05-09-22 Draft Agenda
City of Atlantic Beach
Draft Agenda
Regular City Commission Meeting
Monday, May 9, 2022 - 6:30 p.m.
Commission Chamber
City Hall, 800 Seminole Road
Atlantic Beach, FL 32233
INVOCATION AND PLEDGE TO THE FLAG
CALL TO ORDER
Page(s)
1. APPROVAL OF MINUTES
2. COURTESY OF FLOOR TO VISITORS
2.A.
TIP Presentation (North Florida TPO Staff)
North Florida TPO Presentations Link
2.B.
Public Works Week Proclamation
Public Works Week
5
PUBLIC COMMENT
3. CITY MANAGER REPORTS
3.A.
Accept the 90-Day Calendar (May - July 2022)
90 Day Calendar (May-July 2022)
7 - 10
3.B.
Beaches Access and Neighborhood Parking
Beaches Access & Neigborhood Parking
11 - 22
3.C.
Lifeguard Station
4. REPORTS AND/OR REQUESTS FROM CITY COMMISSIONERS
4.A.
National Safe Boating Week Proclamation (Mayor Glasser)
National Safe Boating Week
23
5. UNFINISHED BUSINESS FROM PREVIOUS MEETINGS
6. 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.
Page 1 of 160
Regular City Commission - 09 May 2022
6.A.
Acknowledge receipt of the Building Department Activity Report for FYTD Q2
2022.
Building Dept Activity Report
25 - 29
7. COMMITTEE REPORTS
8. ACTION ON RESOLUTIONS
8.A.
RESOLUTION NO. 22-32
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA, AUTHORIZING STAFF
TO ISSUE A TASK AUTHORIZATION TO HANSON PROFESSIONAL SERVICES FOR
DESIGN AND ENGINEERING SERVICES FOR SIDEWALK IMPROVEMENTS ALONG
LEVY ROAD FROM MAIN STREET TO MAYPORT ROAD; AUTHORIZING THE CITY
MANAGER TO EXECUTE CONTRACTS AND PURCHASE ORDERS IN ACCORDANCE
WITH AND AS NECESSARY TO EFFECTUATE THE PROVISIONS OF THIS
RESOLUTION; AND PROVIDING AN EFFECTIVE DATE.
Resolution No. 22-32
31 - 46
8.B.
RESOLUTION NO. 22-33
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA, APPROVING LABOR
AND MATERIALS COSTS TO DEMOLISH GROUND STORAGE TANK AND PIPING AT
WATER TREATMENT PLANT #4, AUTHORIZING THE CITY MANAGER TO EXECUTE
CONTRACTS AND PURCHASE ORDERS IN ACCORDANCE WITH AND AS NECESSARY
TO EFFECTUATE THE PROVISIONS OF THIS RESOLUTION; AND PROVIDING AN
EFFECTIVE DATE.
Resolution No. 22-33
47 - 76
8.C.
RESOLUTION NO. 22-34
A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORIDA, AUTHORIZING THE
PURCHASE OF THREE (3) HIGH SPEED PUMPS FROM TOM EVANS
ENVIRONMENTAL, FOR $174,744.00; AUTHORIZING THE CITY MANAGER TO
EXECUTE CONTRACTS AND PURCHASE ORDERS IN ACCORDANCE WITH AND AS
NECESSARY TO EFFECTUATE THE PROVISIONS OF THIS RESOLUTION; AND
PROVIDING AN EFFECTIVE DATE.
Resolution No. 22-34
77 - 86
8.D.
RESOLUTION NO. 22-35
ACQUISITION FOR OF TWO SUB-PARCELS TOTALING 0.28 ACRES OF PROPERTY
LOCATED AT 1964 AND 1980 FRANCIS AVENUE; AUTHORIZING STAFF TO EXECUTE
A PURCHASE AND SALE AGREEMENT IN THE AMOUNT OF $175,000 FOR TWO
SUB-PARCELS OF PROPERTY LOCATED AT 1964 AND 1980 FRANCIS AVENUE; AND
AUTHORIZING THE UTILIZATION OF HALF-CENT DISCRETIONARY (BETTER JAX)
SALES TAX PROCEEDS FOR THIS PURPOSE
(This Resolution will be taken out of sequence and will be taken up after item
10A)
87 - 131
Page 2 of 160
Regular City Commission - 09 May 2022
Resolution No. 22-35
9. ACTION ON ORDINANCES
9.A.
ORDINANCE NO. 90-22-247, Public Hearing and Final Reading
AN ORDINANCE OF THE CITY OF ATLANTIC BEACH, COUNTY OF DUVAL, STATE OF
FLORIDA, REZONING THOSE LANDS DESCRIBED IN ATTACHED EXHIBIT A FROM
RESIDENTIAL, SINGLE-FAMILY (RS-1), RESIDENTIAL, SINGLE-FAMILY (RS-2),
RESIDENTIAL, GENERAL, MULTI-FAMILY (RG-M) AND COMMERCIAL GENERAL
(CG) TO RESIDENTIAL, GENERAL, MULTI-FAMILY (RG-M); PROVIDING FINDINGS
OF FACT; REQUIRING RECORDATION; AND PROVIDING AN EFFECTIVE DATE.
Ordinance No. 90-22-247
133 - 145
10. MISCELLANEOUS BUSINESS
10.A.
Public Hearings on Waiver-0002 and Waiver-0003
WAIVE22-0002, WAIV22-0003
147 - 160
11. CITY ATTORNEY/CITY CLERK REPORTS AND/OR REQUESTS
12. CLOSING COMMENTS BY CITY COMMISSIONERS AND CITY MANAGER
13. ADJOURNMENT
This meeting will be live-streamed and videotaped. The video recording will be posted within
four business days on the City's website. To access live or recorded videos, click on the
Meeting Videos tab on the city's home page 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 Chamber.
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’s Office by 5:00 PM, the Thursday prior to the meeting.
Page 3 of 160
Regular City Commission - 09 May 2022
Page 4 of 160
i?rutlamatiunof the
Qtitpof Qtlantit ?nzatb
in Recognition of
NA TI 0NAL PUBLIC WORKS WEEK
WHEREAS,public works services provided in our community are an integral part of our
citizens’everyday lives;and
WHEREAS,the support of an understanding and informed citizenry is vital to the efficient
operation of public works systems and programs such as streets and stormwater,beaches,
sanitation,parks and building maintenance,landscape and beauti?cation;and
WHEREAS,the health,safety,and comfort of this community greatly depends on these
facilities and services;and
WHEREAS,the quality and effectiveness of these facilities,as well as their planning,
design,and construction,is vitally dependent upon the efforts and skill of public works of?cials;
and
WHEREAS,the ef?ciency of the quali?ed and dedicated personnel,who staff the public
works department,is materially in?uenced by the people's attitude and understanding of the
importanceof the work they perform;and
WHEREAS,this year’s theme “Ready and Resilient”speaks to the essential nature of
public works services in support of everyday quality of life.
NOW,THEREFORE,I,Ellen Glasser,by virtue of the authority vested in me as Mayor of
the City of Atlantic Beach,Florida,do hereby proclaim the week of May 15”‘through May 215‘,
2022 as
NATIONAL PUBLIC WORKS WEEK
in the City of Atlantic Beach,and call upon all citizens and civic organizations to acquaint
themselves with the issues involved in providing our public works;and to recognize the
IN WITNESS WHEREOF,I havesetmyhandandcausedtheOf?cialSealoftheCityofAtlanticBeachtobeaf?xed this 9”‘day of May,2022.Ellen Glasser,Mayor Agenda Item #2.B.09 May 2022Page 5 of 160
Page 6 of 160
CITY OF ATLANTIC BEACH ;
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEIVI:90-Day Calendar for the l\/layor and Commission
SUBI\’I[TTEI)BY:Yvonne Calverley,Executive Assistant to the City l'\/
Iana
ger‘
/£2
TODAY'S DATE:April 25,2022
IWEETING DATE:I\/lay 9,2022
BACKGROUND:The 90-day calendar is included on the agenda for the pur
pos
e
ofsetting
meeting dates and detern?ning the location,time and Whe
ther
to
videotape special meetings and workshops.
The rolling 90-day calendar will be revised a?er receiving inp
ut
from
City staff and the Commission,and will be included in ea
ch
agend
a
for
consideration.
Notes:
-Annual Board and Committee l\/[ernber Appreciation R
e
c
e
pt
io
i1
willbe
held on Thursday,May 26 from 6:30 to 8 pm at the Adel
e
G1-
age
Center.
-A Town I-Iall l\/leeting is scheduled for Saturday,July 1 fro
nu
10am
to Noon at the Adele Grage Center.
BUDGET:None
RECOl\’[l\/IENDATION:Approve the 90-Day Calendar for l\/lay through July 2022.
ATTACHNIENT:1)Mayor and Con1rnission 90-Day Calendar (May through July2022)
REVIEWED BY CITY MANAGER:iS;..1 ‘Agenda Item #3.A.09 May 2022Page 7 of 160
MAYOR AND COMMISSION
May 2022
1‘.
1 2 3 4 5 6 7
Songw?ters
Concert 6 pm Special Magistrate
Hearing 2 pm
8 9 10 11 Mayor’:Advisory 12 13 14
Council Noon
Commission Mtg CARAC Mtg ESC We 5,,bc,,,,,Pension Board
5330Pm 6 pm 5:15 pm 6:30 pm
(Invoc-Bole)ESC MW 6 m
15 16 17 18 19 20 21
Community ESC Outreach
AC0“5?CNight Development Subcommittee Canine Carnivals
6 pm Board Mtg 6:30 pm 10 am -1 pm
(Elm Park)6 pm Veterans Park
22 23 24 25 26 27 28
Commission Mtg Annual Board and
5:30 pm ESC LE1j3D Committee BloodDrive
(1nVoc.water5)Subcommittee Member Reception Noon _5 pm
Noon (Adele Grage)(City Ha“)
6:30 —8 pm
29 30 31
Memorial Day
City Of?ces
Closed
Agenda Item #3.A.09 May 2022Page 8 of 160
MAYOR AND COMMISSION
June 2022
\\1.1>\i-..»n V;IH '.>.\TL l‘.I.7.'\\
Due Date for
6/13 Agenda
5 6 7 S Mayors Advisory 9 10 11
Council Noon
S°n8VVme“5 ESC Tree Subcom
Concert 6 pm 5:15 am
ESC Mtg 6 pm
12 13 14 15 ESC Outreach I6 17 18
Commission Mtg Subcommittee
6:30 pm CARAC Mtg 6:30 pm
(Invoc —Kelly)5 Pm Due pm for
6/27 Agenda
19 20 21 22 23 24 25
City Offices Community ESC LEED
Closed Development Subcommittee
(Juneteenth Day)Board Mtg Noon
6 pm
26 27 28 29 30
._Commission Mtg
Acousuc Night 6:30 pm
6 Pm (Invoc —Norris)Agenda Item #3.A.09 May 2022Page 9 of 160
MAYOR AND COMMISSION
July 202
\\|l\\]51 "i
3 4 5 6 T S 9
4"‘of July Special
Magistrate
City Offices Hearing 2 pm
Closed
10 11 12 13 Mayor’s Advisory 14 15 16
Council Noon
Songwriters Commission Mtg CARAC Mtg ESC Tree Subcom M:e‘:i‘:“I"1{:)“am
Concert 6 pm 6:30 pm 6 pm 5.15 gm 3
(Invoc-Glasser)
.(Adele Grage)
ESC Mtg 6 pm
17 18 19 COmn“unity 20 21 22 23
Development ESC Outrgach
Board Meeting Subcomn-uttee
5 pm 6:30 pm
24»25 26 27 28 29 30
_‘Commission Mtg ESC LEEDAcousticNight6:30 pm Subcommittee
5 Pm (Invoc~Bo1e)Noon
Agenda Item #3.A.09 May 2022Page 10 of 160
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i?rutlamatiunof the
Qtitpat gtlantit ?nzath
in Recognition of
National SafeBoating Week
WHEREAS,for tens of millions of Americans,boating continues to be a popular recreational activity.
From coast to coast,people are taking to the water and enjoying time together boating,sailing,paddling and
?shing;and
WHEREAS,safe boating begins with preparation,and,during National Safe Boating Week,the U.S.
Coast Guard and its federal,state,and local safe boating partners encourage all boaters to explore and enjoy
America’s beautiful waters responsibly;and
WHEREAS,human error accounts for most boating accidents,and the Coast Guard estimates that life
jackets could prevent more than eight out of every 10 boating fatalities;
WHEREAS,through basic boating safety procedures —carrying lifesaving emergency distress and
communications equipment,wearing life jackets,attending safe boating courses,participating in free boat safety
checks,and staying sober when navigating ~we can help ensure boaters on America’s coastal,inland,and
offshore waters stay safe throughout the season;and
WHEREAS,National Safe Boating Week is observed to bring attention to important life-saving tips for
recreational boaters so that they can have a safer,more fun experience out on the water throughout the year;and
WHEREAS,on average,more than 600 people die each year in boating-related accidents in the U.S.;
about three—qua1tersof these are fatalities caused by drowning;and
WHEREAS,a signi?cant number of boaters who lose their lives by drowning each year would be alive
today had they worn their life jackets.
NOW THEREFORE,I,Ellen Glasser,Mayor of the City of Atlantic Beach,Florida,do hereby support
the goals of the Safe Boating Campaign and proclaim May 21-27,2022,as
and the start of the year-round effort to promote safe boating,and encourage all who boat to practice safeboatinghabitsandwearalifejacketatalltimeswhileboating.IN WITNESS WHEREOF,I have set my hand andcausedtheOf?cial Seal of the City of AtlanticBeachtobeaf?xed this 9”‘day of May,2022.Ellen Glasser,Mayor Agenda Item #4.A.09 May 2022Page 23 of 160
Page 24 of 160
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Nu:Agenda Item #6.A.09 May 2022Page 29 of 160
Page 30 of 160
CITY OF ATLANTIC BEACH
CITY CC)1VIl\’IISSIC)N l\/IEETING
STAFF REPORT
AGENDA rn:M:Resolution No.2242 authorizing Design and Engineering Services forSidewalk
improvements along Levy Road from Main street to Mayport Road
SUBIVIITTED BY:Scott Williams,Public Vvorks Director
TODAY'S DATE:April 2i.2022
NIEETING DATE:May 9,2022
BACKGROUND:starr received a scope &Fee Proposal from Hanson Professional inthe
amount or $39,427.55 to provide professional engineering services to produce plans and opinion
or
probable construction cost for sidewalk improvements along Levy Road.The project consists ofreplacingtheexisting5Footwidesidewalkwithan8rootwidealongthenorthsideoflheroadwayfro
m
Mainstreet
to Mayport Road.Additional improvements will include driveway replacement,pede
stria
n
sarety
improvements at the intersection of Levy Road and Main street and drainage improvements.
The tasks included in Scope &Fee Proposal include Data Review/Collection,Design and and
Construction Administration.Further details are outlined in the Scope &Fee Proposal (
at
tac
h
ed
)
from
Hanson Professional services,dated April I8,2022.
The City has successfully obtained a Community Development Block Grzlnt in the arnourlt $91,
000
For
this project,and currently has $259,000 set aside for the design and construction ofthe project.
The city has a Professional Engineering services Agreement with Hanson Professional servi
ces,
andthis
scope of work would be Task Authorization No.RFQ20-0l—HPS—TA#4 under said Agreement.
BUDGET:Funding is available in account 300—6D20—S72—6300 under project nulnber “Levy
Road Multiuse Path.”
RECONINIENDATION:Approve Resolution ‘No.22-32 authorizing sta?rto issue a Task A
ut
ho
riz
ati
on
to
Hanson Protessional Services in the amount or $39,427.55 for ?nal plans and opinion or pro
bable
costFor
sidewalk improvements along Levy Road frorn Main street to Mayport Road as described i thescope&
Fee Proposal ?‘orn Hanson Professional Services dated April 18,2022.
ATTACHMENT:I)Resolution No.22-32
2)Proposal ?‘on1 Hanson Professional Services dated April 18,2022
3)Executed CDBG contract with CO!
4)Project overview map
5)Project description &l
REVIEWED BY CITY MANAGER:4 we 'Agenda Item #8.A.09 May 2022Page 31 of 160
RESOLUTION NO.22-32
A RESOLUTION OF THE CITY OF ATLANTIC BEACH,FLORIDA,AUTHORIZING
STAFF TO ISSUE A TASK AUTHORIZATION TO HANSON PROFESSIONAL
SERVICES FOR DESIGN AND ENGINEERING SERVICES FOR SIDEWALK
INIPROVEMENTS ALONG LEVY ROAD FROM MAIN STREET TO MAYPORT
ROAD;AUTHORIZING THE CITY MANAGER TO EXECUTE CONTRACTS AND
PURCHASE ORDERS IN ACCORDANCE WITH AND AS NECESSARY TO
EFFECTUATE THE PROVISIONS OF THIS RESOLUTION;AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS,on April 18,2022,staff received a scope and fee proposal from Hanson Professional
Services in the amount of $39,427.55 to provide professionaldesign and engineering services to produce plans
and an opinion of probableconstruction cost for sidewalk improvements along Levy Road;and
WHEREAS,the project consistsof replacing the existing 5 foot wide sidewalk with an 8 foot wide along
the north side of the roadway from Main Street to Mayport Road.Additional improvementswill includedriveway
replacement,pedestrian safety improvements at the intersection of Levy Road and Main Street and drainage
improvements to accommodate the 8 foot wide sidewalk;and
WHEREAS,the City has successfully obtained a Community Development Block Grant in the amount
of $91,000 for this project,and currently has $259,000 set asidefor the design andconstruction of the project;and
WHEREAS,the City has a Professional Engineering Services Agreement with Hanson Professional
Services,and this scope of work would be Task Authorization No.RFQ20—Ol-HPS~TA#4under said agreement;
and
WHEREAS,funding is available in account 300-6020-572-6300 under project number PR2208 “Levy
Road Multiuse Path.”
NOW THEREFORE,be it resolved by the City Commission of the City of Atlantic Beach as follows:
SECTION 1.The City Commission hereby authorizes the City Manager to execute Task Authorization
No.RFQ20-01-HPS-TA#4with Hanson Professional Services in the amount of $39,427.55 to produce plans and
an opinion of probable cost for the sidewalk improvementson Levy Road from Main Street to Mayport Road as
described in Hanson Professional Services Scope and Fee proposal dated April 18,2022,and;
SECTION 2.The City Commission hereby authorizesthe City Manager to approve a Purchase Order to
Hanson Professional Services in the amount of $39,427.55 for said Task Authorization.
SECTION 3.This Resolution shall take effect immediately upon its passage and adoption.
PASSED AND ADOPTED bythe City of Atlantic Beach,this 9"‘day of May,2022.
Ellen Glasser,MayorAttest:Donna L.Bartle,City ClerkApprovedastoformandcorrectness:Brenna M.Durden,City Attorney Agenda Item #8.A.09 May 2022Page 32 of 160
April 18,2022
Mr.Steve Swann,PE
City Engineer
City of Atlantic Beach
800 Seminole Road
Atlantic Beach,Florida 32233
Re:Sidewalk improvements for Levy Road (Final Design)
Subject:Scope &Fee Proposal
Dear Mr.Swann:
Hanson Professional Services (Consultant)is pleased to present our scope of services and fee
proposal for this project.This scope ofwork is to provide professional engineering services for
final plans and opinion of probable construction cost for sidewalk improvements along Levy
Road to replace the existing 5 foot wide sidewalk with an 8 foot wide sidewalk along the north
side of the roadway from Main Street to Mayport Road.
General Objective
The general objective of this scope is to provide a final design along with an opinion of probable
construction cost to replace the sidewalk along the north side ofthe roadway along Levy Road
from MainStreet to Mayport Road.
Project Description
The existing 5 foot wide sidewalk along the north side of the roadway willbe replaced with new
8 foot wide sidewalk.The proposed 8 foot sidewalk willbegin at the east side of the Main Street
intersection and willterminate at the west side of the Mayport Road intersection (approximately
2,100 LF).Additional improvements willinclude driveway replacement and drainage
improvements to accommodate the 8 foot wide sidewalk.
Scope of Services
The Scope of Services for this project involves the following tasks:
Phase I —Data Reviewlcollection
Survey
The survey willbe from the NE corner at Main Street to the NW corner of Mayport Road
from centerline of pavement to the existing right ofway along the north side of Levy Rd.
the following:1.The right of way limitsfor the proposed project limitsabove.2.Above ground improvements including but not limitedto,above groundutilitiessuchaswatermeters/valves,sewer valves,manholes and pipedirectionwithelevation,power poles,Etc.Stormwater and sewer manholes inverts and pipe sizes.Edge of pavements and concrete improvements in the right of way.P9’1of3 Agenda Item #8.A.09 May 2022Page 33 of 160
5.Topography for the project limits withinthe public right of ways.A
minimum of a cross section for every 100’of right of way shall be
surveyed to create the project topography.
Trees within the project right of way.
The Topographic Route Survey shall be mapped inAutoCAD.A survey
showing the right of way,topography,and above ground improvements
willbe provided at a minimum of a 1"=20'scale plan.Data shall be
provided digitally and,(1)signed &sealed black-line plotted hard copies
of the data.
.".°°
Phase II—Design and Permitting
Sidewalk Design I Plans Production
Design phase services willinclude the preparation of final construction plans for the new
8 foot wide sidewalk and driveways and drainage impacted by the sidewalk
improvements.
(a)Sidewalk Design/Analysis.The Consultant willdesign an 8 foot wide sidewalk to
replace the existing 5 foot wide sidewalk.The proposed sidewalk willbe located
between the northern edge of pavement and existing City right-of-way meandering
where possible and willmatch the existing grade as close as possible to maintain
existing drainage patterns.
(b)Plans.This effort willinclude producing plan sheets sufficient for completing a
detailed opinion of probable construction cost for the proposed improvements.The
index of drawings for the plan set willgenerally include,but not necessarily be
limited to the following:
Key Sheet
General Notes
Typical Section
Sidewalk Plan
Cross Sections
Traffic Control Plan/Notes
.Erosion &Sedimentation Control Details
G).""l"".U.O.W.>
Where applicable,information may be combined on drawing sheets.
Geotechnical Services
Geotechnical services willnot be included as part of this scope of services.
Permitting Requirements
Permitting services willnot be included as part of this scope of services as the planned
improvements are expected to be exempt from permitting.iffor some reason the project
permit the Consultant reserves the right to negotiate the additional effort required topermittheprojectunderaseparatescopeofservices.Project Submittal Requirements100%Design Plans:Five (5)sets of half-sized (11”x 17”)drawings will be furnished totheCityforreviewandcomment.Draft Bid Documents and Project Specifications usingCitystandardformatwillbeincludedinthissubmittal.The plans willbe reviewed by the2of3 Agenda Item #8.A.09 May 2022Page 34 of 160
City and written comments willbe provided.The City willprovide written review
comments within two (2)weeks from submittal.
Final Signed and Sealed Design Plans:Five (5)sets of half-sized (11”x 17")drawings,
Bid Documents,and Project Specifications willbe furnished with agreed upon revisions
from the 100%Design Plans incorporated.
Utility Coordination
The Consultant willcontact the utilityowners within the project limits and submit
preliminary plans to confirm existing facilities and identify utility impacts anticipated by
the proposed improvements.The Consultant willsubmit final plans to confirm/document
existing facility relocations to be performed by the utilityowners.
Meetings
Consultant willschedule 100%plan review meeting to discuss review comments and
relay any design information necessary to convey the intent of the plans.
Time Schedule
The schedule willfollow the outline below.
Receive NTP
Data Collection and Survey Within 45 days after NTP
Submit 100%Plans Within 45 days after NTP
100%Review Comments (City)10 days after 100%Plans Submittal
100%Plan Review Meeting Within 10 days after receipt of City Comments
Final Plans Submittal Within 30 days after 100%Plan Review Meeting
Fee
Consultant willcomplete the scope of services described herein for a total lump sum amount of
$39,427.55,as detailed in ExhibitA.
Phase lll—Construction Administration
IfPhase lll is authorized by the City,the specific construction administration services to be
provided by the Consultant during the period of construction willbe negotiated under a separate
contract/scope of services.
3of3 Agenda Item #8.A.09 May 2022Page 35 of 160
EXHIBITA
CONTRACT FEE SUMMARY
LEVYROAD SIDEWALK
MAINSTREET TO MAYPORT ROAD
Project Phase
Final Design
3.Consultant Name
Hanson Professional Services
NA
4.Date of Proposal
4/18/2022
Estimated
Cost TOTALS
5.Direct Labor
Sr.Project Manager $.$1,534.26
Sr.Engineer $72.00 I 12 8 883.08
Engineer $45.00)0 $-
Sr.Designer 35 54 00 I 33 $1,756.62
Designer $196 $7,064.64
Clerical $0 $-
Total Direct Labor $11,238.60 ,
6.Overhead (Combined Fringe Benefit 8.Administrative)
Overhead Rate 150%x Total Direct Labor $16,857.90
7.Subtotal:Labor +Overhead (Items 5 &6)$28,096.50
8.Profit:Labor Related Costs Item 7 x 10%$2,809.65
'“.:iPART:lll7f€0IHERCOSTS 4.4
9.Miscellaneous Direct Costs
MISCELLANEOUSDlRECT COSTS SUBTOTAL
10.Subcontracts/Miscellaneous Other (Lump Sum)
lMECivil&Surveying,LLC(Surveying Services)$8,400.00
3 _
$-
SUBCONTRACTS/MISCELLANEOUSOTHER (LUMP SUM)SUBTOTAL $8,400.00
TOTAL LUMPSUM AMOUNT(Items 5,6,8,9,and 10)$39 427 55
11.Reimbursable Costs (Limiting Amount)
TOTALRElMBURSABLECOSTS.,so ,77 .,8 is ,.PARTil\7§:TOTALAMOUNTOF CONTRACT(Lump Sum plus Reimbursables)(items 5,6,8,9,10,11)$39,427.55 Agenda Item #8.A.09 May 2022Page 36 of 160
PRIME CONSULTANT
ESTIMATE OF WORK EFFORT AND FEE
50%PLANS PREPARATION
CONSULTANT:Hanson Professional Services PROJECT NAME:LEVYROAD SIDEWALK
RFP NUMBER:NA FROM:MAINSTREET TO:MAYPORT ROAD
ES'I1MATOR NAME I DATE:BrianMcKee,PE 4l18f20?2 PROJECT LENGTH:2,100 l.inea|Feet
Sr.Project Manager Sr.Engineer Engineer Sr.Designer Designer Clerical TOTAL SALARY
ACTIVITY RATE =s 34.00 RATE =5 77.00 RATE =5 45.00 RATE =5 54.00 RATE =3 36.00 RATE =s 23.00 nouns cosr
STAFF LABOR STAFF LABOR STAFF LABOR STAFF LABOR STAFF LABOR STAFF LABOR BY BY
HOURS COST HOURS COST HOURS COST HOURS COST HOURS COST HOURS COST ACTIVITY AC'nVlTY
General Project Tasks 6 $504.00 0 $—0 $-8 $432.00 l 0 $-0 $-14 5 935,00
Task 1-Sidewalk Analysis 5 5 483.00 5 5 414.00 0 $-12 5 521.00 92 5 3,312.00 0 5 -115 5 4,330.00
Task 2-SidewalkPlans 4 5 348.60 4 5 298.80 0 5 -B 5 448.20 66 5 2,390.40 0 5 —as 5 3,435.00
Task 3-Drainage Analysis 2 $198.66 2 5 170.23 0 5 -5 5 255.42 38 5 1,362.24 0 5 —47 5 1,935.50
18 5 1,534.26 12 S 883.08 0 $-33 $1,756.62 196 S 7,064.64 0 S -259 S 11,238.60
PROJECT TOTALS 18 $1,534.26 12 S 883.08 0 $—33 $1,756.62 196 $7,064.54 0 $-259 S 11,238.60
Agenda Item #8.A.09 May 2022Page 37 of 160
STAFF HOUR SUMMARY
CONSULTANTNAME:Hanson Professional Services PROJECT NAME:LEVYROAD s|DEwA]_K
ESTIMATORNAME:Bn'anMcKee,PE
DATE:4/18/2022
TASK l I TOTAL 'lNO.l—'TASKS HOURS COMMENTS
General Project Task
Totals Vi T ~~
ewalk Analysis
-sidewalkwPlans
D‘rainag‘;e‘AnalysIs‘A
TOTALS:R 259
Agenda Item #8.A.09 May 2022Page 38 of 160
GEN ERAL PROJECT TAS KS
CONSULTANT NAME:Hanson Professional Services PROJECT NAME:Law Rom s|DEvvA|_K
ESTIMATOR NAME:Brian McKee,PE
nus:4/18/2022
TASK UNITS NO.OF HRS PER TOTAL
No,TASKS UNITS UNIT HOURS COMMENTS
n.o Geneml Project Tasls
0.1 Public Meeting Pregaration L5 1 o 0 NA
0.2 Public MeetingAttendance/Folluwup L5 1 a 0 NA
0.3 Spec?catinns Package L5 1 3 3
0.4 MonthlyProgress Repurls L5 1 A 4 Proggss Regzrts included with invoicingand initialproject setup
0.5 Meelings_(PrcjectManager)L5 1 2 2 See Listing Below
053 Phase Reviews EA 1 2 2 100%
TOTALS 14
Agenda Item #8.A.09 May 2022Page 39 of 160
SIDEWALK ANALYSIS
CONSULTANT NAME:Hanson Professional Services PROJECT NAME:LEVY ROAD SIDEWALK
ESTIMATOR NAME:Brian Md(ee.PE
DATE:4/13/2022
1.0 Analysis
1.1 Sidewalk Analysis L5 1 B0 30 Includes hroizontal and venical layaut of Bit sidewalk and drweway replacements
1.2 Design Documentation Report L5 1 O 0 NA
1.3 Project Quanmies L5 1 4 4
1.4 Cost Estimate LS 1 4 4 2 OPCC
1.5 UtilityCoordination L8 1 10 10
1.5 Field Reviews L8 1 4 4 1 @ 2 hrs each and 2 people
Analysis Subtotal 102
1.7 QualityAssurance/Quality Cnntral LS “la 5%6
1.8 Supervision LS "la 3%4
1.9 Coordination LS "A 2%3
Analysis Nontechnical Subtotal 13
TOTALS 115
Agenda Item #8.A.09 May 2022Page 40 of 160
SIDEWALK PLANS
cousunmr NAME:Hansen Pmfssionai Services PROJECT NAME:LEVYROADSIDEWALK
ESTIMATDRNAME:Bfi??MDKEG,PE
DATE:4/1a/zen
TASK unns NO.or HRS PER NO.OF TOTAL
No.TASKS uuns UNIT SHEETS HOURS COMMENTS
2.n Plans
2.1 HDHZDHIEIMaster Design FVIE L3 1 2U 0 2D MESQETDesign Fll?SENF
2.2 CFDSSSenior:Master Design File LS 1 12 U 12 MZSXEI’Design FileSen}
2.:Key Sheet sneeq 1 1 1 1
2.4 General Mme:Sheet 1 1 1 1
2.5 TypicalSectiun Sheets snee«1 4 1 4
2.6 Project Layout Sheet 1 I I 1
2.7 Plan Sheets sneem 5 2 5 10
2.3 Pro?le Sheet 1)n u 0 NA(SIDEWALK ELEVATIONWILLas CONVEYEDav CROSS SECTIONS
ANDSPOT ELEVATIONS on PLAN)
2.9 Sjnecial Details Sheet o u u 0 NA
2.10 Crass secnnns EA an 0.25 to 15 so11inlervalsglus driveways and edesueexs
2.11 Traffic Car1trolP|anINnls Sheet 1 s 1 a SIDEWALKCLOSED snsus AND REFERNCE T0 APPLICABLEFDOT STANDARDS
FOR LOCATIONSTHATIMPACTTRAVEL LANES
2.12 Erosion a.sediment Central Details Sheet 5 M o 2 WILLBESHDWN on PLANSHEETSmTASK 2.7
2.13 UtilityAdjustment 571393 Sheet 5 0.4 D 2 WILLNOTE ONPLAN SHEETS INTASK2.7
P|ans Subtotal 20 15
214 Quality Assurance/Qualily comm:LS %511.4
2.15 Supervision Ls %3%3
TOTALS 33
Agenda Item #8.A.09 May 2022Page 41 of 160
DRAINAGE ANALYSIS
CONSULTANT NAME‘HEHSDYIProfessional S&I'ViCES PROJECT NAMEi LEVY ROAD SIDEWALK
ESTIMATOR NAME‘.Brian McKee,PE
DATE!4/18/2022
TASK UNITS NO.OF HRS PER TOTAL
N0.TASKS UNITS UN|T HOURS COMMENTS
13 Analysis
1.1 Drainage Analysis L5 1 40 40 Design and analysis for new drainage inlmlmanhiole (D lie pipes if NE comer of Main SK
Analyss ofSOOLFol swales fol regrading or piping.
1.2 Permit Applications L5 1 1 1 CDDfdil'IiliDl'IIDcnn?rm pEl’\'l'IiIexemption
1.3 Field Reviews L3 1 2 1 @ 2 MS
Analysis Subtotal 43
1.4 Qualiy Assurancel?ualny Conlrol LS %5*-/.2
1.5 Supervision LS %3%1
1.5 Coordination LS %2°/.1
Analysis Nontechnical Subtotal 4
TOTALS 47
Agenda Item #8.A.09 May 2022Page 42 of 160
MISCELLANEOUS DIRECT COST
CONSULTANT NAME:Hanson Professional Services PROJECT NAME:LEW ROAD SIDEWALK
ESTIMATOR NAME:Brian McKee,PE
DATE:4/18/2022
ITEMDESCRIPTION COMMENTS
Drafting Medium:(Original Reproducibles)
0 sets 0 Sheets @ $50.00 Per Sheet=
0 sets 0 Sheets @ $1.00 Per Sheet=
Reproduction (Blue Line &Sepias)
Blue Line Mylars Photocogv
Public Meeting Copies 0 0
50%Plans 0
100%Plans 0 5 Sets plans (20 Sheet Plan Set),Specs and check prints
Final Plans 0 5 Sets plans (20 Sheet Plan Set)Specs and check prints
Total Sheets
Blue Line
Sepia
Photocopy
Travel From:[Consultant Of?ce Location]
To Project:#Trips
Transport.2 x 23 .$27.60 Field Review
To City Of?ces:#Trips
Transport.1 x .$13.80 Phase Review Meeting
To Other:#Trips
Transport.1 x
Shipping:$0.00
Other:$0.00
TOTAL MISC DIRECT COSTS Agenda Item #8.A.09 May 2022Page 43 of 160
IME C/VI7 81 St.Augus
t?
ri1:,itl
:te
'§"a"‘2"
o§§Phon 904
432
9-
775
4
Surveying,LLC ....s.
ee....
..e
vicom
ww
wrr»_]'.'(!}..,t t:-..;
April 15”‘,2022
Attn:Brian McKee
Subject:Route survey for Levy Road (From A1A to Main street)
This is to confirm your request for route surveying services for the subject project starting at the int
er
se
ction
of
AZLA and Levy Road in the city of Atlantic Beach,heading west along Levy Rd approximately 2,
100
’
tothe
intersection of Main street.we hereby propose the following services:
IIVIE civil &survgying,i.i.c (IIVIE)—surveying 8|Drafting scope of services
lME will provide A route survey services For the above mentioned project area.which will include th
e
followin
g:
i.The right orway li nits ror the proposed project limits above.
Above ground improvements including but not limited to.above ground Lilililies su
ch
aswater
meters/valves,sewer valves,manholes and pipe direction with elevation,power poles.E
tc
.3.stormwater and sewer manholes inverts and pipe sizes.
4.Edge of paveinents and concrete improvements in the right or way.
5 Topography for the project limits within the public right of ways.A minimum ofa sectionFor
every 100’or right or way shall be surveyed to create the project topography.
5.Trees within the project right of way.
7.The Topographic Route survey shall be mapped in AutoCAD.A survey showing t rightofway,
topography,and above ground improvements will be provided at a minimum or a l"20'scaleplan.
Data shall be provided digitally and,(I)signed &sealed black—!ine plotted hard copies o
r
thedata.
8.There is a total of'2,100’within the project lirnits that require a route survey,this nulnbar shallbeused
to quote thejob on a per foot basis.
Price per linear foot ............................................................................................$4/LF
Total Price for Route Survey ol'2,l00 feet .............................................
.
.............$8,
400.
00Paymentsforservicesshallbecheckorcreditcardpaidviaonlineinvoice.Payment shall be due andpayab|eupon
receipt of invoice.In the event of default,it is understood that you are liable for all cost incurred forcollection,
which shall include but not limited to Court costs and/or attorney's fees.
Thank you forthe opportunity to provide these professional survey services.If there are any questio
ns,
pleasedo
not hesitate to contact me.Please sign this copy and return by email.
sincerely.
Brandon shugart,PSIVI,Principal
The above agreement is hereby acknowledged and ll\/IE Civil and surveying,LLC is authorized toproceed
with the above requested work.
Signed:Title:Date:Agenda Item #8.A.09 May 2022Page 44 of 160
Atlantic Beach,Florida
Engineering Department Proposed LeVy Road
Multi-Use Path
w\vw.caab.us
994-247-9874 Agenda Item #8.A.09 May 2022Page 45 of 160
Levy Road lV|ult Use Path
4 Expand existing sidewalk to 3 Feet wide between Ivlayport Rd and lvlaln St
-Project will connect to Donner Rd lvlultluse path currently under construction
7 Resolve rnlrlor drainage Issues
-Provide for pedestrian safety Improvements at Ivlayport Rd and Nlain St
Intersection of Ivlayport Rd a.Levy Rd -Current conditions
Agenda Item #8.A.09 May 2022Page 46 of 160
AGENDA ITEIVI:
TODAY’S DATE:
IVIEETING DATE:
SUBIVIITTED BY:
SUIVIIVIAIIY :
RECOIVIR/IENDATICDN:
BUDGET:
ATTACl-INIENTS :
CITY NIANAGER:
CITY OF ATLANTIC BEACH
CITY C()l\/IIVIISSICIN
STAFF REPORT
Resolution No.22-33 approving the cost for labor a
n
d
mater
ialsnecessarytodemolishandrernoveexistinggroundstorag
e
tankand
yard piping at Watex‘Treatnqent Plant #4 at 2848 l\/Iayport Road
April 23,2022
Ivlay 9,2022
Troy Stephens,Public Utilities Director
The Public Utilities Department held a bid opening Apri
l
20,
2022,for the demo and removal ofexisting ground storage
tankand
tank foundation and all yard piping;and back?lling,and
sod replacement at Water Treatrnent Plant #4.
The only company that placed a bid was ERS Corp.in t
h
e
amount
of $79,000.00.
Water Treatment Plant #4 is over so years old.The supply well
s
that
fill the tank failed,and the tank was in need ofextensive rwork.
The tank is no longer needed or useful for our water syste
m,
sothe
decision to demo the tank was made.
Approve Resolution 22-33 for the labor and 1-naterials forERS
Corp.for the demo at Water Treatment Plant #4 fthetotal
budgeted amount of $79,000.00
Adequate funds are available in the Public Utilities Capit
alExpensesAccountNo.400—S502—533—6300.Project No.P
U
22
05
1.Resolution No.22-33
2.Bid No.2122-05 frorn ERS Corp.
3.Demo Plan
4.Demo Specs
5.Site Photos
i%é.xf%Agenda Item #8.B.09 May 2022Page 47 of 160
RESOLUTION NO.22-33
A RESOLUTION OF THE CITY OF ATLANTIC BEACH,FLORIDA,
APPROVING LABOR AND MATERIALS COSTS TO DEMOLISH
GROUND STORAGE TANK AND PIPING AT WATER TREATMENT
PLANT #4,AUTHORIZING THE CITY MANAGER TO EXECUTE
CONTRACTS AND PURCHASE ORDERS IN ACCORDANCE WITH AND
AS NECESSARY TO EFFECTUATE THE PROVISIONS OF THIS
RESOLUTION;AND PROVIDING AN EFFECTIVE DATE.
WHEREAS,on April 20,2022,staff received a bid from ERS Corp.in the amount of $79,000.00
to provide labor and materials to and equipment necessary to demolish and remove existing ground
storage tank and yard piping at Water Treatment Plant #4 at 2848 Mayport Road;and
WHEREAS,Water Treatment Plant #4 is over 50 years old.The supply wells that fill the tank
failed,and the tank was in need of extensive rehab work.The tank is no longer needed or useful for
our water system,so the decision to demo the tank was made;and
WHEREAS,the city held a bid opening on April 20,2022;and
WHEREAS,ERS Corp was the only company to submit a bid;and
WHEREAS,funds for this work are budgeted in the infrastructure account 400-5502—533—6300
under project number PU2205.
NOW THEREFORE,be it resolved by the City Commission of the City of Atlantic Beach as
follows:
SECTION 1.The City Commission hereby authorizes the City Manager to approve a purchase
order to ERS Corp.in the amount of $79,000.00,and to otherwise execute contracts in accordance with
and as necessary to effectuate the provisionsof this resolution and;
SECTION 2.Funds are allocated in the FY21—22budget for this purpose under the infrastructure
Project PU2205.
SECTION 3.This Resolution shall take effect immediately upon its passage and adoption.
PASSED AND ADOPTED by the City of Atlantic Beach,this 9th day of May,2022.
Ellen Glasser,Mayor
Donna L.Bartle,City ClerkApprovedastoformandcorrectness:Brenna M.Durden,City Attorney Agenda Item #8.B.09 May 2022Page 48 of 160
BID FORM
BID No.2122-05WATERPLANTNC.4 GROUND STORAGE TANK DEMOLITION
_—:Sum Bid Frlce to Include all labor,equipment and materials needed to complete the Fallowlng:
-':>ject consists of furnishing all labclr,materials and equipment necessary to demolish the existing D.-:storage tank and yard piping located at water Plant No.4,2543 ivlayport Road,Jacksonville,asI:ced in detail in section 01010 summary of Work.All work shall be perforrried in accordance wi
th
thei'1 Documents.
e '-’=SUIVI BID:
5 $79,000.00 “
seventy Nine Thousand and zero cents (Dollars)
"TAL INFORIVIA ON:
forp
Teleyrend Ave.
3 .e T es;Address
.onvi?e,FL 32202 President:ta 3.zip code Title
1 1022 j.anderson@ers?.con1
Email Address
t is understood that quantities in the Bidding Schedule for unit price items are approximatea—payment will be made only upon actual quantities of work complete in place,measured en th
eeflnedInthespecifications.If any work under a unit price lterrl is not perfcrrrled or If only ageorthequantityIlstedisused,the Contractor shall not make any claims for not using said
,‘-:-'>g'ner unlt prlces because of the small percentage of quantity used.
anyirig this Eld Is a certlflecl or cashiers check or a bid bond in the amount of 5%itotheownerwhichmaybeforfeitedasliquidateddamagesIF,In the event this proposal isc,the undersigned falls to execute the Agreement and furnish and pay for the required~=ance and payment hands for the owner within 10 days after acceptance of the Bid;othervvlseorcashierscheckorbidbondwillbereturnedtotheundersigned.
BFU—2
Agenda Item #8.B.09 May 2022Page 49 of 160
CHEIVIICAL
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GROUND
STORAGE
TANK WITHR18"FOUNDATION
4'OVERFLOW$4'DRAIN PIPE
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VVATER TREATIVIENT
PLANT No.4 CITY OF
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Agenda Item #8.B.09 May 2022Page 50 of 160
SECTION 01010
SUMMARY OF WORK
PART1 -GENERAL
1.1 —LOCATION OF WORK
A.The project site is at the City of Atlantic Beach “Water Treatment Plant No.4”,
2848 Mayport Road,Jacksonville,Florida.
1.2 -DESCR|PTlON OF WORK
A.The work consists of furnishing all labor,materials and equipment necessary to
demolish the existing ground storage tank and yard piping,including but not
limited to:
1.Demolition,removal and disposal of all materials,
2.Removal and disposal of ground storage tankfoundation,
3.Removal and disposal of above ground piping and underground piping 2”and
larger,valves and valve boxes within the perimeter fence as shown,
4.Removal and disposal of piping and valves as shown,
5.Provision and installation of blind flanges,pipe caps and/or plugs at
building penetrations and perimeter fence,
6.Provision of a blind flange on the valve at the location shown,complete
with necessary thrust restraint on the valve body,
7.Provision of suitable backfillmaterial,including compaction,
8.Provision of all site fine—gradingfor all areas disturbed by the Contractors’
operations,
9.Provision of sodding/seeding as specified.
1.3 -PREVIOUS STUDIES
A.The City ofAtlantic Beach has previously performed a paint chip analysis.The
results are appended to the contract documents.Contractor shall familiarize
themselves with the analysis results and shall take appropriate action(s).
1.4 -CONTRACTOR'S DUTIES
A.Except as speci?cally noted,the Contractor shall provide and pay for the following:
1.Alllabor,materials and equipment.
2.Tools,construction equipment and machinery.
3.Utilities required for construction.
4.Other services and facilities necessary for the proper execution of work completion
including incidental items not detailed or called for,but which are required for the
5.All legally required sales,consumer and use taxes.6.Allapplicable permits,government fees and licenses.1.5 -CONTRACTOR SHALLALSO BE REQUIRED TO PERFORM THE FOLLOWINGA.Comply with all codes,ordinances,rules,regulations,orders and otherlegalrequirementsofpublicauthoritieswhichbearontheperformanceofworkandthedemolitionofthegroundstoragetank.01010 —Page 1 of 2 rev3/29/21 Agenda Item #8.B.09 May 2022Page 51 of 160
B.Promptly submit written notice to the Engineer of observed variances of
Contract Documents from legal requirements;itis not the Contractors
responsibility to make certain drawings and specifications comply with
codes and regulations.
C.Enforce strict discipline and good order among employees.Do not
employ unfit persons or those not skilled in assigned tasks.
1.6 -WORK SEQUENCE
A.Coordinate with Owner.Note that itis anticipated that some work noted on the Plans
willbe completed prior to ground storage tank demolition.Contractor shall verify with
Owner that this work has been completed prior to commencing tank demolition.
B.Contractor’s construction schedule willbe subject to approval by the Engineer
and updated on a bi-weekly basis.
C.Notify Engineer and Owner 96 hours (minimum)in advance of removing any facility
from service,permanently or temporarily.Removal from service of any facility shall
be preapproved by Owner.
1.7 -CONTRACTORS USE OF PREMISES
A.Do not unreasonably encumber sites with materials or equipment.
B.Assume full responsibility for protection and safekeeping of products stored on
premises.
C.Move any stored products interfering with operation of Owner.
PART 2 -PRODUCTS (NOT APPLICABLE)
PART 3 -EXECUTION (NOT APPLICABLE)
END OF SECTION
01010 —Page 2 of 2 rev3/29/21 Agenda Item #8.B.09 May 2022Page 52 of 160
SECTION 02250 GROUND
STORAGE TANK DEMOL|TlON
PART1 -GENERAL
1.1 -DESCRlPTlON
A.
E.
The ground storage tank is located at the City of Atlantic Beach “Water
Treatment Plant No.4”.
The work includes demolition and disposal of structural concrete,concrete
valve vaults,foundations,structural steel,metals,attachments,appurtenances
and piping.
The limits of work are shown on the project plans.
Contractor shall cut off and remove underground piping to the limits shown on
the plans.Provide suitable mechanical joint cap(s)and/or plug(s)as required at
building penetrations.
Contractor shall remove electrical wiring and conduit to the limits shown on
the plans.
1.2 -RELATED WORK
A.Section 02936—Grassing,Seeding and Sodding
1.3 —SUBMlTTALS
A.Demolition and Removal Plan:Not less than ten days prior to starting
demolition Work,submit plan for review and approval of demolition and
removal Work,including:
1.Equipment proposed for use in demolition operations
2.Demolition sequence
3.Detailed schedule of Work.
PART 2 -PRODUCTS
1.Not Used
PART 3 -EXECUTION
3.1 -PROTECTION OF SURROUNDING AREAS AND FAClLlTlES
A.Perform demolition and removal Work in manner that prevents damage and
injury to property,structures,occupants,the public,and facilities.Do not
interfere with use of,and free and safe access to and from,structures and
properties.
In areas where flame cutting willbe used,special attention shall be given to fire
protection.Allareas shall be dust free before ?ame cutting willbe permitted.Dry
Repair damage to facilities that are to remain.Any damage to such shallbecorrectedtotheOWNER’S satisfaction at the CONTRACTOR’Sexpense.02250 -—Page 1 of 2 3/22/21 Agenda Item #8.B.09 May 2022Page 53 of 160
3.2 -DEMOLITION
A.The Contractor shall make his own inspection and assessment of the condition
of the tank and yard piping prior to demolition as well as carry out any sampling
or testing as necessary.
The Contractor shall prepare a demolition plan that details all procedures for
demolition of the ground storage tank.The demolition plan shall confirm that the
tank has been structurally assessed and that the demolition plan and sequence of
demolition willnot result in a premature tank structural failure.Plan shall consider
the potential for reduced structural integrity as the structure is dismantled and
susceptibility of partially dismantled but still standing components from wind
effects.Plan should provide the most expeditious dismantling of the structure
safely and to minimize the duration of time partially standing structures remain.
Methods of disassembly shall be submitted to the Engineer prior to the start of
the Work.No explosives will be allowed.Cut sections should be lowered to the
ground using a controlled or restrained method to prevent danger to traf?c,
persons,or property.
Contractor shall take all precautions during demolition and removal of the tank
from the site to minimize chipping or ?aking of the paint and deposit of paint
particles on Owner’s property or adjacent property.
The tank foundation is to be removed completely.Provide suitable backfill
material as required.Provide soil stabilization as required to prevent
undermining of adjacent foundations that are not being removed.
Alltank valve vaults,including those for the tank overflow,shall be
removed completely.Provide suitable backfill material as required.
3.3 -RESTORATION
A.
B.
C.
At the completion of the demolition work,all areas of the site which have
been disturbed by Contractor's operations shall be cleaned of all debris and
rubbish.
All back?lling required by the demolition shall conform to the
following requirements:
1.Material shall classify as SW or SC,or similar material.Allfillmaterial shall
be free of organics and/or deleterious material.
All areas affected by the demolition work shall be solid seeded as specified
in Section 02936.
END OF SECTION
02250 —Page 2 of 2 3/22/21 Agenda Item #8.B.09 May 2022Page 54 of 160
1.01
SECTION 02610 PIPE
AND FITTINGS
General
A Description of Work:Work under this section consists of furnishing all materials,
supplies,equipment,and labor in accordance with the requirements set forth herein
and as shown on the drawings for furnishing and installing water mains and
appurtenances.
.Applicable Codes,Standards and Specifications:The work under this Contract shall
be in strict accordance with the following latest codes and standards.
1.Local,county and municipal codes.
2.American Society for Testing and Materials (ASTM).
3.American National Standards Institute (ANSI).
4.American Water Works Association (AWWA).
5.American Association of State Highway and Transportation Officials (AASHTO).
6.Florida Department of Transportation (FDOT).
7.Federal Specifications and Standards.
8.National Sanitation Foundation (NSF).
9.United States Department of Commerce Commercial Standards (CS).
10.Alllocal government rules and regulations.
.Submittals
1.Manufacturer’s Data:Prior to delivery,submit manufacturer’s descriptive
literature,catalog cut sheets,technical data,and any other necessary information
to show the proposed products conform with the Contract Documents.
2.Certifications:The Contractor shall submit a certification from the pipe
manufacturer that the pipe and fittings supplied have been inspected at the plant;
all lined pipe shall be certified to be holiday free by manufacturer’s independent
testing laboratory;and meet all requirements of these specifications.Provide
certi?cation that PVC pipe bears NSF seal of approval for potable water pipe.
.Materials and Equipment:Unless othenlvise speci?ed or shown on the drawings,
materials and equipment shall be the standard product of a manufacturer and shall
comply with the Contract Documents and applicable standards for such materials or
equipment.
02610-Page 1 ofll Agenda Item #8.B.09 May 2022Page 55 of 160
Contractor shall notify the Owner when the manufacturer’s instructions conflict with
these specifications.
F.Site Maintenance:The Contractor shall take the necessary steps to prevent
objectionable blowing or drifting of dust,sand,or other debris where the construction
occurs in residential,commercial,or other developed areas.
G.Storage of Materials and Equipment:The Contractor shall provide space for storage
of materials and equipment.Pipe strung along roads and right-of-ways shall be
placed in a manner that willnot endanger or restrict pedestrian or vehicular traffic.
H.Open Trench:The amount of open trench shall be limited so that no more than one
hundred feet (100’)of open trench in advance of the backfilling operation willremain
at the end of the working day.All open trench shall be protected by the Contractor
with barriers,warning devices,and traffic control devices,which shall be kept in the
correct position,properly directed,and clearly visible at all times.The barrier,
warning,and traffic control devices shall be suitably lighted at all times that vehicular
traf?c lights are required.
1.02 Products
A Pipe and Fittings
1.Color Code Requirements
a Reclaimed water piping shall be color coded in accordance with 62-
610.469(7)(f)FAC.
b.Potable water piping shall be color coded in accordance with 62-
555.320(21)(b)3 FAC.
C.For all other usage color shall be Pantone PMS 3415 (green).Buried ductile
iron pipe in wastewater usage shall be painted with a PMS 3415 stripe along
the top of the pipe parallel to the horizontal centerline of the pipe.
2.Ductile Iron Pipe and Fittings for potable and reclaimed water distribution.
a Ductile iron pipe shall conform to the requirements of ANSI A21.50/AWWA
C150 and ANSI/AWWA C151/A21.51 unless otherwise noted on the plans.
Push-on and restrained joint pipe shall have a minimum rated working
pressure of one hundred fifty (150)psi.All buried pipe,four inches to twelve
inches (4”-12”)shall be Pressure Class 350.Glands for mechanical joints
b.Joints1.Mechanical:ANSI/AWWA C111/A21.11.02610-Page 2 of 11 Agenda Item #8.B.09 May 2022Page 56 of 160
2.Flanged:ANSI/AWWA C110/A21.10 and ANSI B16.1,125 lb.
3.Restrained:Acceptable:Loc-Ring restrained joint by American Ductile
Iron Pipe Co.,TR FLEX by U.S.Pipe and Foundry Co.,Superlock,Clow
Corporation;Megalug.
4.For buried pipe,use mechanical joint.Use restrained joints at all locations
where unbalanced reactions occur.Do not use thrust blocks unless
speci?cally permitted by the Owner.
(1 Exterior Coating
1.Buried Pipe:Buried pipe shall have standard manufacturer’s bituminous
coating.
d.Interior Lining
1.ANSI A 21.4/AWWA C104,cement mortar lining for ductile—ironpipe and
fittings for water.
e.Fittings:ANSI 21.10/AWWA C110.Minimum pressure rating equal to that of
the pipe specified.Lining and coating as hereinbefore specified for ductile
iron pipe.Fittings shall be ductile iron.Fittings twelve inches (12”)and
smaller shall have a two hundred fifty (250)psi minimum working pressure.
Cast iron fittings willnot be permitted.End conditions:
1.Mechanical Joints:ANSl21.10/AWWA C110,Table 10.1.Allfittings shall
be standard weight.Compact fittings (AWWA C153)willbe permitted.
1‘.Fasteners:Provide studs,bolts,nuts and washers in quantities required to
fully assemble all piping and accessories.
g.Polyethylene encasement shall conform to the requirements of ANSI/AWWA
C105/A21.5-82,where required.
.Polyvinyl Chloride Pipe (PVC)and Fittings for Potable and Reclaimed Water
Distribution Applications:
at Pipe four inches (4”)or larger in diameter shall conform to the requirements
as set forth in AWWA C900 with dimension ratio DR 18 and shall bear the
NSF seal for potable water pipe.Clean,reworked material generated from
the manufacturer’s own pipe production may be used.Pipe shall have cast
02610—Page 3 of 11 Agenda Item #8.B.09 May 2022Page 57 of 160
Pipe smaller than four inches (4”)in diameter shall conform to Commercial
Standard CS 256 and ASTM D-2241 and bear the NSF seal for potable water
use.
1.Slip Joint PVC Pipe and Fittings:The pipe shall conform with the
requirements of ASTM D—1785for IPS rigid polyvinyl chloride (PVC)
plastic pipe,Series 200,SDR 21,with iron pipe outside diameters.
Joints:Manufacturer’s standard bell with rubber sealing ring.
Fittings:Same as specified for ductile iron pipe.
Joint Restraint:At all points of unbalanced reaction,provide restrained joint
system suitable for AWWA C900 PVC Pipe.Acceptable:NAPPCO Uni-
Flange Series 900,1300 and 1350 as applicable.Concrete thrust blocks will
only be approved for special conditions.
Nonmetallic Pipe Locating and Marking Tape:Plastic coated,magnetic,
highly visi_bletape with minimum width of two inches (2”).Tape shall be
imprinted to indicate “Buried Potable Water Line Below”or “Buried Reclaimed
Water Line Below"as appropriate,and submit sample for approval.
Provide copper wire continuous on all PVC piping.Wire shall be brought up
to top of valve box for access.Provide valve boxes,as required,at intervals
not exceeding five hundred feet (500’).
4.Service Pipe:
{:1 Wall thickness:schedule 40
b.The material used in the manufacture of the pipe shall be domestically
produced rigid polyvinyl chloride (PVC)compound,Type I Grade l,with a Cell
Classification of 12454 as defined in ASTM D1784,trade name designation
H707 PVC.This compound shall be white or gray in color as specified,and
shall be approved by NSF international for use with potable water (NSF Std
61).
Allbe|led—end pipe shall have tapered sockets to create an interference-type
fit,which meet or exceed the dimensional requirements and the minimum
socket length for pressure—type sockets as defined in ASTM D2672.AllPVC
Schedule 40 pipe must also meet the requirements of NSF Standard 14 and
CSA Standard B137.3 rigid PVC pipe for pressure applications,and shall
Product marking shall meet the requirements of ASTM D1785 and ASTMD2665asapplicableandshallinclude:the manufacturer’s name (or themanufacturer’s trademark when privately labeled);the nominal02610-Page 4 of 11 Agenda Item #8.B.09 May 2022Page 58 of 160
pipe size;the material designation code;the pipe schedule and pressure
rating in psi for water @ 73°F;the ASTM designation D1785;the ASTM
designation D2665 (when dual marked);the independent laboratory’s seal of
approval for potable water usage;and the date and time of manufacture.
5.Miscellaneous Pipe,Fittings,and Accessories.
a.
1.03 Execution
Threaded Pipe Nipples:Short lengths unless othen/vise required.Close
lengths shall not be used except with special permission of the Owner.Nipple
stock shall be of same material used in connecting pipe and shall conform
with material specifications.
D.|.P.Couplings:Couplings shall be full-circle,Rockwell,Dresser.Unless
othen/vise indicated,couplings two inches (2”)and smaller shall be malleable
iron and couplings over two inches (2”)shall be castiron.
Service Saddles:Body and strap to be constructed of 85-5-5-5 brass alloy
per ASTM B-62 AND AWWA C800.Threads shall be AWWA (tapered).
Hinge pin shall be silicon bronze joining body and strap.Gasket shall be
BUNA-N rubber per ASTM D2000,80M5,BG506,“O”Ring design.Bolt shall
be five-sixteenths inch (5/16”)slotted hex head silicon bronze screw,Saddle
shall be Ford Style S90 or equal.
PVC Adaptors and Flexible Couplings:Prefabricated polyvinyl joint sealer
adapters and couplers as manufactured by Fernco or equal,with stainless
steel bands and adjusting screws.
A Schedule:Unless indicated or specified othenNise,use PVC pipe for water mains.
B.Excavation:The Contractor shall perform all excavation,where required,of every
description and of whatever substances encountered to the depths indicated on the
drawings or as necessary.This shall include all necessary clearing and grubbing of
any foreign substance encountered within the trench area.Excavated material
suitable for back?ll shall be piled in an orderly manner at a sufficient distance from
the trench to prevent slides or cave—ins.All applicable provisions of Section 02200,
Earthwork,shall be followed.
1.Protection of Existing Facilities and Utilities:All existing improvements such as
pavements,conduit,poles,pipes and other structures,shall be carefully
supported and fully protected from injury and,in case of damage,they shall be
locations and depths is not guaranteed.The Contractor shall contact the utilitypriortoconstructionandarrangeforthenecessaryassistanceinlocatingandprotectingtheexistingutilities.The02610-Page 5 of 11 Agenda Item #8.B.09 May 2022Page 59 of 160
Contractor shall be responsible for damages to these existing utilities and shall,
in case they are damaged,restore them to their original condition.
2.Trench Excavation:The minimum width of the trench shall be equal to the
outside diameter of the pipe at the joint plus eight inches (8”)each side of pipe
for unsheeted or sheeted trench,with the maximum width of trench,measured at
the top of the pipe,not to exceed the outside pipe diameter,plus twenty-four
inches (24”),unless othenNise shown on the drawings.Trench walls shall be
maintained vertical from the bottom of the trench to a line measured at the top of
the pipe.From the top of the pipe to the surface the trench walls shall be as
vertical as possible under soil conditions.
No more than one hundred (100)linear feet of trench shall be open in advance of
the completed pipe laying operation without prior approval of the Owner.Pipe
trenches across roadways and driveways shall be back?lled as soon as pipe is
installed.Where,in the opinion of the Owner,adequate detour facilities are not
available,no trench shall be left open across a roadway or commercial property
or driveway for a period in excess of thirty (30)minutes,or as directed by the
governing authority.No trench shall be left open across any roadway or
driveway for more than twenty-four (24)hours.
3.Shoring,Sheeting and Bracing:The Contractor shall do all shoring,sheeting,and
bracing or provide other approved facilities required to perform and protect the
excavation and as necessary for the safety of the public,the employees,and the
preservation of existing roads,structures,and other utilities.The top of such
sheeting left in place shall be cut off at a minimum elevation of two and one-half
feet (2.5’)below finished grade.
4.Pavement Removal:The Contractor shall remove pavement as part of the trench
excavation.The material from permanent pavement removal shall be carefully
separated from trench excavation material and disposed of by the Contractor as
approved by the Owner.
5.Boulder Removal:All rocks,stones,boulders,or concrete having any dimension
larger than permitted to be used for backfill in the paragraph entitled “Backfi|ling”
of the speci?cations,shall be removed from the site and disposed of by the
Contractor.
6.Disposal of Excess Materials:The Contractor shall dispose of the excavated
materials not required or suitable for backfill.Allsurplus excavated material which
is suitable for fillshall become property of the Contractor,and shall be disposed
of at the Contractor’s expense.
conditions are encountered,the excavation shall be increased as directed bytheOwner.The bottom of the excavation shall be brought up to the properexcavationelevationutilizingsuitableandproperlycompactedbackfillmaterial.C.Installation of Water Mains1.Unless othenNise noted on the drawings or in other sections of this specification,the pipe shall be handled and installed in strict accordance with the02610-Page 6 of 11 Agenda Item #8.B.09 May 2022Page 60 of 160
manufacturer’s instructions and with the applicable AWWA or ASTM Standards.
if a con?ict exists between the manufacturer’s instructions and the AWWA or
ASTM Standards,the manufacturer’s instructions shall govern.
a Ductile Iron Pipe:AWWA C-600
b.Polyvinyl Chloride Pipe:ASCE Manual No.37,ASTM D2774.
2.The Contractor shall use every precaution during construction to protect the pipe
against the entry of non—potab|e water,dirt,wood,small animals,and any other
foreign material that would hinder the operation of the pipeline.Where the
groundwater elevation is above the bottom of the trench,the Contractor shall
provide suitable dewatering equipment.All piping shall be placed in a dry trench
unless wet trench installation is approved by the Owner.
a Depth of Cover:Unless othenNise shown on the drawings,or othen/vise
authorized by the Owner,the pipe shall have a minimum cover of thirty-six
inches (36”).
b.Connections to Existing Mains:The Contractor shall make connections to
existing mains as shown on the drawings.Connections shall be made only
after flushing and disinfection of water mains has been completed and
arrangements have been completed by the Contractor with the owner of the
system and shall be under the system owner’s immediate supervision.
D.Backfilling
1.Material:Shall be excavated material,essentially free of organic material,
asphaltic concrete,clay,concrete,boulders,and other deleterious material.
a.Bedding and Pipe Embedment:The material in the bedding,around the pipe
and to a depth of one foot (1’)over the pipe shall be sand or a mixture of
sand,shell,or crushed rock properly graded and mixed so that fine grain
material from the side walls of the trench or backfillabove the embedment will
not migrate into the backfill material.The backfill shall meet the following
limitations:
02610-Page 7 of 11 Agenda Item #8.B.09 May 2022Page 61 of 160
.Ductile Pipe:All material shall pass through a three-fourths inch (3/4”)
square opening laboratory sieve.
Plastic Pipe:All material shall pass through a one-half inch (“/2”)inch
square opening laboratory sieve for water mains and force mains.All
material shall pass through a three-fourths inch (3/a”)square opening
laboratory sieve for gravity sewers.
b.Above Pipe Embedment:The material shall be sand or a mixture of sandy
material and rock,stone,and shell.Rock,stone,and shell shall pass through
a three and one-half inch (3 1/2”)ring.
(1 Additional Fill:If sufficient suitable backfill material is not available from the
excavation,additional fill meeting the above requirements shall be provided
by the Contractor.
2.Placing and Compaction
a Water Distribution Mains
1.Under Pavement:Where the excavation is made through existing or
proposed pavements,including shoulders,curbs,driveways or sidewalks,
or where such structures are penetrated by well points,the entire back?ll
to the subgrade of the pavement or structures shall be made with
predominantly sandy material free from rock,stones,or organic matter,
except that rocks passing a three and one-half inch (3 1/2”)ring will be
permitted in the backfill between the elevation one foot (1’)above the top
of the pipe and the bottom of the pavement subgrade.
The entire backfill material,including the material placed around one foot
(1’)above the pipe,shall be compacted to a density of not less than
ninety—eight percent (98%)of the maximum density,as determined by
Modi?ed Proctor (AASHTO T 180).Particular care shall be taken to
ensure that the backfill at the haunch is free from voids and is properly
compacted.Compaction by flooding or puddling will be permitted only by
written authorization from the Owner.
Roads,walks,and driveways consisting of broken stone,gravel,marl,
shell,shellrock,or a conglomerate of such materials are not considered
as being permanent pavement.
In Areas Not Under Permanent Pavement:Within right-of—waysor other
marl,shell,shellrock,or conglomerate,the entire backfill to the subgradeofthepavementorstructuresshallbemadewithpredominantlysandymaterialfreefromrock,stones,02610-Page 8 of 11 Agenda Item #8.B.09 May 2022Page 62 of 160
or organic matter,except that rocks having a dimension of six inches (6”)
will be permitted in the backfill between the elevation one foot (1’)above
the top of the pipe and one foot (1')below the surface.Particular care
shall be taken to ensure that the backfill at the haunch is free from voids
and is properly compacted.The bedding and embedment shall be
compacted to a density of not less than ninety-five percent (95%)of
maximum as determined by Modi?ed Proctor (AASHTO T 180).The
backfillmaterial above one foot (1’)over the pipe shall be compacted to a
density of no less that ninety-eight percent (98%)of the maximum
density,as determined by Modi?ed Proctor (AASHTO T 180).Compaction
by flooding or puddling willbe permitted only by written authorization from
the Owner.
3.Miscellaneous:Backfilling around meter boxes,valve boxes,and other
structures shall be accomplished in the same manner as the connected
pipe.Extreme care shall be used in back?lling and well point holes should
be plugged with a concrete slurry,such plugging to be at the expense of
the Contractor.
4.Compaction Tests:The Owner may at any time instruct the Contractor to
partially excavate a previously backfilled trench or temporarily backfilling
of a short section of the trench for the purpose of obtaining
measurements of the density of the back?ll.The testing willbe paid for by
the Contractor.The cost of the partial excavation and restoration of the
backfillwill be paid by the Contractor.Density tests shall be taken along
the pipe.Maximum distance between tests shall be two hundred feet
(200’).
E.Culvert Removal and Replacement:Culverts,catch basins,and other drainage
structures that are removed or damaged during construction shall be replaced with
materials and structures equal and similar to those removed or damaged,unless
indicated othen/vise.Manhole covers and gratings shall be set at the original
elevations unless othenNise directed.
The Contractor shall take precautions against the entry of excavated and other loose
material resulting from operations from entering catch basins,culverts,and other
drainage structures in the vicinity of the operations.Contractor shall maintain the
cleanliness of these drainage structures in a condition equal to that prior to the
commencement of operations during the construction.The Contractor shall be
responsible for all damage to persons,roads,buildings,vehicles,and other property
resulting from the failure of the Contractor to maintain these drainage structures.The
cost of removal and replacement of any culverts shall be borne by the Contractor.
trees,shrubbery,fences,other property and surface structures not aspayitemshavebeendamaged,removed,or disturbed by02610-Page 9 of 11 Agenda Item #8.B.09 May 2022Page 63 of 160
the Contractor whether deliberately or through failure to carry out the requirements of
the Contract Documents,state laws,municipal ordinance or the speci?c direction of
the Owner,or through failure to employ usual and reasonable safeguards,such
property and surface structures shall be replaced or repaired at the expense of the
Contractor to a condition equal to that before work began within a time frame
approved by the Owner.
Protection:At the end of each workday the mains under construction shall be
plugged to prevent the entry of small animals or rodents.Temporary plugs shall be
provided for this purpose.
H.Testing of Water Mains
1.Leakage Test:Leakage and pressure tests shall be conducted in the presence of
the Owner.The Owner will provide a suitable pressure gauge for the test.The
Contractor will provide all other necessary apparatus including a pump,flow,
measuring device,piping connections,and fittings and the necessary labor to
conduct the tests.The pressure test shall be of two (2)hours duration.During the
pressure test,the pipe being tested shall be maintained at a pressure of not less
than one hundred fifty (150)psi for two (2)hours.During the leakage test,the
piping being tested shall be maintained at operating pressure.Leakage is defined
as the quantity of water added to the pipe being tested during the test period.No
pipe installation willbe accepted ifthe leakage exceeds the quantities specified in
AWWA C-600,Section 4.2.Visible leakage shall be corrected regardless of total
leakage.The Contractor shall submit to the Owner the testing pattern proposed
to be followed prior to testing for the Owner’s approval.
Flushing of Completed Pipelines:Following the leakage test,each section of
completed pipeline shall be as thoroughly flushed as possible.A minimum flow
shall be used for flushing that willensure a velocity in the pipe of two and one-
half feet (2.5’)per second.Water required for testing and flushing shall be
furnished by the Contractor.The water shall be from a potable water source
satisfactory to the Owner.
Disinfection of Complete Water Main Pipeline:Following flushing,the Contractor
shall disinfect all potable water distribution mains and service lines in accordance
with AWWA C601 as follows:
Water shall be fed slowly into the system applying sufficient chlorine to produce a
dosage in excess of fifty (50)ppm at the farthest point in the system from the
point of application.The chlorine solution then shall be retained in the line for a
period of twenty-four (24)hours.At the end of this time if a minimum chlorine
residual of five (5)ppm is not obtained,the procedure shall be repeated.During
shall be ?ushed from the system at its extremities until excessive chlorine takenbytheContractor02610-Page 10 ofll Agenda Item #8.B.09 May 2022Page 64 of 160
at each sample point as shown on the drawings and as directed by the Owner
and submitted to the nearest approved bacteriological tests shall be submitted to
the Owner for approval.Disinfection shall not be considered satisfactory until
laboratory reports are satisfactory to the Department of Health and Rehabilitative
Services.New water mains shall not be placed in service until laboratory results
and “As-Built”drawings are approved by the Department of Health and
Rehabilitative Services.
4.Water for Disinfection,Testing and Flushing:Water required for disinfection,
testing,and flushing shall be furnished by the Contractor.The water shall be
from a potable water source satisfactory to the Owner.The cost of the water shall
be included in the unit cost of the pipe and no separate payment willbe made for
this item.
I.Cleanup:The Contractor shall maintain the site of the work in a neat condition.The
Contractor shall remove all excess materials,excess excavated materials,and all
debris resulting from the operations within a time frame approved by the Owner.
END OF SECTION
02610—Page 11 ofll Agenda Item #8.B.09 May 2022Page 65 of 160
SECTION 02936
GRASSlNG,SEEDING AND SODDING
PART 1-GENERAL
1.1 SCOPE OF WORK
A.The work specified in this section consists of establishing a stand of grass within the
areas called for and maintaining such areas untilcompletion and final acceptance of the
project.The methods specified herein are grassing by seeding and grassing by sodding.
1.2 PREPARATION OF GROUND
A.Final grading and cleaning shall be completed prior to the preparation of ground for
grassing.The areas to be grassed shall be scarified or loosened to a depth of at Ieastsix
(6)inches.Allareas shall be smooth and free of large clods,roots and other materials
which may interfere with the work or future mowing and maintenance operation.No
subsequent operations shall be commenced untilthe Engineer or Owner has approved
the condition of prepared areas.
B.All areas either noted on the plans or with slopes steeper than 5:1 horizontal to vertical
ratio shall be sodded.
PART 2 -PRODUCTS
2.1 FERT|LlZER
A.Commercial fertilizer shall be spread uniformly over the area to be grassed by machine
spreading at the rate of 20 pounds per 1,000 square feet.Immediately after the fertilizer is
spread,it shall be raked and thoroughly mixed with the soil to a depth of approximately
two inches.The fertilizer shall be designated 8-8-8 which has a chemical analysis as
follows:
1.Total nitrogen not less than 8%
2.Available phosphoric acid not less than 8%
3.Water~soluble potash not less than 8%
B.Allfertilizer shall comply with state laws and regulations and shall be fully labeled atthe
time of delivery to the job site.
2.2 SEED MIXTURE
1.Unless other types of seed are called for,seed shall be a mixture of 20 parts ofhulledBermudaseedand80partsArgentinaBahiaseedthoroughlydrymixedimmediatelybeforesowing.Seed which has become wet or moldy shall not beused.The Bahia seed shall be scarified seed,having a minimum activegerminationof40percentandatotalgerminationof85percent.During the period,October 15 to February 15,rye grass seed shall be added and thoroughly dry02936-Page 1 of4 Agenda Item #8.B.09 May 2022Page 66 of 160
mixed with the regular mixture at the rate of 20 pounds rye seed per 100 pounds
of regular seed mixture.
B.Certi?cation of Seed
1.Ailseed shall meet the requirements of the State Department of Agriculture and
Consumer Services and all applicable state and local laws.The Contractor shall
submit to the Engineer a certification tag for each type of seed used prior to
sowing of seed.The certification tag shall have the following information:
a.Grass Type and Variety
b.Percent of Inert Matter
c.Germination Percentage
d.Percent of Weed Seed
2.3 SOD
A.Unless a particular type of sod is called for,sod may be either centipede or St.Augustine
grass,at the Contractor’s option except in FDOT right-of-way where Bermuda sod shall
be used.It shall be well matted with roots.Where sodding willadjoin,or be in sufficiently
close proximity to private lawns other types of sod may be used if desired by the affected
property owners and approved by the Engineer.
A.The sod shall be taken up in commercia|—size rectangles,preferably 12-inch by24-
inch or larger,except where 6-inch strip sodding is called for.The sod shall be
suf?ciently thick to secure a dense stand of live grass.The sod shall be live,fresh,
and uninjured,at the time of planting.It shall have a soil mat of suf?cient thickness
adhering firmly to the roots to withstand all necessary handling.It shall be
reasonably free of weeds and other grasses.It shall be planted as soon as
possible after being dug and shall be shaded and kept moist from the time it is dug
until it is planted.The sources of the sod may be inspected and approved by the
engineer prior to being cut for use inthe work.After approval,the area from which
the sod is to be harvested shall be closely mowed and raked as necessary to
remove excessive top growth and debris.
B.Approved devices,such as sod cutters,shall be used for cutting the sod and due
care shall be exercised to retain the native root soil intact.
PART 3 -EXECUTION
3.1 GRASSING BYSEEDING
placed inthe areas to be grassed and maintained to assure a healthy stand of grass.1.Placement of Seeda.Seeding shall be done immediately after fertilizing,while the soil is stilllooseandmoist.The seed shall be scattered uniformly over the area to begrassedbyamechanicalhandspreaderorotherapprovedtypeof02936-Page 2 of 4 Agenda Item #8.B.09 May 2022Page 67 of 160
spreader.The rate of spreading shall be 5 pounds per 1,000 square feet
unless otherwise designated.
2.Mulch
a.Immediately after completion ofseeding,dry mulch shall be uniformly
applied over the seeded area approximately two (2)inches,loose
thickness.The mulch shall then be cut uniformly into the soil so as to
produce a loose muiched thickness of three (3)to four (4)inches and rolled
with a cultipacker,traffic roller or other suitable equipment.The mulch shall
consist of oat,rye or wheat straw or of pangola,peanut,coastal Bermuda
or Bahia grass hay.Other types of mulch may be used only when
approved by the Engineer.After seeding and mulching is completed,the
entire area shall be watered so as to provide optimum growth conditions
for establishment of the grass.
3.2 GRASSING BY SODDING
A.When called for in the plans and special conditions,grass sod shall be furnished and
placed in the areas to be grassed and shall be maintained to assure a healthy stand of
grass.
1.Placement of Sod
a.Sod shall be incorporated into the project at the earliest practical time in
the life of the contract.No sod which has been cut for more than 72 hours
shall be used unless specifically authorized by the Engineer after his
careful inspection thereof.Any sod which is not planted within 24 hours
after cutting shall be stacked in an approved manner and maintained
properly moistened.
i.Sodding shall not be performed when weather and soil conditions
are,in the Engineer’s opinion,unsuitable for proper results.
ii.The sod shall be placed on the prepared surface,with edges in
close contact,and shall be firmly and smoothly embedded by light
tamping with appropriate tools or rolled with approved rollers.
iii.Where sodding is used in drainage ditches,the setting of the pieces
shall be staggered,such as to avoid a continuous seam along the
line of ?ow.Along the edges of such staggered areas the offsets of
individual strips shall not exceed six (6)inches.in order to prevent
erosion caused by vertical edges at the outer limits,the outer
pieces shall be tamped so as to produce a featheredge effect.
Engineer may direct that the sod be pegged,with pegs driventhroughthesodblocksintofirmearth,at suitable intervals.Anypiecesofsodwhich,after placing,show an appearance of extremedrynessshallberemovedfromthework.2.Certification of Sodding Materials02936-Page 3 of 4 Agenda Item #8.B.09 May 2022Page 68 of 160
a.The Contractor shall comply with all current restrictions in regard to
movement of sod,into or within areas which are outside of QUARANTINE
BOUNDARIES for the white fringed beetle and the imported ?re ant,as
issued by the Division of Plant Industry,Florida Department of Agriculture
and the Animal and Plant Health Inspection Service,United States
Department of Agriculture.Prior to placement of sod,the Contractor shall
submit to the Engineer a certi?cation tag from each type of sod used
stating the type and variety of sod and the date of cutting.
3.3 WATERING OF GRASSED AREAS
A.The grassed areas shall be watered for the duration of the contract so as to provide
optimum growth conditions for the establishment of the grass.In no case,however,shall
the period of maintaining such moisture be less than two weeks after planting.The water
used may be obtained from any approved spring,pond,lake,stream or municipal water
system.The water shall be free of excess and harmful chemicals,acids,alkalies,or any
substance which might be harmful to plant growth or obnoxious to traf?c.Salt water
SHALL NOT be used.The Contractor shall make all arrangements for obtaining and
transporting water to the job site.
3.4 MAINTENANCE OF GRASSED AREAS
A.The Contractor shall,at his expense,maintain the planted areas in a satisfactory
condition untilfinal acceptance of the project.Such maintenance shall include the ?lling,
leveling,and repairing of any washed or eroded areas,as may be necessary.The
Engineer,at any time,may require replanting of any areas in which the establishment of
the grass stand does not appear to be developing satisfactorily.Ifa planted area must be
replanted due to the Contractor‘s negligence,carelessness,or failure to provide routine
maintenance of such area,such replacement shall be at the Contractor's expense.lf
replanting is necessary due to the factors determined to be beyond the control of the
Contractor,payment for the replacement willbe made under the appropriate contract pay
items.
ENDOF SECTION
02936 -Page 4 of 4 Agenda Item #8.B.09 May 2022Page 69 of 160
City of Atlantic Beach
Water Treatment Plant No.4
Chernlcal Feed Room from Northwest
Page 1
Agenda Item #8.B.09 May 2022Page 70 of 160
City of Atlantic Beach
Vvater Treatrnent Plant No.4
ells onEs Side of P m oorn fro e No
Page 2
Agenda Item #8.B.09 May 2022Page 71 of 160
City of Atlantic Beach
Water Treatment Plant No.4
s on East Side of Pump Room from the South
\I\rrP Na.4 Ground storage Tank
Page 3
Agenda Item #8.B.09 May 2022Page 72 of 160
City of Atlantic Beach
Water Treatment Plant No.4
Yard Plping
'
Page 4
Agenda Item #8.B.09 May 2022Page 73 of 160
City of Atlantic Beach
Water Treatment Plant No.4
Yard Piping Adjacent to East 5 de of Ground Storage Tank
Page 5
Agenda Item #8.B.09 May 2022Page 74 of 160
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2345 Maypon Rd,‘..)a k me,FL32253:
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N<u..J(]Auaqs NNsherryDr Agenda Item #8.B.09 May 2022Page 75 of 160
$1 FL-101
Ja\'ison\w!'le,?cn'da
Agenda Item #8.B.09 May 2022Page 76 of 160
AGENDA ITENI:
TC)I)AY’S DATE:
MEETING DATE:
SUBl\/IITTEI)BY:
SUIVINIARY:
RECOl\/IIVIENDATION:
BUDGET:
ATTACHMENTS :
CITY MANAGER:
CITY OF ATLANTIC BEACH
CITY COIVIIVIISSION
STAFF REPORT
Resolution No.22-34 authorizing the purchase ofthree (3)Peerless Model
High Speed Pumps for upgrades to Water Treatment Plant #1.
April 25,2022
May 9,2022
Troy Stephens,Public Utilities director
The upgrades to Vvater Treatrnent Plant #1 include replacing th
e currentpurnpswithhigherspeedrnotorpun1psbasedonspeci?cations fr
omCollinsEngineering.
The City did not solicit competitive bids,as Torn Evans is the source
vendor for Peerless Pumps.
Commission approve Resolution No.22-34 authorizing t purc
haseofthree(3)Peerless Pumps in the amount of$1 74’744400I
Adequate funds are available in the Public Utilities Fund AccountNo.
400—S502—S33—6300,for Project #PU21 10
1 .Resolution No.22-34
2‘Quote frorn Tom Evans Environrnental
3.Sole source letter
4.Pump Room Picture
S4 VVTI’#1 Site View
_<a”;u,_5;..»1.=,,A
Agenda Item #8.C.09 May 2022Page 77 of 160
RESOLUTION NO.22-34
A RESOLUTION OF THE CITY OF ATLANTIC BEACH,FLORIDA,
AUTHORIZING THE PURCHASE OF THREE (3)HIGH SPEED PUMPS
FROM TOM EVANS ENVIRONMENTAL,FOR $174,744.00;
AUTHORIZING THE CITY MANAGER TO EXECUTE CONTRACTS
AND PURCHASE ORDERS IN ACCORDANCE WITH AND AS
NECESSARY TO EFFECTUATE THE PROVISIONS OF THIS
RESOLUTION;AND PROVIDING AN EFFECTIVE DATE.
WHEREAS,the City is making upgrades to Water Treatment Plant #1;and
WHEREAS,the City must purchase higher speed pumps based on speci?cations of the
upgrade from Collins Engineering;and
WHEREAS,Tom Evans Environmental is the Sole Source Provider;and
WHEREAS,funds are available in the Public Utilities Fund for this purpose in the
infrastructure account 400~5502-533-6300 under project number PU2l 10.
NOW THEREFORE,be it resolved by the City Commission of the City of Atlantic Beach
as follows:
Section 1.The City Commission hereby authorizes the City Manager to approve the
purchase of three (3)Peerless high service pumps from Tom Evans Environmental for
$174,744.00.
Section 2.The City Commission hereby appropriates funds from City’s Public Utilities
Fund for this purpose.
Section 3.The City Commission hereby authorizes the City Manager to execute contracts
and purchase orders in accordance with and as necessary to effectuate the provisions of this
Resolution;
Section 5.This Resolution shall take effect immediately upon its passage and adoption.
PASSED AND ADOPTED by the City of Atlantic Beach,this 9”‘day of May,2022.
Ellen Glasser,Mayor
Donna L.Baitle,City ClerkApprovedastoformandcorrectness:Brenna M.Durden,City Attorney Agenda Item #8.C.09 May 2022Page 78 of 160
s
ENVIRONMENTAL
3200 rugmune Dnve,Suite :02
Lakeland,Florida 33311
(ass)619-J78‘)(F)(353)5194095 (F)
r.e®Komevans.:om
1-o Troy Stephens
cuy of Auannc Beach
992 Assisi Lane
Atlantic Beach.FL 3223:
tst.e|>hens®<oah.us
904-538-4503
s.-uppmc.
METHOD
Included
SALES reason
Torn Evans
pxonucr at
SAE14
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n............................s........a..........................................w...n...0.............x...................................4..................,......,...............Ap<(I1|<nlAy .................i(SD<.......».y.
2...........................w1II1’nn\av...Ewvlmnmlnlal..................................-my .........._W...-........
QUOTE
Quma NO.
DATE
:xn=uu1-non nan:
PROJECT NAME
LOCATION
smppma
1-sans
FOB.Factor)’
DESCRIPTION
...................«...,,
22»042éaTERE\II
April 26,2022
May 26,2.321
Rzulacement H5P‘s
any or Atlanuc Beach
:s1-mu-ran:
LEAD run:
30 Weeks
SAE14 Horizontal Spllt Case Pumps Per attached de(a|Ied scope ov
........y ........
.
........n...
PAYMENT-reams
NetsoDays
TOTAL5174,744.00
(lessapplicilz?es-lesux).............,.......................,...................,»......~...,.........«....9......«..........,»..,.....,...,....¢.9........anyM»............<......-.,.................ax».Ac!.o A-vs lmm .......ry win»my ..................so damn ..........,.....subjezl ...,............/:2.9...........bcfnn .4.........unpnla ....
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.
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.
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..m..........:.........«...........»«y .............,......wrillrvn .7,...m.........came-Mr.5 .=.....under)!-nd .»............».a.....1.....................y.M.....p...........................................................»........whjeu .....v......
1..............................>........,........
THANK You FOR YOUR BUSINESS]
7....5....=...,...............mg...2..........w:y......:op.»n.......y :.u.....u......«...........»u........o«...1;:-an ...u......n.In cnvlwymmvx .............
.-
....
..Agenda Item #8.C.09 May 2022Page 79 of 160
Peerless Expres
s
22.1.0
Scope of Supply
.=.o.ee name Allanllc Beach H§P Guclla Number /.0 1?43B _’c..e.e...e,’Tom Evans em.mm..e;.e;..me.1/Toes./Stages SAE14 ;.
Tag Number ’urn "’'Flow.ratad 1_5ouys§pm '
Cuslumar rel,,PO '’.—;me.ea;.e.3.eee I pressure.159 o n
ralerl
7 __
’'’s,.e;reTee__1750 tom 7’_
Grand Total $174.744.oo _Leee Time Total
neecnpuen
3 SAE14
Scopa er Supply
‘seepe
Pump Typa
Pump Typa:New Furnp
scope of Supply‘CurrIpl3|o Unll (Pump.Molar.Base.Cplg and Grd)
General sump conezrueuon
Materials
Pump Malena Bronze Filled Hnnz Nlclunl
Pump Rotation‘Clockwise (Right Hand)
ceelng:CI Casing Assembly 125m/1251::ANSI Flanges
Gaskelsz Hardware &splil Flange Gasket Var cesmg
In-unener canngureuon:Slandard
nmpener Melerlel;Nvckla Alum.Biz Impallsr with mlegral mngs
Casing Ring Melerle Bronze ces-ng Rings
snen Canligura Ion:slngne Row Oulboard aeanng
snen Malerlal:ow (RH)snarl A 316ss,slngle Haw ounmere Beering
Shall sleeve Meuenel:31$ss Shah sleeves (sen
g Lubrlcallon:Standard Grease Lumlcalea Ball Bearings
searing Prculsclla slngle Row Outboard/Inboard Brgs wnn sna up seals
coaung,Standard Blue Enamel
Sea!a(Paeklng Construction
Seal Opllons
seen Type:Mechanical
see:Melenel:Crane Type 21 Much Seal 225“F Max BF5o1o1cl1 Ceramxc seal (Se!or 2)
see:PIpIng:MscI1an|ca4 see:Flush Piping —um:sm sleel
Meunung Pans
aese A.ceupllng Ollllans
Base:Fabrlcalsd sleel Drip mm Ease
Coupllng Type .5 Size:Fem.Slaelllex sueenand.ID7oT1u
Coupling Guard:ANS|B15.1 Coupllng Guard.Steel
Mme.»Drlver
Motor Type
sue Vallag
Baa
-aeo VOII,:3 phase
rum EVANS ENVIRONMENYAL mo 7 azuo FLIGHTLINE cmlvs suns r/3o2-LAKELAND,FL 3351 1
Agenda Item #8.C.09 May 2022Page 80 of 160
Peerless Express22,1...
_3eacvi.-.-iia
Tesllng a.Carnlinallon
Fvciduct caruncarione
--
oiy Daacvlpnori
2 iviemr Drlver
Meier Type
Nlular Enclosure:rzrc
Nlular Ellimency.NEMA Premium
Motor Phase:Three Phase
5 clal Meier Frame s ze Con?gured Mo|or 75 hp 365T Frame IBDD m=M
-o -
cry Deacripiion ___
Materials
3 Stainless Steel lasleners lor moior.guard.anu pump Purnp dasleners cranes and rappeci inlc ma ease with no sh-ms Any
shimsneedIope
Stainless sreei Acushlrns.
ceai ’r\1erior oi cese.exlsrbor 0!case.and Bxlcirinr er ease with Scomhkole 1:4.coier IS eraan.Mask an anans.eeexe,I
li.nee.andno
caa rigs on iaareners.
spec.ei li-npeller Polish
spare Paris,
-2.gasket sels Var eeeh pump (6 required)
-2—bearing sels ror each pump (6 required)‘
-2—sets of 4::21 rnechamcal seals «or each pump.carpan /ceramie/EPDM
-2 tubes or Falk LTG
-2 sels ol Falk T—1O Coupling Cover Gaskals lor ma selected cpupung
Phimps cenece DyriaLIle HT synihellc graasa -n buarings
:-nsss Pui-rip Hardware
Please quote mach sea:wm.inside eeai used wrm spam.ceramic.carbon EOM
siaanieee Sieel iiuen nnee msxauea aner coallng and aeaammy,
Bass 3.coupiing Dpllnns
Rexnord.orange.mngao,paiyuremane,cnupling guard /cover
Fabricalad "on channel drip rim paee with ralsed rnachinzid pump ena rriolor rriourillrig pads,mmeci Hal and parauei.nu!
inverier duly,75 HP,ism:i=i>M_i=rem.um Elllclericy.TEFC,par!31 .3 Part 3:1,with shcirl cumrnercval les|s.space healers andmarmesiaie
N/C.coro Duly Epoxy rno|or coanng,-ax aeceaaary Cnnduil box 2):NEMA power wire box sizu w r.graunaing my in me bo
x.
grounded
rarer,eieciriceuy lsola|sd hearings.special paianee,ssc use 3‘power canrlull corineclion
Product caruueauens
Factory lass:aiignmam w||rI repori.pr r lo sh pmenl (Pre—a gnrnsn|io preveni boll bind at site)
Qly Desuvlpllnn
:Test opuons:us H I Non-wnneéaa Pariermanee Tesl —Hyd Ins 1a.e Unilateral Grace 1U
Certllled Yes!Fiepori
Cerillled Test Dara Heporr ev Paroermanpa Tasi (Each pump;
eueranreea Pump El?cisncy
Guaranreeo Ell ency vaiue:a1
Molcir Non Overloading:Maior Nameplate
Hydrostatic Teen,Nuri—VVi|nessed Hyarosieuc Tesl
Drawings
5\al'\UEfgGIII'16I'ISIDFIBIrpI’II:IIrB|'I size larmal —laclury generaiea
TOM EVANS EN\/|R()NMENTAL INC »azou FLIGHTLINE DRIVE SUITE »aoz~LAKELAND.FL 3331 1
Agenda Item #8.C.09 May 2022Page 81 of 160
Fearless Express22.1.0
NSF 61 .,..ema..ona._ga;sca}ciNamepIale (Subject .0 laclory valnialion .1.design and
Oly Dsscnp an
3 Freighl Included
Inccnltarrns 2020:EXW
Named Place
7
Laser Allgnmenl agu gxanup by Turn _Evans_sr_._
TOM EVANS ENVIRONMENTAL INC 3200 FLKSHTLINE DRIVE SUITE /Iaozv LAKELAND,FL 3331 I
Agenda Item #8.C.09 May 2022Page 82 of 160
i Fearless Exprass22.10
Pu 1|)Perforwuance Curve
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we
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cusiar?éi Turn Evans 'Env'II-anmsnxal me.I>§aTIE:s§Model -SAE14
Customer ref.I PO Slagas :1
Tag Number 001 Speed.rated :1750 1pm
Ssrvlcs 1500 @ 150-Based on curve number ~6AE14-I750 Rev.1uLv2021
Ouanllly 3 Eihciency .save as
Ounle Number 1 ID 1 asuss Rated power (based on duly nulru)-70.7 nu
‘Dale Last saved 22 Apr 2022 397 PM Max power (nan-ovarlnadlng).74.1 hp
Flow.raled .1,500 Usgpn-I NFSH requ\red .10.4 n
{Dlllerenlla|head /:150.0 u Visecsuly ~LOO I:P
jpressure.raled
Flow-I
(I-1599'“)
Fluld ?anslly.tater:I max -1.000 I 1.000 se Cq/Ch(CeICn [ANSIIHI 9.s.7—zo1o]Loo/1.001
Loo/1on
Thrust.mum
(Hal)
1-om EVANS ENVIRONMENTAL we -azoo FLIGHTLINE DRIVE SUITE :r3oz~LAKELAND.FL 3331 1
Agenda Item #8.C.09 May 2022Page 83 of 160
PEERLESSPUACP‘
Praise:name
cemmtesteneu nepresentettve
customer
cuezemer rel.I PO
Quula Number I ID
Dale last saved
;Torn Evans
Environmenlal.Inc.
Reference :
cuemmer
Atlantic Beach HSP Tag Numeer
Servlca
:Turn Evans Erwtrenmemat.tvtecet
tnc,Quantity
,Quoled By (Salas omce)
:1154438 Quu\ed By (sales Engineer)
:22 Apr 2022 am?PM
Corlalrucllnn Molar lnlonvrIuI|orI
Nozzle stze Nezzte Canllgurallcn Pos'n Manuracrurey
suctten a 125.:ANSI -Frame stze
Dteenarge s 125.9 ANSI FGWQ,
Orienlallurt I cenvtgurexton
Rulatlon
wear Fling Con?auratton
|mpe|Isr canttguretien
Sha?cenngurattansumpDamn(fest)
Beatvlrtg Fvame
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seertng T)/De (Ftauiatrrhruet)
searing Lutmcetton
Thrust Beavlrlg
tnrermeeaace tsearme
Lower eeartngaeermcHouslna Accessories
Fearless Pump Meaet
saeeplere.Coupllng,ana Guard
Easaplale
Drip Part
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Guard
seat a FackIrI9 henerruerten
seattr-9 MslhudseenMeteriat
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Molar Options I Accessories
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CaseStandardGreaseLubricatedBall
aeartnge
'tatng.Oastng
tmpetter
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tmpetter Key
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6AE14 ~arenze F Ilad HertzMount.Mecr-entcet wtm ct CasmaAssembly125Ib/125Ib ANS|
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-Llns Shark.Falk.Sleelllex sreettsrta C°,,_,n,,;ANSI B15.I couptmg Guard.S|eal D,scha,w mpg
otscnerge ElbnwMechacalSuctionEnzcrwcraneType21Machseat225-F su,,,,.a,,,
Max BFSDIOIO1 Ceramic Seal (Se!Hamwam°'2’O-rings
'Pump coetmg
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1a»a Sin steet
:550 lb
245 lb
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Faeries
:
Expvass22.13
cm
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3
TOM EVANS ENVI
RO
NM
ENTAL
:Tom Evans
N/A
365Ton ma
1st:to rpm
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,N/A
:Cl oaetng Assert-tety
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wl|l’I
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tntegretensStainless
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315 ss snan (sec)
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mel
Agenda Item #8.C.09 May 2022Page 84 of 160
Peerless Express 22.1 .0
General Arrangement Drawing
xPvojec1name I Atlantic Beach HSP Tag Number 2D01
Commissioned _._,
Remsema?ve .semee .1500 @ 150
‘cuslomsr :Tam Evans Environmental.Inc.Model :SAE14
‘Customerrel.IPD :Quantity ofpumps :3
Quake Number!ID :1154435 Quoted By (Sales O?ioe):TOM EVANSENVIRONMENTALINC
Date last saved 122 Apr 2022 6:07 PM Quoted By (Sales Engineer):Tom Evans
‘m.s was com.awunauaxmcn-mu
mm mm-m.=u<n mm».mmand mu.1 llnunumulmn-nnhnu cuuphng
llm?nl 751201sow-mamu...)urgnnrumn be «mum lnlzllwg
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Dischargesize 5 m Discharge flange 125 lb ANSI Rala?on u 24 s
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TDH 150.0 N TBITID 63 F PUMDSpeed 1750 RPM POWBF 0 HD Elearical SPEC 3/450/50
PumpWe|ght|650|bs |MolorWeigm\ulbs 1 Baseweighl |225lbs ]cauplingweigm 1 zalbs \Tutalweight |B98Ibs
Agenda Item #8.C.09 May 2022Page 85 of 160
A pril 26.2022
Troy Stephens,Public Utilities Director
City of Atlantic Beach
902 Assis Lane
Jacksonv IE.Florida 32233
Re:Sole Source Municipal Product Representation —Peerless Pump
Dear Mr.Stephens,
Please accept this letter as formal noti?cation to (he City of Atlantic Beach that Evans
Environmental,by contract is the sole supplier for Peerless Pump products for peninsular Florida'smunicipal(Water Utility)market and is exclusive to your account.
The statement above applies to Peerless Pump product lines including verticalturbine,
submersible vertical turbine,horizontal split case and end suction pumps.
Please contact Tom Evans Environmental at the following address for all your pum
pingneedswhichincludespumps.parts.factory reconditioning,and service.
Torn Evans Environmental
3200 Flightline Dr.
Lakeland.FL 33811
Phone’863.619.3789
le@lornevans.ccIg1
Respectfully.
7}Zc'aée 77{c%.«g4£
Mike NIcGaugh
Regional Sales Manager—South East us
Peerless Pump Company
Go:Tom Evans Environmental
.Agenda Item #8.C.09 May 2022Page 86 of 160
(TlT\'()I7 ATLANTIC BEACH
CITY (:()lVIIVIlSSI()lV l\’[EETlN(;
STAITF IIEPOIKT
A(IFINI)A ITER/I:Resolution No.22-35 (Accluisilioll For of l\vo sub—
parcels
totaling
0 28 a ‘es orpropeny located at 1964 and 1980 l Avenue;
authorizing stari‘to execute a purchase and sale agree
ment
inthe
amount ot‘$17s,0o0 for two suh—parcels of property lo
c
at
e
d
at1964
and 1980 Francis Avenue;and authorizing the utilizati
on
ofhalf-
cent discretionary (Better lax)sales tax proceeds for purpos
e)
SUBMITTED BY:Steve swan.City Engineer
Amanda Aske\~_Director or Planning and Community l
)
c2022PRIORITYlinvironrncntalLeadership:validate C()AB‘s commitmen
t
to
resiliency,sustainability and the environment
TODAY’S DATE:April 28,2022
MEETING DATE:May 9,2022
The City orAtlantic Beach has demonstrated a commitment to improving stormwatcr m
an
a
g
e
me
nt
and reduce the incidence of ?ooding throughout the cornrnurlity,including the poorly pcrf
orrn
ingstormwatermanagementinfrastructurelocatedinthedrainagebasinencompassedbyDutton
Island Road,Francis Avenue,Mayport Road and Donner Road.This drainage basin iscorrl
n1or
llyreferredtoastheStanleyRoadbasin.The two sub—parcels proposed for acquisition locate
d
in
this bas n and are integral cornponenls olithe drainageway serving this basin.Acquisiti
on
ofthese
two sub-parcels will connect an existing city—ownecl parcel in the drainageway that c
u
r
r
e
n
t
l
y
has
limited access.This will allow to nproveinenls to he made to all three properties res
ulti
ng
in
iinproved neighborhood Flood protection.Staff presented the proposed Francis Aven
ue
Drainag
eAcquisitiontocornn?ssion in l\/[arch of 2021 .
Drainage issues have been well docuwlentersl in this area and are identi?ed in the Ci
t)/
‘s
2018
Slorrnwater Nlaster Plan Update as a drainage priority area.Most ofthis area was devel
oped
before
modern storn1\.vater regulations were in place,and the City‘s storrnwaler system
wasnot
constructed with enough storage or hydraulic capacity to handle the runoff The exis
ting
15-inch
stormwat -pipe running from]stanlcy Road to Donner Road is under zed for the am
ou
nt
ofHow
in the en tnageway,which causes water to backup and pond in low—lying areas up
str
eam.
This
causes residential property to flood and hazardous roadway conditions.
The two sub—pat-cels proposed for acquisition,in conjunction with existing city—owt-led parc
el
will
ilnproved to provide additional storxnwatel storage upstrealn ofthe Stanley Road stonnvvater
pipe.
along with other public ilnprovelnenls to tat:tau:ilTI[)r0V6ITl6l1l of the entirety ol‘th
e
storl
rlwatcrsysteminthisarea.These improvements will complement the anticipated project enla
rge
the
undersized l5~inch slorn1\vater culvert that runs from-t Stanley Road to Donner Road.Th
eproject
Agenda Item #8.D.09 May 2022Page 87 of 160
lo upsizc lhc !S—ino.:h slorniwvat culvert has not been funded yct.l—lo»\/ever.city ::|zIIT I1
2i
\'e
applied
for several grants to assist in eilori.
approvillg the City‘s acquisition uftwu sub-put-cels totaling 0.28 acres of property lo
c
at
e
d
at1964
and I 980 Francis Avenue:authorizing sla1Tto execute a purchase and sale agrcelnenl itheaniount
of $17S_()0O for l\vo S b—pz|I'cL:ls of properly localed at 1964 and 1980 Frantsis /\
\/c
n
uc
:
and
aulhoi zing the utilization ulihalllcent discretionary (Boiler Jax)sales tax proceeds F
or
thi
s
purpose
BU IIGICT:
RI£C()l\’ll\/IENDATION :
ATTACHIVIENTS:
$l7S_OO(1 Frorn the Half—Cent Dis
fund
rctionary (Better Jax
)
Sale
s
Tax
/\ppruve Resolution No.22-35 to gl'arn the (.‘ity‘s acquis
ition
uftwo
su|)—parcels totaling 028 acres of properly located at andI980
Francis Avenue;authorizing staff‘to execute a purcha
se
andsale
agreernent in Ihe arnounl of $|7S.OOO for Ivvo s
u
b
cl‘of
property located at 1964 and 1980 Francis /\venue;an
d
auth
oriz
ingtheutilizationofhalf~cenl discrclionary (Better J
a
x
)
saleslax
proceeds For this purpose.
Purchase and Sale Agrecrnenl
I\/[arch 2021 Francis Avenue I.)rainage Acqui
Coinxnission
ion pt-
ese
ntat
io
nto
REVIEWED BY CITY MANAGER:Agenda Item #8.D.09 May 2022Page 88 of 160
DRAFT3/31/2022
PURCHASEANDSALEAGREEMENT
THIS PURCHASEAND SALEAGREEMENT(”Agreement”)is hereby made and entered into by and
between DUTTON ISLANDPSL,LLC,a Florida limited liability company and CAPE CHARLESCDL,LLC,a
Florida limited liability company (collectively,"Se||er”),and THE CITYOF ATLANTICBEACH,a Florida
municipality ("Buyer"and/or"City"hereafter),effective as of the "Effective Date"(as defined hereafter).
RECITALS
A.Seller owns or controls all that certain real property situate within Atlantic Beach,Florida,being
generally addressed as 1964 and 1980 Francis Avenue,REParcel No.172168-0000 and No.172171-0000,
respectively,all as more particularly described on Exhibit "A”,attached hereto and made a part hereof
(the ”Property”),with a conceptual site plan delineating the approximate boundaries and other
information relative to the Property as shown on Exhibit "B",dated February 8,2022,attached hereto
and made a part hereof,solely for illustrative and reference purposes ("Conceptual Site Plan”);and
B.Buyer owns a parcel adjacent to a portion of the Property,being identified by Duval Tax l.D.No.
172168-9500 (the “City Parcel”),and described in the last deed being recorded at Official Records Book
7972,Page 706,public records of Duval County,for which there is presently limited access,and Buyer
desires to obtain better access to permit additional beneficial use of the City Parcel;and
C.Buyer topublicaccessandtrail areas,and other public improvements within its incorporate,regulatoryboundaries,and for such purposes,Buyer desires to purchase from Seller two separate sub-parcels of thePropertyinfeesimple(Lots 5 and 10 as shown on the Conceptual Site Plan)and to also obtain an exclusive01505505-2 Page I 1 Agenda Item #8.D.09 May 2022Page 89 of 160
DRAFT3/31/2022
easement for drainage and other public purposes over the western twenty feet (20’)of Lots 6,7,8 and 9
as shown on the Conceptual Site Plan (the ”Easement Parcel”)(Lots 5 and 10 and the Easement Parcel
collectively,the ”Subject Parcels”),each as shown on the Conceptual Site Plan,and as more particularly
described as Lot 5 &Lot 10 and 20'Unobstructed Exclusive Easement as delineated on the proposed
Lambo’s Place Unit 1 Replat and Lambo’sPlace Unit 2 Replat described in Exhibit”C”attached hereto and
made a part hereof (the "Proposed Replats“),and with an acceptable draft form of the dedication,
adoption and reservation language forthe Proposed Replats attached as Exhibit"D",Dedication,Adoption
and Reservation language for the Proposed Replats and made a part hereof (the "Dedication Language");
and
D.Seller desires to re—developthe remaining portions of the Property (hereinafter the ”Seller’s
Development Parcels”)with four (4)structures containing a total of eight (8)townhome units on eight
(8)lots (the ”Project”),all as generally shown on the Conceptual Site Plan,and has determined to its
reasonable satisfaction (subject to the terms of this Agreement)that all current federal,state,district,
county and city regulatory standards applicable to such Project can be met at the present time,provided
that Seller submits all appropriate applications to the City to authorize the Project,including without
limitation,a waiver application pursuant to Section 24-190,Code of Ordinances,two re—platapplications,
and that the City issues such approvals for the Project in accordance with the procedures and
requirements set forth in its Code of Ordinances and lawfully permits Seller to:1)accommodate the first
fifty percent (50%)of its on—sitestormwater retention requirements for the Project as required by Section
24-68,Code of Ordinances,on the applicable Seller's Development tofiftypercent(50%)to drain to Lot 5 for Lots 1 through 4 and to drain to Lot 10 for Lots 6 through 9 asshownontheConceptualSitePlanasBuyerinitssolediscretionmaydeemappropriate;and,2)installandmaintainfencingtoamaximumheightofsixfeet(6')on Lot 9 along the eastern boundary of the01606605-2 Page I 2 Agenda Item #8.D.09 May 2022Page 90 of 160
DRAFT3/31/2022
Easement Parcel to its southern terminus,and from such point may continue at same height running
easterly to a point coincidental with the rear wall plane of the townhome structure delineated on the
Conceptual Site Plan,and to same height from such point running northerly to connect into the townhome
at its rear/sidecorner;and,
E.Seller and Buyer wish to consummate the above—referenced sale and purchase of the Subject
Parcels,and to otherwise initiate and facilitate a plan to redevelop the Property for the Project pursuant
to the Proposed Replats and Conceptual Site Plan which will allow for beneficial use of lands within the
City and provide increased,measurable benefit to the Buyer and Seller,all as outlined in the recitations
hereinabove;notwithstanding,Seller and Buyer understand,acknowledge and agree:that all terms and
conditions of this Agreement are true conditions subsequent to the Effective Date hereof and conditions
precedent to the obligation of the Buyer and Seller to consummate the transaction contemplated in this
Agreement;and further,Seller understands,acknowledges and agrees that Buyer does not,by this
Agreement,bind itself:to make any certain finding or determination;to provide approval or allowance;
or,in any other way to contract away its police powers,where such findings or approvals or allowable
negotiation will be made if at all only following proper notice and hearing pursuant to such process as is
generally provided by law,ordinance and regulation for same,and Seller agrees this Agreement cannot
form the basis for any "reliance"or expectation of approval on its part relative to such
conditions/contingencies.
NOW,THEREFORE,in consideration of the mutual promises and covenantsgoodandvaluableconsideration,the receipt and sufficiency of which are all hereby acknowledged byeachofthepartieshereto,the parties agree as follows:01606605-2 Page I3 Agenda Item #8.D.09 May 2022Page 91 of 160
DRAFT3/31/2022
1.Recitals.The recitals set forth above are true and correct and made a part ofthis Agreement as if set forth
herein.
2.Purchase Price.The purchase price for the Subject Parcels shall be One Hundred Seventy—FiveThousand
and No/100Dollars ($175,000.00)(”Purchase Price”).
3.Payment of Deposits and Purchase Price.The Purchase Price for the Subject Parcels shall be payable by
Buyer as follows:
016066051
Within five (5)business days of the "Effective Date"(defined hereafter),Buyer shall deposit with
the "Escrow Agent"(defined hereafter)the sum of Five Thousand Dollars ($5,000.00)(the
"Deposit").
Additional payment of $170,000.00 to be paid at Closing,subject to offset relative to
responsibility for or credit from closing costs,prorations or other costs between Buyer and Seller
as set forth in more detail hereafter.
The Deposit shall be fully refundable to Buyer prior to the expiration ofthe "Due Diligence Period"
defined hereafter.Upon expiration (to include any mutually agreeable extension periods),in the
event Buyer has not terminated this Agreement as permitted herein,the Deposit shall be non-
refundable except upon the default ofthe Seller hereunder or as provided in this Agreement.
a.Title.Within fifteen (15)days after the Effective Date,Seller obtain atexpense,and deliver to Buyer a title insurance commitment for the Subject Parcels to issue anALTAOwner's Title Insurance Policyin the amount of the Purchase Price,naming the Buyer as theproposedinsured(the "Title Commitment”),including all endorsements,ifany,required by BuyerPage|4 Agenda Item #8.D.09 May 2022Page 92 of 160
01606605-2
DRAFT3/31/2022
and shall also deliver to Buyer a copy of any existing survey in its possession (the ”|nitia|Survey”),
and legible copies of all documents pertaining to exceptions noted in the Title Commitment or
the Initial Survey.The Title Commitment shall show good,marketable and insurable fee simple
title to the Subject Parcels vested in Seller,subject only to liens,encumbrances,exceptions and
qualifications which:(i)willnot render title unmarketableaccording to applicable Florida law;(ii)
will not in Buyer's reasonable judgment,interfere with or impair Buyer's intended use of the
Subject Parcels or are otherwise acceptable to Buyer;(iii)are permitted by the provisions of this
Agreement;or (iv)are capable of discharge or release and are actually discharged or released by
Seller at or before Closing..Buyer may obtain a new staked survey (”FinalSurvey”)at its own cost and expense should
it desire same and in such case may require that such Final Survey be used by the Escrow Agent
and title insurer associated with the issuance of the Title Commitment and Title Policy.
Objections.Buyer shall provide written notices of its objections to the matters disclosed in
the Title Commitment,to the Initial Survey and to the FinalSurvey should Buyer obtain one to
Seller within ten (10)days from the receipt of the later of the Initial Survey,the signed Title
Commitment and the FinalSurvey (ifthe FinalSurvey is obtained within twenty five (25)days from
the Effective Date by Buyer),which notice shall specifically delineate the matters which are not
acceptable to Buyer (each a "Title Objection”and collectively ”Title Objections”).IfBuyer timely
provides its notice of Title Objections,Seller shall use reasonable effort to cure such Title
Objections and provide Buyer notice thereof within five (5)days after Seller's receipt of Buyer's
notice of Title Objections (”Cure Period”)lf Seller does notCurePeriod,Seller shall notify Buyer in writing (”Se|ler’s Notice”)within three (3)days after theCurePeriodexpires,of any Buyer's Title Objections which Seller is unable or unwilling to satisfy.Buyer shall have the right,on or before five (5)days after receiving Seller's Notice to elect eitherPageI5 Agenda Item #8.D.09 May 2022Page 93 of 160
DRAFT3/31/2022
to (i)terminate this Agreement,in which event this Agreement and the rights,duties and
obligations of the parties hereunder shall terminate (except for the obligation to return the
Deposit to Buyer and the indemnity obligations of Seller and Buyer contained herein,which shall
survive any such termination),or (ii)purchase the Subject Parcels subject to the Title Objections.
Nothing herein shall require the Seller to incur any costs (including without limitation any
attorneys fees)in making reasonable efforts to cure Buyer's Title Objections,except Seller shall
be obligated to bond or pay to remove any liens placed on the Subject Parcels prior to the Closing.
if Buyer elects to continue to Closing,any matter which Seller elects not to cure or is unable to
cure shall be included as a Permitted Title Exception.
Examination of Subject Parcels.For the benefit of the Buyer,within three (3)days of the Effective Date
hereof,Seller shall provide to Buyer copies of any and allsoil reports or Phase lor Phase ll Environmental
Surveys and any other investigative assessments regarding the Property which are within the possession
or control of the Seller.Buyer shall have thirty (30)days after the Effective Date (”Due Diligence Period”)
in which to confirm the physical condition of the Subject Parcels,review the contents of any document
relating thereto and to conduct any studies and inspections it deems necessary.During such Due Diligence
Period and thereafter as long as this Agreement shall remain inforce,Buyer and its agents willbe provided
access to the Subject Parcels to make soil tests,engineering studies and feasibility studies as it shall
determine advisable,provided that Buyer shall give Seller not less than 48 hours advance notice prior to
performing such inspections or testing.Buyer holds Seller harmless from any damage or liability arising
to Seller or the Subject Parcels or Property as ainspection,subject to the limitations of section 768.28,Fla.Stat.If,within the Due Diligence Period,Buyer determines,in its sole discretion that it does not wish to proceed with the purchase contemplatedhereinforanyreason,Buyer may terminate this Agreement by written notice to Seller,whereupon all01606605-2 Page I6 Agenda Item #8.D.09 May 2022Page 94 of 160
DRAFT3/31/2022
Deposits and monies paid to Seller or Escrow Agent herein shall be returned forthwith to Buyer.Should
no such inspections be performed or written notice of termination be received by Seller,the Buyer shall
be deemed to have accepted the physical condition of the Subject Parcels and no further contingency
allowed on this basis.Further,if the Agreement is terminated hereunder,Buyer shall promptly restore
the Subject Parcels to their respective original conditions where any boring,drilling or other testing has
altered same.Should Buyer terminate hereunder,Seller shall withdraw the applications for replats of the
Property as described in Section 6.b.hereof and Buyer shall refund to Seller the application fee paid to
Buyer for said replats.
Conditions to Closing.For the benefit of Seller and Buyer,the "Closing Date"defined hereafter,and the
obligation of each to buy and sell pursuant to this Agreement,shall be conditioned upon the occurrence
and/orsatisfaction of each ofthe following conditions unless the parties otherwise waive same in writing:
a.The Atlantic Beach City Commission shall have approved the entry into this Agreement and shall
have executed same pursuant to proper law and process.
b.The Atlantic Beach City Commission shall have approved a waiver application submitted pursuant
to Section 24-190 to permit Seller to:1)accommodate the first fifty percent (50%)of its on—site
stormwater retention requirements for the Project as required by Section 24-68,Code of
Ordinances,on the applicable Seller's Development Parcel and to authorize the remaining fifty
percent (50%)to drain to Lot 5 for Lots 1 through 4 and to drain to Lot 10 for Lots 6 through 9 as
shown on the Conceptual Site Plan as the City in its sole discretion may2)install and maintain fencing to a maximum height of six feet (6')on Lot 9 along the easternboundaryoftheEasementParceltoitssouthernterminus,and from such point may continue atsameheightrunningeasterlytoapointcoincidentalwiththerearwallplaneofthetownhome01606605»:Page 17 Agenda Item #8.D.09 May 2022Page 95 of 160
01606605-2
DRAFT3/31/2022
structure delineated on the Conceptual Site Plan,and from such point running northerly to
connect into the townhome at its rear/sidecorner.
Upon submittal of complete applications for two (2)replats of the Property generally as shown
on the Conceptual Site Plan,and on the Proposed Replats,the Atlantic Beach City Commission
shall have approved two separate replats for the Property including the Subject Parcels,which
replats allow for the subdivision of the Property (less Lots 5 and 10)into eight (8)lots.City agrees
that Seller shall be charged (or be reimbursed as a credit at the Closing for)only one replat
application review fee.
Following approval and recordation inthe public records of DuvalCounty,Floridaofthe Proposed
Replats (in final approved form)referenced in (c)above,and following the submittal to Buyer of
a complete request (including without limitation a final site plan)for a zoning confirmation letter
describing the Project,as reflected in accordance with said replats,the City of Atlantic Beach,
through its Community Planning and Development Director,in accordance with the City's Code
of Ordinances,shall have issued a zoning confirmation letter to the Seller stating that the Project,
as reflected in accordance with the replats,may be developed on the Seller's Development
Parcels,and that the Project,as reflected in accordance with the replats,is in compliance with
standards for density,minimum lot area,lot width and lot depth,setback and impervious ratio
standards for the primary structures,but subject to final construction and survey,and all other
requirements of building code,law,ordinance and regulation of the City and other permitting
authority not specifically addressed by the zoning confirmation letter.
Further,the letter shall confirm that Seller may place walkways pavers,subject tosurfaceCoderequirements,within the southern seven—and-a—halffoot (7.5‘)area of the existingfifteenfootwidedrainageeasementshownontheConceptualSitePlanandonLot6oftheProposedReplat(Unit 2),and may place HVAC equipment within the southern 2.5‘feet of saidPagel8 Agenda Item #8.D.09 May 2022Page 96 of 160
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drainage easement area,provided Seller has confirmed on the Proposed Replat (Unit 2)in accord
with the Dedication Language that,upon request of Buyer,Seller shall,within twenty (20)days of
any request,remove any such placed improvements at its sole cost and expense.
Buyer and Seller shall have performed,observed and complied with all of the covenants,
agreements,conditions and obligations required by this Agreement to be performed,observed
and complied with as of the Closing.
The representations and warranties of Buyer and Seller set forth in this Agreement shall be true
as of the Closing date.
7.Closing and Closing Date.The consummation of the transaction contemplated by this Agreement
("C|osing”)shall take place no later than five (5)business days after the date of the zoning confirmation
letter referenced in Section 6.d.above,not to exceed seventy five (75)days afterthe Effective Date,unless
mutually agreed between the parties.Buyer may select an earlier date for Closing upon ten (10)days prior
written notice to Seller.
8.Closing Costs &Prorations.
3.
01606605-2
Each party shall pay its own legal fees,expenses and costs and all costs of negotiation and
investigation.
Seller shall pay the cost of documentary stamp taxes on the deeds and easement for the Subject
Parcels,and any costs associated with satisfaction of any mortgage or lien thereon,and the
recording costs as may be associated with same,and shallpay or provide a to Buyer anyandall"c|osing fees"or likefees charged by the Escrow Agent to either Seller or Buyer.Page i 9 Agenda Item #8.D.09 May 2022Page 97 of 160
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Seller shall pay the costs of the title search and premiums associated with an ALTAowner's Title
Commitment and issuance of the owner's Title Policy,provided Buyer shall pay for any requested
riders associated with the Title Policy.
Buyer shall pay for its costs of due diligence,any FinalSurvey,all appraisals deemed necessary by
it,any and all costs of any financing associated with this transaction,if any,including but not
limited to taxes due on any note and recording fees associated therewith,and in such case pay
the cost of premium associatedwith any simultaneous title policyor rider issued on behalf of any
lender,and all other costs not designated to be paid by Seller expressly hereinabove.
Property taxes,special assessments,and other charges in the nature thereof by government
entities for the current year shall be prorated through the Closing Date using the previous year's
tax billor the latest information from the DuvalCounty Property Appraiser's offices,and shall be
re—pro—ratedafter the final tax billfor the year of purchase is issued by the Tax Collector.
Obligations at Closing.
016066054
Seller shall,at Closing:
i.Convey marketabletitle to Lots 5 and 10 by SpecialWarranty Deed (the ”Deeds”),subject
to the Title Standards as set forth hereafter,and taxes for the current year pro—rated
through date of closing.
ii.ifnot conveyed previously pursuant to the LanguageconveytoBuyer,such customary and necessary easements to allow for installation,maintenance and repair of any underground piping,flume,inlet,outfall,or other stormconveyanceinstallationlocatedwithintheSeller's Development Parcels designed toPagei10 Agenda Item #8.D.09 May 2022Page 98 of 160
b.
01606605-2
vi.
vii.
DRAFT3/31/2022
connect the flow of stormwater from Seller's Development Parcels into Lot 5 or 10,as
described at subsection 6(b)above,and such other and further easements and restrictive
covenants as may be required under the City's Code of Ordinances relative to retention
of stormwater on the Development Parcels.
Deliver to Buyer and Escrow Agent evidence satisfactory to them of Seller's authority to
execute and deliver the documents reasonably necessary to consummate this
transaction.
Deliver counterpart copies of the closing statement prepared by the Escrow Agent.
Deliveran affidavit to comply with the Foreign Investment RealProperty Tax Act (28 U.S.C.
1445i
Deliver an Owner's Affidavit of Title together with such other reasonable,usual and
customary documentation as may be required for the Closing bythe Escrow Agent or Title
Insurer in accordance with localconveyancing practice,including without limitation usual
and customary title insurance affidavits.
Deliver exclusive possession of the Subject Parcels and the Easement Parcel to Buyer at
Closing.
Buyer shall,at Closing:
Pay the balance of the Purchase Price with credit for deposit,less any credits due and/or
plus any reimbursements,prorations or paymentspaidbytheCity's check.Delivercounterpart copies of the closing statement prepared by the Escrow Agent.Page I 11 Agenda Item #8.D.09 May 2022Page 99 of 160
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iii.Deliver such other reasonable,usual and customary documentationas may be required
for the Closing by the Escrow Agent or Title insurer in accordance with local
conveyancing practice,including without limitation usual and customary title insurance
affidavits.
10.Escrow Agent &Closing Location.
a.Community Title,LLC,with its main offices located at 175 NW138th Terrace,Suite 100,Jonesville,
Florida 32669,shall act as the Escrow Agent for this transaction and shall hold all deposits on
behalf ofthe parties pursuant to the terms of this Agreement.
b.The Escrow Agent shall prepare all closing documents,including without limitation,the closing
statement to be signed by the parties,taking into account all terms and conditions of this
Agreement relative to closing costs and/orother provisions relative to credits,prorations and
reimbursements,and shall prepare and cause to be signed any affidavits associated with the
issuance of title.Escrow Agent shall provide copies of all proposed closing documents to Buyer
and Seller for review,comment and acceptance no later than five (5)business days prior to
Closing.
c.The Escrow Agent shall cause the Deeds and any other documents which the parties hereto may
mutually direct to be recorded in the official records of DuvalCounty,Florida.
d.Upon Closing,the Escrow Agent shall direct the title agent to issue the Title Policyto the Buyer.
e.The Closing shall be held at a location mutually to County,or may be conducted "by mail”,upon agreement of the parties.f.in the event this transaction fails to close for whatever reason,and the parties are unable to agreeontheentitlementtotheDepositorothermoniespaidordepositedandheldbytheEscrowAgent0160550522PageI12 Agenda Item #8.D.09 May 2022Page 100 of 160
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in furtherance of the Closing,the Escrow Agent may either continue to hold the subject matter of
the escrow until the parties mutually agree or until a judgment ofa court of competentjurisdiction
shalldetermine the rights ofthe parties;or,may interplead the funds into the registry ofthe Duval
County Clerk of Court.In the event an interpleader is opted,the Escrow Agent shall have no
further duty or liability regarding the monies so interpled or to the parties from and after provision
of written notice of such action.
11.Seller's Representations.In consideration of Buyer entering into this Agreement and as an inducement
to Buyer to purchase the Subject Parcels from Seller,Seller makes the following representations and
warranties,each of which is material and is being relied upon by Buyer (the continued truth and accuracy
of which shall constitute a condition precedent to Buyer's obligations hereunder):
016066054
Seller has the full power and authority to enter into this Agreement and to sell and convey the
Subject Parcels.ThisAgreement has been duly and validly authorized,executed and delivered by
Seller and no other authorization is requisite to the valid and binding execution,delivery and
performance of this Agreement by Seller;
No consents or waivers of or by any third party are necessary to permit the consummationby
Seller of the transactions contemplated pursuant to this Agreement,including but not limitedto
mortgages,liens or leasehold interests;
Allrepresentation and warranties of Seller set forth in this Agreement shallbe materially true and
correct on and as of the date of Closing as ifandasofsuchtime;To the best of Seller's knowledge,there is no pending or threatened litigation concerning thePropertyorSubjectParcels;and,Page l 13 Agenda Item #8.D.09 May 2022Page 101 of 160
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Seller has received no written notice from any governmental agency of any alleged non-
compliance with any applicable laws,ordinances,codes or regulations.
Seller has no information or knowledge of any change contemplated in any applicable laws,
ordinances or regulations or any judicial or administrative action or any action by adjacent
landowners or natural or artificialconditions upon the Subject Parcels which would prevent,limit
or impede Buyer's contemplated use of the Subject Parcels.
The representations and warranties set forth in this Section shall be continuing and shall be true
and correct as of the Closing date.Allof such representations and warranties shall survive the
Closing and shall not be affected by any investigative action by any party to this Agreement.
12.Buyer's Representation and Warranties.In consideration of Seller entering into this Agreement and as an
inducement to Seller to sell the Subject Parcels to Buyer,Buyer makes the following representations and
warranties,each of which is material and is being relied upon by Seller (the continued truth and accuracy
of which shall constitute a condition precedent to Seller's obligation hereunder):
01606605-2
Buyer has the legal right,power and authority to enter into this Agreement and to consummate
the transactions contemplated hereby,and the execution,delivery and performance of this
Agreement have been duly authorized and no other action by Buyer is requisite to the valid and
binding execution,delivery and performance of this Agreement;and,
All representations and warranties of Buyer set forth in this Agreement shall be materially true
and correct on and as of Closing as ifthose representationsofsuchtime.Page l 14 Agenda Item #8.D.09 May 2022Page 102 of 160
13.
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c.The representations and warranties set forth in this Section shall be continuing and shall be true
and correct as of the Closing date.Allof such representations and warranties shall survive the
Closing and shall not be affected by any investigative action by any party to this Agreement.
Condemnation.Seller shall promptly notify Buyer of any casualty to the Subject Parcels or any
condemnation proceeding commencedprior to the Closing.Ifany such damage or proceeding relates to
or may result in the loss of any material portion of the Subject Parcels,Buyer may,at its sole option,elect
to terminate this Agreement,inwhich event all Deposits shall be returned to Buyer and neither party shall
have any further rights or obligations hereunder (except for the indemnity obligations of Seller and Buyer
contained herein,which shall survive any such termination).in the event Buyer does not exercise its
termination right,this Agreement shall continue in force and effect,in which event upon the Closing,
Buyer shall be entitled to any compensation,awards,or other payments or relief results from such
casualty or condemnation proceeding.
14.Assignment.Neither party may assign this Agreement or any of its rights or obligations relative to the
15.
Property or Subject Parcelsto a third party except and unless the other party consents in writing to the
assignment by the other in such party's absolute discretion.Notwithstanding,the parties agree that
permission for the Seller to assign this Agreement or any portion of the Property to a special purpose
entity controlled by the Seller for the purpose of platting and development shall not unreasonably be
withheld by the Buyer.
Notices.Allnotices required to be given under this Agreement shall be in writing and shall be transmittedbyreceiptconfirmedelectronicmail(e-mail),facsimile,personal delivery,overnight courier (such asFederalExpress),or through the facilities of the United States Post Office,postage prepaid,certified mail,Page I 1501606605-2 Agenda Item #8.D.09 May 2022Page 103 of 160
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return receipt requested.Any such notice shall be effective upon delivery,ifdelivered by personal delivery
or overnight courier,and seventy-two (72)hours after dispatch,if mailed in accordance with the above.
Notices to the respective parties shall be sent to the following addresses unless written notice of a change
of address has been previously pursuant hereto:
To Seller:Attn:Chris Lambertson,Manager
Dutton Island PSL,LLC&Cape Charles CDL,LLC
960 Paradise Circle
Atlantic Beach,Florida32233
Attn:Tim Franklin,Esq.
FranklinLegal,PL
824 Shetter Avenue
JacksonvilleBeach,Florida32250
with copy to:
Attn:Shane Corbin,City Manager
City of Atlantic Beach
800 Seminole Road
Atlantic Beach,Florida 32233
To Buyer:
Attn:Brenna Durden,City Attorney
Lewis,Longman and Walker,P.A.
245 Riverside Avenue,Suite 510
Jacksonville,Florida 32202
with copy to:
16.Amendment.Neither this Agreement nor any provision hereof may be changed,amended,modified,
waived or discharged orally or by any course of dealing,but only by an instrument in writing signed by
both parties .
Legal Fees.In the event legal action is instituted by any of the parties to enforce the terms of this
Agreement or arising out of the execution of this Agreement,the prevailing party will be toreceivefromtheotherpartyitsreasonableattorneys’fees and court costs actually incurred (withoutregardtostatutoryinterpretation).The parties hereby waive any right to a trial by jury in any litigation,action,proceeding,claim or counterclaim,whether in tort or contract,and whether at law or in equity,Page I 1601606605-2 Agenda Item #8.D.09 May 2022Page 104 of 160
18.
19.
20.
DRAFT3/31/2022
arising out of or in any way related to this Agreement,and the transaction for which it provides,whether
consummatedor not.
Default by Seller.Except as provided in Section 20 below,if Seller fails to consummate the transaction
contemplated in this Agreement for any reason,except Buyer's default,the Buyer shall have the right
either to (i)terminate this Agreement and receive forthwith the return of the Deposit,or (ii)enforce
specific performance of this Agreement against Seller.In the event Buyer elects to enforce its right to
specific performance it must file such action within ninety (90)days of Seller's failure to consummate this
transaction.Buyer must also evidence to Seller,in form reasonably acceptable to Seller,its ability to fund
the balance of the Purchase Price prior to filing any enforcement action.Upon a termination of this
Agreement in accordance with the foregoing,all obligations of the parties hereunder shall cease and this
Agreement shall be and thereupon become null and void except for those indemnities that expressly
survive termination.
Default by Buyer.lf Buyer breaches this Agreement,the Seller shall have the right to terminate this
Agreement and receive the Deposit for the Seller's own use as agreed upon and liquidated damages,and
shall be entitled to immediate return of all documents Seller provided to Buyer as Seller's sole and
exclusive remedy at law or in equity,and all other obligations of the parties hereunder shall cease,and
this Agreement shall be and thereupon become null and void except for those indemnities that expressly
survive termination.
Failureof Title.Inthe event the TitleCommitment should show that Seller is unable to convey marketableandinsurabletitletotheSubjectParcels,free and clear of all encumbrances except as provided in thisAgreementontheClosingdate,the provisions of Section 4 shall apply.Page I1701606605-2 Agenda Item #8.D.09 May 2022Page 105 of 160
21.
22.
23.
24.
25.
26.
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Applicable Law.This Agreement shall be governed by and construed and enforced in accordance with the
laws of the State of Florida.
Waiver.Failure of either Buyer or Seller to exercise any right given hereunder or to insist upon strict
compliance with regard to any term,condition or covenant specified herein,shall not constitute a waiver
of Buyer's or Sellers right to exercise such right or to demand strict compliance with any term,condition
or covenant under this Agreement.
Counterparts.This Agreement may be executed in several counterparts,each of which may be deemed
an original,and allof such counterparts together shall constitute one and the same Agreement.
Captions.All captions,headings,paragraph and subparagraph numbers and letters are solely for
reference purposes and shall not be deemed to be supplementing,limiting,or otherwise varying the text
of this Agreement.
Severability.The invalidity or unenforceability of a particular provision of this Agreement shall not affect
the other provisions hereof,and this Agreement shall be construed in all respects as if such invalid or
unenforceable provision were omitted.
Construction.The parties acknowledge that the parties and their counsel have reviewed and revised this
Agreement and that the normal rule of construction to the effect that any ambiguities toagainstthedraftingpartyshallnotbeemployedintheinterpretationofthisAgreementorany exhibits oramendmentshereto.Accordingly,this Agreement shall not be construed as if it had been prepared byPage|1801606605-2 Agenda Item #8.D.09 May 2022Page 106 of 160
27.
28.
29.
30.
DRAFT3/31/2022
one of the parties,but rather as if both parties had prepared it.Whenever required by the context of this
Agreement,the singular shall include the plural and vice versa.
Entire Agreement.Time is of the essence of this Agreement.This Agreement constitutes the sole and
entire Agreement of the parties and is binding upon Seller and Buyer,their heirs,successors,legal
representatives and assigns.This Agreement supersedes any prior Agreement,negotiations and
communications,oral or written,between Buyer and Seller as to the purchase and sale of the Subject
Parcels.No subsequent Agreement,representation,or promise made by either party hereto,or by or to
an employee,officer,agent or representative of either party shall be of any effect unless it is in writing
and executed by the party to be bound thereby.
Date for Performance.If the time period by which any right,option,or election provided under this
Agreement must be exercised,or by which any act required hereunder must be performed,or by which
the Closing must be held,expires on a Saturday,Sunday or legal or bank holiday,then such time period
shall be automatically extended through the close of business on the next regularly scheduled business
day.
Date of Agreement.The submission of this Agreement for examination or consideration does not
constitute an offer to sell the Subject Parcels nor an acceptance to purchase the Subject Parcels,and this
Agreement shall become effective,ifat all,only upon the fullexecution and delivery thereof by Buyer and
Seller.The Effective Date of this Agreement shall be the date last signed by a party.Survivalof Covenants.The covenants,representations and warranties of Seller and Buyer set forth in thisAgreementshallsurvivetherecordationoftheDeedsandProposedReplats(in final approved form)forPage|1901606605-2 Agenda Item #8.D.09 May 2022Page 107 of 160
31.
32.
33.
34.
DRAFT3/31/2022
a period of two (2)years and shall not be deemed merged into the Deeds and Proposed Replats (in final
approved form)upon recordation of same.
RecuiiredActions of Buyer and Seller.Buyer and Seller agree to execute such instruments and documents
and to diligently undertake such actions as may be required in order to consummate the purchase and
sale herein contemplated and shall use good faith efforts to accomplish the Closing in accordance with
the provisions hereof.
Post—ClosingObligation Relative to Stormwater Design/Permitting/Construction.In the unlikely
event that it is later determined that any permits or authorization of any third party regulatory agency be
required in order to implement intended development of the Property or Subject Parcels,Seller and Buyer
agree to cooperate with each other inorder to obtain such permits or authorization.
Public Record.Each party understands that the submission of this Agreement in draft or executed form
to the City causes same to be considered a public record and available for copying and inspection in
accordance with law.
Brokerage.Seller and Buyer represent to each other that neither has dealt with any broker,middle-man
or agent in connection with this transaction.Buyer agrees to indemnify and hold Seller harmless from and
against all liabilitiesand expenses in connection with any claims for omission,compensation or otherwise
being made by any third party based on any agreement or claimed agreement by,Buyer for the bringing about of this transactions or the consummation thereof.Seller agrees to indemnifyandholdBuyerharmlessfromandagainstallliabilitiesandexpensesinconnectionwithanyclaimsforcommission,compensation or otherwise being made by any other third party based on any agreement orPage|2001606605-2 Agenda Item #8.D.09 May 2022Page 108 of 160
DRAFT3/31/2022
claimed agreement by,through,under or with Seller for the bringing about of this transaction or the
consummation thereof.The provisions hereof shall survive termination.
35.Exhibits.The following Exhibitsare attached hereto and by this reference made a part hereof:
ExhibitA —Legal Description of the Property;
Exhibit B—Conceptual Site Map,dated 8 February 2022
ExhibitC —Proposed Lambo’sPlace Unit 1 &2 Replats
ExhibitD —Proposed Dedication Language
[Signatures appear on following page]
01505505-2 Page I21 Agenda Item #8.D.09 May 2022Page 109 of 160
DRAFT3/31/2022
INWITNESSWHEREOF,the parties hereto have executed this Agreement as set forth below
effective as set forth hereinabove.
"SELLER”
DUTTONISLANDPSL,LLC,a Florida limited liability
company
Dated:___________By:
Chris Lambertson,Manager
CAPECHARLESCDL,LLC,a Florida limited liability
Company
Dated:___________By:
Chris Lambertson,Manager
"BUYER"
CITYOF ATLANTICBEACH,FLORIDA,a Florida
municipality
EllenGlasser,Mayor
Date:
ATTEST:
Donna Bartle,City Clerk
The undersigned agrees to serve as Escrow Agent under this Agreement and to perform in accordance
with its terms and conditions.
"ESCROW AGENT”
COMMUNITYTITLE,LLCBy:Name:Title:Date:0150550522 Page I22 Agenda Item #8.D.09 May 2022Page 110 of 160
DRAFT3/31/2022
EXHIBIT”A”
LEGALDESCRIPTIONOF THEPROPERTY
Lots 9,10,11,14 &15,Block9,DONNER'SREPLAT,as according to the plat thereof recorded at Plat
Book19,Page16,ofthecunent,of?dalrecordsofDuva|County,Ho?da.
Page |2301606605-2 Agenda Item #8.D.09 May 2022Page 111 of 160
DRAFI 3/31/2022
EXHIBIT"B"
CONCEPTUALSITE PLAN
I See Attached |
015055052 Page ‘24 Agenda Item #8.D.09 May 2022Page 112 of 160
DUTTON ISLAND ROAD EAST :n'._
..._.......hura
55
J
‘LAJ
‘Z
55 FT x 95 Fr ;=‘»;2'2,s‘:_,é
PURCHASE 3 4
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I
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!V
!PA-
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1 .!§9
I I I
I
35
I amu.
IHSHIIL DIAHIAEE
35 FT X 125 FT
PURCHASE
GRANT OF
ZO FT X 125 FT
EXCLUSIVE
DRAINAGE EASEMENT
FENCE AT EAST
EDGE or EASEMENT).
35 H‘
“‘-.a«.;E
*3‘?-..-.-....,‘."."r'.f
Q
».................M...summons ROAD
_1:=1 CONCEPTUAL sun»:PLAN
‘mg;-.-_-,v_-;-,-_-,ovuwmc nus;02-03-2022
Agenda Item #8.D.09 May 2022Page 113 of 160
DRAFI 3/31/2022
EXHIBIT"C"
PROPOSED REPLATS
[See Attached]
01606605-2 Page I25 Agenda Item #8.D.09 May 2022Page 114 of 160
LA./I/B0 ZS’PL/1 62?”UNIT I REPZA Q’‘
SECTION 17,TOWNSHIP 2 SOUTH,RANGE 29 EAST
A REPLATOF LOTS 14 AND 15,BLOCK9,DONNER’SREPLATAS RECORDEDIN
PLAT BOOK 19,PAGE 16 OF THE CURRENTPUBLIC RECORDSOF THE CITY OF
JACKSONVILLE,DUVALCOUNTY,FLORIDA
CAPTION
A REPLATOF LOTS14.AND15,BLOU(9,DONNER'SREPLATAS RECORDEDINPLAT BOOK19.PAGE ‘ISOFTHE
CURRENTPUBLICRECORDSOF DUVALCOUNTY.FLORIDA:
BEGINNINGAT THESOUTHWESTERLYINTERSECTIONOF THEWESTERLYRIGHTOF WAYLINEOF FRANCISAVENUEAND
THESOUTHERLYRIGHTOF WAYLINEOFDUTTONISLANDROADEAST:THENCESOUTHOD‘D5'3‘I'WEST.ALONGTHE
SAIDWESTERLYRIGHTOFWAY LINE.A DISTANCEOF 55.DD FEETTOTHE NORTHERLYUNE OFLOT ‘I25,BLOCK 9.
OF SAIDDDNNER'SREPLAT:THENCENORTH8D'56'29"WEST,ALONGSAID NORTHERLYUNE,A DISTANCEOF 165.00
FEETTO THEEASTERLYLINEOFBLOCK8 OF AFORESAIDDONNER'SREPLAT:THENCENORTHDO‘D3'3‘I"EAST.
ALONGSAIDEASTERLYLINE.A DISTANCEOF 95.00 FEETTOA POINTLYINGON THE AFORESAIDSDUTHERLYRIGHT
‘OFWAYLINEOF DUTTONISLANOROAD EAST:THENCESOUTHB95679”EAST.ALONGSAIDSOUTHERLYRIGHTOF
WAY.A DISTANCEOF155.00 FEET TO TH,POINTOFBEGINNING.
ADOPTTON.DEDICATIONand RESERVATIONS
THISIS TO CERTTFYDUTTONISLANDPSL.LLC.A FLORIDALIMITEDLIABILITYCOMPANYIS THELAWFULOWNEROFTHE
LANDSDESCRIBEDIN THECAPTIONHEREONKNOWNAS LAMBO'SPLACEUNIT1 REPLAT,HAVINGCAUSEDTHE SAMETO
BESURVEYEOANDSUBDIVIDED.THISPLATBEINGMADEIN ACCORDANCEWITHSAIDSURVEYIS HEREBYADOPTEDAS A
TRUEAND CORRECTPLATOF THOSELANDS.
OWNERRESERVES,ANDTHECITYOF ATLANTICBEACHCONFIRMS.A PERPETUALRIGHTANDNON-EXCLUSIVEEASEMENT
FORDRAINAGEOVER.UPON.ACROSSANDTHROUGHLOT5.FORTHEBENEFITOFLOTS‘I THROUGH4.SD LONGAS
THEFIRSTFIFTYPERCENT(50!)OF STORMWATERRUN-OFF ATTRIBUTABLETO SUCH LOTSI THROUGHA IS CONTAINED
AND TREATEDON SUCHLOTSIN CDMPLIANCEWITHCITYORDINANCE.
INWITNESSTHEREOF,CHRISLAMBERTSON.MANAGEROF OUTTONISLANDPSL,LLCA FLORIDALIMITED
LIABILITYCOMPANY,HASCAUSEDTHESEPRESENTSTOaE SIGNEDmus _DAY
OF ,_A.O..2922.
._,_E.._BY:_%_,_,,...,,
WITNESS CHRISLAMBERTSON,MANAGER/OWNER
PRINTNAME;DUTTONISLANDPSL.lJ.C
WITNESS
PRINTNAME:
STATE OF FLORIDA.COUNTYOF DUVAL
THE FOREGOINGINSTRUMENTWAS ACKNDWLEDGEDBEFOREME av MEANSOF[]PHYSICALPRESENCE,
on [1DNLINENOTARIZATION.ms ,,DAYOF ,._,,,
A.D..2022,av cumsLAMBERTSON.MANAGERor DUTTDNISLANDPSL.LLC,WHOIS PERSONALLY
KNOWNTOMEORWHOHAS PRODUCED______________________AS IDENTIFICATIONANDWHO
OID(DIDNOT)TAKEAN OATH.
NOTARYHPUBLICISTATEOE‘EL£§F?iO‘AmA'1"f”TT,'u2OETTTTTTTTT "
PRINTNAME:
COMMISSIONNO.:.,,,.,.,._,,.,,.L___.
My COMMISSIONEXHRES:
LEGENDANDABBREVIATIONS
ElDEHDTESPERMANENTREFERENCEMONUMENT.
SET4'X4'CONCRETEMONUMENT.STAI-IFEDLB3672
u DDIDTESSETI/2'IRONPIPE.STAI-IPDLB3671
NOTES:‘I.BEARINGSAREBASEDONTHEWESTERLYPROPUYTYLINE.BEING
NORTHDD'D3'5‘I"EAST.A?lllw DATUM.‘
2.THECDDRDINATES51DWNHEREHAVENDRTHINGANDEASTING
VALUESBASEDONNORTHAMERICANDATLIMIDES{NAD85).STATE
PLANECOORDINATES.FLORIDAEASTZONE(VO|INIJ.S.SIRIEY FEET.
‘DIES VALUESARENOTIN ANYWAYASSOOA D WITHTHEBOUNDARY
BEARINGSSIDWNml THISPLAT.
NDTICE:THISPLAT.A5 RECORDEDINITSGRAPHICFORM.IS THEUTIUALDD’|CTION
OFTHEEJBDIVIDEDLANDSDBDTIBEDHEREINANDWILLINNOCIRCUMSTANCESBE
SJPFLANTEDINAUTHORITY3‘!ANYOTHERGRAPHICDRDIGITALFORMOFTHEPLAT.
THEREMAYBEADDITIDNAI.RESTRTCITDIGTHATARENOTRECORDEDONTHISPLAT
THATMAYBEFQIAIDINTHEPUBLICRECORDSN THISCOUNTY.
PLAT BOOK __PAGE___'‘
SHEET_LOF .2.
VFCINITYMAP
T
NOTTOSCALE ‘
CLERKSCERTIFICATE
THISIS TO CERTIFYTHATTHIS PLATHASBEEN EXAMINEOANDAPPROVED,ANDTHAT IT
COMPLIESIN FORMWITHTHEREQUIREMENTSOF CHAPTER‘I77.FLORIDA.STATUTES.AND
SUBMITTEDTO MEFOR RECORDING.ANDIS RECORDEDIN PLAT BOOK PAGES
,_OFTHECURRENTPUBLICRECORDSOF DUVALCOUNTY.FLORIDA.
SIGNEDTHIS DAYOF ,M.,A.D..21322.
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DAYOF A.D..2OZ2.SIGNEDTHIS.,
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IN WITNESSTHEREOF.CHRISLAMBERTSON,MANAGEROF CAPECHARLESCDL.LLCA FLORIDALIMITED
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07 ,AD»2011 FLA.LICENSENu.Is 5154
..,BY:L..-,
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PRINT NAME;7
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SECTION 17,TOWNSHIP 2 SOUTH,RANGE29 EAST
A REPLATOF LOTS 9 THROUGH 11,BLOCK 9,DONNER'SREPLATAS RECORDED
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DRAFT3/31/2022
EXHIBIT”D”
DEDlCATlO|\L ADOPTION &RESERVATIONLANGUAGEFOR
PROPOSED REPLATS
Lambo's Place Unit 1 Replat
This is to certify Dutton lsland,PSL,LLC,a Floridalimited liabilitycompany,isthe lawful owner of the lands
described in the caption hereon known as Lambo's Place Unit 1 Replat,having caused the same to be
surveyed and subdivided.This Plat being made in accordance with said survey is hereby adopted as a true
and correct plat of those lands.
Owner reserves,and the City of Atlantic Beach confirms,a perpetual right and non—exclusiveeasement
for drainage over,upon,across and through Lot 5,for the benefit of Lots 1 through 4,so long as the first
fifty percent (50%)of stormwater attributable to such Lots 1 through 4 is contained and treated on such
Lots in compliance with City Ordinance,Section 24-68,as may be amended from time to time.
Lambo's Place Unit 2 Replat
This is to certify Cape Charles,CDL,LLC,a Florida limited liability company,is the lawful owner ofthe lands
described in the caption hereon known as Lambo‘s Place Unit 2 Replat,having caused the same to be
surveyed and subdivided.This Plat being made in accordance with said survey ishereby adopted as a true
and correct plat of those lands.
Owner irrevocably dedicates and grants a perpetual and exclusive easement to those lands delineated as
"20’Unobstructed Exclusive Easement"to the City of Atlantic Beach,for the public purposes of drainage
and collection and storage of stormwater,to construct and maintain permanent inlets,weirs,pipes,lines
and other equipment,as well as recreational,public access,park and trail purposes,over,across,upon
and through such lands,together with the right,easement,privilege and license to do all things necessary,
useful or convenient to effect and enjoy such lands for the purposes above—dedicated;subject to,the
reservation of Owner,confirmed bythe City,that —despite the exclusive occupancy and possession of the
City -the lands so dedicated shall remain attributable to the underlying Lots 6,7,8 and 9 for
comprehensive planning and zoning purposes relating to the minimum lot size/area,lot width/length,
setback/yard standards,lot coverage/impervious surface requirements and stormwater drainage
wall or fence,to be constructed of wood,aluminum,iron,resin or other like suitable to amaximumheightincompliancewiththeCity's Code of Ordinances,on the eastern boundary line of thededicated20'Easement Parcel lands.As to those lands located on the northernmost 7.5’of Lot 6 on which an existing drainage easement hasbeenconveyedtotheCityofAtlanticBeachbythatinstrumentrecordedatBook17408,Page 2453,O.R.DuvalCo.,the City grants to owner a revocable license to install walkways and pavers in such 7.5‘area,and to install HVAC equipment in the southern 2.5‘of said existing drainage easement,subject to lot01606605-2 Page I26 Agenda Item #8.D.09 May 2022Page 122 of 160
DRAFT3/31/2022
coverage/impervious surface and other requirements ofthe City's Code ofOrdinances,provided however,
Owner hereby agrees any and all such placed improvements shall be removed in order to accommodate
the City's repair,improvement or utilization of the area for drainage purposes,and which shall be
removed within twenty (20)days upon written request made by the City at the Owner's sole cost and
expense.
Further,Owner reserves,and the City confirms,a perpetual right and non~exc|usive easement for drainage
over,upon,across and through Lot 10,for the benefit of Lots 6 through 9,so long as the first fifty percent
(50%)of stormwater attributable to such Lots 6 through 9 is contained and treated on such Lots in
compliance with the City's Code of Ordinances,Section 24-68,as may be amended from time to time.
01506505»:Page I27 Agenda Item #8.D.09 May 2022Page 123 of 160
Francis Avenue
Drainage Acquisition
Agenda Item #8.D.09 May 2022Page 124 of 160
Drainage Acquisition Project
Project consists of the purchase and eventual improvement of
two lots off of Francis Ave where localized flooding exists
-Primary Goal
°Provide Additional Stormwater Storage Capacity in a
Drainage Basin that performs poorly
°Secondary Goals
°Provide Access to Existing COAB Parcel for
Maintenance
°New Pedestrian access between Simmons Rd and
Dutton Island Rd Agenda Item #8.D.09 May 2022Page 125 of 160
Agenda Item #8.D.09 May 2022Page 126 of 160
Francis Ave Area Drainage Basin
ia;‘E-‘a'r:L‘.‘
LOCAL DRAINAGE
BASIN BOUNDARY
IW
Agenda Item #8.D.09 May 2022Page 127 of 160
Francis Ave iAreaStormwater Nework
;,,:‘i‘u '.-,:_g A
aI|ab|e.vParche|six‘._
In Drainageway
Drainage Basin ‘
Boundary
Agenda Item #8.D.09 May 2022Page 128 of 160
Agenda Item #8.D.09 May 2022Page 129 of 160
Agenda Item #8.D.09 May 2022Page 130 of 160
-Parcels to be split off existing lots and are
55 Feet wide
-Parcel 1 Appraisal -$74,000
-Parcel 2 Appraisal -$106,000
_1.5;‘:FRANCISAVENUEIn:M..1 ...
°Asking Price —$175,000
-SW Fund Unrestricted Balance —$610,000
was3:‘
"“.".“"'summonsROAD'Agenda Item #8.D.09 May 2022Page 131 of 160
Page 132 of 160
CITY OF ATLANTIC BEACH
(TITY COIVIIVIISSION lVlEETlN(i
STAFF REl’()R’I‘
AGENDA ITI§l\’l:()r(l.N0.90-22v247 (REZN22»OOOl —(3fficial Zoning l\/lap
SUBMITTED BY:Alnancla Askew,Director of Planning,and Cornununity De
vel
op
nn
ent
TODAY’S DATE:April 27,2022
IVIEETING DATE:l\/lay 9,2022
BACKGROUND:
On April 25"‘Cornrnission approved on ?rst read the request (REZN22—OOOl)to arn
en
d
theofficial
zoning rnap for 275 Sail?sh Drive froth Residential,Single—Fa1niIy (RS—l),Residei1tial,Sin
gly
—
Far
nil
y
(RS—2),Residential,General,lVlulti—Fan1ily (RG—l\/I),and Colnlnercial Gene|‘al (CG)toResiden
tial,General,l\/lulti—Farnily (RG—l\/I).The applicant is seeking the rezoning to coine into coinp
lianc
e
withthe
current used (apartlnents/inulti—thmily)and the Future Land Use l\/lap (Fl_.Ul\/J)designation.
The subject properly was de
ve
lo
pe
d
asa32
unit apartinent coinplex i1975.This
property is located on th
e
eastsideof
Sail?sh Drive approxin-lately 400feetnorth
of/Xllantic Blvd.and is 1.89 a
c
re
s
insize.
The property is coxnprised often(10)
different platted lots.Seven (7)arewithin
the RS—2 zoning district,one (
1
)
islocatedin
the RS—l zoning district.o
ne
(1)iswithin
the RG—lVl Zoning district,an
d
one(1)parcel
is zoned CG.As a result.t
h
e
propertyis
considered “legally non—
confor|-
ning"
since
the only zoning district thatallo
ws
multie
family developrnent with th
re
e
(3)orlnore
units is R(_‘u—I\/l.Legal non—
confoI'
n1ing
uses,
such as this,are allowed tocontinue
(“grandfathered”)as is,how
ever
theyn-lay
not be relocated or expanded.1 uvjm A..,:...‘.c—.s.;;.flE§!ll—
The applicant has recently purchased the property
andisin
the process or renovating the apartrnent build
ings.
Thecity
,....._connnunicated to the applicant that the site isl-2|R31 R‘""""""""¥""r""""due to the nulnber ofrcsidential units.While property
can-R6 M R._".',._"".n,’G.,m_m,__""m_Fm"ib_continue to be used as is,any potential additi
ons (
iilcludi
ng
accessory structures)would not be allowed an
d
wou
ldrequire
a rezoning.The applicant has expressed th
e
desi
re
toadd
soxne outdoor ainenities (patio area with grills)howe
ver,
due
-RS-I Rvsirft-uliul..smgI.«-rmum
K (‘G (alm...»m'..I.o.»u.»m:Agenda Item #9.A.09 May 2022Page 133 of 160
to its non—confoi‘ining statutes this is not possible unless the pI'0])Ci1y is rezoned to RG—
lvl.
The applicant vvas approved for a FLUIVI
alnendincnt in 2021 to change the density
designation to Residential High (RH).
This pI'()pei'ly also had various land—use
designations that did not niatch the
current densities.This perrnits a total of
37 units on the site (1.89 acres X 20 units
per acre).The approved FLUl\/l
arnendirient in conjunction with a zoning
rnap arnendrnent to R(3-lVl would lnake
the existing nurrlber of residential units
(32)and residential use confoririing.
_|I I —I I _tH -‘Atlaiitic II—|ll
ANALYSIS
Pet‘Section 24-62(c)(2)of the Land
Developnient Code,the Corninunity
Developrnent Board shall “indicate the
relationship of the proposed rezoning to
the Cornpi-ehensive Plan for the City and
provide a ?nding that the requested
change in zoning is consistent with the
Coinprehensive Plan".The subject property request to change
_
R-=|?°M|-I I-ow D-n-My (RLI
the entire pi-openy to Residential,General,Multi—i=ami1y “°“’“"“°’"‘”°""‘““"“”""‘°'°
zoning district rnatches the appropriate FLUNI designation of I "°‘*"’°""""“°"'""'
__‘.___Seven (7)lo lourtesn (14)dwelling
unitsneracreResidentialHighDensity(RH)in the Coinprehensive s Plan -Rusldontlal High Densit
y
(RH)FLUM-em..."(157 in twenty (20)?v
...-msDarseie
Z Saltalr Bualnalu
—comm-rciai (cm)
The Coinniunity Development Board voted to recominend approval of rezoning applicationandthe
associated ordinance.
REQUIRED ACTION
Coinrnission recornrnended approval ofthe request on ?rs!read on April 25"‘and will n
e
e
d
toholda
second public hearing to consider the request and associated ordinance.
city commission,by ordinance,rnay arriend the official Zoning l\/lap designation or said proper
ty,
orit
may deny the request.In the case ofdenial,the city commission shall therea?er take no f
u
r
t
h
e
r
action
on another application for substantially the sanle proposal,on the san-ie property.until a
?
e
r
three
hundred sixty—?ve (365)days frorrl the date of the denial.
BUDGET:none
RECOlVll\/IENDATION:Review and vote on REZN22—OOOl and Ord.No.90-22-247
Agenda Item #9.A.09 May 2022Page 134 of 160
ATTACI-lNll7.NT(S):Ord.No.90-22-247
Cornxnunily Developrncnl Board (CDB)rninules
Application
REVIEWED BY crrv MANAGER:($5/Zs.Agenda Item #9.A.09 May 2022Page 135 of 160
ORDINANCE NO.90-22-247
AN ORDINANCE OF THE CITY OF ATLANTIC
BEACH,COUNTY OF DUVAL,STATE OF FLORIDA,
REZONING THOSE LANDS DESCRIBED IN
ATTACHED EXHIBIT A FROM RESIDENTIAL,
SINGLE—FAMILY (RS—1),RESIDENTIAL,SINGLE-
FAMILY (RS-2),RESIDENTIAL,GENERAL,MULTI-
FAMILY (RG-M)AND COMMERCIAL GENERAL
(CG)TO RESIDENTIAL,GENERAL,MULTI-FAMILY
(RG-M);PROVIDING FINDINGS OF FACT;
REQUIRING RECORDATION;AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS,the City Commission of the City of Atlantic Beach,Florida hereby ?nds that
the change in zoning classi?cation enacted by this Ordinance shall provide for orderly growth;
encourage the appropriate use of land;protect and conserve the value of property;prevent the
overcrowding of land;promote,protect and improve the health,safety,comfort,good order,
appearance,convenience,and general welfare of the public;and implement the goals and objectives
of the Comprehensive Plan;and
WHEREAS,the lands subject to this change inzoning classi?cation were largely developed
in 1975 prior to signi?cant changes to the Land Development Regulations and the Of?cial Zoning
Map;and
WHEREAS,the Community Development Board held a duly noticed public hearing on
March 15,2022,to consider this Ordinance,found it to be consistent with the City’s Comprehensive
Plan and voted to recommend that the City Commission approve this Ordinance;and
WHEREAS,the City Commission considered this Ordinance after proper public notice
and comments from staff and the public.
NOW,THEREFORE,BE IT ENACTED BY THE CITY COMMISSION ON
BEHALF OF THE PEOPLE OF THE CITY OF ATLANTIC BEACH,FLORIDA:
SECTION 1.Findings of Fact.The above recitals are hereby incorporated as Findings of Fact in
support of this Ordinance,and the City Commission ?nds as follows:
as set foith in Sections 24-51,24-62 and the Land Development Regulations.b.The proposed rezoning to Residential,General,Multi-Family (RG-M)is consistent with theFutureLandUseMapResidentialHighDensity(RH)designation and the goals,policiesandobjectivesoftheCity’s adopted Comprehensive Plan.c.All development within lands subject to this rezoning to Residential,General,Multi-Family(RG-M)and any future development shall be consistent with the zoning,subdivision,LandDevelopmentRegulationsandotherapplicableprovisionsoftheAtlanticBeachCodeofOrdinancespriortoissuanceoflocalpermitsauthorizingconstructionorsitealteration.Ordinance No.90-22-247 Agenda Item #9.A.09 May 2022Page 136 of 160
d.The zoning district classi?cation of Residential,General,Multi-Family (RG-M)is
consistent and compatible with the surrounding development and zoning districts in that
the adjoining properties to the east are designated Residential,General,Multi-Family
(RG—M)and Residential,General,(RS-2),properties to the north are Residential,
General,(RS-2)and Residential,General,(RS-1),properties to the west are Residential,
General,(RS-1)and Commercial General (CG),and properties to the south are
Commercial General (CG).
SECTION 2.Affected Properties.Pursuant to this change in zoning district designation procedure,
the zoning district classi?cation of those certain lands within the City of Atlantic Beach,as more
particularlydescribed in Exhibit A,attached hereto and made a part hereof,are hereby reclassi?ed
as Residential,General,Multi-Family (RG-M)from Residential,Single-Family (RS-1),
Residential,Single-Family(RS-2),Residential,General,Multi-Family (RG—M),and Commercial
General (CG).This reclassi?cation does not grant authority for any speci?c uses on said lands.
Any proposed use on said lands shall be reviewed and approvedin accordance with the provisions
of Chapter 24,Land Development Regulations.
SECTION 3.Zoning Map Revised.The Director of Planning and Community Development is
hereby directedto revise the of?cial Zoning Map of the City of Atlantic Beach to re?ect the change
in zoning classi?cation for those propertiesdescribedin Exhibit A from Residential,Single-Family
(RS-1),Residential,Single-Family (RS-2),Residential,General,Multi-Family (RG—M),and
Commercial General (CG)to Residential,General,Multi-Family (RG-M).
SECTION 4.Con?ict.All ordinances,resolutions,of?cial determinations or parts thereof
previously adoptedor entered by the City or any of its of?cials and in con?ict with this Ordinance
are repealed to the extent inconsistent herewith.
SECTION 5.Severability.If a Court of competent jurisdiction at any time ?nds any provision of
this Ordinance to be unlawful,illegal,or unenforceable,the offending provision shall be deemed
severable and removed from the remaining provisionsof this Ordinance which shall remain in full
force and intact.
SECTION 6.Effective Date.This ordinance shall take effect upon ?nal reading and approval.
PASSED by the City Commission on ?rst reading this 25”‘day of April,2022.
PASSED by the City Commission on second and ?nal reading this day of
,2022.
CITY OF ATLANTIC BEACHEllenGlasser,MayorOrdinanceNo.90-22-247 Agenda Item #9.A.09 May 2022Page 137 of 160
Attest:
Donna L.Bartle,City Clerk
Approved as to form and correctness:
Brenna M.Durden,City Attorney
Ordinance No.90-22-247 Agenda Item #9.A.09 May 2022Page 138 of 160
Exhibit A
The lands subject to this Ordinance No.90-22-247 changing their zoning district designation
from Residential,Single—Fa1nily(RS-1),Residential,Single-Family (RS-2),Residential,General,
Multi-Family (RG—M),and Commercial General (CG)to Residential,General,Multi-Family
(RG~M)shall be those described on the attachedsurvey.
Address RE Number Legal Description
275 Sail?sh Drive 170579-0010 See attached survey
Ordinance No.90-22-247 Agenda Item #9.A.09 May 2022Page 139 of 160
ALVA/NSPS Lnun nu:
mm»-
'2
Agenda Item #9.A.09 May 2022Page 140 of 160
IVIINUTES
Conununity Developlnenl Board (CDB)Nleeting
Tuesday,1V[arch I5,2022 —6:00 PIVI
Colnnlission Chanlber
Li da Lanier,Member
er Lagner.lvlelnb
K.k Hansen,CDB chair
Jame Nloyer.Member
Syl Simmons.l\/lclnbl-:l'
Jell Haynie.|\/Ienlher
Ellen Golombek.Member
Absen None
Also Preseni:Brenna Durden.City /\l\‘c)I'rlr:y (CA)
Amanda Askew:Plzlnnillg and Colnlnllnily I3c\'e|0plnI:nl (PCI)D)
Valerie Jones.Reeor ng Clerk
I.CALL TO ORDER AND ROLL CALL
2.APPl{OVAL OF NIINUTES
A.Approve minutes of the February 15.2022 regular n|eeKing theCovnmllnity
Development Board.
3.OLD BUSINESS
There vvas no old business.
4.NEVV BUSINESS
A.2337 Seminole Road ZVAR22-0004 (IVI -hnel Dunlap)
Request for a variance frorrl Section 24—68(b)(2)to reduce lhe requi
red
onesilestorage
ofslorlnwater at 2337 Selninc-Ie Road.
STAFF REPORT:Direeior Askew presented me inforlnzllion as e
x
p
l
a
i
n
e
d
inmesi-arr
repori.She also provided a PowerPoint presentation.
Mr.Haynie asked iruie 250 square rooi u-igger is one or the new addedin
2019.Direeior Askew said it was added in 2019 prior to the lnajor co
de
updateandis
directly related to reducing ?ooding and impervious surface area.Mr.Haynieasked
whal slrict eon-iplianee would look like.uireeior Askew said isalnalhelnali
calequationlookingai|I\c voll.ln1t:or stornlwater generated on site and that
volulne.she said dirterenl lnethods can be used depending how the storag
e
isdesigned.
soils and oiher eondiiions.Ms.siinmons asked if the applicanl wouldhavelo
accolnlnodate For the existing project and the addiiional 900 square fDirectorAskew
c nunity Bl:n1rd(cna)
NlnrcllIS.21122
PageIQF4
Agenda Item #9.A.09 May 2022Page 141 of 160
said there are 2 triggers:1)addition of 250 square feet and 2)the 50%market value of
the structure (not including the land),then you have to bring the entire site up to
compliance.Ms.Golombek asked if it was a ?at 250 square feet or if there was a
schedule.Director Askew said it was based on the 250 square feet alone.Ms.Durden
read the section of the code pertaining to this and further clari?ed it for the Board.
APPLICANT COMMENT:Michael Dunlap of 1120 22nd Avenue in Jacksonville
Beach introduced himself as the architect for the project.He explained some of the
history of the house and spoke highly of its unique architecture.Mr.Dunlap believed
there was suf?cient retention on the lot which is 1.3 acres.He explained that cost for
stormwater retention was a concern for the owner.
Ms.Simmons said she was concerned about the direction of the drainage after the new
construction.Mr.Dunlap said the existing conditions wouldn't change and there
currently isn't an issue with drainage.He con?rmed for Chair Hansen that this would be
an addition to the first unit and not an additional 4th unit.Mr.Dunlap explained that the
addition would be a mix of living area and a covered area with 8'overhangs.Mr.Haynie
asked if there were any other options considered that would meet the code.Mr.Dunlap
said this is the 2nd option they have considered.Mr.Moyer asked what the drainage
designer thought of this option.Mr.Dunlap said they were hoping for a favorable
outcome of the variance request so they didn't bring the drainage designer.
PUBLIC COMMENT:Chair Hansen openedthe ?oor to public comment.Ms.Durden
held the swearing in.Allen Wankat of 60 Seminole Landing Road introduced himself
as the neighbor to south.He said he currently experiences washout from the pool.Mr.
Wankat was concerned that the current swale would be covered up during construction.
Don Ford of 338 6th Street introducedhimself as project manager for the applicant.He
spoke in favor of the project and said he would not allow any additional run—offto any
adjacent properties.Sarah Bohr introduced herself as the applicant.She spoke about the
excellent drainage that the property has had during the past 26 years.
BOARD DISCUSSION:Mr.Dunlap confirmed for the Board that there are 3 units.
Ms.Lanier asked whether the swale would be ?lled in during construction.Mr.Dunlap
said they have a permit to put in 50 cubic yards east of the new deck which would ?ll
1/3 of the swale in.Ms.Durden con?rmed for Ms.Golombek that the property owner
can only ask for a retention exception one time and any future additions would have to
meet code.Ms.Lagner asked who calculates the retention and do they take right—of-
ways into consideration.Director Askew said Public Works does the calculations and it
is based on the boundaries of the property.She con?rmed for Ms.Simmons that the
existing swale is on the property.Ms.Lanier disclosed that the owner of the property is
supportHesaidthat he is concerned about the run—offthat the neighbor spoke of.Chair Hansensaidthatsincethereisawaytopreventfuturerun—offthen it should be done.Mr.Moyeraskedifthevariancewasapprovedandthenlatertherewasanissue,could the Citymandatethattheapplicant?x it.Mr.Haynie said he just didn't see a grounds under whichthecodeshouldn't be complied with.Ms.Simmons suggested grounds #1 but Mr.Haynie didn't think that had been proven.Ms.Durden added that if the variance isCommunityDevelopmentBoard(CDB)March 15,2022Page2of 4 Agenda Item #9.A.09 May 2022Page 142 of 160
app:-twcd lhc on-site stormwutc.-r reqtiireinent would go znvay.lvls.l.
?
g
l
\
suit!Ihcri:is
a code For 2:reason and lhcri:.
would cause her to zippro\/e the variance.lvls.
dc
in )dCl anyone.
not an engineering study and one x
x.Lanier asked ifthc arcll
ilecl
hadadditional
.n'tpt'CSt2I1i
€Ll
tlll
2 Dunlap said the sxwzile is in the center olilhe lot and vvnuldn't heub
le
toovcrlkwvlo
I le said the water coines offthc |'(vt)I'witl1 even distrib
ution.Mr.Dunlap
said the site is sand and il soaks up water very effectively creatingaretentionplan
naturally.N1 Bohr
the neighbor that expressed concern about run—off.
[W0 T10/V
ll/lulian.‘Je_f_/’Ilaynie
Seconll:Jenn ifer L uglier
Linda Lnnier 4grlinst
J all It [fer L rlgu er (Secan rlell B y)F or
Kirk Hllllsell For
Jtuues llloyer A gains!‘
S_1’l viu Sirunlons .4grIiIl I
Je_)]"Hn_1>I:ie (A/Iovetl By)For
Ellen Golornbek For
Mmion ptlsserl 4 m 3.
B.
aid that the building__-that she is Constructing iab
ou
t
75feetfroln
To DENY 7.VAR22—0()O4 due to there being no ;,_zrounds for
§UH '?lli?li»REZN22E?I@mi r El?n .9?FZ2c&’9'4
§?Fa.-111:):
Request for a rezoning of 275 Sailfish Drive (RE #170579-0010)F
R
OM
Residential,
Single Farnily [RS—1],Residential,Single Farnily (RS—2),Residential,General,Multi»
Family (RG—M),and Commercial General (CG)TO Residential,Ge
ner
al.
Multi-
Fan1ily[RG—M)(existing condition).
STAFF l{El’()RT:Director Askew presented the inforn-nation as inthestaff
report.She also provided a PovverPoint presentation.
APPLICANT CONIIVIENT:The sipplicanl vvas not present at this lll‘
I‘
le
butdidarrive
later.
B()ARD DISCUSSION:Chair Hansen asked ifthis was the next ste
p
towhattheBoard
has already approved in order to bring this property into colnpliance withtheFuture
Land Use l\/lap and Zoning District.He added that the owner is agreatjobor
Fixing the property up.lVlr.Haynie asked irit stayed the \vay it is t
h
e
n
wouldthattnean
that the owner couldn't expand or doing anything to the sti-nettu-e.Askewsaid
that was correct and would bring the zoning into cotnpliancc with FutureLandUse
Nlap designation and in-ake lhe existing use (mulmromily)eonrorming.
(ronununny Bnllrll((?DB)
Mmch15.2022
Page3of4
Agenda Item #9.A.09 May 2022Page 143 of 160
»-SII0~_A‘.Ia2B.Q.V:E Recalntnexlda?ictl""hr Commission ofRE-
ZN22e
0Km‘:
1Il|40Ii0II:Lillrltl Lnnier
Second:.le_[_”fHrLvnie
Linllrl Lrluier (l|4ave(I By)For
.Ienn1_‘fel'Lttguer For
Kirk Flunsen F01‘
Jrunes ll4o_ver For
.§_vIvia Sinnnons For
Je1'rHn_wn'e (Secolrtlerl By)For
Ellen Gololrrbek For
1H0IEf:H%;§E&7."?KQ
5 .REPO RTS
6.PUBLIC C()IVll\/IENT
There were no public coxnrnents.
7.ADJOURNMENT
There being no further discussion,Chair Hansen declared the rneeling adjour
ned
at6:50p.xn.
Atleslz
Arnanda Askew Kirk Hansen,Chair
Culnmllllily Board(CDB)
lVlnrI:hI5.1022
Page4nf4
Agenda Item #9.A.09 May 2022Page 144 of 160
REZONING APPLICATION FOR INTERNAL USEONLY
City of Atlantic Beach HLE "REZN
22—
0OO‘lCommunityDevelopmenrDepartment
800 Seminole Road Atlantic Beach,FL 32233 559030 zoning M
ap
Amendme
nt(P)904247-5800 CI $1 .O0O.C|O Text
APPLICANT INFORIVIATION
NAME EMAIL Jean@skyen(erprises.corn
ADDRE55 2300 Marsh Point Rd Suite 301 PHONE I’304.853.6801
CW‘!Negiune Beach STATE FL 2"’CODE 32256 CELL '‘407.217.3255
SITE INFORMATION
ADDRESS 275 Sailfish Drive East Atlantic Beach FL 32233
“:4 l1~2s2nE 7.0 sauna sEc I LOYS 530.531 To 592.Nw 1/2 sr CLOSED av um um.onus.
5UBD|V|5|0N as-nsu.ssanazu 31-:some PALMS unit an.tO‘l’17 a|.>(21.>r sec 35-zs-2wE Rzco am 3:4:-:94 BLOCK LOT
3 zones :RS-1,
LOT/PARCEL SIZE ZONING CODE E5,“,8‘"
°”°°"‘
""G°“°’“""”"'
:2 :42
COMPREHENSIVE PLAN FUTURE LAND use DESlGNAT|ON Residential General Mulli Family
REM 110579
REQUESTED PROV!IONS FROM WHICH WAIVER ls SOUGHT The existing apartment complex is Residential Ge
ner
al
Mulll Family and would like to bring it all up to code conforming lo the zoning district.
PROVIDE ALL OF THE FOLLOWING INFORIVIATION:
1 .The names and addresses of all owners of the subject property.
2.The existing and proposed zoning district of the subject property.(Requested Action)
3.A statement of special reasons and Justification to support the rezoning as requested.
4.The signature of each owner of the lands sought to be rezoned.
ATION PROVIDED ls CORRECT:Signature of Properly Owr1er(s)or Authoriz
ed
Agent
é’Jaan Bakkes 3/22
PRINT OR TVPE NAMESIGNATURE
SIGNATURE OF APPLICANT (21 PRINT OR TYPE NAME
Signed ago sworn before rne on this JL day of m.9512:by sraie of -
3 C0.v\Tbqk.\c:_A County or \5;V2
Identi?cation verified:Qf??nal/Lu l<.lr\¢z.g,2 A.r..
oamswomz clves @3243:.Vlrglnla Weaei K/?e?E‘;
‘_;.,§c(X4MlSS|0N#GGZ33893 No-ar gr-auue
es‘Mycomrnlsslon expires 2
Agenda Item #9.A.09 May 2022Page 145 of 160
Page 146 of 160
CITY OF ATLANTIC BEACH
C TY C()I\/ll\4ISSI()N I\/lEETIN(}
STAFF REl’()RT
AGEIVDA ITEIVI:\’\/AIV22-0002 (I964 Francis Avenue —\\/aivel‘For fence height)
\NAlV22—(J003 (1964 81.I980 Francis Ave.—vvaiver For sloI'ln\vater)
SUBJVIITTEI)BY:Arnantla Askew,Director ol'Planning and Cornlnunity [)
eTODAY’S DATE:April 27,2022
IVIEETING I)ATE:l\/lay 9.2022
BACKGROUND:The applicant,
Franklin Legal,PL,is representing the \property owner of l 964 Francis Avenue
(172 I 68-0000)and I980 F neis AVCDLIC ."mm"ISM“,“(L
(172:7 l -0000).1964 Francis Aventle is —
located on the nonheast corner oflhe Francis
Avenue and Simmons Road while 1980
Francis Avenue is located on the southwest /corner of the Francis Avenue and Dunon ‘Q70 3
Island Road East.These propenies are —u
separated by two (2)inulti—fan1ily hoines and S‘°""nVV?“°"was Eland—locked city owned property.Both
pi-openies are located in the Residential)
Gene :11,lVILllti—Farnily (R(3»1V[)zoning 55 ,5 75 .35
dist ct.The applicant is requesting two
sepai te waivers pursuant to Section 24-190
to s bdivide/replat the properties.The Simmons Rdsubdivision/replat application will go before ‘ltheCoinn1unityDeveloplneritBoard(CDB)1 d6t.on May 17"‘and then be heard at the June 13"‘'°p°
Se
'°°‘
City Connnission rneeling.
These vvaivers are in eonjunetion with an associated purchase sale agrcelnent and repl
at
lb!‘the
developwient ofthe property.
is a request to exceed the rnaxinuln-i Fence height For 21 srnall section of th
epropertyon
a corner lot at 1964 Francis Avelltie pursuant to Section 24»22l(d)under the subdivi
sion
andsite
improvement regulations to waive Section 24—l57(c)(l).Section 24-157(c)(1)states =orcornerlots
located on l'ights—oF—way that are ??y (50)feet of less in vvidth,no Fence,u/all or landscapi
ng
exceeding
foul‘(4)feet in height,shall be allowed within ten (10)feet of any lot line which abuts astreet
".
1964
Francis Avenue is located on the corner of Francis Avenue and Sinlrnons Road.The design
ated
sideyard
or this property is Sinunons Road.which has a thirty (30)foot righi or way width.applica
nt
is
Agenda Item #10.A.09 May 2022Page 147 of 160
proposing to build a 6—I'oot tall fence along the south properly line abutting the street.P
er
Section24-
157(c)(1).a 6—Foot tall Fence rnust be 10 feet from the side property line.
The applicant is requesting to build a 6—fout tall Fence only along the Siinons Street sid
e
frointheback
corner olithe house to the drainage easeincnt (area shovvn in red belovv).
I S |
FRANCISAVENUE
3::;
1>ur\'(:II/\'5r "
CIR/\Nr 0|’
)0 H x 17%ll
l;x(.t 1J‘.)IvI'
UIZAINAGF F'A‘EFMl~Nl
(|'l'N(IF Al L/\_r‘|
Pl‘A($l (7?I /\.‘~2l Ml Ml)
SIMMONS ROAD
CONCEPTUAL SITE PLAN
m.».w.m;mm ()2 run uuw
Proposed 6—foot
is a request to reduce the requ -ed on—site storrnwater retention by 50%f1964Francis
Avettlie and 1980 Francis Avenue.Since,this request is in conjunction with a future su
b
di
vi
si
o
n
ofthe
properties and is governed by Section 24—2I 1(d)and 24—2SI(e)the code allows th
e
waiverfor
subdivisions (Section 24—190).The waiver to Section 24-68 for reduction 0fon—site storr
nwater
isbeing
requested.Section 24-68 states,“Projects which do not exceed the ??y (50)percent thre
shol
d
described
in subsection (1)above,but increase the impervious surface on the developnnent parcel nwo
re
thantwo
hundred ?fty (250)square fee shall provide onsite storage of storrnwater for the i
n
c
r
e
a
s
e
inthe
iinpervious surface area only“.The property owner s proposing to build four (4)townhouse
s
oneachlot
(8 total townhoines).On—site storage of stormwatei is required for all irnpervious area o
n
ea
ch
lot.
Tradi ionally,the western portions of the 1964 and 1980 Francis Ave.serve as st
or
ni
vv
at
er
water
conveyance systern (swale)and stornwvater storage.Historically,with heavy rains or apa
ttern
ofrains
and higher ground water table.the swale will Fill and then water overflows out over the oftheswale.
Creating a storage area for these type of events.Agenda Item #10.A.09 May 2022Page 148 of 160
7 ss?x
''
sale property
35 ft x 125 H
sale property
,t\l
NI).
Uo.»—.....
DUTTON ISLAND ROAD EAST
Proposed 20 R x 125adrainageeasernent
1 964 Francis Avenue
Prnpoted
To\vnlIous¢=
PrunesTown use
*~I_7 FRANCISAVENUE
SIMMONS ROAD
TheI1,water store
dinthis
area until it abs
orbe
d
into
the ground.areaalso
provides storage forwaterthat
backs up furth
er
downstiearnlIthasbeenac
r
it
i
c
a
l
areafor
the total volu
rne
of
stonnwater inthisLAJQdrainagebasin.Thepropeny
E owner approac
hed
thecity
‘about piping thecurrent8drainages
w
al
e
forhis
E proposed deve
lopr
nent.
The
E city has con
cerns
thatthe
piping will n
ot
acco
mm
odat
e
the total volurne(theareathat
currently overfl
ovvs
thetopof
the swale)of storedon-
site during weteve
nts.
Injoint discussions between citystaff(city
manager,city engineer directorof
planning)and the d
e
v
el
o
p
er
weare
suggesting the pur
cha
se
ofthe
westerly portion of proper
ties
to
rnaintain the historical on-
site
storage
of storrnwater.The portions
are separated by a ownedland
locked parcel.The flowsthru
the city owned parcel tothewesterly
parcels owned by the d
e
v
el
o
p
er
.
This
drainage area serves amuchlarger
drainage area and hel
ps
relieve
drainage problelns to t
h
e
south.
The developer has a
g
r
e
e
d
tosellthe
westerly portion of theproperties
provided they can r
et
ai
n
50%of
required storrnwater forthenew
developnient.The d
e
v
e
l
o
p
e
r
will
provide 50%ofthe stormwater on—site and 50%of the stormwater would be captured on t
h
e
citiesnewly
purchased property.
stormwater storage o?fsite.
l\/lost residential properties developed prior to 201 9 had no onsite storniwater storage.
Therefore,they would need a waiver from Section 24-68 to thepartial
Ianeffonto
reduce local flooding and storrnwater runoffChapter 24 was updated in 2019 to add the r
e
q
u
i
r
e
r
n
e
n
t
for residential properties to provide on—site stormwater.Effective storrnwater management reduces
the amount of runoff and runoff pollution by slowing runoff and allowing it to soak inpriorto
Agenda Item #10.A.09 May 2022Page 149 of 160
discharge into the streets and/or slon-n1walcr syslerns.Lol coverage and slorrnwale
direct correlation.'I‘he higher the irnpelw/ious area (lot coverage)Ihe nwore slonnvvale
rhavea
Is
ge
ne
rat
ed
.
The proposed residential developed would not exceed the Inaxirnurn lot coverage (nmax.4
5
DUTTLIIN |SLAND ROAD EAST
—.—_—........":47.‘
u_.
3FlFl’gtPURCHASE4anm.....‘2’
4E
'=.L413<
-1.E
h ‘z’
:55 Fr x 125 F!’‘,4 ~g
PURCHASE ’
E’.
GRANT OFpnFYx :25 FT
EXCLUSIVE :1‘
DRAINAGE EASEMENT(FENCE AT EAST uiEDGEOFEASEMENT)._¥:
.._.._.,,...__.,.‘SIMMONS ROAD
CONCEPTUAL SITE PLAN
‘,5,-;=.,.,,nauuwa mm:02-09-232:Agenda Item #10.A.09 May 2022Page 150 of 160
VVAIVERS
Since the proposed waivers are rclatcd lo the subd‘'ision and (leveloprnenl oruic properly the\vaiver
process outlined in Section 24.190 IS the criteria used to dclennine the eligibility orihs
‘Flu:city connni ion shall not appruvc a w er unless it clelerlnines as lbllovvsz
(1)The particular physical conditions.shape or topography of the speci?c prop
er
ly
involved
causes an undue hardship to the applicant i the strict letter ofthe article i carried out.
(2)The grunti g ofthc \>V'<llV€l‘will not be I "u nus to the other adjacent property.
(3)'l‘he condi ns.upon vvhich a request For vvaiver are based.are peculiar to lhk:
properlyfor
vvhich the waiver is sought,are not generally applicable to other property and d
o
notresultfroin
actions oflhe applicant.
(4)The vvaiver is consistent vvith the intent and purpose oflhis chapter,the c:
0n1p
rehen
sivc
plan
and Iherequirc:n1e;'nts ofthis article.llithe city cunnnission approves a vvaiver.the con1n1i
ssionrnayattachsuchconditionstothewaiverasvvillensurethatthewaiverwillcoinplywit
h
thatintent
and purpose 01'this article.
BUD(i ET:None
RECOMMENDATION:Con-irnission to consider waiver WAlV22—OO02 &WAlV22-
0003
subject
to the conveyance oliwcstern portion ofthe property as associated with Resolution 22-35 theapproval
ofthe repl-at for both I964 and I980 Francis Avenue.
ATTACHlVlENT(S):waiver Hearing,Procedures
Application request
RE lTY ANAGER:
(E C s
Agenda Item #10.A.09 May 2022Page 151 of 160
SUBDIVISION REGULATIONS WAIVER Fan mrsnm
u
oTrr
Z-
cuss
o?fy
'€.§‘..‘.’.‘.’.'.‘.‘.:'::.‘$1.‘.‘..f.’;’.‘;:."Department “LE "‘(>00
soo seminoie Road Atlantic Beach,FL 32233 ZTZZT '\V/
fZ:
’L*
006%
Qm??.(P)9o4_247_58°o I 1 seam A
p
pl
ic
at
ion
Fee
APPLICANT INFORMATION
NANIE franklln Legal.PL
V 7 7 V W
EMAIL Frankl|nIegalpI@yahoo.com
ADDRESS {:24 Shgtter Aveingw V _V_7 __
PHONE #4 fl/a____7_7 __7__V_
crrv Jacksonville sch.
7 7
STATE FL ZIP cons 32250 CELL 49 97m_l—4§§-_2g9§r_W_m__iwi_
SITE INFORNIATION
7
ADDRESS 1954 Francis Street;1930 i=ranc 5tLeet.AtIa_n_ti5 Bch..FL 32233
sIlsted)SUBDIVISION Dor1rler‘s Replat,Plat BI:‘I95Pg.1 6,O.R.Duval Co.(Lots 9,10.1 ‘I,14-B1 1 5)BLOCK 9
7
RE!‘1721 637-OOOIE‘L72171 >000!)LOT/PARCEL SIZE .47 acre.’~36 acre Cmol)ZONING CODE RG-
IVI
INI
UIKI-
Far
nily)
COMPREHENSIVE PLAN FUTURE LAND USE DESIGNATION RHV Residential Hlgh Density
REQUESTED PROVISIONS FROM WHICH WAIVER IS SOUGHT 1)24—68(b),storrnv-later,as per.24—221 (d)Si 251 (e)
;
2)24-157(c)(1),fence
on now,as per 24—221 (i).Seeking 50%reduction for Lots AI-4&6-9 from 24—6E;seeking 6'fencing on portion 9an30‘now
PROVIDE ALL OF THEFOLLOWING INFORMATION:
1.Proof ofownersl-lip (deed or certi?cate by lawyer or abstract cornparly or title cornparly that veri?es record ofownerasabove.
2.survey and legal description of property.
3.irthe applicant is not the owner,provide a letter orauthorization from the owner(s)for applicant to represent theownerforall
purposes related to this application.
4.Please subrrllt a written request for the waiver stating the reasons for the waiver and the facts whlch supportthewalver.
CONDITIONS OF APPROVAL -The City Commission shall not approve a waiver unless It determines asfollows:
1 .The panlcular physical condl?aris,shape.or topography of Ihe speci?c property Involved causes undue hardship to appli
cant
iftheslrlcl
letter of the article is carried out.
2.The granting orthe waiver will not be injurious to the other adjacent property.
3.The conditions.upon which a request fora waiver are based,are peculia to the property for which the waiver is sought.arenotgenerally
applicable to other property and do not result from actions ofthe applicant.
4.The waiver is consistent with the intent and purposes of chapter 24 and the Comprehensive Plan.
I HEREBV CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Slgnature of Property Owner(s)or Aut
horl
ze
Agent
Ee.a——~’a 4/‘i’9
’
Z
Zs
’RE OF APPLICANT PRl PE i\?I;En In DA
SIGNATURE OF APPLICANT (2)PRINT OR TYPE NAME DA
T
ESignedandswornbeforemeonthis2/",day or I _
by state of _
County o
f
_
t
1
u
4
4
c
_
,
ldentl?catlon veri?ed:K {.5 _
oath sworn:|j Yes 13 No
SHERRI c.AUTRY
Exl=iREs.-Aprils 20 sBondBilI'IlruNo1ulyP.,_._
otary signature '.
My Corrlrnlssion expires ?r»(J
‘2Q22
1 75UBDIVISION REGULATION WAIVER 01.25.2020
Agenda Item #10.A.09 May 2022Page 152 of 160
FRANKLINLEGAL,PL
A Professional Law Firm
Timothy 3.Franklin,Esq.
7 April 2022
Attn:Ms.Amanda Askew,Director
Planning and Development Department
City of AtlanticBeach
800 Seminole Road —
AtlanticBeach,Florida32233
Re:Waiver Application -1964/1980 Francis Street
Dear Ms.Askew:
This letter accompanies and is a part of the attached application for waiver made pursuant to s.
24-190 ofthe City's Code.
Myauthority to ?le same on behalf of the owner(s)is attached as is proof of ownership,a survey
and legal description and delineating topography and existing drainage improvements important
to the application as well as a conceptual site plan.
The application requests a waiver from two (2)provisions of the City's Code:
1)A waiver from s.24-68(b)to allow for 50%of the normal on-site stormwater storage
required to be conveyed instead "off—site"so long as the first 50%of runoff is captured
and stored on-site,where these requirements are incorporated into article IV and
thereby authorized for subdivision waiver at s.24-221(d)and s.24-251 (e);and,
2)A waiver from s.24-157(c)to allow for a small section of 6'fencing on "lot 9"as shown
the attached site plan,where this requirement is incorporated into article IV by virtue
additional "improvement"ostensibly to be required by the explained hereinafter;both for the reasons set forth in more detail hereafter.Fundamentally,the need for the waivers devolves from the fact that the subject property islocatedsoutherlyofalargecon?uence of upland northern properties,and is a terminus andcollectorpointfortheconveyanceofstormwaterforsuchproperties,with an inlet and largepondingarealocatedonthewesternportionofthepropertyasshownonthesurvey.While the824ShatterAvenue,Jacksonville Beach,Florida 32250 —Tel.904-465-2208—FranklinLegaIPL@yahoo.com Agenda Item #10.A.09 May 2022Page 153 of 160
City currently owns the ponded area in the western middle portion shown on the ithas
no recorded interest in the part of the subject property located adjacent to the nort
h
andsouth
currently being utilized for stormwater collection and storage.
Rather than attempt to resolve the issue through other means at uncertain cost risk.the
owner has proposed to develop only a portion of the subject property and sell t
h
e
remaiing
westerly portions to the City for a sub-market price.all generally as shown on th
e
concept
ualsiteplan.Discussions thus far indicate the City is amenable to this option.
Nonetheless.because the normal application of the Code will require the owner t
o
acc
ou
nt
for
the existing baseline runoff accumulating on the subject property.some relief is ne
ed
ed
froms.
24-68(b)in order to reasonably develop the remaining portions of the property (i.e.lo
ts
1-4and
6-9 as shown on the site plan).The owner proposes to account for and store t
h
e
firstfifty
percent (50%)of runoff "on—site"and to allow the remainder 50%to drain to the lan
ds
propos
edtobesoldtotheCityandwhicharecurrentlyusedforthispurpose.
Moreover.discussions indicate the City may desire,in connection with purchase.torecont
ourandmakeotherimprovementstothestormwatercollectionlstoragefacltieswhichw
o
ul
d
allow
for the area to be used as a small park with trails/walks.This raises a need —on bo
th
"sides
"
so
to speak —for ample fencing to provide needed security/privacy on the one hand an
d
tofully
create a safe.park-like setting on the other.
However,due to the fact that Simmons Road (located to the south of the subject pro
per
ty)
is
only 30‘in width.a small section of fencing approximately 10'in width running dist
anc
e
of
approximately 20‘would need to be reduced to a height of 4'or less.The owner pr
op
os
es
to
resolve this practical acuity by grant of a waiver from the provisions of s.24-1 57(c)toallowfor
a small section of fencing to be erected to the same 6'height othenlvise intended.to
create a typical "backyard"area to connect up to the rear wall plane of the
townhome located on Lot 9 all as shown on the conceptual site plan.
It is not believed that either waiver would be injurious to other adjacent property b
u
t
wouldin
instead improve adjacent property and.In the case of drainage.may actually some
regional flooding issues through improvement to the collector pond area.It should clearalso
that the need for the waivers is peculiar to this particular case,is unlikely to arise e
l
s
e
in
the future and the applicant is not here seeking "forgiveness rather than permission."Finally.
the grant of a waiver under the circumstances would be consistent with the intent purpos
esofchapter24oftheCity‘s Code and its current Comprehensive Plan.
Applicant.on behalf of the owner.asks the City to grant the waivers in connectionw'ththe
overall plan for improvement and re—subdivision of the lands without any further co
nd
iti
on
or
requirement imposed all as requested.
Respectfu?y.
824 Shatter Avenue.Jacksonville Beach,Florida 32250 —Tel.904-485-2208 —FrankIInLegaIPL4@yahoo.com
Agenda Item #10.A.09 May 2022Page 154 of 160
23 March 2022
Attn:Ms.Amanda Askew,Director
Planning &Development Department
City of AtlanticBeach
800 Seminole Road
AtlanticBeach,Florida32233
Re:Authorization of Applicant and Agent -1980 Francis Project
To whom it May Concern:
The undersigned Manager of Dutton Island PSL,LLC,and Cape Charles CDL,LLC,hereby authorizes
FranklinLegal,PLI Tim Franklin,Esq.,to act as agent and applicant with regard to a waiver application,
purchase and sale agreement and plat application in connection with the property owned by the
companies being associated withthe 1980 Francis Street project,i.e.Lambo's Place Unit1 8.2 Replat,as
per priorcommunications and negotiations withthe Cityconceming same.
Christ pher D.Lambertson
STATEOF FLORIDA
COUNTYOF DUVAL
IS INSTRUMENT,being witnessed as set forthabove,was acknowledged before me by means
of:[]physical presence,or,[]online notarization,thisQ3 day Of(V\a:c.\32022,by Christopher D.
Lambertson,being identifiedto me as follows:
/
Personally Known:[/
Produced l.D.:‘Notary nature .
Type of l.D.:‘
2‘‘W L A
.Notary Printed ame
MyCommissionExpires:9/[SEAL]
\\‘\\P ‘91 Agenda Item #10.A.09 May 2022Page 155 of 160
Ffaieiity Nazism?Tisée irgsezrmzae Campaay
PROPERTYINFORMATION REPORT
Order No.:10274148
Customer Reference Number CLF-Lambo's Place Unit 1
Addressee:
Community Title,LLC
175 NW 138th Terrace,Suite 100
Newberry,FL 32669
352-331-0817
352-331-0818
Fidelity National Title Insurance Company has caused to be made a search of the Public Records of
Duval County,Florida,("Public Records"),from 08/18/2020,through 02/14/2022 5:00 PM,as to the
following described real property lying and being in the aforesaid County,to-wit:
Lot 14 and 15,Block 9,DONNER'SREPLAT,according to the map or plat thereof,as recorded in Plat
Book 19,Page(s)16,of the Public Records of Duval County,Florida.
As of the effective date of this Report,the apparent record Fee Simple title owner(s)to the above-
described real property is/are:
Dutton Island PSL,LLC,a Floridalimited liability company by virtue of that Quit-ClaimDeed recorded
in Of?clal Records Book 19334,Page 1871
The following liens against the said real property recorded in the aforesaid Public Records have been
found:
1.NOTE:2021 Real Property Taxes in the gross amount of $3,580.35 are Paid,under Tax I.D.No.
172171-0000.
Public Records shall be de?ned herein as those records currently established under the Florida Statutes
for the purpose of imparting constructive notice of matters relating to real property to purchasers for
value and without knowledge.
This Report shows only matters disclosed in the aforesaid Public Records,and it does not purport to
insure or guarantee the validity or sufficiency of any documents noted herein;nor have the contents
of any such documents been examined for references to other liens or encumbrances.This Report is
not to be construed as an opinion,warranty,or guarantee of title,or as a title insurance policy;and its
effective date shall be the date above speci?ed through which the Public Records were searched.This
Report is being provided for the use and bene?t of the Addressee(s)only,and it may not be used or
commitment or policy.This Report is not title insurance.Pursuant to 5.627.7843,Florida Statutes,the maximum liability oftheissuerofthispropertyinformationreportforerrorsoromissionsinthispropertyinformationreportislimitedtotheamountpaidforthispropertyinformationreport,and is further limited to theperson(s)expressly identi?ed by name in the property information report as the reclpient(s)of thepropertyinformationreport.Property Information Report Page 1 of 2 Agenda Item #10.A.09 May 2022Page 156 of 160
Order No.:10274148
Customer Reference Number CLF-Lambo's Place Unit 1
Fidelity National ‘?tle Insurance Company
(
Property Information Report Page 2 of 2 Agenda Item #10.A.09 May 2022Page 157 of 160
Fidelity National Title Insurance Company
PROPERTYINFORMATIONREPORT
Order No.:10274148
Customer Reference Number CLF—Lambo’s Place Unit 2 Replat
Addressee:
Community Title,LLC
175 NW138th Terrace,Suite 100
Newberry,FL 32669
352-331-0817
352-331-0818
Fidelity NationalTitle Insurance Company has caused to be made a search of the PublicRecordsof
Duval County,Florida,("Public Records"),from 03/26/2021,through 02/14/20225:00 PM,as to the
following described real property lying and being in the aforesaid County,to-wit:
Lot 9,10 and 11,Block 9,DONNER'SREPLAT,according to the map or plat thereof,as recorded in
Plat Book 19,Page(s)16,of the Public Records of Duval County,Florida.
As of the effective date of this Report,the apparent record Fee Simple title owner(s)to the above-
described real property is/are:
Cape Charles CDL,LLC,a Floridalimited liability company by virtue of that General Warranty Deed
recorded in Of?cial Records Book 19661,Page 2165
The following liens against the said real property recorded in the aforesaid Public Recordshave been
found:
1.NOTE:2021 Real Property Taxes in the gross amount of $4,348.67 are Paid,under Tax ID.No.
172168-0000.
PublicRecords shall be de?ned herein as those records currently established under the Florida
Statutes for the purpose of imparting constructive notice of matters relating to real property to
purchasers for value and without knowledge.
This Report shows only matters disclosed in the aforesaid Public Records,and it does not purport to
insure or guarantee the validity or sufficiency of any documents noted herein;nor have the contents
of any such documents been examined for references to other liens or encumbrances.This Report is
not to be construed as an opinion,warranty,or guarantee of title,or as a title insurance policy;and
its effective date shall be the date above speci?ed through which the Public Records were searched.
This Report is being provided for the use and bene?t of the Addressee(s)only,and it may not be used
or relied upon by any other party.This Report may not be used by a Fidelity NationalTitle Insurance
Company agent for the purpose of issuing a Fidelity NationalTitle Insurance Company title insurance
commitment or policy.
This Report is not title insurance.Pursuant to 5.627.7843,FloridaStatutes,the maximumliabilityof
property information
person(s)expressly identi?ed by name in the property information report aspropertyinformationreport.Fidelity National Title Insurance CompanyCm...?ificazjsswlCaseyMctgiiPropertyInformationReport Page 1 of 1 Agenda Item #10.A.09 May 2022Page 158 of 160
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LOT5 Agenda Item #10.A.09 May 2022Page 159 of 160
DUTTON ISLAND ROAD EAST
55 Fr’x 95’FT $2“
PURCHASE
FRAEJCISA\ENUEhusmnunmc:
n (.'Fcut£
vu at‘
35715 x’1725 l~:T|PURCHASE
_mucusAVENUE*'
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"'4 GRANT OF
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>EXCLUSIVE yyossrnyfge,/~\___,EASEMENTTr?cr-:AT EAST‘EDGEor EASEMENT).
—«\w‘-
SIMMONS ROAD
CONCEPTUAL SITE PLAN
DRAWING one 02-03-—2o22
Agenda Item #10.A.09 May 2022Page 160 of 160