2016-29445 Reso RESOLUTION NO. 2016-29445
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING AND
AUTHORIZING THE MAYOR AND CITY CLERK TO GRANT A
NON-EXCLUSIVE UTILITY EASEMENT OF APPROXIMATELY
26,600 SQUARE FEET (SF), TO FLORIDA POWER AND LIGHT
(FPL) AT THE MIAMI BEACH CONVENTION CENTER PROPERTY,
LOCATED AT 1901 CONVENTION CENTER DRIVE, FOR THE
OPERATION AND MAINTENANCE OF DUCTBANKS, VAULT
ROOMS, PAD MOUNTED TRANSFORMER AND ASSOCIATED
EQUIPMENT SERVING THE CONVENTION CENTER AND
REGIONAL STORMWATER PUMP STATION, WHICH EASEMENT IS
ATTACHED HERETO AS EXHIBIT I.
WHEREAS, as part of the Convention Center Renovation & Expansion Project,
the existing FPL vault rooms will be demolished, and two new FPL vault rooms and
associated underground electric utility facilities will be constructed to service the
increased loads of the new facility; and
WHEREAS, on a parallel path, a new regional stormwater pump station will be
installed at the northeast corner of the convention center site; and
WHEREAS, an FPL pad-mounted transformer, associated equipment and
underground utilities will be required to service this pump station; and
WHEREAS, in order for FPL to schedule and place its electrical service, the City
is required to execute a non-exclusive easement, which grants FPL access to service its
equipment.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City
Commission authorize the Mayor and the City Clerk to execute a non-exclusive
easement of approximately 26,600 square feet, with Florida Power & Light (FPL), at the
Miami Beach Convention Center Property, located at 1901 Convention Center Drive, for
the operation and maintenance of ductbanks, vault rooms, pad mounted transformer and
associated equipment serving the Convention Center and regional stormwater pump
station, which easement is attached hereto as Exhibit I.
PASSED and ADOPTED this 8 day of Jrin€ , 2016
ATTEST: / . ,��o �;pPROVED AS TO
11 .s' : �; ORM & LANGUAGE
RAF L E. GR NADO, C131414 CORP ORATED. !o & FOR EXECUTION
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LOCATION SKETCH
• NOT TO SCALE
LEGAL DESCRIPTION
BEING AN EASEMENT LYING IN A PORTION OF SECTION 34, TOWNSHIP 53 SOUTH, RANGE 42 EAST, CITY OF MIAMI BEACH,
MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF LOT 1. BLOCK 22, ACCORDING TO THE AMENDED PLAT OF GOLF COURSE
SUBDIVISION, OF THE ALTON BEACH REALITY COMPANY, AS RECORDED IN PLAT BOOK 2, PAGE 26, OF THE PUBLIC RECORDS OF
$ MIAMI-DADE COUNTY, FLORIDA. THENCE N88'01'48'1, ALONG THE EASTERLY PROLONGATION OF THE NORTHERLY RIGHT OF WAY
LINE OF 17TH STREET (RIGHT OF WAY BEING 70 FEET IN WIDTH ACCORDING TO SAID PLAT) TO THE INTERSECTION WITH
A EASTERLY MAINTAINED RIGHT OF WAY OF CONVENTION CENTER DRIVE, A DISTANCE 374.96 FEET; THENCE NO2'00'32 "W ALONG
SAID MAINTAINED RIGHT OF WAY LINE A DISTANCE OF 326.51 FEET TO THE POINT OF BEGINNING.
A
G
ITHENCE N 02'00'32° W A DISTANCE OF 10.00 FEET SAID POINT ALSO HEREINAFTER REFERED TO AS POINT "A"; THENCE N
8725'34" E A DISTANCE OF 133.03 FEET; THENCE N 42'5414" E A DISTANCE OF 7.20 FEET; THENCE S 47'05'46" E A
. DISTANCE OF 2.82 FEET; THENCE N 48'55'26" E A DISTANCE OF 11.47 FEET; THENCE N 87'59'33" E A DISTANCE OF 115.61
FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 6.00 FEET, THE CHORD WHICH BEARS N
I 4215'23' E, THROUGH A CENTRAL ANGLE 9128'22"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 9.58 FEET;
THENCE N 0328'48° W A DISTANCE OF 25.51 FEET; THENCE S 66'31'12" W A DISTANCE OF 2.81 FEET; THENCE N 01'5972"
e§ W A DISTANCE OF 42.90 FEET; THENCE N 88'00'38" E A DISTANCE OF 39.99 FEET; THENCE S 01'59'22' E A DISTANCE OF
1 20.13 FEET; THENCE S 88'00'38" W A DISTANCE OF 11.23 FEET; THENCE S 01'59'22" E A DISTANCE OF 22.02 FEET; THENCE
S 8611'12" W A DISTANCE OF 15.96 FEET; THENCE S 03'28'48' E A DISTANCE OF 25.51 FEET, TO THE BEGINNING OF A
CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 16.00 FEET, THE CHORD WHICH BEARS S 4295'23" W, THROUGH A
1 CENTRAL ANGLE 9128'22"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 25.54 FEET TO A POINT HEREINAFTER
e REFERED TO AS POINT "B"; THENCE S 87'59'33° W A DISTANCE OF 112.07 FEET; THENCE S 48'55'26" W A DISTANCE OF 6.87
FEET; THENCE S 47'05'46" E A DISTANCE OF 1.23 FEET; THENCE S 42'54'14" W A DISTANCE OF 14.11 FEET; THENCE N
47'05'46" W A DISTANCE OF 6.88 FEET; THENCE S 872534° W A DISTANCE OF 133.26 FEET TO THE POINT OF BEGINNING.
CONTAINING 4615 SQUARE FEET OR 0.1 ACRES MORE OR LESS.
(LEGAL DESCRIPTION CONTINUED ON SHEET L-2)
1 THE LEGAL DESCRIPTION AND THE
U SKETCH OF DESCRIPTION IS NOT
FULL AND COMPLETE WITHOUT ALL
SHEETS (L-1 THROUGH L-9.)
ACCEPTED BY: REVISED TITLE-
MIAMI BEACH xXxxXXx MIAMI BEACH CONVENTION L-1
6: PUBLIC WORKS DEPARTMENT CENTER FPL EASEMENT PROJECT D
1700 PUBLIC WORKS
CENTER DONE.MIPfAI BEACH.R FL]E BRIAN T.BELLING
CITY SURVEYOR SM-2016D
•
(LEGAL DESCRIPTION CONTINUED FROM SHEET L- 1 ) '
COMMENCE AT SAID POINT "B"; THENCE N 88'01'23" E A DISTANCE OF 335.37 FEET TO THE POINT OF BEGINNING;
THENCE N 45'00'00" W A DISTANCE OF 14.11 FEET; THENCE N 45'00'00" E A DISTANCE OF 14.11 FEET; THENCE S 45'00'00"
E A DISTANCE OF 6.90 FEET; THENCE N 88'04'46" E A DISTANCE OF 90.45 FEET; THENCE N 01'59'22" W A DISTANCE OF
40.28 FEET; THENCE S 88'00'38" W A DISTANCE OF 13.19 FEET; THENCE N 01'59'22" W A DISTANCE OF 24.34 FEET;
THENCE S 88'08'38" W A DISTANCE OF 17.90 FEET; THENCE N 01'59'22" W A DISTANCE OF 33.21 FEET; THENCE N
88'00'38" E A DISTANCE OF 16.46 FEET; THENCE S 01'59'22" E A DISTANCE OF 10.61 FEET; THENCE N 88'00'38" E A
DISTANCE OF 9.21 FEET; THENCE N 01'59'22" W A DISTANCE OF 10.61 FEET; THENCE N 88'00'38" E A DISTANCE OF 42.42
FEET; THENCE S 01'59'22" E A DISTANCE OF 96.23 FEET; THENCE S 88'00'38" W A DISTANCE OF 29.92 FEET; THENCE S
01'59'22" E A DISTANCE OF 11.65 FEET; THENCE S 88'04'46" W A DISTANCE OF 97.68 FEET; THENCE S 45'00'00" W A
DISTANCE OF 7.18 FEET TO THE POINT OF BEGINNING.
CONTAINING 5,978.5 SQUARE FEET, OR 0.1 ACRES MORE OR LESS.
COMMENCE AT POINT "A"; THENCE N 02'00'32" W, ALONG THE EASTERLY MAINTAINED RIGHT OF WAY OF CONVENTION CENTER
DRIVE A DISTANCE OF 1176.08 TO THE POINT OF BEGINNING
THENCE CONTINUE N 02'00'32" W, ALONG THE EASTERLY MAINTAINED RIGHT OF WAY OF CONVENTION CENTER DRIVE, A
DISTANCE OF 10.00 FEET; THENCE N 88'09'54" E A DISTANCE OF 84.14 FEET; THENCE N 6315'14" E A DISTANCE OF 161.77
FEET; THENCE N 24'03'56" W A DISTANCE OF 2.28 FEET; THENCE N 63'15'14" E A DISTANCE OF 14.12 FEET; THENCE S
24'03'56" E A DISTANCE OF 2.41 FEET; THENCE N 6421'52" E A DISTANCE OF 81.93 FEET TO THE BEGINNING OF A CURVE
CONCAVE SOUTHERLY HAVING A RADIUS OF 78.00 FEET, THE CHORD WHICH BEARS N 74'56'46" E, THROUGH A CENTRAL
ANGLE 26'05'05"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 35.51 FEET; THENCE N 8759'19" E A DISTANCE
OF 270.56 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 61.67FEET, THE CHORD WHICH
BEARS N 78'32'13" E, THROUGH A CENTRAL ANGLE 2018'07'; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF
21.85 FEET. TO A POINT OF REVERSE CURVATURE, CONCAVE SOUTHERLY HAVING A RADIUS OF 1.06 FEET, THE CHORD WHICH
BEARS N 79'53'30 E, THROUGH A CENTRAL ANGLE 15'50'11"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF
19.64 FEET; THENCE N 87'52'41" E A DISTANCE OF 47.92 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY
HAVING A RADIUS OF 39.00 FEET, THE CHORD WHICH BEARS N 76'50'41" E, THROUGH A CENTRAL ANGLE 22'03'59";
THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 15.02 FEET; THENCE N 65'48'40 E A DISTANCE OF 55.00 FEET TO
THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 30.50 FEET, THE CHORD WHICH BEARS N
31'54'58" E, THROUGH A CENTRAL ANGLE 67'47'27"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 36.09 FEET;
THENCE N 01'58'46" W A DISTANCE OF 119.07 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY, HAVING A
RADIUS OF 61.00 FEET, THE CHORD WHICH BEARS N 31'26'23" E, THROUGH A CENTRAL ANGLE 66'47'10; THENCE ALONG
THE ARC OF SAID CURVE A DISTANCE OF 71.10 FEET, TO A POINT OF REVERSE CURVATURE CONCAVE NORTHERLY HAVING A
RADIUS OF 23.00 FEET, THE CHORD WHICH BEARS N 45'07'48" E, THROUGH A CENTRAL ANGLE 39'24'22"; THENCE ALONG
THE ARC OF SAID CURVE A DISTANCE OF 15.82 FEET; THENCE N 25'25'37" E A DISTANCE OF 9.36 FEET; THENCE N
63'39'39" W A DISTANCE OF 2.01 FEET; THENCE N 25'25'37" E A DISTANCE OF 0.63 FEET; THENCE N 74'31'47" W A
DISTANCE OF 10.46 FEET; THENCE N 2911'47" W A DISTANCE OF 66.23 FEET; THENCE N 1528'13" E A DISTANCE OF 57.99
FEET; THENCE S 60'28'13" W A DISTANCE OF 17.93 FEET; THENCE N 29'31'47" W A DISTANCE OF 15.00 FEET; THENCE N
60'28'13" E A DISTANCE OF 50.00 FEET; THENCE S 2931'47" E A DISTANCE OF 15.00 FEET; THENCE S 60'28'13" W A
DISTANCE OF 17.93 FEET; THENCE S 1528'13" W A DISTANCE OF 63.85 FEET; THENCE S 2911'47" E A DISTANCE OF 57.94
FEET; THENCE S 74'31'47" E A DISTANCE OF 8.07 FEET; THENCE N 25'25'37" E A DISTANCE OF 3.42 FEET; THENCE S
63'39'39" E A DISTANCE OF 13.14 FEET; THENCE S 25'25'37" W A DISTANCE OF 2.37 FEET; THENCE S 6339'39" E A
DISTANCE OF 12.00 FEET TO THE INTERSECTION WITH THE WESTERLY MAINTAINED RIGHT OF WAY OF WASHINGTON AVENUE;
THENCE S 01'59'16" E, ALONG SAID MAINTAINED RIGHT OF WAY, A DISTANCE OF 11.36 FEET; THENCE N 63'39'39" W A
DISTANCE OF 17.23 FEET; THENCE S 25'25'37" W A DISTANCE OF 1.83 FEET; THENCE N 6319'39" W A DISTANCE OF 1.12
FEET; THENCE S 25'25'37" W A DISTANCE OF 9.20 FEET,TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A
8 RADIUS OF 33.00 FEET, THE CHORD WHICH BEARS S 45'07'48" W. THROUGH A CENTRAL ANGLE 39'24'22"; THENCE ALONG
6 THE ARC OF SAID CURVE A DISTANCE OF 22.70 FEET TO A POINT OF REVERSE CURVATURE, CONCAVE SOUTHEASTERLY HAVING
A RADIUS OF 51.00 FEET, THE CHORD WHICH BEARS S 3126'30" W, THROUGH A CENTRAL ANGLE 66'46'59 THENCE ALONG
THE ARC OF SAID CURVE A DISTANCE OF 59.44 FEET; THENCE S 01'58'46" E A DISTANCE OF 119.07 FEET TO THE BEGINNING
OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 40.50 FEET, THE CHORD WHICH BEARS S 31'54'58' W,
THROUGH A CENTRAL ANGLE 67'47'27"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 47.92 FEET; THENCE S
65'48'42" W A DISTANCE OF 55.00 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 49.00
FEET, THE CHORD WHICH BEARS S 76'50'41" W, THROUGH A CENTRAL ANGLE 22'03'59"; THENCE ALONG THE ARC OF SAID
CURVE A DISTANCE OF 18.87 FEET; THENCE S 87'52'41" W A DISTANCE OF 47.92 FEET TO THE BEGINNING OF A CURVE
CONCAVE SOUTHERLY HAVING A RADIUS OF 61.O6FEET, THE CHORD WHICH BEARS S 80'01'32" W, THROUGH A CENTRAL
r§ ANGLE 1533'34"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 16.58 FEET, TO A POINT OF REVERSE CURVATURE
CONCAVE NORTHERLY, HAVING A RADIUS OF 71.67 FEET, THE CHORD WHICH BEARS S 7818'47" W, THROUGH A CENTRAL
ANGLE 19'58'55"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 24.99 FEET; THENCE S 87'59'19" W A DISTANCE
OF 270.50 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 68.00 FEET. THE CHORD WHICH
BEARS S 74'49'04" W, THROUGH A CENTRAL ANGLE 2620'29"; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF
31.26 FEET; THENCE S 6421'52" W A DISTANCE OF 82.33 FEET; THENCE S 24'03'56" E A DISTANCE OF 2.04 FEET; THENCE
S 6315'14" W A DISTANCE OF 4.81 FEET; THENCE S 02'07'16" E A DISTANCE OF 67.93 FEET; THENCE N 87'52'44" E A
A DISTANCE OF 2.34 FEET; THENCE N 02'07'16" W A DISTANCE OF 3.55 FEET; THENCE N 87'52'44" E A DISTANCE OF 17.12
A FEET; THENCE S 02'07'16" E A DISTANCE OF 59.48 FEET; THENCE S 87'52'44" W A DISTANCE OF 39.10 FEET; THENCE N
02'07'16" W A DISTANCE OF 55.94 FEET; THENCE N 87'52'44" E A DISTANCE OF 9.64 FEET; THENCE N 02'07'16" W A
DISTANCE OF 65.73 FEET; THENCE S 6315'14" W A DISTANCE OF 162.72 FEET; THENCE S 88'09'54" W A DISTANCE OF
86.32 FEET TO THE INTERSECTION WITH THE EASTERLY MAINTAINED RIGHT OF WAY OF CONVENTION CENTER DRIVE, SAID POINT
ALSO BEING THE POINT OF BEGINNING.
CONTAINING 16,019 SQUARE FEET, 0.4 ACRES MORE OR LESS.
THE LEGAL DESCRIPTION AND THE
SKETCH OF DESCRIPTION IS NOT
FULL AND COMPLETE WITHOUT ALL
SHEETS (L-1 THROUGH L-9.)
I A 1 d /+. ACCEPTED BY: REVISED TITLE:
����1,YYYJJJ lljjj,�dtltl///1t1 S/!» XXxxxXx MIAMI BEACH CONVENTION L-2
s PUBLIC WORKS DEPARTMENT CENTER FPL EASEMENT PROJECT NO.
1700 CONVENTION CENTER DRIVE.MIAMI BEACH.FL33139 BRIAN T.BELLING
SM-2016D
CITY SURVEYOR
•
C ;,L ; IIUS is • i.. ,_ ..;C LE, I. C.1:0 :_..z.. LEGEND
C1 16.00 91'2822 25.54 N 42'1523 E
C2 6.00' 91'28'22" 9.58' S 421523'W
C3 33.00' 40'12'45" 23.16' S 44'44'05"W P.O.C. POINT OF COMMENCEMENT
C3 78.00' 26'05'05" 35.51' N 74'56'46' E P.O.B. POINT OF BEGINNING
C4 61.67' 20'18'07" 21.85' N 78'32'13" E R/W RIGHT OF WAY
C5 71.06' 15'50'11' 19.64' N 79'53'32" E R RADIUS
C6 30.50' 6 •47'27° 36.09' S 31'54'58'W A ARC LENGTH
C7 61.00' 6647'12° 71.10' S 31'26'23'W CA CENTRAL ANGLE
C8 23.00' 39'24'22" 15.82' N 45'07'48" E CB CHORD BEARING
C9 33.00' 39'24'22° 22.70' N 45'07'48"E CD CHORD DISTANCE
C10 51.00' 66'46'59" 59.44' S 31'26'30°W PG PAGE
• C11 40.50' 6T47'27° 47.92' S 31'54'58"W PB • PLAT BOOK
C12 49.00' 22'03'59" 18.87' N 76'50'41"E (C) CALCULATED DIMENSION
C13 61.06' 1533'34" 16.58' S 80'01'32"W (P) PLAT DIMENSION
C14 71.67' 19'58'55' 24.99' N 7638'47"E
C15 68.00' 26'20'29" 31.26' S 74'49'04°W
!C16 39.00' 2703'59" 15.02' N 76'50'41° E
LJNE BEARING DISTANCE U BEARING DISTANCE
L1 N 02'00 32 W 10.00` L35 N 24'03 56 W 2.28'
L2 N 4754'14° E 7.20' L36 N 63'15'14' E 14.12'
L3 S 4705'46"E 2.82' L37 S 24'03'56° E 2.41'
L4 N 48'55'26" E 11.47' L38 N 87'52'41" E 47.92'
L5 N 03'28'48'W 25.51' L39 S 65'48'42"W 55.00'
LB S 8631'12"W 2.81' L40 S 25'25'37"W 9.36'
L7 N 01'59'22"W 42.90' L41 N 63'39'39°W 2.01'
LB N 88'00'38" E 39.99' L42 N 25'25'37" E 0.63'
L9 S 01'59'22" E 20.13' L43 N 74'31'47"W 10.46'
L10 S 88'00'38"W 11.23' L44 S 602813"W 17.93'
L11 S 01'59'22" E 22.02' L45 N 29'31'47"W 15.00'
L12 S 86'31'12"W 15.96' L46 N 60'28'13° E 50.00'
L13 S 03'28'48° E 25.51' L47 S 29'3147" E 15.00'
L14 S 4655'26°W 6.87' L48 S 60'28'13"W 17.93'
(.15 S 4705'46'E 1.23' L49 S 74'31'47'E 8.07'
L16 S 4754'14"W 14.11' L50 N 25'25'37" E 3.42'
L17 N 4705'46°W 6.88' L51 S 63'39'39" E 13.14'
L18 S 4500'00° W 7.18' 152 S 25'25'37°W 2.37'
L19 N 45'00'00"W 14.11' L53 S 63'39'39" E 12.00'
F L20 N 45'00'00' E 14.11' 1.54 S 01'59'16'E 11.36'
L21 S 4500'00" E 6.90' 1.55 N 63'39'39"W 17.23'
S L22 N 01'59'22°W 40.28' 1.56 S 25'25'37'W 1.83'
L23 S 8600'38'W 13.19' L57 N 63'39'39"W 1.12'
1 L24 N 01'59'22"W 24.34' l58 S 2525'37"W 9.20'
9 L25 S 8608'38"W 17.90' L59 S 65'48'42°W 55.00'
8 L26 N 01'59'22"W 33.21' L60 S 8752'41°W 47.92' .
I L27 N 88'00'38° E 16.46' Lfi1 S 24'03'56° E 2.04'
L28 S 01'59'22° E 10.61'_ L62 S 63'15'14"W 4.81'
129 N 88'00'38" E 9.21' L63 N 8752'44° E 2.34'
g 130 N 01'59'22"W 10.61' L64 N 02'07'16"W 3.55'
131 N 860038° E 42.42' 165 N 8752'44° E 17.12'
S L32 S 8600'38'W 29.92' L66 S 87'52'44"W 39.10'__
L33 S 01'59'22" E 11.65' L67 N 87'52'44° E 9.64'
I L34 N 02'00'32"W 10.00'
ppi
r3
I
1 SURVEYOR'S NOTES: CERTIFICATION:
S I HEREBY CERTIFY THIS "LEGAL DESCRIPTION AND
1. THE SKETCH IS NOT A BOUNDARY SURVEY. THIS NOTE IS REQUIRED BY RULE 5J-17.053(5)(b) FAC SKETCH" IS CORRECT AND MEETS THE STANDARDS
,,
A jjjjjj 2. BEARINGS SHOWN HEREON ARE BASE UPON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE NAD OF PRACTICE FOR SURVEYING AND MAPPING IN THE
1983/90, REFERENCED TO THE NORTHERLY RIGHT-OF-WAY LINE OF 17TH STREET. WHICH IS ASSUMED TO STATE OF FLORIDA AS SET FORTH IN CHAPTER
a BEAR N88'01'48"E. 472.027 (F.S.) AND CHAPTER SJ-17 OF THE FLORIDA
3. THE LEGAL DESCRIPTION AND SKETCH OF WAS PREPARED BY THE SIGNING SURVEYOR. HOWEVER IS BASED ADMINISTRATIVE CODE.
UPON AND INTEGRATED WITH THE PROPOSED CONVENTION CENTER IMPROVEMENT PROJECT, INCLUDING THE
LOCATION OF THE ELECTRIC FACILTY. THESE LOCATIONS WERE PROVIDED BY CLARK CONTRUCTION AND \ `
KIMLEY-HORN AND ASSOCIATES. PROPOSED IMPROVEMENTS SHOWN HEREON ARE FOR GEOGRAPHIC REFERENCE
PURPOSES ONLY. co';-i`
4. THIS SKETCH OF DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A BRIAN T. BELLING DATE
FLORIDA LICENSED SURVEYOR AND MAPPER. CITY SURVEYOR MANAGER
PROFESSIONAL SURVEYOR AND MAPPER NO.4973
5. THE LEGAL DESCRIPTION AND SKETCH OF DESCRIPTION IS NOT FULL AND COMPLETE WITHOUT A SHEETS L-1
ITHROUGH L-9.
b i f / ( ACCEPTED BY: REVISED TITLE:
'�\Y//111!}!Ij'Sl\��\\1YYY711 lI BEACH MIAMI BEACH CONVENTION L-3
s PUBLIC WORKS DEPARTMENT CENTER FPL EASEMENT PROJECT NO.
IIOJ CONVENTION CENTER DRIVE.MIAMI BEACH.FL13I39 BRIAN T.BELLING
■ CITY SURVEYOR SM-2016D ,
(FOR CONTINUATION
1
1,
. .1
1 SHEET L- 5)
POINf IC
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AMENDED PLAT OF
GOLF COURSE SUBDMSION
ALTON BEACH REALDY COMPANY
(PLAT BOOK 6, PAGE 26)
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----.- -
--N88'01 -- _
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BEARING j EASTERLY PROLONGATION OF THE NORTHERLY R, LINE
S REFERENCE
i —I 30.00' 17TH STREET
/
I 17TH STREET 1 - no•-
s CV IFINff OF MO NI
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1 SKETCH OF DESCRIPTION
SCALE 1"=60 (8 5"X 1 1" SHEET)
011, 1.11 •101•111111■Ja ■ wli
KEY MAP
NOT TO SCALE
V THE LEGAL DESCRIPTION AND THE
SKETCH OF DESCRIPTION IS NOT
FULL AND COMPLETE WITHOUT ALL
SHEETS (L-1 THROUGH L-9)
ACCEPTED BY xlixE=Dx TITLE
MIAMI BEACH MIAMI BEACH CONVENTION L-4
PUBLIC WORKS DEPARTMENT
1700 CONVENTION CENTER DRIVE MIAMI BEACH FL 33139 BRIAN T BELLINO CENTER PI_ EASEMENT PROJECT NO
• CITY SIIRVFYOR SM-2016D
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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 And Authorizing The Mayor And City Clerk To Grant A Non-Exclusive Utility Easement
Of Approximately 26,600 Square Feet, To Florida Power And Light (FPL) At The Miami Beach
Convention Center Property, Located At 1901 Convention Center Drive, For The Operation And
Maintenance Of Ductbanks, Vault Rooms, Pad Mounted Transformer And Associated Equipment
Serving The Convention Center And Regional Pump Station, Which Easement Is Attached
Hereto As Exhibit I.
. Key Intended Outcome Supported:
Improve alliance with key business sectors, namely hospitality, arts & international business
with a focus on enhanced culture, entertainment&tourism.
Supporting Data (Surveys, Environmental Scan, etc) N/A
Item Summary/Recommendation:
As part of the Convention Center Renovation & Expansion Project, the existing FPL vault rooms
will be demolished, and two new FPL vault rooms and associated underground electric utility
facilities will be constructed to service the increased loads of the new facility.
On a parallel path, a new regional stormwater pump station will be installed at the northeast
corner of the convention center site. An FPL pad-mounted transformer, associated equipment
and underground utilities will be required to service this pump station.
In order for FPL to schedule and place its electrical service, the City is required to execute a non-
exclusive easement, which grants FPL access to service its equipment. A survey describing the
limits of the easement to be recorded per FPL requirements is attached as Exhibit 2.
The Administration recommends the City Commission adopt the Resolution.
Advisory Board Recommendation:
N/A
Financial Information:
Source of Amount Account
Funds: 1
2
OBPI Total
Financial Impact Summary: N/A
City Clerk's Office Legislative Tracking:
Maria Hernandez, ext. 2584
Sign-Offs:
Departme Dir ctor Assistant City Manager City M:n. !er
MH J JLM
T:\AGENDA\2016\June\MBCC\MBCC-FPL Easement-SUMMARY.docx
MIAMI BEACH AGENDA ITEM R 7T
DATE 6-Y-l4
MIAMI BEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach, Florida 33139,www.miamibeachfl.gov
COMMISSION MEMORANDUM
TO: Mayor Philip Levine and Members o the City CI' mission
FROM: Jimmy L. Morales, City Manager
•
DATE: June 8, 2016
SUBJECT: A RESOLUTION OF THE MAYO' AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE
MAYOR AND CITY CLERK TO GRANT A NON-EXCLUSIVE UTILITY
EASEMENT OF APPROXIMATELY 26,600 SQUARE FEET (SF), TO
FLORIDA POWER AND LIGHT (FPL) AT THE MIAMI BEACH CONVENTION
CENTER PROPERTY, LOCATED AT 1901 CONVENTION CENTER DRIVE,
FOR THE OPERATION AND MAINTENANCE OF DUCTBANKS, VAULT
ROOMS, PAD MOUNTED TRANSFORMER AND ASSOCIATED
EQUIPMENT SERVING THE CONVENTION CENTER AND REGIONAL
STORMWATER PUMP STATION, WHICH EASEMENT IS ATTACHED
HERETO AS EXHIBIT I.
ADMINISTRATION RECOMMENDATION
The Administration recommends adopting the Resolution.
FUNDING
N/A
ANALYSIS
As part of the Convention Center Renovation & Expansion Project, the existing FPL
vault rooms will be demolished, and two new FPL vault rooms and associated
underground electric utility facilities will be constructed to service the increased loads of
the new facility.
On a parallel path, a new regional stormwater pump station will be installed at the
northeast corner of the convention center site. An FPL pad-mounted transformer,
associated equipment and underground utilities will be required to service this pump
station.
In order for FPL to schedule and place its electrical service, the City is required to
execute a non-exclusive easement, which grants FPL access to service its equipment. A
survey describing the limits of the easement to be recorded per FPL requirements is
attached as Exhibit 2.
Commission:Memorandum
MBCC'-FFL Easement
June,6 2016 '•_Page 2 of 2 _
•
•
CONCLUSION •
The Administration recommends that the2Mayor and City Commission approve and
authorize:,the City Manager to execute the non-exclusive easement with Florida Power&
Light. • E
Attachment`'
Exhibit'I Easement
•
JLM/ MH.
•
T:\AGENDA\2016\June\MBCC\MBCC-FPL Easement.docx
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