· Drilling Date· 10/22/15 Boring Begun· 10/22/15 Boring Completed· 10/22/15
0 z
w
...J
11.
~
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LL
:i' 1-
11. w c
w
11.
~ w DESCRIPTION ...J
11.
:5:
<(
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0 -
1---Topsoil
~ -, Dark Brown Fine SAND (SP)
f--
0
(!)
(f) w
~
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(f)
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3 w
2
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-
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-
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~ 10 =
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--
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---
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-
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--= 15 =
--
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-
--
--
--
-
--...., --
"---~ -0 --
~ = = l:;-
(!) 1---z 1---
~f------'1---20 =
ro
0 Remarks
(!)
Brown Fine SAND With Silt (SP-SM)
Brown Fine SAND (SP)
Boring Terminated @ 6 ft.
~
<D
0:: Q) w ::I
11. '16
t/) >
3: z
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0:: c::z 0 w w
11. 11. 0
SHEAR STRENGTH
WI-(ksf) C::z 1-(!) Pocket Penetrometer ::Jw :;§ 1-1-Undisturbed Sample
!Qz :J 0 Pocket Penetrometer
oo c Disturbed Sample
:5:0 5 T Torvane
+ 0 e Unconfined Compression :J
0 [8J Triaxial Compression
(%)
10 20 30 40 0 1 2
f---
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1--
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-
,---
gL_ ______________________________________________________________________________________________ __...J
~Ellis a AssociateS inc.
LOG OF BORING
AGENDA ITEM# 6A
APRIL 25, 2016
Project No.: 3719-0019
Boring No.: "-'A=3 ____ _
Sheet I of
Project: Atlantic Beach Property Client: Trib1idge Residential Construction LLC
--------------------------Drill Rig: Automatic Hammer Driller: ~B,_. ~T_.,ru""'i""tt~-----
Bming Location: See Field Exploration Plan Drill Rod: Flight Auger Drill Mud:
-=-----,-------,-----::--c--------:-c-:-:-------c--:-:-::--c--Casing Size: Length of Casing:
Groundwater Deptlr 3 7 ft Time· Drilling Date-I 0/22/15 Boring Begun· I 0/22/I5 Boring Completed· I 0/22/l5
0 1-w
w 0.. z w ~ w u.
...J :i w DESCRIPTION 0.. ...J 1-0..
~
CD
~ Q)
w ::l
0.. Oi
1/) >
~ Cl
z ~w <(...J ~[lj Cl<( ~-<(-
0~ 0..1/)
1-w 1-0 zl-zo
1-
:iE
:J
()
i= 1/)
wl-~z :::lw 1-1-!!lz oo :!:u
SHEAR STRENGTH
(ksf)
~ 0 !J~~~.'l~~"e"J'~~~gf:r
:J ,-,. Pocket Penetrometer
0 " Disturbed Sample
5 .., Torvane
:!: 0.. :!: <( w 3: z w<( w~ ::5 u:!: uo + a
:J
0
e Unconfined Compression
1/)
2
c
0 -1--
1--
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f----1--
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1--
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1-=~ 1-
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1----
1--
1--
1--
1----
1--
1--
1--
3 ~ =~
1--
1----1--
1--
1--
Topsoil
Dark Brown Fine SAND With Silt (SP-SM)
Dark Brown Silty Fine SAND (SM)
Medium Brown Fine SAND (SP)
~ 10 = Boring Terminated @ I 0 ft.
>-0
(.')
~
!;;: u
0
(J)
(J)
<(
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j
w
1--
1--
1----1--
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~ 15 =
1--
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1--
1--
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1--
({ f--
(.') 1--
m ~
0 --s: --
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(.') ~ -
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~ 1---__l'-_ 20 =
"' i!5 Remarks
(.')
lllr
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.....
'''' .... ....
'''' ....
....
''''
,,,, ....
0 0..
...J ~ ~z 0 m w w
0.. 0.. 0
[g) Triaxial Compression
(%)
10 20 30 40 0 1 2
I--
I--
1--
1--
1--
1--
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1--
L_
I--
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I--
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-
-
0 ~~-----------------------------------------------------------------------------------------------------"
....
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...J
~ Ellis&AssociateSin~
AGENDA ITEM #6A
APRIL 25, 2016
ProjectNo.: 3719-0019
Boring No.: "-A"--4'---------
LOG OF BORING Sheet 1 of
Project: Atlantic Beach Property Client: Tribridge Residential Construction LLC
--------------------------Drill Rig: Automatic Hammer Driller: .,.B"--. -"T""ru"-'i~tt _____ _
Boring Location: See Field Exploration Plan Drill Rod: Flight Auger Drill Mud:
--------------------------Casing Size: Length of Casing:
Groundwater Depth· 23ft Time· Drilling Date· 10/22/15 Boring Begun· 10/22/15 Boring Completed· 10/22/15
(.) (!)
SHEAR STRENGTH
~ z ~w !::: WI-(ksf)
0 1-w <I:...J :::; ~z !::: 0 Pocket Penetrometer w 0.. ID Ill> :::i =>w :::; z w ~ ~ (!)<I: lllw 1-1-Undisturbed Sample
G> :::i u. :I ~-<1:-(.) !az 0 Pocket Penetrometer w w 0~ a.. Ill Disturbed Sample
...J :i' w DESCRIPTION 0.. iij i= oo c
0.. ...J > 1-w 1-0 1/) :::;u 5 T Torvane
:::; 1-0.. 1/) z~ z~ ~ 0.. :::; ;: z w + a e Unconfined Compression <1: w <1: 0 ~:::; uo 0.. :::i 1/) c 1/) ...J ~ ~z 0 0 ~ Triaxial Compression
Ill w w (%)
0.. 0.. 0 10 20 30 40 0 1 2
0 -Topsoil 11=1 f--
1--Brown Fine SAND With Trash (Plastic) (SP) ? 1--
1----f--
1--
••••
1-=r I 1-
l f--
1--
1--
1--
1----< :___
1--
1--
1--Brown Fine SAND With Silt, Trace Small Roots llll' ····· f-----(SP-SM) r-
1--
1--, llll' 2 1--,,,,,
1-5 -~
1--lrll 1--...
1--
1----Boring Terminated @ 6 ft.
-
1--
1--
1--
'----------
~ ---
'---~ --
~ -
---~
--
--
1--
1-10 -r-
1--
f--
1--
1----r-
1--
1--
1--f---f-----
1--
1--
1--
f-----1---
1--
1--
1--
f-----'----
1--
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1--
1-15 -~
~ -
--
--
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--
--
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~ ------~
------
~ 1----
--
--
--
20 -
Remarks
~ Ellis&AssociateSmc.
FIELD EXPLORATION PROCEDURES
Standard Penetration Test (SPT) Borings
AGENDA ITEM# 6A
APRIL 25, 2016
The Standard Penetration Test (SPT) borings were made in general accordance with the latest
revision of ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils". The borings were
advanced by rotary (or "wash-n-chop") drilling techniques. At 2 Y2 to 5 foot intervals, a split-barrel
sampler inserted to the borehole bottom and driven 18 inches into the soil using a 140 pound hammer
falling on the average 30 inches per hammer blow. The number of hammer blows for the final 12
inches of penetration is termed the "penetration resistance, blow count, or N-value". This value is an
index to several in-place geotechnical properties of the material tested, such as relative density and
Young's Modulus.
After driving the sampler 18 inches (or less if in hard rock-like material), the sampler was retrieved
from the borehole and representative samples of the material within the split-barrel were
containerized and sealed. After completing the drilling operations, the samples for each boring were
transported to our laboratory where they were examined by our engineer in order to verify the
driller's field classification. The retrieved samples will be kept in our facility for a period of six (6)
months unless directed otherwise.
Flight Auger Boring
The auger borings were performed mechanically by the use of a continuous-flight auger attached to
the drill rig and in general accordance with the latest revision of ASTM D 1452, "Soil Investigation
and Sampling by Auger Borings". Representative samples of the soils brought to the ground surface
by the au gering process were placed in glass jars, sealed, and transported to our laboratory where they
were examined by our engineer to verify the driller's field classification.
--
:
-
Relative
Density
~ Ellis&Associates~~
KEY TO SOIL CLASSIFICATION
Description of Compactness or Consistency in Relation
To Standard Penetration Resistance
Granular Materials
Safety Hammer
SPT N-Value
(Blow/Foot)
Automatic Hammer
SPT N-Value
(Blow/Foot)
Less than 3
3-8
8-24
Consistency
Very Soft
QESCRIPTION OF SOIL COMpOSITION**
(Unified Soil Classification System)
LABORATORY CLASSIFICATION CRITERIA
AGENDA ITEM #6A
APRIL 25,2016
Group MAJOR DIVISION Symbol FINER THAN SUPPLEMENTARY SOIL DESCRIPTION
200 SIEVE% REQUIREMENTS
GW <5* Dst/D10 greater than 4, Well graded gravels, sandy gravels
Gravelly soils D3 02 / (Dso x D1ol between 1 & 3
(over half of
GP <5* Not meeting above gradation Gap graded or uniform gravels, sandy
coarse fraction forGW gravels
Coarse larger than
grained No.4} GM >12* PI less than 4 or below A-line Silty gravels, silty sandy gravels
(over 50% GC >12. PI over 7 above A-line Clayey gravels, clayey sandy gravels
by weight
coarser SW <5· Dst/D10 greater than 6, Well graded sands, gravelly sands than No. D3 02 / (Dso x D1ol between 1 & 3
• 200 sieve) Sandy soils (over
Not meeting above gradation Gap graded or uniform sands, gravelly .
.
.
.
half of coarse SP <5*
fraction finer than requirements
No.4) SM >12* PI less than 4 or below A-line
sc >12. PI over 7 and above A-line
Low ML Plasticity chart
Fine compressibility
(liquid limit less CL Plasticity chart grained than 50) (over 50% OL Plasticity chart, organic odor or color
by weight
finer than MH Plasticity chart No. 200 High
sieve) compressibility
(liquid limit more CH Plasticity chart
than 50}
OH Plasticity chart, organic odor or color
Soils with fibrous organic matter PT Fibrous organic matter; will char, burn or glow
* For soils having 5 to 12 percent passing the No. 200 sieve, use a dual symbol such as SP-SM.
** Standard Classification of Soils for Engineering Purposes (ASTM D 2487)
SAND/GRAVEL DESCRIPTION
MODIFIERS ORGANIC MATERIAL MODIFIERS
Modifier Sand/Gravel
Content
Modifier Organic Content
Trace 1%to2%
Trace <15% Few 2% to4%
With 15% to29% Some 4% to 8%
Sandy/Gravelly >29% Many >8%
sands
Silty sands, silty gravelly sands
Clayey sands, clayey gravelly sands
Silts, very fine sands, silty or clayey fine
sands, micaceous silts
Low plasticity clays, sandy or silty clays
Organic silts and clays of low plasticity
Micaceous silts, diatomaceous silts,
volcanic ash
Highly plastic clays and sandy clays
Organic silts and clays of high plasticity
Peat, sandy peats, and clayey peat
SILT/CLAY DESCRIPTION
MODIFIERS
Modifier Silt/Clay Content
Trace <5%
With 5% to12%
Silty/Clayey 13% to 35%
Very >35%
ORDINANCE NO. 33-16-21
AN ORDINANCE OF THE CITY OF ATLANTIC BEACH,
FLORIDA, AMENDING CHAPTER 2 OF THE CODE OF
ORDINANCES, ADMINISTRATION, ARTICLE II, CITY
COMMISSION, AMENDING THE BOUNDARY OF SEAT 2,
DISTRICT 1308 AND SEAT 3, DISTRICT 1307 OF THE
ClTY COMMISSION, AND ADDING A MAP SHOWING
NEW BOUNDARIES, AND PROVIDING FOR
SEVERABILITY, AND PROVIDING DIRECTION TO
STAFF, AND PROVIDING FOR AN EFFECTIVE DATE
AGENDA ITE M #7A
APRJL 25,201 6
WHEREAS, The C ity of Atlantic Beach has annexed an area call ed the Atlanti c Beach Co untry
C lub from J acksonv ille into its C ity lim its, and now mus t assig n those new residents of voting
age to the Atlanti c Beach vot ing di stricts as establi shed in 20 12, and
WHEREAS, the newly annexed a re a of the Atlantic Beach Coun try C lub is expected to add
a pprox imately 340 n ew r esidents of votin g age when full y developed, a nd
WHEREAS, the di strict with the lowest number of residents of vot ing age according to the las t
cen s us in 20 I 0 was District 1308 and by addi ng 340 residents of voting age to District 1308,
entirely, the District wi ll still comply with the pennissibl e popul ati o n difference when compared
to the o ther tlu·ee districts, a nd
WHEREAS, the boundary of Dis tri c ts 1307 and 13 08 a rc adjacent, making it necessary to
change the descripti on of the bound ary of Di s tri c t 1307 where affected by the new boundary of
Di s trict 130 8, and
WHEREAS, the descriptions of all votjng dis tri c ts should be am e nded to remove th e refer e nces
to the names of th e o ld districts and t o properly lab el and insert the a ttached m aps previously not
included in the code, to s how th e adjusted boundaries, and
NOW THEREFORE, BE IT ENACTED BY THE CITY COMMISSION ON BEHALF OF
THE PEOPLE OF THE C ITY OF ATLANTIC BE ACH, FLORIDA:
SECTION I: Section 2-22 of the Code of Ordinances of t he City of Atlantic Beach, Flo rida, is
hereby a m end e d b y changing the bound aries of vo t ing Di stricts 1308 a nd 1307 and t he
descriptions of each of th e voting districts and inserting the map attach ed hereto as Ex hibit I into
Section 2-22, so that section 2-22 shall read as follows:
(a)
Seat 2. District 1308 Efarmerl y 13 H ) shall be as shown o n the attached d rawin g
e nti t led "T he City of A tlantic Beach Voting Distric ts f29 I 0 Ce~," th e bo undari.es
of which are as follows :
AGENDA ITEM #7A
APRIL 25,2016
Beginning at a point in the City of Atlantic Beach's eastern city limits, being a point of
intersection ofthe Atlantic Ocean and the eastern extension ofthe 16th Street right-of-
way; then running westerly along the 16th Street right-of-way and extension thereof, to
a point of intersection with the Beach Avenue right-of-way; then running northerly
along the Beach Avenue right-of-way to a point of intersection with the 1 i 11 Street
right-of-way; then running westerly along the 1 i 11 Street right-of-way to a point of
intersection with the Seminole Road right-of-way; then running northerly along the
Seminole Road right-of-way, to a point of intersection with the Saturiba Drive right-of-
way; then running westerly along the Saturiba Drive right-of-way to its western
terminus; then running southwest to a point of intersection 'vvith the western city limits
line, being also the southwestern comer of the Sevilla Gardens condominium property;
then running southerly along the city limits line, being also the eastern boundary of the
Selva Marina Country Club property, to a point of intersection '.vith the eastern
extension of the Dutton Island Road right of 'Nay, also being the northern city limits;
then running southwesterly along the north side of the Selva Marina Unit 5 plat,
to a point of intersection with the southernmost corner of the Sevilla Gardens
condominium property, being also the northern boundary of the Atlantic Beach
Country Club SPA; then running northwesterly along the northern boundary of
the Atlantic Beach Country Club SPA to a point of intersection with the
northeastern corner of the Fairway Villas PUD; then running south along the
western boundary of the Atlantic Beach Country Club SPA to a point of
intersection with the eastern extension of the Dutton Island Road right-of-way;
then running westerly along the Dutton Island Road right-of-way and eastern extension
thereof, to a point of intersection with the Main Street right-of-way; then running
southerly along the Main Street right-of-way to a point of intersection with the Levy
Road right-of-way; then running easterly along the Levy Road right-of-way to point of
intersection with the Mayport Road right-of-way; then running southerly along the
Mayport Road right-of-way to a point of intersection with the Plaza right-of-way; then
running easterly along the Plaza right-of-way to a point of intersection with the Ocean
Boulevard right-of-way; then running northerly along the Ocean Boulevard right-of-
way to a point of intersection with the lOth Street right-of-way; then running easterly
along the 1oth Street right-of-way to a point of intersection with the Beach A venue
(b)
AGENDA ITEM #7A
AI'RfL 25, 2016
rig ht-of-way; th en rtmnin g northerly along th e Beach A venu e right-of-way to a po int
of intersecti on wi th th e II th Street ri ght-of-way ; then running eas te rl y alo ng th e ·11 111
Street ri g ht-of-way and t h e eastern extens ion thereof, to a po int of int ersecti o n with the
Atlanti c Ocean, bein g al so th e eastern ci ty lim its lin e; the n running north erl y a lon g the
ci ty lim its line to the poin t of beginning.
S eal 3. D istr ict 1307 (fomte~ shall be as sh ow n o n th e att ac hed drawing
e ntitl ed "The Ci t y of Atl anti c Beach Vo tin g Di stricts (2010 Census)", the bo und a1i es
of w hi ch are as foll ows :
Begi nnin g a t a point in th e City of Atlantic Beach 's no rth ern cit y li mits on the cast at
it s intersection with t he Atl anti c Ocea n; th en running westerl y alo ng th e north e rn cit y
limits lin e, al so bein g the so uth em bound ary of Hanna Park , to a po int loca ted at th e
so uthwest co rner ofthc Hann a Park property ; th en rUJtnin g so uth erl y along t he ci ty
lim its lin e, and then wes terl y alo ng th e c it y limits line to a poin t of int ersecti on with
the Maypo rt Road ri g ht-of-way; th en runnin g sou th erly alon g t he ci ty limits lin e to a
point wh ere th e cit y limi ts line turn s ea st just south of the F airway Vill as PUD; #loo
rwlHin g east, then no r th al ong th e oity limits lin e, bei:Rg th e so uthe rn boundary of the
Fleet LaR ding PU D Bfld also the northern bound ary of th e Selva-M arin a Co un try C lub
golf co urse pro perty, to a poift t located-in th e southw es t earner of th e S ev illa Gard ens
cond ominium p roperty; th en runnin g n ortheast t o a point of inters eek-en wi th the
western terminus of t he Saturib a Dri t,•e right of ·way; then •·unning eas terly along the
city limits to a point of intersection with the southeastem comer of the Fairway
Villas PUD, being als o the western boundary of the A tlantic Beach Countrv Club
SPA; then running northerly along the westem boundary of the Atlantic Beach
Country Club SPA to a point of inters ection with the northe astern c01·ner of the
Fairway ViiJas PUD; then running southe a s terly along the northern boundar·y of
the A tlantic Beach C ountry C lub S P A to a point of inters ection with the
southernmost corner of the Sevilla Gardens condominium property; then running
northeasterly along the north side of the Selva Marina Unit 5 plat to a point of
inters ection with the western terminus of the S aturiba Drive right-of-way; th e n
running easterl y along sa id Saturib a Dri ve ri gh t-o f-way to a poin t o f in ters ect io n with
the Semino le Road ri ght-of-way; then runnin g so uth erl y alo ng th e Seminole Road
• (c)
(d)
At;ENDA IT EM #7A
APRIL 251 201 6
right-of-way to a po in t of in tersecti on w ith th e l i 11 Street right-of-way; t hen runn ing
easterly a long the I i 11 Street r ight-of-way to a poi n t o f intersecti on w ith the Beach
Avenue r ig ht-of-way; th en running southe rl y a lo ng the B each Avenue ri g ht-of-way to
a point of intersecti on with th e 16 th Street right-of-way; th en runn ing easterl y alo ng the
16111 Street right-of-way and th e eastern exte nsion t hereof, to a poin t of in ters ectio n
w ith the A tl a ntic Ocean , bein g a lso the eas te rn c ity l im its line ; the n ruru1in g northerly
a lo ng the c ity limits line to the p o int of beginning.
S ea t 4. Distric t 1306 ~foffilerly Bf..j s hall be as s hown o n the attached d raw ing entitl ed
"The City of Atlanti c Beach V otin g D is tricts (20 I 0 GeAsus)11
, th e bou ndaries of w h ich
ar e as fol lows:
Beginn in g at a p o int in th e C it y of A tl a nti c Beach's eastern city limits, be ing a po int of
inters ecti on bet ween th e Atlan tic Ocean and the eastern extens ion of t he II 111 Street
r ig h t-of-way; the n runn ing westerl y a lo n g th e 11 111 S t reet righ t-of-way to a point of
in tersectio n with th e Beach Avenue r ight-of-way; then runn ing southerly a long th e
Beach A venue ri g ht-of-way to a point of inte rsecti o n w ith the 1ot h S treet right-of -way;
thon r unning wes te rl y along the l Oth Street ri g ht-of-way to a point ofintersccti on w ith
the Ocean Bo u levard right-of-way; th en rurming s o utherl y along the Ocean Boulevard
ri ght-of-way to a p oint ofinterseetio n w ith th e Plaz a right-of-way; th en runni ng
weste rl y a lo ng the Plaz a ri g ht-of-way to a point of inte rsecti o n w ith the Sar go R oad
ri ght-of-w ay; then running s o utherly a long th e Sargo Road 1i g h t-of-way to a poi n t of
intersecti on w it h the Cavall a Road tight-of-way; then runnin g easterly a lo ng the
Cavall a R oad ri gh t-of-wa y to a poi nt o f intersection wi th th e Roya l P a lm s Dri ve r ight-
of-wa y; then running so ut he rly alo ng th e Royal P alm s Drive r ig ht-of-way to a p o int of
inters ectio n with th e so ut hern c ity limit s, w h ich is a line p arallel at ri gh t a ng les to , an d
sixteen (16) fe et no r th of the cen terline of the A tl an t ic Boul evard r ig ht -of-way ; then
mnn ing easterl y a lo n g the s outhern city lim its line to a poi nt o f inters ect ion wi th th e
A tl anti c Ocean, b ein g th e eastem city limits ; th e n runn in g north e rl y a lo n g th e east e rn
city li mi ts Line to the p o int of beginni ng .
AGENDA ITEM #7A
APR I L 25, 20 1ti
Seal 5. District 131 2 (formeFly 138) shall be as s hown on the attached drawing entitled
''T h e C ity of Atlantic Beach Voting Di s tricts (2010 Census)", th e boundaries of which
are as follows:
Beginning at a po int in the Ci ty of Atlantic Beach's northern city limits, being a point
of inters ection between the Dutton Island Road right-of-way an d the Main Street right-
of-way; then r unning westerly a lo ng the northern city Jlmits line to a point of
intersection with the intracoastal W aterway Cana l right-of-way, bein g a lso the western
city limits line; then running southerly along the western city limits line to a po int of
intersection with a line lying parallel at right angles to, a nd sixteen (16) fe et north of
the centct line of the Atlantic Bou levard right-of-way, be ing also the so uthern city
limits line; then running easterly along sa id southern city limits line to a point of
intersection with the Royal Palms right-of-way; then run n in g northerly along the R oyal
Palms right-of-way to a point of intersection with the Cavalla Road right-of-way; then
running westerly a long the Cavall a Road right-of-way to a point of intersection with
the Sargo Road right-of-way; then rurming northerly a lo ng t h e Sarge Road ri ght-of-
way to a point of intersection with the Plaza ti ght-of-way; then rurming westcrJ y along
the Plaza right-of-way to a point of intersection with the Maypori Road right-o f-way;
then ru1ming northerl y a long the ¥aypori Road right-of-way to a point of intersection
with the Levy Road right-of-way; then runni ng westerly along the Levy Road righ t-of-
way to a point of intersection with the Main Street ri g ht-of-way; then running northe rl y
along the Main Street right-of-way to the point of beginning."
Section 2. SeverabilitJ:. If any section, sentence, clause or phrase of thi s ordinance is
held to be invalid or unconstitutional by any court of competent jurisdiction, then said holding
shall in no way affect the va lidity of the remaining portions of this ordinance.
Section 3. Direction to Staff. Following approval by the City Corrunission of the C ity of
Atlantic Beach, Florida, staff is directed to forward a certified copy of the ordinance to the Duval
County Supervisor of Elections.
Section 4. Effective D at e and Recording. This Ordinance shall take effect immediately
upon its final passage and adoption and shall be recorded in a book kept and maintained by the
AGENDA ITEM# 7 A
APRIL 25,2016
Clerk of the City of Atlantic Beach, Duval County, Florida.
PASS ED with a quorum present and voting, by the City Commission of the City of
Atlantic Beach, Florida, in regular session, on first reading this 11th day of April 2016.
PASS ED AND DULY ADOPTED with a quorum present and voting, by the City
Commission of the City of Atlantic Beach, Florida, in regular session, this __ day of April
2016.
ATTEST:
DONNA L. BARTLE
City Clerk
Approved as to form and correctness:
BRENNA M. DURDEN
City Attorney
CITY COMMISSION OF THE CITY OF
ATLANTIC BEACH, FLORIDA
MITCHELL E. REEVES
Mayor
Cit:J of 1ltfantic ~each
VOTING DISTRICTS
District Boundaries
2010 U.S. Census Block Population
Distribution (Age 18+) plus ABCC
Build~out Projection
c:::J 1306 (2,552 = 24.34%)
c:::J 1307 (2,560 = 24.42%)
c:::J 1308 (2,862 = 27.30%)
c:::J 1312 (2,510 = 23.94%)
/
---====::::~---=====:::~Miles
0 0.25
Ci ty of Atlantic Beach
Building and Zoning Department
800 Seminole Road, Atlantic Beach, FL 32233
904 .247.5800 www.coab.us
0.5 0.75 1
AGENDA ITEM # 7A
A PUlL 25, 2016
~ WWE
s
Created: 2118/2016
ST AFF REPORT
City of Atlantic Beach
Commiss ion Meeting
AGENDA ITEM 11 78
APRI L25,2016
AGENDA ITE M : ORDINANCE N O . 20-16-137
DATE:
AN ORDINANCE AME NDING THE OPERATING
BUDGET FOR THE CITY O F ATL ANTIC BEACH,
FLORIDA FOR FISC AL Y E AR B E GINNING
O C TOBER 1, 2015 AND ENDING S E PTE MBER 30,
2016 FOR THE PURPOSE O F ADDING FUNDS FOR
THE CONSTRUC TION O F THE POLICE
BUI LDING, AND PROVIDING A N E F FECTIV E
DATE .
Marc h 3 1, 20 16
SUBMITTED BY : ~~/
Russel l Caffey, Fi nance D irector
BACK GROUN D:
T h e c urre nt year budget appr opri at ed $2,892,700 tor th e Public Safety Bui lding Pl'oject. O n
Marc h 30, 20 16, the C it y rece ived a n upd ated contract proposa l to ta ling $3,468,00 0 (See it emized
att achm ent). Thi s bu dget modi fica ti on wil l amend the proj ec t bud get to inc lud e th e new contract
bid amoun t.
T h e Genera l Fund has a proj ected cash balance o f $5,736,039 at yea r end. T hi s ba la nce is
$2,899,997 a b ove the 25% operating reserve ta rget. In the p ast five years the Public Safety
Di v isio n has co ntributed $789,048 in unspent fund s to th e F und Balance. T h ese co nt ributi ons
have been a major dri ve r in th e accu mu la ti on o f Gen eral Fund Ba lance.
BUDGET: M id -year budget m o di fica ti on to tra ns fer$ 575,300 fi·o m the Gen e ra l F und to the
Capital P roject Fund . T he new total for th e Capita l Proj ect Fund w ill be $3,468,00 0.
REC OMMENDA TION: To adop t O rdinance N O. 20p 16-137 a mendin g the 2015-16 An n u al
Bud get to provide additio nal fu nd s for the P o l ice Bui lding Improve ments
ATTACHM ENT: 1. O rd i nance No. 2 0 pl 6 -l 37.
2. Poli ce Build ing Co nt ract Reco ncili ation
REVIE WED BY CITY MANAG E R :
..
ORDINANCE NO. 20-16-137
AN ORDINANCE AMENDING THE OPERATING BUDGET
FOR THE CITY OF ATLANTIC BEACH, FLORIDA FOR
FISCAL YEAR BEGINNING OCTOBER 1, 2015 AND
ENDING SEPTEMBER 30, 2016 FOR THE PURPOSE OF
ADDING FUNDS FOR THE CONSTRUCTION OF THE
POLICE BUILDING, AND PROVIDING AN EFFECTIVE
DATE.
AGENDA ITEM# 7B
APRIL 25, 2016
WHEREAS, the City Charter of the City of Atlantic Beach requires that the City
Commission approve all budgetary increases and transfers at the fund level, and
WHEREAS, the nature of budgetary systems and those day-to-day decisions affecting
such budgetary systems require adjustments from time-to-time, and
WHEREAS, the City is amending the operating budget to add net funds totaling
$575,300 for the increase in the Governmental Capital Project Fund for the revised total of the
Public Safety Building.
WHEREAS, the City of Atlantic Beach did not include the funding of this purchase in
the adoption of the original Fiscal Year 2016 Annual Operating Budget and therefore must
amend the budget to have sufficient amounts within the Governmental Capital Project Fund in
order to fund the purchase.
NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION ON
BEHALF OF THE PEOPLE OF THE CITY OF ATLANTIC BEACH, FLORIDA, that;
1. The Fiscal Year 2015/2016 Budget to be amended as follows:
GENERAL FUND
Expenditures:
Transfer to the Governmental Capital Project Fund $575.300
Fund Balance: <$575.300>
GOVERNMENTAL CAPITAL PROJECT FUND
Revenues:
Transfer from General Fund $575.300
Expenditures
Capital Improvements-Police Building Project $575.300
2. This ordinance shall take effect immediately upon its adoption.
Passed by the City Commission on first reading this __ day of ___ 2016.
AGENDA ITEM #7B
APRIL 25, 2016
Passed by the City Commission on second and final reading this __ day of ___ 2016.
Mitchell E. Reeves
Mayor I Presiding Officer
Approved as to form and correctness:
Brenna M. Durden,
City Attorney
ATTEST:
DONNA L. BARTLE, CMC
City Clerk
City of Atlantic Beach
Police Building Project Reconciliation
Original Budget $ 2,892,700
Itemized Scope Increase 195,600
Actual bid price variance above the approved budget amount 44,500
Auld & White Guaranteed Maximum Price (GMP) 03.30.16
Project Alternates 03.30.16
Shingle Siding-Replace and Repair $ 27,300
Remove Radio Antenna-Fire House 2,400
Generator 81,200
Proposal for Fit-Up 03.30.16
Uniform Lockers and Shower Benches $ 9,500
Furnishings and Blinds 4,100
Low Voltage I Structured Wiring I Security (Allowance) 96,000
Overhead and Profit 20,000
Performance and Payment Bond 2,600
General Liability Insurance 2,100
Gun Lockers, Evidence Shelving and Lockers (Allowance) 90,000
New GMP after alternates and Fit-Up
Current Budget
Budget Modification Amount
$
$
$
AGENDA ITEM# 7B
APRIL 25, 2016
3,132,800
110,900
224,300
3,468,000
(2,892,700)
575,300
March 25,2016
City Co mmi ss ion
City of Atlantic Beach
800 Sem inol e Road
Atl antic Beach, FL 32233
Dear Commiss ioners:
fL~~T
li\NDINO
CC;fO: .
!B"'gty ~Q,
IB'ti ~'I i\W!agei'
0 City Attorney
0 Press
DFlle o ___ ...... '=-
Dilte: ___ _
AG EN DA ITEM # 8A
Al'R1L 25,2016
Received
MAR 2 5 2016
~fllce o( City C)erl'<
Via Hand D elivery
Flee t Landing, in conj unc ti on wi th a group of Ocean Wa lk property owners , has ag reed in-
principal to purcha se the Estates of Atlantic Beach property totaling 32.1 acres of la nd located
iJl the City of Jacksonv ill e immediately adj ace nt to the Fl eet Landing ca mpu s (exhibit l ). As a
co nditi on to closin g, th e Ocean Walk lili ga nt s currently co ntesting ownership of th e Sherry
D ri ve ri ght-o f-way will dismiss their lawsuit wit h prejudice and a long with th eir neighb ors
purchase half of the ri ght-of-way immed iate ly ad jacent to th ei r propertie s. Thi s effecti ve ly wil l
end th e dispute concerning owne rship of the Sherry Drive righ t-of-way and will prevent
developmen t ofthc eastern portion of the Es tates prope1ty.
F leet Landi ng has agreed to purc hase the remaining 30 acres of land , of which approximately
4 .5 acres referred to as the "Island Area", i mm ediately adjacent to Fleet Land in g is stdtab le for
development. The remainder of the property is wet lands and w ill remain undi sturbed.
In 2009, the Es tates of Atl antic Beach executed a Declaration of Restricti ve Covena nt s as part
of an ag reement wi th the City of Atlantic Beach (ex hibi t 2). These restri ctiv e covenants im pair
o ur ability to develop the property to a density sufficient enough to justify purchas in g the enti re
property. Fo r this reason, we resp ectfu ll y request th at th e City of Atlanti c Beac h ame nd these
restrictive covenants to all ow us to deve lop the 4.5 acres of land immedi ately adjacent to F leet
La ndin g und er the exis ting zo nin g of Residential Medium Density. A sample Amendm ent to th e
Dec laration ofRestri ctjve Covenants is includ ed for your co nsideration (exh ibit 3).
Fleet Land ing intends to develop multi-family hou si ng for seniors co nsi stent with the size and
sty le of exis ting stru ctu res fou nd on ou r campus today. It is important to note that Fleet
Landing's proposed development wou ld lim it vehicular traffic to one of the three establis hed
means of accessing the Flee t Landing ca mpus. No new access or thoroughfare is bei ng sought.
One Flee t Landing Boulevard I A tlan t ic Be:J ch , FL 32233 I 1.800.872.8761 to ll free I www.flcctlanding.com
AGENDA ITEM #SA
APRIL 25, 2016
The Estates of Atlantic Beach parcel has a complicated history and we have worked for almost
four years to develop a plan amenable to all parties. I genuinely believe we have created a
solution that is in the best interest of the City, our neighbors, and Fleet Landing.
I look forward to discussing this request with the Commission on Aprilll, 2016.
Warm regards,
~1
Chief Executive Officer
Exhibit 1
AGENDA lTEM #SA
APRIL 25,2016
STATE-OF FLORIDA
COUNTY OF DUVAL
it eo r .tA. (. te\vn-,. ~ ·. .
Exhibit 2
AGENDA ITEM# SA
APRIL 25, 2016
Doc# 2009252012, OR BK 15040 P!Qe 1819,
Numbar Pages: 6
Recorded 10/1Q/200911t 02:10PM,
JIM FULLER CLERK CIRCUrr COURT DUVAL
COUNTY
RECORDING $52.50
:r~""\ VVl Hcvd~, ,;;;:~~ "to\ DECLARATION OF RE8TRlCTIVE.COYENANTS
501 J(.'ivcrs;tle M/~""-'\1:.. . . \..a . \\( Fl.. ,,z.o.z. ,/} i:517
-M ~· 1 This Declaration of Restrictive Covenants is made this _z day of f)c,itl(,oL-, 2009,
by The Estates of Atlantic Beach, LLC ("Declarants").
WHEREAS, Declarants are the fee simple owners of the property situated and being in
the City of Atlantic Beach, Duval County, Florida, being described in Exhibit "A" attached
hereto and by reference incorporated herein.
WHEREAS, the undersigned owner of the aforementioned property do hereby declare
and agree as follows:
1. The property shall be developed into no more than thirtyheight (38) single family
residential units,
2. The height of any structure or building shall not exceed to 35 feet in accordance
with all Atlantic Beach regulations in connection therewith,
3. All structures built on the property shall have minimum set backs of front 20 feet,
rear 20 feet, and sides 7.5 feet, consistent with current RS-1 zoning,
4. The development plan for the property shall prohibit any connections leading
north or west from The Estates property that could ultimately connect to Mayport Road, so that
there would be absolutely no vehicular ingress to The Estates property from Mayport Road and
no vehicular egress from The Estates property to Mayport Road. The sole access to The Estates .
shall be from Selva Marina Drive,
5. Prior to any residence being completed on the property the developer shall
construct a solid wall or fence along the entire eastern boundary of The Estates property, which
is at a minimum eight (8) feet in height as long as said wall can be legally permitted,
6. The development plan for the property shall provide a minimum of one (1) foot
wide reserve strip along the north and west sides of the property to be recorded in the plat with
the express written purpose of prohibiting any future vehicular access at any location along said
north and west sides of the property, provided however, the City of Atlantic Beach shall provide
all easements across the strip as requested by The Estates for development and utility purposes.
NOW, THEREFORE, for good and valuable consideration, the undersigned does hereby
declare that it will not convey or cause to be conveyed :the title to the above property without
requiring the successor in title to abide by all terms and conditions set forth herein.
AGENDA ITEM# SA
APRIL 25, 2016
FURTHER, the undersigned declares that this covenant is intended and shall constitute a. . . .. _,
restrictive covenant concerning the use, enjoyment and title to the ab~ye,property .. and shall
constitute a covenant running with the land and shall be binding uppn · !h.e undersigned, its .
successors and assigns and may only be released by the City of Atlantip Beach,, or its successor
,in interest.
IN WITNESS WHEREOF, the undersigned has caused this Declaration to be signed by
its duly authorized representative, as of the day and year flrst above writ:ten;.
STATE OF FLORIDA
COUNTY OF DUVAL
EESTATESOF A
a orida limited liabili
The foregoing instrument was acknowledged before me this 2J'J day of OCfopt-r ,
2009, by Michael A. Sones, as the Managing Member of The Estates of Atlantic Beach, LLC, a
Florida limited liability company, for and on behalf of the limited iiability company. He is
personally known to me.
2
: ...
. ::.·,. EXIITBIT ''A"
. · .. · .......
AGENDA ITEM# SA
APRIL 25, 2016
A ·part of Fmo.tlonal Section 5, together with a part-of GoVt~tmlem Lot 1 Fra.otio.ne:f~ \': :-.: ·.~·:·::::·: ... · .. !·:;·: : ·.· ·
Section 8, nnd also iogcthor with R. part of lot 2, Divi&i.on 3., of the .Andrew:be'Wces· ' · ; ·.·. ·;. . '· ·. ·
Gran~ Section 31~ all in Township 2 Son~ ltallge 29 East, Duval County, Elorl~ · · · · ·
more particolarly d.esetibed as follows: For a. .Point or .Rem:mee oomm.ence nt the · :: :~. :: i: , ... · ·
:N"orthwest comer of Lot 18, Oceanwalk Unit Four" as :recorded in Plat Book42:. pa~·.· • · : '· · · ·.: ·
18, lBA. 18B and lBC. of the cu.trent p11blic records of Wei County; thmes SoUth · ··· ·· '· · .. ·
89009'5211 West,. nlong ihe South Ilne ofthos& I&nds to ths City of Jaobron:Yille: by . · . .-·. · · •. •· :. ·
Condenmation Resolntion Number 70·801 .. 236. as recorded in Ofl!cifll lteC()J:ds . ·' • · ·
· 'Volume-3202) pag& 48l, of said publia. recorda, a .distauce of lO<k-46 fc~·-.to·-the : -·· · · ·"; >· · ··
Westerlydght o.fl'niy·lin.C of Old Sheny.D.rive, County Road 551 (a 100 footrlght of.·· .. ·· ·· .
way as D(}W established, :not currently open) and th6 Point o!Beginofng for the lauds . . ·. ··
harem desoribe<:l; thance Sourberly_ along said Westerly .rlght of way line (es sam~ is_
· shown on the aforementioned plat of Oodanw'alk Unit Four and also on the· plats of
Ooeanwalk Unit Tbree, as reootded in l>lnt Book 42,· pages 74. 7~ 14B and 74C, ·
~d Oceauwalk:UnitTwo, PSrecOl'dodm.PlatJ1ook42,pnges 13,_13A, !3B and: 13C, .. ·
cll of snid public recotds) the fOllowings courses: I)'Souih Otr»l71 36" EM~ a distimce
of 3~ .. 01 feet to the-paint of cu:rva~ of' aourve C4noa.va to the North~ :and having ·
a radlus of2914.78 feet; 2) Soutb.eastorly, alcillg fh~ aro of said cut'CTC, a distatlc~ of
398.19 feet. :til~ a cen1ral2Il81e of07'49'38 .. andha.ving a dlord beo:rlng of South
10012'25 .. East arid a chord dist~o -of397.8S feet to the point of tlmg6Il.Cy of s;aii.t
c'I![Ve; 3) South 14<~07• 14'• East, adiatan~cf741.3S feet to the point ofcurvaturo of.·
r. cutv~ con.ca've to the Southwest and· havfog a tadiu9 of 2814.70 feet; 4)
SoutW;astedy, along the ar0 of s~d curve, a. diabmce of 524.47 foet, making a.~-· ..
SJJ.gle of 10'" 40' 34-u and having a obord bearing of South 08°45'5'8' Bas~ and n' chord .
distance ¢f 5~.72 feat to the point of tangcnoy of said oorve; S) South 03~o•4Q•• ·
East~ a distance ot25S.~7 fOOt to the North line oftho5e lands as desorlbed in Official
Records Vo1urnc 5463, pa3e29, of said public records; thence ~outh 86"{)7>so·~ West. ·
along $aid North ~ a. distance of 757.2.1 fed 1o tb8 West line of said Govommont
LOt 1. Sectiott 8; thence North 00°54• 1.3" Wes~ slang &aid West Jim:~, a distanco Qf
114.33 feet to the South line o:f said sections; thence South 89~1·24 .. West, along
said Sonth line o£ Scretion S, a distmoc ofl82.0&fectt6 the Blmt line ofthose lands. as.·
described in Official Records V-olume 6032, page 19!>. of sald pnblie records; thenc~ .
North 1 oo 07 "22" Bast, along said Bast line end aJso along the Bast lino of thos~ lands ·
. liS descnoed u Officim R~ Volume 5733, pagt~ 129lp a ~tanco of 1845.44 feet
to the Southwest comer of those land$ doacribed in Official.R.eeotds Volume 5842 .
pap 1513 1 of said pnblio .records; fhe.cce North 8~009'52!" :&st. along the South line • · · ....
of said len~ a distanci'J of 40.00 feet; then~ North 10007'22'' East. along:t:beJl~st :. · ·. · .. · ·· · -~-:. ' ··
line of said landS, n. distance of 40.00 feet to the aforementioned Boufh lin.e 9f these.·, •. ; ·
·lllll.ds to the Cfty of Jacksonville by Cond¢01Ilation; tbAno.e North 89°09'5:1~' East, > · . . . :, .
alo:ng said South line, a. dlsta.nce of217.0S !ectto the Point of' :Beginning:
.... ·.•
• ·;_. J :_ :~ •
:::··-..
.· ... ·_.._
. ~' :-
:-.:·. _.~---.;
. ·.·-
, .. _ ,.
. . .
.Together with:
AGENDA ITEM# SA
APRIL 25, 2016
. --. . -~ ~
. .-.. · .. :· .. --~ -:. -:: ; ..
Tim NORTHERLY 60 FBBT OF SELVA :b/fAlUNA DIUVB (A 100
FOOT lUGHT OJ! W.AY) AB CLOSED BY T.8E CITY OF ATl.AN'llC
. BEACB: IN' OliD!N'.ANCB NUMBB:R 65u88Q18, SAID LANDS .ALSO
:SBING A PORTION OF SECflON 8. 1'0WNSEJP 2 SOUT.Hr RANGE
29 EAST, ATLANTIC BBACE't DUVAL COUNTY~ FLORIDA AND
BElNG MORE P AR'l1CULARLYPESCRl:BED AS FOlLOWS: FOR A
.POlNI' OF RBFBRENCB,' COMM:IiNCB J.T TEE MOST
NORTHWBS!ERLY CORNER OF ID3LVA NORTB UNIT ONE AS
RBCO!IDBD IN FLAT l300K·39,PAGEs 941 94AAND 94B OF '!BE
CU'lmBNT PUBLIC RJ3.CORDS (JE SAID DUVAL COUNTYt
. .. . . . . . . . . ' . ~ . .. .._: .
·''• ,., I . . . ~ . ·. . . -. . . : ·. . .
. ·. :, __
. lfLOlUD~ SAID POlNT ·Ar..SO .BEING THE' MOST
SO'O'I'fiwBsT.BRLY CO:RNHR. OP OCEANW.AJ.X UNIT TWO AS
.RECORDED lNPLATl300K.42,PAG:BS 13, l3'A 1lm.OUGH 13D, OF
SAID ctm.REm FUSUC RBcoRUS AND LYiNG IN TEE
BAS'l"ERLY RIGHT-OF-WAY LlNB OF SAID SBLVA MAlUNA
-DRIVE; 'nmN"CB NORTH. 03~6'40'' WEST ALONG SAID
EAS'l."'ERLYRIGHT-OF-WAY L1NB, .ADlSTAN'rn OP. 49.11 P'B13T TO
A -POINT 1N nt8 SOlJT.aBRt.Y LlNE OF SAID O:R:DlNANCB
NUMBER 55-88-18 .AND TBE l?OJNT OF BEGINNiNG; THENCE
NOR'IH 851)09123 11 WEST ALONG SAID SO'CJTBElU..Y I.JNB. A
D~STANCB OF 101.00 F.BET TO A POlNT IN THB WEST.BRLY
RJGH! .. o:F-WAY LINB OF .SBLVA MAlUNA DRIVB; THENCE
NORtH: 03D26 140u WEST ALONG SAID 'WESTERLY .RIGB'T-OF-
Vl AY LlNB. A DISTANCE OF oo:63 FEET TO A POINl' JN' niB
NOR1."!-mRLYLlNB OF SAID SECTION 8J THB CITY OF ATLANTIC
BEACH. AND SBLV"A MAlUNA I>!UV.B; Tl3:ENCB SO'U'I"H 85°09~3"
EAST. CONTINUING ALONG SAID NOR'l'.H:BRLY UNB, .A
DISTANCE OF 101,06 FBBT· TO A POINT n:t 'l'1m :BAST.BRLY
RIGEIT-OF-WAY LlNB OF SAID SELVA MAR.n-TA DlUVB; T.HBNCB
SOUrK 031;126'40" EAST ALONG SAlD ~YIUGBT..OF-WAY
I.INE, A DISTANC:BO:F 60.6~ FEBT'IO !'HBPOINTOF:SBG1NNING.,
PA:R.CEL2
. :·.: .. ' .
A :PORTION O.F Tim .ANDRBW Dmv:Bl3S GRANT, SECTION 37J CI.TY OF . ·
JACKSONVILLE, DUVAL COUNTY. FLORIDA AND BEING MORE· ·
PA.lU'ICULARLY D:SSCIUBBD M FOL.OOWS: :FOR A POINT .OF
lW'.ERENCB, COMMENCE A'r THE MOST NORTHW.BSTBlU..Y CO~
OF SELVA Nb:RTB UNl'l' ONB AS RBCOJ.U)Jro lN PLAT :BOOK 39, PAGES: •
94, 94A AND 94B,, SAID POINT .Al.SO BBn'lG 'IRE ¥0ST · · ·
SOU".rBWBS'tERLY COJtNBR OF OCEANW.ALK UNlT TWO AS RECOIIDBD · ~· · · .. · .. · · ·
JN' PlAT BOOK 42, PAGES 13, 13A T.HROUGE: 130~ :SOD! OF·~.···
CURllBNl' PUBLIC RECOlUlS OF DUV.AL COUNI'Y. FLORIDA ·AN.P ·
LYJNG IN Tf.lE BAST.BRLY RIGHT-OF·WAY LINE OF S.AlD Sl3LVA,·;
MARIN'A DIUVB; TBBNCE NO.R".t'B' 03~6'40" WEST ALONG $Ail)· .. ,.:
:,., ;·.
AGENDA ITEM #SA
APRIL 25,2016
. . .
. ·· .. ; ·: •.·
.. _·.:,·· ... ·.: :'
l!ASTERLY lUGHT·OF--W.AY IJ:NBJ ADI8XANCB OF 110.40 FBE'l'l'OT.E:i:E:: . · ..
. . NORT.B:BRLY r..:rNB OF SAID SECTION 8 .ALSO llBING T1m NORT.B:t~irY · .• :.· •.· . ~ . . . . . . . .
. LIMITS ·tiNE OF .ATLANTIC BEACFr .AND'T.HB ~ ~·.:·. .
lHBNC.B NORTII 85°09'231< WBST, A DlS'l'ANCB QF 101.06 1\EBT TO~ · ·· ; . · · . · · ·
·........ • WBsr.tnU,YRIGHT~OF-WAYLINBOPSAIDSBLVAMIOON'AD~·s.An)~:
POINT Al.$0 BRING THE WESTERLY lUGHT;.QF-WAY L!NB OF dill · ···· ··
SfiBl.lRYDlUVE {A 100 FOOT R!GllT-OF-WAY AS NOW ESTABIJSHim); · .
::···
· IHBNC.B ALONG SAID WBST.BRLY RIGHT-OF-WAY LlNB ·:.nm
FOLLOWlNG FIVE (S) COURSES ~'DISTANCES'~ .CQtJR.SB NO. l;
NOR Til 03~6'40'' \VE~ A DISTANCB OF 190;73 FEET TO TBE POlN'!' OF •.·
CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A··
RADIUS OF 2814.10 FEEl', CO'ORSE NO. 2i 't.HBNCB NORT.B:BRLY ALONG · ·
THE ARC OF SAID CURVE, AN ARC DISTANCE OF 524.MJ FimT TO l1:i:E
POINT OF TANGENCY OF SAID CUR.\IE, SAID ARC BBING SUB'l".BNDED.
l:JY A CHORD :S::B.ARING AND Dl'ST.ANCl3 OF NORTH 08°46'58• WEST,
523.72 FEET. COT,JRSE' NO. 3; THBNCB NORm 14a07'14" 'Wl!ST~t A
DISTANCE OF 14l.S6 FBBI" TO THE POlNT OF CD:B.VATORB OF A GOn.VE
CONCAVE EASTERLY AND HAVING A RADros OF 2914.78 FB:.aT.
COURSE NO. 4; THENCE NOR'I'HER.LY ALONG TfiE ARC OF SAID
CURVE, AN ·AP..C DlSTANCE OP 398.19 F.Bln' 1'0 ntE POINT OP ·
TANGENCY OF SAID CURV:S. SAID .ARC BBlNG SUBT.BNDBD 13Y A
CHOIUJ BBARJNG .AW> DISTANCE (Jp NO.Jri'H l<Fl2.'.2S" WBST, g~n.gg
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P.AlU<AS DEsCRJ:B'fm AND RECORDED lN 0FF.IC!ALRECORDS VOtUMB
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NORTfiWBs'l'E!U.Y CORNER OF OCBANWACK. 1JNri' FOUR, AS
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T.B:ROUGJI l8C OF SAID ClJRR.'RNT FUBUC RBCORDS; 'ffiEli'CB.
DEPAR.TlNG SAID SOU"!EERLY r,.n.lB AND ALONG SAID B.AST:BRLY
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(S) COURSES AND DISTANCES: _COtlRSE NO. 1; SO'OTH 06°1 ?'3o"' BAS'.I:'t A
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· · CONCAVE BASTJ3lU..Y AND l!AVJNG A RADIOS OF 2814.78 FEET,
COURSE NO • .2• nm.NCB soUT.B.mu,y ALONG Tim ARC OF SA.If> CURVE,
· ·. · AN ARC DISTANC& OF 384.53 FEET TO T.HB POINT OF TANGENCY OF·.
'. '·.'
· ·· · ., ;•-· SAID ctm.VB. SAlO ARC BEING ST.i'BTENDED BY A CHORD BEARING ..
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·.. ·. · : . . . . . . TIIENCE soum 14&07'1410 BAS'!', A DIST'.A.N'CB OF 741,36 :FEET To·:.nm : ;.. , ..... '
: · . . :·. l>OlNT OF CURVATURE OF A CUR.VB CONCAVE WEST.BR.LY AND '-.':
,·'·'
· · ' RAVING A RADWS OP 2914.70 Mml', COURSE NO. 4; THENCE
· · ·· · ···· · SOTJTBERLY ALONG THB Al\C C1F SAID CUR¥.8, AN MC Dl'.STANCB OP
· ·.· · · . 543.11 FEET TO THB :POlNT OF TANGENcY OP SAID CURVE~ SAID ARC ..
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AGENDA ITEM #8A
APRIL 25, 2016
BEXNG STlBT.END:BD BY A CHORD :SEARING ,AND DJSTANCB OF SQU'J'1-t· .: . >:: .. : . ·• • •. ,-_. :
08 .. 46'58'' :BAST. 542.32 F.BBT. COURSB NO. 5; l'.EIENCB SOUTH 03°~6'4().''>· · :·':· ... . · .: .. . ..
EASt.ADI$TANCEOF205.lOFEBTTOTHBPOINTQFB)lGlNNJKG. c:'·. ~ · ·. ;. ,·., ; ... · ...
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Exhibit 3
Prepared by and Return to:
AMENDMENT TO DECLARATION OF RESTRICTIVE COVENANTS
AGENDA ITEM# SA
APRIL 25, 2016
This Amendment to Declaration of Restrictive Covenants (this "Amendment") is
made this __ day of , 2016, by The Estates of Atlantic Beach, LLC, a Florida
limited liability company ("Estates") and the City of Atlantic Beach, Florida ("City").
BACKGROUND FACTS
Estates executed that certain Declaration of Restrictive Covenants on October 2,
2009 and recorded the same on October 19, 2009 in Official Records Book 15040, page 1819 of
the public records of Duval County, Florida (the "Declaration") to provide for certain restrictions
on the development of the real property described in the Declaration.
A. Estates and City now desire to amend the Declaration to release and delete most
of the restrictions set forth in the Declaration and to modify the provisions of the Declaration
relating to access to Mayport Road on the terms and conditions set forth herein.
NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of
which are hereby acknowledged, the parties hereto agree as follows:
1. Background Facts. The Background Facts as set forth above are agreed to be
true and correct and are incorporated herein by this reference.
2. Capitalized Terms. Capitalized terms not defined herein shall have the meanings
assigned to them in the Declaration.
3. Removal of Restrictions. Sections 1, 2, 3, 5 and 6 of the Declaration are each
hereby deleted in their entireties and shall be of no further force or effect.
4. No Direct Access to Mayport Road. Section 4 of the Declaration is hereby
deleted and replaced with the following:
"4. The development plan for the property shall prohibit any direct
connections leading north or west from The Estates property that could
directly connect to Mayport Road, so that there would be absolutely no
direct vehicular ingress to The Estates property from Mayport Road and
no direct vehicular egress from The Estates property to Mayport Road.
AGENDA ITEM# SA
APRIL 25, 2016
The sole direct access to The Estates property shall be from Fleet Landing
Boulevard." Also, there will be no additional vehicular ingress or egress
built at Selva Marina Drive.
5. Effect. Except as specifically amended herein, the Declaration shall remain in
full force and effect.
[Signature Pages Follow]
AGENDA ITEM# 8A
APRIL 25, 2016
IN WITNESS WHEREOF, the undersigned has caused this Amendment to be
signed by its duly authorized representative, as of the day and year first above written.
Signed, sealed and delivered
in the presence of:
Print Name _________ _
Print Name _________ _
STATE OF FLORIDA
COUNTY OF DUVAL
THE ESTATES OF ATLANTIC BEACH,
LLC, a Florida limited liability company
By: -----------------------------
Greg Forbes
Its Managing Member
The foregoing instrument was acknowledged before me this __ day of
_____ , 2016, by Michael A. Sones, as the Managing Member of The Estates of Atlantic
Beach, LLC, a Florida limited liability company, for and on behalf of the limited liability
company. He is personally lmown to me.
NOTARY PUBLIC
Print Name
My Commission Expires: _______ __
[Signatures Continue on Following Page]
AGENDA ITEM# 8A
APRIL 25, 2016
IN WITNESS WHEREOF, the undersigned has caused this Amendment to be
signed by its duly authorized representative, as of the day and year first above written.
Signed, sealed and delivered
in the presence of:
Print Name -------------------
Print Name _________________ _
STATE OF FLORIDA
COUNTY OF DUVAL
CITY OF ATLANTIC BEACH, FLORIDA
By: -----------------------------
Name: -----------------------------
Its:
The foregoing instrument was acknowledged before me this __ day of
____ , 2016, by , as the of the City of Atlantic Beach, Florida, for
and on behalf of the city. He is personally known to me.
NOTARY PUBLIC
Print Name
My Commission Expires: -------'---------
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AGENDA ITEM# SA
APRIL 25, 2016
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AGENDA ITEM:
SUBMITTED BY:
DATE:
CITY OF ATLANTIC BEACH
CITY COMMISSION MEE TING
STAFF REPORT
90-Day Ca lendar for the Mayor and Commission
AGENDA ITEM #9A
APniL 25,2016
Yvonne Calverley, Executive Assistant to th e City Manager ~
April 12,2016 (/
STRATEGIC PLAN LINK: None
BACKGROUND: The 90 -day calendar is includ ed on the agenda tor the purpose of setting
meeting dates, determin ing the location, time and whether or not to
videotape special meetings and worksl10ps if the Commiss ion desires.
The rolli ng 90 -day ca lend ar will be revised after receiving i nput from City
staff and the Commiss ion and wi ll be includ ed in each agend a for
consid eration.
Specia l notes:
• A Town Hall Meeting has been scheduled for Satu rday , May i 11 at the
Comm ission Chamber. The subj ect of the meeting w ill be the Safe
Route to Schools Project.
• Appea l Hear in g is sched ul ed for Thursday , May 12'11 beginning at
9 am. (Location TBD).
• The next quarterly Town Ha ll Meeting is tentatively scheduled for
Saturday, July 16u1 at lOam in the Commiss ion Chamber.
BUDGET: None
RECOMMENDATION: Approve the 90·Day Calend ar for May throug h July 20 16
ATTACHMENT: 1) Mayor and Commission 90 -Day Calendar (May t hrough July 20 16)
CITY MANAGER: ~t/~Z&n;lfk"e
MAYOR AND COMMISSION
May 2016
:'U ~D ~\ Y ;o.J();\D.\Y ·l'cE~D .\ Y \\'lm~ES D.\ Y T ll lJ RS !)_.\ Y FIUDX \" S:\Tl'IW \Y
1 2 3 4 5 6 7
Du e Date for Town Hall Mt~
5/23 10 am I 1 1 'er
Age nda Items ·
\\ ild \\ U IUCf II illll
Dunon Island
8 9 Newsletter Due 10 11 12 13 14
(HardinS!)
Ap peal Hearing Commiss ion Mtg
6:30pm 9 to 5 pm
(lnvoc-Harding) (Location TBD)
15 16 17 18 19 20 21 Vild Wonders
II am
Song\\riters' Concert Dutton Island
6-Spm
Adele Grage Dancin in the Streets
II om-9:30 pm
22 23 24 25 26 27 28
Commission Mtg Due Date for
6:30pm 6/13
(In voc-Waters) Agenda Items
Videotaped
29 30 31
Memorial Day
Acoustic Nights
6-8 pm City Offices
Bull Park Closed
MAYOR AND COMMISSION
June 2016
~l':'\.1).\ \' :\(( )'\. () \'I Tl'l·::-;1 l.\ 'I' \\'I·:D~ 1.~1) \ Y 'llll'RSD\'1' I· RID.\~ S \Tl.'RD.\ \'
1 2 3 4
Wild Wonders
II am
Dutton Island
5 6 7 8 9 10 11
New s letter Du e Due Date for
Songwriters ' Concert (Mayor) 6/27
6-8 pm Agend a Items
Adele Grage
12 13 14 15 16 17 18
Co mmi ss ion Mtg
6:3 0pm
{l nvoc-Ree ves) Wild Wonders
Vide ota ped II am
Dutton Island
19 20 21 22 23 24 25
Due Date for
7111
Agen da Items
26 27 28 29 30
Commi ss ion Mtg
Acoustic Nights 6:3 0pm
6-8 pm (l nvoc-Stin son)
Bull Park Vid eo taped
MAYOR AND COMMISSION
July 2016
Sl''\D \Y \({)'\)).\\" Tl'I·.SD.\ Y \\'1:1)'\l :sn \Y 'llll'RSD .\ Y I ;RID.\'\ s .nnm.\Y
1 2
3 4 5 6 7 8 Newsletter Due 9
Songwriters' Concert 4th of July {Mayor)
6-8 pm City Offices Due Date for
Adele Grage 7/25
Closed Agenda Items
10 11 12 13 14 15 16
Commission Mtg Town Hall Meeting
6:30pm lOam
(lnvoc-H ill ) Chamber
Videotaped (Tentative)
17 18 19 20 21 22 23
Due Date for
8/8
Agenda Item s
24 25 26 27 28 29 30
Commission Mtg
Acoustic Nights 6:30pm
6-8 pm (I nvoc-Harding)
Bull Park Videotaped
31