2016-29455 Reso RESOLUTION NO. 2016-29455
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF
THE CITY OF MIAMI BEACH, FLORIDA, APPROVING A
PERPETUAL NON-EXCLUSIVE EASEMENT BETWEEN THE
CITY OF MIAMI BEACH ("CITY") AND THE STATE OF
FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"),
FOR THE PURPOSE OF CONSTRUCTING, INSTALLING AND
MAINTAINING DRAINAGE IMPROVEMENTS, INCLUDING BUT
NOT LIMITED TO, A PUMP STATION, DRAINAGE
STRUCTURES, ELECTRICAL PANELS AND AN OUTFALL
ALONG 29TH STREET AND ALTON ROAD, A COPY OF THE
EASEMENT AGREEMENT IS ATTACHED HERETO AS
EXHIBIT 1.
WHEREAS, State of Florida Department of Transportation ("FDOT") is proposing to
reconstruct Alton Road from Michigan Avenue to 43rd Street; and
WHEREAS, the City of Miami Beach is the owner of the public right-of-way along a
portion of Alton Road and 29th Street from Alton Road to the west; and
WHEREAS, as part of this project, FDOT intends to install a pump station along the west
side of Alton Road and a drainage system along the south side of 29th Street with an outfall to
the bay;
WHEREAS, FDOT has modified the easement to avoid the existing trees and vegetation
to the maximum extent practicable; and
WHEREAS, the City desires to enter into the attached Easement Agreement with•FDOT.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
approve a perpetual easement between the City and the State of Florida Department Of
Transportation ("FDOT"), for the purpose of constructing, installing and maintaining drainage
improvements, including but not limited to a pump station, drainage structures, electrical panels
and an outfall along 29th Street and Alton Road, a copy of the easement agreement is attached
hereto as Exhibit 1.
PASSED and ADOPTED this Fj day of June, 2016. , Vii'..
ATTEST: .. .
. / .
. .,_
_ Philip Levi" a ,P'r
3c u e 13, 2a 14•, z
Raf el nado, City Clerk >�` '
APPROVED AS TO
��P0. ... �,q i�iv, � APPRO
� . FORM&LANGUAGE .
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07-PE.13
Exhibit 1
This instrument prepared by,
or under the direction of,
Alicia Trujillo, Esq.
District Six Chief Counsel
State of Florida
Department of Transportation
1000 N.W. 111`t'Avenue Parcel No. : 800.1R(3-15-2016)
Miami, Florida 33172 Item/Segment No. : 429193-1
December 18, 2015 -EV Managing District : 6
PERPETUAL EASEMENT
THIS EASEMENT Made the day of May,2016,by THE CITY OF MIAMI BEACH,a municipality
of the State of Florida, Grantor, to the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, its
successors and assigns, Grantee.
WITNES SETH: That the Grantor for and in consideration of the sum of One Dollar and other valuable
considerations paid,the receipt and sufficiency of which is hereby acknowledged,hereby grants unto the Grantee,its
successors and assigns, a perpetual easement for the purpose of constructing, installing and maintaining drainage
improvements, including but not limited to, a pump station,drainage structures,electrical panels and an outfall, in,
over,under, upon and through the following described land in Miami-Dade County,Florida,viz:
PARCEL 800 FIN.No.429193-1
A portion of State Road 907 (Alton Road)as shown on the Right of Way Map for State Road 907, Section 87037-
2507, dated 03-14-1990 and a portion of West 29th Street as shown AMENDED PLAT OF SUNSET LAKE
SUBDIVISION as recorded in Plat Book 8,at Page 52 of the Public Records of Miami-Dade County,Florida,being
more particularly described as follows:
COMMENCE at the intersection of the Baseline of State Road 907 (Alton Road) with the centerline of West 29th
Street as shown on the said Right of Way Map for State Road 907; THENCE South 88°10'24" West, along said
centerline of West 29th Street, a distance of 798.61 feet; THENCE South 01°49'36"East, at right angles to the last
described course,a distance of 2.21 feet to the POINT OF BEGINNING;THENCE North 87°45'53"East,a distance
of 143.52 feet;THENCE North 88°05'31"East,a distance of 190.78 feet;THENCE North 87°45'11"East,a distance
of 127.76 feet;THENCE North 89°52'55"East,a distance of 65.31 feet;THENCE North 87°00'27"East,a distance of
27.96 feet; THENCE North 88°06'50"East,a distance of 90.35 feet; THENCE North'52°07'32"East, a distance of
72.97 feet to the point of intersection with a circular curve concave to the Northeast,having as its elements a radius of
24.36 feet,a central angle of 25°23'13",and a chord bearing of North 08°25'22"West;THENCE Northerly,along the
arc of said curve for an arc distance of 10.79 feet;THENCE North 00°03'31"East,a distance of 7.83 feet to the point
of intersection with a circular curve concave to the Southeast,having as its elements,a radius of 316.95 feet,a central
angle of 11°54'07",and a chord bearing of North 05°27'12"East;THENCE Northeasterly,along the arc of said curve,
a distance of 65.84 feet to the point of intersection with a circular curve to the Southeast,having as its elements, a
radius of 448.49 feet, a central angle of 08°24'13", and a chord bearing of North 14°29'10" East; THENCE
1 of 8
Northeasterly,along the arc of said curve for an arc distance of 65.78 feet;THENCE North 21°27'39"East,a distance
of 12.27 feet to the point of intersection with a circular curve concave to the Southeast,having as its elements,a radius
of 351.34 feet, a central angle of 11°53'15",and a chord bearing of North 29°23'44"East;THENCE Northeasterly,
along the arc of said curve for an arc distance of 72.90 feet to the point of intersection with a circular curve concave to
the Southeast, having as its elements, a radius of 475.25 feet, a central angle of 08°02'56", and a chord bearing of
North 37°54'03"East;THENCE Northeasterly,along the arc of said curve for an arc distance of 66.76 feet;THENCE
North 39°53'52" East, a distance of 11.21 feet to the point of intersection with a circular curve concave to the
Northwest,having as its elements,a radius of 123:56 feet,a central angle of 14°02'11",and a chord bearing of North
37°45'50"East;THENCE Northeasterly,along the arc of said curve for an arc distance of 30.27 feet to a point on the
Westerly Right of Way line of said State Road 907(Alton Road),also being the point of intersection with a circular
curve concave to the Southeast, having as its elements, a radius of 966:58 feet, a central angle of 19°57'22", and a
chord bearing of South 14°05'01"West;THENCE Southwesterly and Southerly,along said Westerly Right of Way
line of said State Road 907,along the arc of said curve for an arc distance of 336.66 feet;THENCE South 87°54'22"
West, a distance of 21.74 feet; THENCE North 03°00'42"West,a distance of 2.47 feet;THENCE South 87°34'20"
West, a distance of 5.17 feet to the point of intersection with a circular curve concave to the Northeast,having as its
elements,a radius of 25.20 feet,a central angle of 20°25'28",and a chord bearing of North 70°22'57"West;THENCE
Northwesterly,along the arc of said curve for an arc distance of 8.98 feet;THENCE North 57°31'09"West,a distance
of 5.38 feet;THENCE South 52°07'32"West,a distance of 75.76 feet;THENCE South 88°06'47"West,a distance of
94.25 feet;THENCE South 87°01'34"West,a distance of 28.29 feet;THENCE South 89°53'11"West,a distance of
65.06 feet;THENCE South 87°45'48"West,a distance of 127.92 feet;THENCE South 88°05'14"West,a distance of
188.44 feet;THENCE South 87°50'05"West,a distance of 117.92 feet;THENCE South 02°01'12"East,a distance of
21.13 feet;THENCE South 88°10'24"West,a distance of 51.13 feet;THENCE North 01°44'15"West,a distance of
20.46 feet;THENCE North 87°25'31"East,a distance of 23.50 feet;THENCE North 02°34'29"West,a distance of
12.02 feet to the POINT OF BEGINNING.
All of the foregoing lying in Section 27, Township 53 South, Range 42 East, City of Miami Beach, Miami-Dade
County,Florida and containing 22,933 square feet(or 0.526 acres), more or less.
IV/XN/12/15/2015
Biscayne Engineering Company, Inc. LB 0129
AS SHOWN ON EXHIBIT"A",ATTACHED HERETO AND TO BE MADE A PART HEREOF
Any other uses permitted by Grantor within the easement area shall not be inconsistent with the
rights granted hereunder,nor impede the use of the area by Grantee in accordance with the uses authorized
hereunder.
TO HAVE AND TO HOLD the same unto said Grantee,its successors and assigns forever,and the Grantor
will defend the title to said lands against all persons claiming by, through or under said Grantor.
2 of 8
IN WITNESS WHEREOF,the said Grantor has caused these presents to be executed in its name by its Mayor,
and its seal to be hereto affixed, attested by its City Clerk, the date first above written.
ATTEST: THE CITY OF MIAMI BEACH
Its City Clerk
By
Its Mayor
Address
APPROVED AS TO
FORM & LANGUAGE
STATE OF FLORIDA &FOR EX CUTION
COUNTY OF C f<v� �' ( ( '
City Attorney p9.6 Date
The foregoing instrument was acknowledged before me this day of 20 ,
by , Mayor, who is personally known to me or who has produced
as identification.
(Signature of person taking acknowledgment)
(Type,print or stamp name under signature)
Title or rank and serial number,if any:
3 of 8
_ EXHIBIT "A"
GENERAL NOTES:
LEGEND:
- THIS IS NOT A SURVEY. ft - Baseline
- Right of Way lines,-Survey Baseline, and centerline C.B. - Chord Bearing
of West 29th Street information was provided by �Q - Centerline
FDOT in Microstation format. Biscayne Engineering - Parcel Identification
was instructed by FDOT to use said information for Number
this sketch preparation. A - Delta
- Bearings shown hereon are relative to the centerline EXIST. - Existing
of West.29th Street, having a bearing of South F.D.O.T. Florida Department
88°10'24" West. of Transportation
- Stations and Offsets are relative to the centerline of F.E.C. - Florida East Coast
West.29th Street and Survey Baseline of S.R. 907 F.P. - Financial Project
IAtton Road).. L -Length
- Bearings and distances are calculated unless rd- City of Miami Monument Line
otherwise noted. NO: - Number
- Additions and/or deletions to survey maps,.sketches O.R.B. - Official Records Book
or reports by any party other than the signing party P.B. - Plat Book
are prohibited without the written consent of the PG. - Page
signing party. P.O:B. - Point of Beginning.
- Biscayne Engineering Company. Inc. has not P.O.C. - Point of Commencement
reviewed Title Search in connection with this sketch R - Radius
preparation. Biscayne Engineering has.only performed RGE. - Range
a limited research via Miami-Dade County Property R.R. Railroad
Appraiser Website. RT - Right
- Biscayne Engineering Company, Inc. Order No. R/W - Right-of-Way
03-85145, Drawing No. 2229-55-03: SEC. - Section
- Not valid without the signature and the original S.R. - State Road
raised,seal of Florida Licensed Surveyor: and'Mapper: STA. Station
- This document consists of six (6) sheets and shall T.B. Tangent Bearing
not be considered full, valid; and complete unless TWP. - Township
each sheet is attached to the other.; LT Left Turn
S.F.W.M.D. - South Florida,Water
Management.District
410. ;1•,::9)','e ..)
i. l- j: a
Ci� �2.71C4 .4 is
MIKE.J. BARTHOLOMEW DATE
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA UCENSE NO. 5666
BISCAYNE ENGINEERING COMPANY, INC.
529 W. FLAGLER ST, MIAMI, FL 33130, TEL. 305.324.7671
CERTIFICATE OF AUTHORIZATION No. 0129
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
ST ATE ROAD NO. 907 MIAMI-DADE COUNTY 1
I.
,' I DA.rz PREPARED CT:I� R CAY Ea CTIVTG M.MC.Wm DATA SOURCE:
puma'rRM MAO
M.301.12.Earl. .. SEE:GENERAL NOTES
'r DRAWN i LG. 12/15 - r-
CHECKED I i.v. 121„ F.P. NO. 42.9193-1-52-01 SECTION 87037 I SHEET 1 OF 5
i
4 of 8
EXHIBIT "A"
EE
LEGAL DESCRIPTION PARCEL 800
A portion of State Road 907 (Alton Road) as shown on the Right of Way Map for State Road 907,
Section 87037-2507, dated 03-14-1990 and a portion of West 29th Street as shown AMENDED PLAT OF
SUNSET LAKE SUBDIVISION as recorded in Plat Book 8, at Page 52 of the Public Records of Miami-Dade
County, Florida, being more particularly described as follows:
COMMENCE at the intersection of the Baseline of State Road 907 (Alton Road) with the centerline of
West 29th Street as shown on the said Right of Way Map for State Road 907; THENCE South 88°10'24"
West, along said centerline of West 29th Street, a distance of 798.61 feet; THENCE South 01°49'36"
East, at right angles to the last described course, a distance of 2.21 feet to the POINT OF BEGINNING;
THENCE North 87°45'53" East, a distance of 143.52 feet; THENCE North 88°05'31" East, a distance of
190.78 feet; THENCE North 87°45'11" East, a distance of 127.76 feet; THENCE North 89°52'55" East, a
distance of 65.31 feet; THENCE North 87°00'27" East, a distance of 27.96 feet; THENCE North 88°06'50"
East, a distance of 90.35 feet; THENCE North 52°07'32" East, a distance of 72.97 feet to the point of
intersection with a circular curve concave to the Northeast, having as its elements a radius of 24.36
feet, a central angle of 25°23'13", and a chord bearing of North 08°25'22" West; THENCE Northerly,
along the arc of said curve for an arc distance of 10.79 feet; THENCE North 00°03'31" East, a distance
of 7.83 feet to the point of intersection with a circular curve concave to the Southeast, having as its
elements, a radius of 316.95 feet, a central angle of 11°54'07", and a chord bearing of North 05°27'12"
East; THENCE Northeasterly, along the arc of said curve, a distance of 65.84 feet to the point of
intersection with a circular curve to the Southeast , having as its elements, a radius of 448.49 feet, a
central angle of 08°24'13", and a chord bearing of North 14°29'10" East; THENCE Northeasterly, along
the arc of said curve for an arc distance of 65.78 feet; THENCE North 21°27'39" East, a distance of
12.27 feet to the point of intersection with a circular curve concave to the Southeast, having as its
elements, a radius of 351.34 feet, a central angle of 11°53'15", and a chord bearing of North 29°23'44"
East; THENCE Northeasterly, along the arc of said curve for an arc distance of 72.90 feet to the point
of Intersection with a circular curve concave to the Southeast, having as its elements, a radius of
475.25 feet, a central angle of 08°02'56", and a chord bearing of North 37°54'03" East; THENCE
Northeasterly, along the arc of said curve for an arc distance of 66.76 feet; THENCE North 39°53'52"
East, a distance of 11.21 feet to the point of intersection with a circular curve concave to the
Northwest, having as its elements, a radius of 123.56 feet, a central angle of 14°02'11", and a chord
bearing of North 37°45'50" East; THENCE Northeasterly, along the arc of said curve for an arc distance
of 30.27 feet to a point on the Westerly Right of Way line of said State Road 907 (Alton Road), also
being the point of intersection with a circular curve concave to the Southeast, having as its elements,
a radius of 966.58 feet, a central angle of 19°57'22", and a chord bearing of South 14°05'01" West;
THENCE Southwesterly and Southerly, along said Westerly Right of Way line of said State Road 907,
along the arc of said curve for an arc distance of 336.66 feet; THENCE South 87°54'22" West, a
distance of 21.74 feet; THENCE North 03°00'42" West, a distance of 2.47 feet; THENCE South 87°34'20"
West, a distance of 5.17 feet to the point of intersection with a circular curve concave to the Northeast,
having as its elements, a radius of 25.20 feet, a central angle of 20°25'28", and a chord bearing of
North 70°22'57" West; THENCE Northwesterly, along the arc of said curve for an arc distance of 8.98
feet; THENCE North 57°31'09" West, a distance of 5.38 feet; THENCE South 52°07'32" West, a distance
of 75.76 feet; THENCE South 88° 06'47" West, a distance of 94.25 feet; THENCE South 87°01'34" West,
a distance of 28.29 feet; THENCE South 89°53'11" West, a distance of 65.06 feet; THENCE South
87°45'48" West, a distance of 127.92 feet; THENCE South 88°05'14" West, a distance of 188.44 feet;
THENCE South 87°50'05" West, a distance of 117.92 feet; THENCE South 02°01'12" East, a distance of
21.13 feet; THENCE South 88°10'24" West, a distance of 51.13 feet; THENCE North 01°44'15" West, a
distance of 20.46 feet; THENCE North 87°25'31" East, a distance of 23.50 feet; THENCE North 02°34'29"
West, a distance of 12.02 feet to the POINT OF BEGINNING.
All of the foregoing lying In Section 27, Township 53 South, Range 42 East, City of Miami Beach,
Miami-Dade County, Florida and containing 22,933 square feet (or 0.526 acres), more or less.
THIS IS NOT A SURVEY
FLORIDA DEPARTMENT OF TRANSPORTATION
SKETCH TO ACCOMPANY LEGAL DESCRIPTION
STATE ROAD NO. 907 MIAMI-DADE COUNTY
BY DATE PREPARED BY:RRCA,PE ENO:MA x6 TO TAG LB0119 DATA SOURCE:
!b W�U°D R.
ar r t 33130 SEE GENERAL NOTES
DRAWN I.G. 12/19 rD..3os '1H11
CHECKED I.V. 12/15 F.P. NO. 429I93-1-52.01 SECTION 87037 SHEET2 OF5
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COMMISSION ITEM SUMMARY
Condensed Title:
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH,
FLORIDA, APPROVING A PERPETUAL NON-EXCLUSIVE EASEMENT BETWEEN THE CITY OF
MIAMI BEACH ("CITY") AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
("FDOT"),FOR THE PURPOSE OF CONSTRUCTING, INSTALLING AND MAINTAINING DRAINAGE
IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, A PUMP STATION, DRAINAGE
STRUCTURES, ELECTRICAL PANELS AND AN OUTFALL ALONG 29TH STREET AND ALTON
ROAD,A COPY OF THE EASEMENT IS ATTACHED HERETO AS EXHIBIT 1.
Key Intended Outcome Supported:
Ensure reliable stormwater management and resiliency against flooding by implementing select short
and long-term solutions including addressing sea level rise.
Supporting Data (Surveys, Environmental Scan, etc.): N/A
Item Summary/Recommendation:
The Florida Department of Transportation (FDOT) is planning to reconstruct Alton Road/SR 907 from
Michigan Avenue to 43rd Street (Project). Construction is scheduled to begin in November 2020. The
Project will include roadway reconstruction,drainage improvements including storm water pump stations,
intersection improvements, milling and resurfacing,adjustment of valves and manholes,sidewalk and curb
ramps, signage, pavement markings and signalization. One of the storm water pumping stations is
proposed in the median between existing Alton Road and old Alton Road north of 29th Street.
The storm water pump station at this location is within public right-of-way under the City's jurisdiction. The
storm sewer system will extend west from this location along the south side of 29th Street to the bay. At the
bay, an outfall and seawall will be constructed.
FDOT is requesting a perpetual easement to work in the City's right-of-way to construct this portion of the
project. This easement will still allow the City to have full access to the right-of-way as long as it does not
interfere with the operation of the pump station and storm sewer system.
This easement is approximately 12 feet wide by the length of 29th Street from Alton Road to the east and
for the proposed pump station, an area between Old Alton Road and New Alton Road north of 29th Street
reduced to avoid the existing trees and vegetation to the maximum extent practicable.The entire easement
contains 22,933 square feet(0.526 acres) more or less.
THE ADMINISTRATION RECOMMENDS APPROVING THE RESOLUTION.
Advisory Board Recommendation:
N/A
Financial Information:
Source of Amount Account
Funds: 1
2
3
OBPI _ Total
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Bruce Mowry, City Engineer, x. 6565
Sign-Offs:
Department ''' =,A+s r Assistant Cit Manager City ;/, ager
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T:\AGENDA\2016\June\PUBLIC WORKS\FDOT-Alton Road PS 1 -Summary.docx
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MIAMEBEACH AGENDA ITEM Sir
DATE (9'7,'(4
® MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139,www.miamibeachfl.gov
MEMO# COMMISSI•N MEMORANDUM
TO: Mayor Philip Levine and Members 1� the City Co mission
FROM: Jimmy Morales, City Manager
DATE: June 8, 2016
SUBJECT: A RESOLUTION OF THE MAYOR ND CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA, APPROVING A PERPETUAL NON-EXCLUSIVE EASEMENT
BETWEEN THE CITY OF MIAMI BEACH ("CITY") AND THE STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION ("FDOT"), FOR THE PURPOSE OF
CONSTRUCTING, INSTALLING AND MAINTAINING DRAINAGE IMPROVEMENTS,
INCLUDING BUT NOT LIMITED TO, A PUMP STATION, DRAINAGE STRUCTURES,
ELECTRICAL PANELS AND AN OUTFALL ALONG 29TH STREET AND ALTON ROAD,
A COPY OF THE EASEMENT IS ATTACHED HERETO AS EXHIBIT 1.
ADMINISTRATION RECOMMENDATION
The Administration recommends adopting the Resolution.
BACKGROUND
The Florida Department of Transportation (FDOT) is planning to reconstruct Alton Road/SR 907
from Michigan Avenue to 43rd Street (Project). Construction is scheduled to begin in November
2020. The Project will include roadway reconstruction, drainage improvements including storm
water pump stations, intersection improvements, milling and resurfacing, adjustment of numerous
valves and manholes, sidewalk and curb ramps, signage, pavement markings and signalization.
One of the storm water pumping stations is proposed in the median between existing Alton Road
and Old Alton Road, north of 29th Street. The storm water pump station at this location is within
public right-of-way under the City's jurisdiction. The storm sewer system will extend west from this
location along the south side of 29th Street to the bay. At the bay, an outfall and seawall will be
constructed.
ANALYSIS
FDOT is requesting a perpetual easement to work in the City's right-of-way to construct the portion
of the project on 29th Street. This easement will still allow the City to have full access to the right-of-
way as long as it does not interfere with the operation of the pump station and storm sewer system.
This easement is approximately 12 feet wide by the length of 29th Street from Alton Road to the east
and for the proposed pump station, an area between Old Alton Road and New Alton Road north of
29th Street reduced in size to avoid the existing trees and vegetation to the maximum extent
practicable. The entire easement contains 22,933 square feet (0.526 acres) more or less.
City Commission Memorandum—FDOT—Easement—Alton Road PS 1
June 8, 2016
Page 2 of 2
CONCLUSION
The Administration recommends that the Mayor and City Commission approve and authorize the
City Manager to execute the perpetual easement with FDOT.
Attachment:
Exhibit 1 - Perpetual Easement
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T:\AGENDA\2016\June\PUBLIC WORKS`•.FDOT-Easement-Alton Road PS 1 -memo.doc