HomeMy WebLinkAbout2005-251 1 t9 �
. DEVELOPER' S AGREEMENT BETWEEN
INDIAN RIVER COUNTY, FLORIDA -.2 o�
AND
RINKER MATERIALS OF FLORIDA, INC .
FOR
IMPROVEMENTS TO 53RD STREET,
DRAINAGE AND LANDSCAPING
THIS DEVELOPER' S AGREEMENT ("Agreement") is entered into this 19th day of
Jul y , 2005 , by and between INDIAN RIVER COUNTY, FLORIDA, a political
subdivision of the State of Florida, with offices located at 1840 25th Street, Verd Beach, Florida
32960, hereinafter referred to as "County" and RINKER MATERIALS OF FLORIDA, INC. , a
Florida corporation, with offices located at 1501 Belvedere Road, West Palm Beach, Florida
33406 , Attn : Don Beers, hereinafter referred to as "Developer" .
WITNESSETH :
WHEREAS , the Developer owns a parcel of property containing approximately 33 + acres
located on what will be named 53rd Street, which is located immediately west of the FEC Railway
right of way and which is legally described on Exhibit "A" attached hereto and inc rporated herein
by reference (the "Developer' s Property") ; and
WHEREAS , the Developer proposes to develop a portion of the Developer' s Property
("Phase I") along 53rd Street, (Indian River County Project Number SP-MA-04-06 -28/ 96020133 -
39577) which is legally described on Exhibit "B" attached hereto and incorporated herein by
reference (the "Developer' s Project") ; and shown on the sketch attached hereto as Exhibit "C" and
incorporated herein by reference with the balance of Developer' s Property being developed at a
later date ("Phase I1") ; and
WHEREAS , the County is planning to extend and pave 53rd Street as a 6 7 lane roadway
from King ' s Highway to US Highway 1 and Developer' s Project, both Phase I and Phase 11 will
impact the proposed roadway; and
1
WHEREAS , the County and Developer share mutual concerns with respect to future
roadway, and drainage requirements ; and
WHEREAS , both the County and Developer can assist each other through dot joint effort that
will provide for future roadway and drainage improvements .
NOW, THEREFORE , in consideration of the mutual terms, condi ions , promises,
covenants and premises hereinafter, the County and Developer agree as follows :
1 . The above recitals are affirmed as being true and correct and are thereby
incorporated herein.
2 . The Developer agrees to grant the County a twenty (20) foot wide non- exclusive
drainage easement located between the 53rd Street right-of-way and he North Relief
Canal for the future drainage requirements for the portion of 53rd Str et to be located
between the west right of way line of the FEC railway and the east right of way line
of Lateral "H" Canal (the " 53rd Street Section") and drainage watershed area south of
53rd Street as current drainage patterns exist, per Exhibit "D", attached hereto . The
non-exclusive easement shall include a portion of the existing ex avated lake on
Developer ' s Property together with the right to convey stormwa er, the right to
maintain drainage, and the right to maintain the existing outfall structure through the
existing thirty six (36) inch pipe located on Developer ' s Property as shown on the
sketch attached hereto as Exhibit "E" and incorporated herein by reference .
3 . The Parties agree that the Developer reserves the right to re-route or relocate the
foregoing Drainage Easement at Developer' s expense .
4 . The Developer agrees to pay the cost of construction of two lanes of 53d Street along
the project frontage, including earthwork (5000 cubic yards of f .11 , at a cost of
$25 , 000 max . ), twelve ( 12) inch stabilized subgrade, ten ( 10) inch limerock base,
two and one-half (2- 112 ) inches of asphalt, five- foot paved shoulders together with a
2
five- foot concrete sidewalk on the north side of the 53rd Street p oject along site
frontage . The total DEVELOPER' S contribution shall be $270 ,23 ( . 80 and shall be
paid to the COUNTY prior to release of the site plan for Phase I The COUNTY
agrees to pay the cost of two additional lanes . No traffic impact fee credit shall be
granted by the County for this contribution.
5 . Landscaping along the south property line of the Developer' s site will be installed
after 53rd Street is constructed.
6 . The County hereby approves the two (2) curb cuts shown on the plan attached hereto
as Exhibit "F" and incorporated herein by reference and agrees to provide a median
cut at the location of the curb cut servicing Developer ' s Projecl at the time of
construction of the 53rd Street along the project frontage . The ultirr ate construction
of the 53rd Street Section shall provide for left and right turning lanes into
Developer ' s Project (to be funded by the Developer) and shall provide for east and
west industrial traffic exiting Developer' s Project as shown on Exhibit "G" .
7 . The County approves Developer' s temporary access to 49th Street as shown on the
sketch attached hereto as Exhibit "H" and incorporated herein by reference and
agrees to grant Developer the right to cross the existing 53rd Street ri At of way.
Developer shall provide traffic control, as needed, including coordination of traffic
control during construction of 53rd Street.
8 . In the event of any litigation arising out of this Agreement, both parti s shall bear
their own attorneys ' fees and costs .
9 . No amendment, modification, change, or alteration of this Agreement shall be valid
or binding unless accomplished in writing and executed by all of theParties hereto .
10 . This Agreement shall be binding upon and inure to the benefit of the arties hereto
and their successors, and assigns .
3
11 . This Agreement contains the entire agreement and understanding between the
parties . No representation, statement, recital , undertaking, or promise not
specifically set forth herein shall be binding on any party hereto .
12 . Either party may assign this Agreement. This Agreement and all matters arising
hereunder shall be governed by and construed in accordance with the laws of the
State of Florida. Venue hereunder shall lie in Indian River County, Florida.
13 . This Agreement shall be deemed prepared jointly by each of the parties hereto and
shall be construed on parity as between the parties . There shall be no canon of
construction for or against any party by reason of the physical preparation of this
Agreement .
14 . Whenever the singular number is used in this Agreement and when required by the
context, the same shall include the plural ; and the masculine, feminine, and neuter
genders shall each include the others .
15 . COUNTY and DEVELOPER shall grant such further assurances and provide such
additional commercially reasonable documents as may be reasonably required by
one another from time to time, and cooperate fully with one another in order to carry
out the terms and conditions hereof and comply with the express intention of this
Agreement.
16 . Failure to insist upon strict compliance with any of the terms, coven ts , or
conditions herein shall not be deemed a waiver of such terms, covenants, or
conditions, nor shall any waiver or relinquishment of any right or po er at any other
times or times .
17 . All words, terms, and conditions contained herein are to be read in concert, each
with the other, and a provision contained under one paragraph may be considered to
be equally applicable under another in the interpretation of this Agrec ment .
4
18 . The words herein and hereof and words of similar import, without re erence to any
particular section or subdivision of this Agreement, refer to this Agreement as a
whole rather than to any particular section or subdivision hereof.
19 . In the event any term, condition, or clause of this Agreement is declared to be illegal
or unenforceable by a court of competent jurisdiction, such declaration of illegality
or unenforceability shall not affect or alter the legality or enforceabil ty of any
remaining term, condition, or clause hereof, provided of the parties, z s set forth in
this Agreement .
20 . This Agreement may be executed in any number of facsimile counterparts, which,
taken together, shall constitute collectively one Agreement .
21 . Each party hereto represents and warrants to the other that the execut ' on of this
Agreement and any other documents required or necessary to be executed pursuant
to the provisions hereof are valid, binding obligations and are enforceable in
accordance with their terms .
IN WITNESS WHEREOF, we have hereunto set our hands and seals the day first
above written.
BOARD OF COUNTY COMMSIONERS RINKER R S OF FLORIDA, INC .
IAN RIVER COUNTY, FLORID
S .
(Signature) (Signature)
Thornas S. Lowther, Chairman
(Printed name and title) (Pinte me and title)
Approved by BCC 07 - 19 - 2005 14000011
T -
ATTEST : �'
Jeffrey K. Zarton , Clerk of Circuit Court Witnessed by :
Deputy Clerk' (Printed name)
pyo d Form nd ,` , S 011ciency:
-_William G . ollins fl, ' County Attorney
J ph A . Baird , County Administrator
5
EXHIBIT "A"
LEGAL DESCRIPTION
A parcel of land situated in the Southeast One-Quarter of Section 15 , Township 32 South, Range
39 East, Indian River County, Fioriaa, Lying North of 53 `d Street right-oi way, East of Indian
River Farms Water Control District Lateral "H" Canal right-of-way South of Indian River Farms
Water Control District "North Relief Canal" right-of-way and West of the Florida East Coast
Railway right-of-way . Said parcel being more particularly described as follows Commencing
at the Southeast corner of Section 15 , Township 32 South, Range 39 East run North 89°48 ' 53 "
West along the South line of said Section 15 , a distance of 232 . 95 feet to the West right-of--way
line of the Florida East Coast Railway (a 100 . 00 feet wide right-of-way) ard the Point of
Beginning ; from said Point of Beginning continue North 89°48 ' 53 " West along said South line
of Section 15 , a distance of 1929 . 88 feet to the East right-of-way line of Indio River Farms
Water Control District Lateral "H" Canal (a 160 . 00 feet wide right-of-way) ; thence run North
26 °42 ' 44" West along said East right-of--way line a distance of 47 . 69 feet; thence run North
04 °44 ' 51 " West along said East right-of--way a distance of 957 . 08 feet to the South right-of--way
line of the Indian River Farms Water Control District "North Relief Canal" ' ght-of--way (a
250 . 00 feet wide right-of--way) ; thence run South 85 ° 30 ' 22" East along said South right-of--way
line; a distance of 1799 . 32 feet to the aforementioned West right-of--way line of the Florida East
Coast Railway; thence run South 15 °21 ' 44" East along said West right-of--way line, a distance of
893 . 59 feet to the Point of Beginning. Less and except the South 150 feet for 53 ` Street right-of-
way .
EXHIBIT " B "
LEGAL DESCRIPTION FOR PHASE I AREA :
A PARCEL OF LAND SITUATED INTHE SOUTHEASTOI� E — DARTER OF
COUNTY
SECTION 15 , TOWNSHIP 32 SOUTH , RANGE 39 EAST , INDIAN RIVER
, FLORIDA , LYING NORTH OF 53RD STREET RIGH — OF — WAl' ,
EAST OF INDIAN RIVER F,gRMIS WA rr- o
" ' ` r ,� �, , ROL DiS T RiCT LATERAL
HCANAL RIGHT — OF — WAY , SOUTH OF INDIAN RIVER FARMS WATER
CONTROL DISTRICT " NORTH RELIEF CANAL " RIGHT — OF — WAY AND
WEST OF THE FLORIDA EAST COAST RAILWAY RIGHT — OF — AY , SAID
PARCEL BEII'%�IG MORE PARTICULARLY DESCRIBED AS FOLL WS :
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 15 ,
TOWNSHIP 32 SOUTH , RANGE 39 EAST RUN NORTH 8908 ' 53 "
WEST ALONG THE SOUTH LINE OF SAID SECTION 15 A DISTANCE OF
232 . 95 FEET TO THE WEST RIGHT — OF — WAY LINE OF THE�
EAST COAST RAILWAY ( A 100 FEET WIDE RIGHT — OF — WAY ) rTHENDCE
RUN NORTH 15021 ' 44 WEST ALONG SAID WEST RIGHT - 0 — WAY A
DISTANCE OF 155 . 70 FEET TO THE INTERSECTION OF THE NORTH
RIGHT — OF — WAY OF 53rd STREET ( A 150 FEET WIDE RIGH — OF — WAY )
AND THE POINT OF BEGINNING ; FROM SAID POINT OF BEGINNING
RUN NORTH 89 ° x8 ' 53 " WEST ALONG SAID NORTH RIGHT — '0E — WAY
LINE A DISTANCE OF 652 . 41 FEET , THENCE DEPARTING SAID NORTH
RIGHT — OF — WAY LINE RUN NORTH 00 ° 08 ' 11 " WEST A DISTANCE OF
745 . 47 FEET TO THE SOUTH RIGHT — OF — WAY LINE OF THE INDIAN
RIVER FARMS WATER CONTROL DISTRICT " NORTH RELIEF CANAL "
RIGHT — OF — WAY ( A 250 FEET WIDE RIGHT — OF WAY ) ; THENCE RUN
SOUTH 85030 ' 22 " EAST ALONG SAID SOUTH RIGHT — OF — WAY LINE A
DISTANCE OF 460 . 12 FEET TO THE AFOREMENTIONED WES
RIGHT - OF - WAY LINE OF THE FLORIDA EAST COAST RAILWAY ;
THENCE RUN SOUTH 15 ° 21 ' 44 " EAST ALONG SAID WEST
RIGHT — OF — WAY LNE A DISTANCE OF 737 . 89 FEET TO THE POINT
OF BEGINNING .
SAID PARCEL LYING AND BEING IN INDIAN RIVER COUNTY F
CONTAINING 9 . 25 ACRES , MORE OR LESS . FLORIDA
SUBJECT TO ALL RESTRICTIONS , RESERVATIONS , ABANDONM NTS ,
EASEMENTS AND RIGHTS — OF — WAY OF RECORD .
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FORT PIERCE, FLORIDA 34981 EXHIBIT D
TERPENING, INC. (772) 464- 3537 CONCEPTUAL WATERSHED MAP
a State of Florida Board of Professional Engineers Authorization No. 4286
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SEE SHEET 1 OF 2 FOR SURVEYOR 'S
NOTES AND CERTIFICATIONS
I
CULPEPPER & Consulting Engineers • Land Surveyors
TERPENING , INC . 2980 South 25th Street • Ft. Pierce , FL 34981
(772) 64-3537 Fax (772) 464-9497
www.ct-eng .com
Sender's Email : dphill ips(i ct-end corn
July 11 , 2005 Job 03 -271
Permit Corr.
VIA : Fax (772) 778-9391
Original via Hand Delivery
Mr . James Davis , P . E .
Public Works Director
Indian River County
1840 250' Street
Vero Beach, FL 32960
RE : Rinker Vero North
Project No. 96020133 / Application No. 39577
Application File No. SP-MA-04-06-28
Revised Certified Engineer ' s Opinion of Probable Construction Cost
For a Portion of 53rd Street Improvements
Dear Mr. Davis :
Please accept this letter as our certified Engineer ' s Opinion of Probable Construction Cost for the portion of
53rd Street improvements as it relates to the above-referenced project. Upon the County ' s approval, the client
will escrow the funds for these improvements . Please contact me after your review so that we can forward the
information to the project attorney .
2 '/2" S -1 As halt* 7 , 760 SY $ 8 . 50 $ 655960 . 00
8 " Co uina Base 8 , 186 SY $ 10 . 50 $ 855953 . 00
12" Stabilized Sub ade 8 ,614 SY $3 .20 $27 ,, 564 . 80
12 " Stabilized Shoulder 3 ' 640 SY $3 . 20 $2 , 048 . 00
5 -foot wide Concrete Sidewalk ( 1 ,920 LF) 15070 SY $31 . 50 $33 , 705 . 00
Import Fill/Contribution ( 5 , 000 CY) 1 LS $2500 $2500 . 00
36 " RCP 300 LF $ 100 $ 30,000 . 00
Total 3270,230 , 80
* 53rd Street improvement costs were based upon two 12:foot wide travel lanes, one 5-foot paved shoulder, and a
S-foot wide concrete sidewalk, which is proposed to be located along the north right-of-way line. Costs also
include a left-turn lane, right-turn lane, and an acceleration lane as part of Rinker 's agreed cost
share
improvements.
P:\Proj-2003\03-271 Rinker Vero Nonh\Corr\LE77ERS\03271 •kafer-4. doc
Should you have any questions, please feel free to contact me directly at (772) 464-3537 , Ext. 216, or via email
at the address listed above .
Sincerely,
CULPEPPER & TERPENING, INC .
David L . Phillips , P . E.
Project Manager
Flori a Certification No . 58732
7/ ) I / d ,T
DLP :pw
cc : Don Beers, P .E . (via email)
Jim Davis, P . E . (via email)
Bruce Barken (via email)
Bill Debraal (via email)
P:\Proj-2003\03-271 Rinker Vero North\Corr\LE=RS\03271 -kafer-4.doc