THIRD AMENDMENT TO HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENTKEN BURKE, CLERK OF COURT
AND COMPTROLLER PINELLAS COUNTY, FL
INST# 2023053984 03/02/2023 09:36 AM
OFF REC BK: 22360 PG: 1861-1906
DocType:AGM RECORDING: 8392.50
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City Attorney's Office
City of Clearwater
P.O. Box 4748
Clearwater, FL 33758
THIRD AMENDMENT TO HOTEL DENSITY RESERVE
DEVELOPMENT AGREEMENT
THIS THIRD AMENDMENT TO DEVELOPMENT AGREEMENT (this "Third Amendment") is dated
this i Aday of February 2023 (the "Effective Date") and entered into between Triprop Clearwater, LLC,
a Florida limited liability company (the "Developer"), its successors and assigns, and the City of
Clearwater, Florida, a municipality of the State of Florida acting though its city council, the governing
body thereof (the "City").
Recitals:
WHEREAS, Sections 163.3220 - 163.3243, Florida Statutes, which set forth the Florida Local
Government Development Agreement Act (the "Act"), authorize the City to enter into binding development
agreements with persons having a legal or equitable interest in real property located within the corporate
limits of the City; and
WHEREAS, under Section 163.3223 of the Act, the City has adopted Section 4-606 of the City of
Clearwater Community Development Code (the "Code"), establishing procedures and requirements to
consider and enter into development agreements; and
WHEREAS, the City and Alanik Properties, LLC, a Florida limited liability company, Anco
Holdings, LLC, a Florida limited liability company, and Nikana Holdings LLC, a Florida limited liability
company (collectively, the "Original Developer") entered into a development agreement (HDA2014-
06004, Resolution 14-29) dated September 24, 2014 and recorded at Official Records Book 18541, Page
1887 in the public records of Pinellas County (the "Original Development Agreement") as amended by that
certain First Amendment to the Hotel Density Reserve Development Agreement (HDA2015-06001,
Resolution 15-19) between the aforementioned parties dated August 20, 2015 and recorded in the public
records of Pinellas County at Official Records Book 19207, page 2409 (the "First Amendment"), and as
further amended by that certain Second Amendment to the Hotel Density Reserve Development Agreement
(HDA2014-06004A, Resolution 23-02) between the Developer and the City dated November 21, 2019 and
recorded in the public records of Pinellas County at Official Records Book 20912, page 1710 (the "Second
Amendment")(collectively, the Original Development Agreement and its amendments are the
"Development Agreement"); and
WHEREAS, the Original Developer's interest in the Development Agreement was assigned to the
Developer pursuant to that certain Assignment of Hotel Density Reserve Development Agreement dated
May 9, 2016 as consented to by the City; and
1
WHEREAS, Beach by Design proposed additional hotel units to equalize development
opportunities on the beach and ensure Clearwater Beach remains a quality, family resort community by
further providing for a limited pool of additional hotel units ("Hotel Density Reserve") to be made available
for such mid-sized hotel projects; and
WHEREAS, the Original Development Agreement allocated one hundred (100) units from the
Hotel Density Reserve to the Developer to be utilized on 1.994 acres of real property and subsequently the
Second Amendment added 0.426 acres to the Property (as described in the Development Agreement as the
"Property"); and
WHEREAS, the maximum density permitted on the Property, pursuant to Beach by Design, is 150
units per acre; and the Development Agreement provided for a density of 114 hotel units per acre; and
WHEREAS, the Developer has requested the City vacate a portion of S. Gulfview Blvd. as
described in Exhibit "A-2" attached hereto and made part hereof (the "Vacated Right -of -Way") and desires
to include this Vacated Right -of -Way into the development project (the "Amended Project"); and
WHEREAS, the City anticipates the inclusion of the Vacated Right -of -Way into the Amended
Project will activate the Beach Walk corridor as envisioned in Beach by Design; and
WHEREAS, the Developer will provide improvements, relocation and reconstruction of certain
utilities and infrastructure in the Vacated Right -of -Way and Beach Walk as preliminarily shown in Exhibit
"B-2" and to be further detailed at time of amending the approved site plan; and
WHEREAS, the Vacated Right -of -Way is 0.1837 acres in size providing a total project area of
2.5997 acres after the City vacates the area; and
WHEREAS, the Developer desires to modify the Project as provided for herein and in
Exhibit `B-2", attached hereto and made part hereof; and
WHEREAS, upon completion of the Project contemplated in the Agreement, the Amended Project
will contain a total of two hundred and forty-eight (248) overnight accommodation units (95.396 (96)
units per acre), which includes one hundred (100) units originally granted from the available Beach by
Design Hotel Density Reserve; and
WHEREAS, the City has conducted such hearings as are required by and in accordance with
Chapter 163.3220 Fla. Stat. (2022) and any other applicable law; and
WHEREAS, the City has determined that, as of the Effective Date of this Third Amendment, the
Amended Project is consistent with the City's Comprehensive Plan and Land Development Regulations;
and
2
WHEREAS, the City has conducted public hearings as required by §§ 4-206 and
4-606 of the Community Development Code (the "Code"); and
WHEREAS, upon approval by the City of Clearwater City Council (the "City Council"), the
Developer will seek to amend the site plan approved pursuant to FLD2015-09036A pursuant to the Code
(the "Site Plan") which has been extended pursuant to state and local law; and,
WHEREAS, at a duly called public meeting on February 16, 2023, the City Council approved this
Third Amendment and authorized its execution by appropriate City officials; and
WHEREAS, the City and the Developer desire to amend certain terms and provisions of the
Development Agreement as more fully set forth herein below.
STATEMENT OF AGREEMENT
NOW THEREFORE, in consideration of and in reliance upon the premises, the mutual covenants contained
herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, the parties hereto intending to be legally bound and in accordance with the Act, agree as
follows:
SECTION 1. Recitals. The above recitals are true and correct and are a part of this Third
Amendment.
SECTION 2. Incorporation of the Act. This Third Amendment is entered into in compliance with
and under the authority of the Code and the Act, the terms of which as of the date of this Third
Amendment are incorporated herein by this reference and made a part of this Third Amendment. Words
used in this Third Amendment without definition that are defined in the Act shall have the same meaning
in this Third Amendment as in the Act.
SECTION 3. Amendments to Development Agreement. Notwithstanding anything contained in the
Development Agreement to the contrary, the Development Agreement shall be amended as follows and all
other references in the Development Agreement and Exhibits regarding the Amended Project shall be
consistent with the following:
a. Section 3 of the Development Agreement shall be amended to include the Vacated Right- of -Way
and Exhibit "A" shall be amended to include the property referenced in Exhibit "A-2" of this Third
Amendment. Any exhibit which includes a legal description is hereby amended to include the
Vacated Right -of -Way (collectively, the "Property" and the "Vacated Right -of -Way" are the
"Property").
b. Section 4.3 shall be amended to read: The design of the Project, as represented in Exhibit
"B-2", is consistent with Beach by Design.
3
c. Section 4.4 is amended to read: The density of the Project shall be 96 units/acre. In no instance
shall the density of a parcel of land exceed 150 units per acre. The height of the Project shall be
150 feet as measured from Design Flood Elevation, as defined in the Code. The maximum building
heights of the various character districts cannot be increased to accommodate hotel rooms allocated
from the Hotel Density Reserve.
d. Section 6.1.3.1 shall reference Exhibit "B-2" attached as the Conceptual Site Plan.
e. Section 6 shall be amended to include the following new provision: 6.1.11 Right -of -Way Utilities
Relocation and Reconstruction of Beachwalk. Developer agrees that it shall be a condition
precedent to the issuance of a certificate of occupancy for the Amended Project, as it may be
amended, for the Developer, at its sole cost and expense, to remove any and all existing utilities
and infrastructure from the Vacated Right -of -Way, relocate said utilities and infrastructure within
Beach Walk, and reconstruct any and all areas of Beach Walk including hardscape and landscape
impacted by the relocation of utilities and infrastructure all in accordance with City specifications
and standards."
g. Section 13 shall be revised to update the notice addresses for the Developer as follows:
If to the Developer:
TriProp Clearwater, LLC
ATTN: Mark Walsh
1001 E. Atlantic Ave.
Delray Beach, FL 33483
Deb.howard@oplhotels.com
With a copy to: Katherine E. Cole, Esq.
Hill Ward Henderson PA
600 Cleveland Street, Suite 800
Clearwater, FL 33755
Katie.cole@hwhlaw.com
SECTION 4. Amendments to Restrictive Covenants. This Agreement requires two (2) restrictive
covenants to be recorded in conjunction with the operation of the Property and such covenants shall be
amended and recorded in the public records of Pinellas County prior to issuance of a Building Permit
consistent with the terms herein.
a. Section 6.1.3.3 shall be amended, together with the Hurricane Evacuation Agreement included as
Exhibit "C" therein, to include the legal description of the additional property attached hereto and
made part hereof.
b. Section 6.1.4 and the Covenant of Unified Use included as Exhibit "D" therein shall be updated
to include the addition of the property described in Exhibit "A-2".
SECTION 5. Approvals. Notwithstanding anything to the contrary contained in the Development
Agreement, as amended including section 6.1.3.2, the Developer shall receive site plan approval for the
Amended Project within one (1) years of the Effective Date of this Third Amendment. Approval of this
Third Amendment requires the approval of a substantial amendment to FLD2015-09036A which, if
granted, shall supersede the existing approval.
4
SECTION 6. Expiration Date. The Development Agreement, as amended, shall expire ten (10) years
after the adoption of this Third Amendment.
SECTION 7. Ratification. Except as specifically modified herein, all terms, conditions and obligations
contained in the Development Agreement shall retain in full force and effect and are reaffirmed by the
parties hereto.
(Signature Pages to Follow)
5
In the Presence of:
Signature Page to Third Amendment
To Development Agreement HDA 2014-06004A
Print name:l&41,JJ(.< L -i 6 k
DEVELOPER:
TRIPROP CLEARWATER, LLC,
a Florida limited liability company.
By: Mark Walsh
Title: Manager
()Zvi -
STATE OF FLORIDA 1
COUNTY OF faLNkh
The foregoing instrument was acknowledged before me by means ofKphysical presence or ❑ online
notarization the a9 day of lat4u.ar , 2023, by Mark Walsh, as manager of Triprop
Clearwater, LLC, a Florida limited liability cdmpany, for the Company. He is � personally known
to me or has [ ] produced as identification.
011111111/0/4
Wq Notary Public
0
• �,0N Etp ••. i Print Name: V0c-0 k �ovxa`d
`4,.• ps,'•. 'i
My Commission Expires:
S*�q11 i; p T
- — y°ta -oedema'
6
Signature Page to Third Amendment
To Development Agreement HDA 2014-06004A
Frank V. Hibbard
Mayor
Approved as to form:
Matthew J. Mytych, Es
Assistant City Attorney
CITY:
CITY OF CLEARWATER, FLORIDA, a
municipal corporation of the State of Florida.
By:
Attest:
Interim City Manager
Rosemarie Call
City Clerk
Exhibit A-2
Proposed Vacated Right of Way
DESCRIPTION:
A portion of the East 1/2 of the Gulf View Boulevard right-of-way (now
known as South Gulfview Boulevard), shown on THE LLOYD -WHITE -
SKINNER SUBDIVISION plat, recorded in Plat Book 13, Pages 12 and
13 of the Public Records of Pinellas County, Florida, being more
particularly described as follows:
BEGIN at the Northwest corner of Lot 72 of said THE LLOYD -WHITE -
SKINNER SUBDIVISION; thence along the Easterly right-of-way line of
said South Gulfview Boulevard the following course and curve;
S.00°00'00"W, 85.15 feet to the beginning of a curve concave to the East,
having a radius of 777.00 feet, thence Southeasterly, 160.28 feet along
said curve through a central angle of 11°49'09" (chord bears
S.05°50' 10"E.,160.00 feet); thence non -tangent to said curve,
N.55°08' 15"W., 49.74 feet to the center line of said right-of-way and the
beginning of a non -tangent curve concave to the East, having a radius of
812.00 feet, thence Northwesterly, 131.30 feet along said curve and center
line through a central angle of 09°15'52" (chord bears N.04°34' 14"W.,
131.15 feet); thence N.00°00'00"E., 80.83 feet along said center line to
the Westerly extension of the Northerly boundary line of said Lot 72;
thence N.82°58' 18"E., 35.26 feet along said extension to the POINT OF
BEGINNING.
Containing 8,000.5653 Square Feet (0.1837 Acres), more or less.
Exhibit "B-2"
Revised Concept Plan
9
cD
NICHOLS BROSCH WURST WOLFE &As&onAl,s. INC
ALANIK HOTEL
CDB APPROVAL (REVISION)
12-01-2022
A -G00
A-0.01
COVER
AERIAL
A -G02
PROJECT DATA
A-0.03
SITE PLAN
A-0.04
STEPBACKS
A-0.05
STEPBACKS
A -G013
P-1 LEVEL
A-027
0100 S P-2 LEVELS
A -SOB
P-3 LEVEL
A-0.09
0200 S P4 LEVELS
A -D.10
0300 P-5 LEVELS
A-0.11
0400 & 0500 LEVELS
A-0.12
MO LEVEL TO 0900 LEVELS
A-0.13
1000 TO 1400 LEVELS
0-0.14
1500 TO 1000 LEVELS
A-0.15
ROOF PLAN
4.0.10
ELEVATIONS
A-0.17
ELEVATIONS
A -o. IS
ELEVATIONS
A-0.19
ELEVATIONS
A-020
SECTION 1
A-921
SECTION 2
A-0.22
3D VIEWS
A-0.23
3D VIEWS
A-0.24
MASSING DIMENSIONS
A-0.24.1
SITE MASSING ANALYSIS
A-0.25
TOWER SEPARATION
A -OX
SUN SHADOW STUDY
A-0.27
SUN SHADOW STUDY
A-0.28
SUN SHADOW STUDY
A-0.20
SUN SHADOW STUDY
A-0.30
AREAS
A-0.31
GROSS AREAS
A-1.03
BRIDGE ACCESSIBLE ROUTE
A-1.04
BRIDGE FLOOR P1A51
A-1.05
BRIDGE SECTIONS
A-2.00
A-2113
TYP GUESTROOM
MATERIAL BOARD
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.00
GJ
NICHOLS BROSCH WURST WOLFE SOCIA1ES `IC
ALAN1K HOTEL
400 CORONADO DRIVE. CLEARWATER FL 337E7
A-0.01
ZONING DATA
LEGAL DESCRIPTION
PARCEL I:
LOT 75 LESS THE NORTH 10 FEET THEREOF AND ALL OF LOTS 76 AND 77: THAT PART OF LOT 123 OF LLOYD -WHITE -
SKINNER SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 13. PAGES 12 AND 13, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS'.
BEGINNING AT THE SOUTHEAST CORNER OF LOT 123 AND RUNNING THENCE ALONG ITS EASTERLY BOUNDARY. 25
FEET. THENCE WESTELY IN A STRAIGHT LNE TOA PONT IN THE WESTERLY BOINDARY OF SAID LOT. WHICH IS
MIDWAY BETWEEN ITS NORTHWEST AND SOUTHWEST CORNERS: THENCE SOUTHERLY ALONG THE WESTERLY
BOUNDARY OF SAID LOT. 25 FEET. MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID LOT; THENCE EASTERLY
ALONG THE SOUTHERLY BOUNDARY OF SAID LOT TO THE POINT OF BEGINNING,
AND
LOTS 124 125 126 AND 127. LLOYD-WHITESKNNER SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 13. PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS NAT PART
OF LOT 127 DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT AND RUNNING EASTERLY 3 FEET ALONG THE NORTH
BOUNDARY, THENCE SOUTHWESTERLY INA STRAIGHT LINE 10 THE SOUTHWEST CORNER OF SAID LOT, THENCE
NORTH ALONG THE WESTERLY BOUNDARY TO THE POINT OF BEGINNING.
AND
LOTS 128 AND 129. LLOYD -WHITE -SKINNER SUBDNISKKJ, ACCORDING TO TH EPLAT THEREOF RECORDED IN PLAT
BOOK 13, PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
AND
LOTS 72. 33.121.122 AND THE NORTH ONE-HALF OF LOT 123. LLOYD- WHITE -SKINNER SUBDIVISION, ACCORDNG TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 13. PAGES 12 AND I3, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
AND
LOT 74 AND THE NORTH 10 FEET OF LOT 75, LLOYD -WHITE -SKINNER SUBDIVISION, ACCOR0NG TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOTAL COMBINED SITE AREA CONTAINS 85,880 SQUARE FEET OR 1.99 ACRES, MORE OR LESS.
PARCEL 2'
LOT 79 AND 60 OF LLOYD-WHITESKINNERSUBDNISION, ACCORDING TO THE PLAT THEREOF RECORDED IN FLAT
BOOK 13, PAGES 12 AND 13, OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
AND ALSO:
LOT 78 LLOYD-WHITESKINNER SUBDIVISION, AS AFORESAID TOGETHER WITH THE FOLLOWING PARCEL OF LAND
BEGINNING IN THE NW CORNER OF LOT 127, LLOYD -WHITE -SKINNER SUBDIVISION, AS AFORESAID ASA P02. RUN
THENCE EASTERLY ALONG THE NORTHERLY PROPERTY LINE OF SAID LOT A DISTANCE OF 3 FEET: THENCE
SOUTHWESTERLY TO THE SW CORNER OF SAID LOT: THENCE RUN NORTHERLY ALONG THE WESTERLY LOT LINE OF
SAID LOT TO P.O.B.
THE SUBJECT PARCEL CONTAINS 0426 ACRES, MORE OR LESS.
PARCEL S'
A PORTION OF THE EAST 1120E THE GULF VIEW BOULEVARD RIGHT-OF-WAY NOW KNOWN AS SOUTH GULFVEW
BOULEVARD), SHOWN ON THE LLOYD -WHITE -SKINNER SUBDIVISION PUT, RECORDED IN PUT BOOK 13, PAGES 12 AND
13 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA BENG MORE PARTICULARLY DESCRIBED AS FOLLOWS,
BEGIN AT THE NORTHWEST CORNER OF LOT 7200 SAID THE LLOYD -WHITE -SKINNER 5550515ION( THENCE ALONG
THE EASTERLY RIGHT-OF-WAY LINE OF SAID SOUTH GULFVIEW BOULEVARD THE FOLLOWING COURSE AND CURVE:
S.00.00W'W, 85.15 FEET TO THE BEGINNNG OFA CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 777.00 FEET,
THENCE SOUTHEASTERLY, 16028 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11'49'00 (CHORD BEARS
SOMME., 160.00 FEET), THENCE NON -TANGENT TO SAID CURVE, N.55.0815.W., 49,74 FEET TO THE CENTER LINE OF
SAID RIGHT -0F -WAY AND THE BEGINNING OFA NON -TANGENT CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF
612.00 FEET. THENCE NORTHWESTERLY.131.30 FEET ALONG SAID CURVE AND CENTER LINE THROUGH A CENTRAL
ANGLE OF 08'1852' (CHORD BEARS N.04.341418., 131.15 FEET): THENCE N.W'W'W"E., 80.83 FEET ALONG SAID CENTER
LINE TO THE WESTERLY EXTENSION OF THE NORTHERLY BOUNDARY LINE OF SAID LOT 72: THENCE N.8.2.58 -18)E., 35.26
FEET ALONG SAID EXTENSION TO THE PONT OF BEGINNNG.
THE SUBJECT PARCEL CONTAINS 800057 SNARE FEET OR 0.1837 ACRES, MORE OR LESS.
SITE DATA
ADDRESS 400 CORONADO DRIVE
ZONING DESIGNATION TOURIST (T) -RESORT FACILITIES HIGH(RFA) - BEACH BY DESIGN
FLOOD ZONE FEMA: ZONE AE (EL 10 FEET)
PINELAS COUNTY FLOODPLAIN - COASTAL 100 YEAR (VULNERABILITY ASSESSMENT 2018): ELEVATION
14.2 FEET
AS PER CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE SECTION 51402(0) (FLOOD ORDINANCE #0169-18) --
BEE ELEVATION= 142 FEET. PLUS 2FT= DFE 162 FT
LOT AREA 113,242.93 SO. FT. (2.5997 ACRES)
PROPOSED FOOTPRINT: 92,029 SOFT. (2.11 ACRES)
PROPOSED OPEN AREA: 9,054 sQ.FT. (0.207 ACRES)
PROPOSED BUILDING AREA: 300.887 SOFT. (2.657 FAR)
GJ
DESIGN GUIDELINES
ALLOWED/
REQUIRED
APPROVED
PROPOSED
DENSITY
PARCEL 1 (1.99 Acres)
PARCEL2 1426 Acres)
PARCEL 3 (.1914 Acres)
DENSITY RESERVE (BEACH BY DESIGN)
TOTAL
(50 GueSV00msl
Acre)
995 (127 EXIST.)
21.3
-
100
(103Gsesfrooms/ Acre)
127
IEXLSDNG KEY COUNT,
21
-
100
(96Guesv0Omel Acre)
248
248
248
MAXIMUM BUILDING HEIGHT
150 FT
150 FT
150 FT
SETBACK REQUIREMENTS
FRONT- (CORONADO DRIVE) - EAST
FRONT -(5TH STREET) - NORTH
FRONT -(5. GULFVIEW BLVD) - WEST
INT. SIDE - SOUTH
10'-0'-15'-0'
0-0" - 15'-0"
0-0"
OW - 10-0"
15-0" min
15-0•
0-0•
(vanes) 5'-0" min.
15-0" nun
154"
0-0•
(varies) 5'-0• min,
FLOOR PLATE CALCULATION
Between 45' and 100, the floorplate will be no
greater than 25,000 SF ascent for Parking
SOuctures open to the Public.
Between 100 and 150', the floorplate will be no
greater Than 10.000 SF. Deviations may be
approved provided the mass end scale of design
creates a Dared effect and °smokes wilt the
maximum bulk ing envelope allowance above 45'.
25,000 SF
10,000 SF
18,914 SF
18414 SF
18.414 SF
18,414 SF
DESIGN GUIDELINES
ALLOWED/
REQUIRED
APPROVED
PROPOSED
PARKING CALCULATION
HOTEL PARKING
(Guealrooms 268 Keys K 1.2 per Kay)
TOTAL HOTEL PARKING
PUBLICLY -ACCESSIBLE PARKING
298
259 valet
56 self park
242 valet
58 self perk
298 hotel parking
315 hotel perking
298 hotel perking
230
230
230
TOTAL
528
595
528
HANDICAPPED PARKING SPACES
1214 OF TOTAL) = 528 8 0.02 = 10.58
BICYCLE SPACES
UNCOVERED
10.58
11
11
11
11
LOADING REQUIREMENTS
NIA
2(12835)
2(12035)
SEA TURTLE LIGHTING ORDINANCE:
ALL WINDOWS AND GLASS DOORS VISIBLE FROM THE MARINE TURTLE NESTING AREAS OF THE
BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO
OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS.
WALL -MOUNTED FIXTURES,LANDSCAPE LIGHTING AND OTHER SOURCES
OF LIGHTING SHALL BE DESIGNED. POSITIONED AND/OR SHIELDED SUCH
THAT THEY DO NOT CAUSE DIRECT ILUMINATION, GLARE OR EXCESSIVE
SPILL LIGHT ON THE SANDY BEACH.
ALL LIGHTS ON BALCONIES SHALL BE SHEILDED FROM THE BEACH.
POOL AND POOL DECK LIGHTS OFF, WHEN POOL IS CLOSED AT NIGHT.
NICHOLS BROSCH WURST WOLFE _ ,>
National Flood Hazard Layer FIRMette
111 FEMA
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ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.02
TRANSFORMERS
BACKFlOW
PREVENTOR
BICYCLE RACK
CORONADO DRIVE__
m
PROPOSE0 REDUCTION
IN SETBACK FOR MORE
EFFICIENT PARKING
PARCEL 1
ROOF
GARAGE
ACCESS
ROX ,E
OOo CONE LINE
SEAS SETBACK
PROPOSED FOR
PARCEL 2
N.
PEDESTRIAN BRIDGE LINA
V
M YE
STREET LEVE`
I1 '
/ Esc 1:;1
J/
— `EXTENDED PROPERTY LINE
INCREASED POOL &a< AREA A In 39 .
NICHOLS BROSCH WURST WOLFE
SITE PLAN
03
1.. 20,0'
VP
OPAL SANDS
HOTEL
ALANIK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
\11
it
A-0.03
x 12022
CORONADO STREET FRONTAGE =100%=414.82'
STEPBACK REQUIRED = 75% = 333 61'
STEPBACK PROVIDED 21.68%• 20.85% • 31.54%=75.07%=333.94' 1 J
2.827 SF
15' SETBACK 11 21.68%
LINE
IS' STEPBACK
LINE
AREA OF STEPBACK REQUIRED 333.6I' x 15' = 5,004.15 SOFT.
AREA OF STEPBACK PROVIDED = 5,009.10 SOFT. 1 ..,..1
AREA OF ADDITIONAL STEPBACK PROVIDED= 1.802 SOFT. I 1
TOTAL AREA OF STEPBACK PROVIDED= 6,811 SOFT.
20.65%
10' SETBACK
LINE
31.54%
SETBACK
�—PROVIDED
�-STEPBACK
\'a PROVIDED
¢.a
S. SETBACK
LINE
SETBACK
,S PROVIDED
1 11
IN
1S. SETBACK
+� 1
RB
pROPERTY LINE
_ PROPERTY LINE _ - J
a e1
STEPBACK 0200 LEVEL
HOlt I tl I t VLAIN
m NICHOLS BROSCH WURST WOLFS vSsA I,TL, ,;v1_
_
0020'5 P-1.5
5' -
STEPBACK PROVIDED
19,
GARAGE
1000 LEVEL h
10R-6'
09'10811
99-0
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OOi50 P-2
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CORONADO
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PARKING GARAGE SECTION
1" = 20-0'
ALANIK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
\ two obp
A-0.04
5,1522
15' SETBACK
LINE
15' STEPBACK
LINE
S WOO OP
1
CORONADO STREET FRONTAGE = 100% = 444.82
STEPBACK REQUIRED - 75%= 333.61'
STEPBACK PROVIDED 21.68% 20.85%, 31.54%= 75.07%= 333.96' I I
AREA OF STEPBACK REOURED 333.61' n 15' = 5006.15 SOFT.
AREA OF STEPBACK PROVIDED= 5,008.10 SOFT. I
AREA OF ADDITKINAL STEPBACK PROVIDED 1.002 SOFT. I 1
TOTAL AREA OF STEPBACK PROVIDED =6.811 SOFT.
utif
SIBS SF
10' SETBACK
LINE
SETBACK
�—PROVIDED
�-STEPBACK
\'o. PROVIDED
icen SF 20.85% PIA-- �,�
21.68% i6233F _ - V/ \\
% s' _ .0.0.080.0"000.01/1m11111111.0,0401AAIIPP'.
i
1111111111 I
ml I
II
15' SETBACK 1
LINE
S Oa OPE
5' SETBACK
LINE
SETBACK
PROVIDED
6
B PROPERTY LINE ` -E
NICHOLS BROSCH WURST WOLFE P ASS CIATES
PRaPER'fY LINE _ _ J
STEPBACK 0300 LEVEL
1. =30,0'
ALANIK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
A-0.05
,)6 15x1022
GARAGE ACCESS
BICYCLE RACK
Area Legend
1 -RETAIL
OI 2- F&B
L! 5- LOBBY
El 8- BOH
10- RECEIVING AND STORAGE
11- ENGINEERING
13- VERTICAL CIRCULATION
15- PARKING
ACCESSIBLE RA
LANDSCAPE
UFFER
APPROXIMATE \
FLOOD ZONE LINE
'RASH
CO
35'
LOADING 1
SPACES 1
t,tlT SF'••
T
COOSORY
1,381 S
NGT E ,uvTFDI
at0SF
I
REACH
ArX Ess
E.EVA-oR
APPROXIMATE
,LOOD ZONE
LINE
—
EXI
BEACH ACCESS S . AIR
BICYCLE RACK
BOOTING
PROPERTY LINE
COMMERCIAL/RETAIL
OUT ON Y I
C NC .,I L sLO A nv aN —
VALET PARKING
ACCESSORY
1,128 SF
BEACH ACCESS
N ELEVSTARS
GARAGE EXIT
ALET TANDEM
EXISTING
PROPERTY LINE
•
•
PEDESTRIAN BRIDGE
PROJECTION ABOVE
•
RESTAURANT
4.159 SF
1,693 SF
B B
BICYCLE RAC
EXTENDED
PROPERTY LINE
ARKING SCHE
ULE
INCREASED AR 38
BEACH ACCESS STAR
LANDSCAPE BUFFER
COASTAL CONSTRUCTION
CONTROL l NE. SEE
SURVEY
55
230
127
30
11
TO
64
528
HOTEL PA
SELF P
V
VALET DRE/
VALET BLED
VALET U
VALET TAHOE
BING
NG
ET
AT
OPAL SANDS
HOTEL
NICHOLS BROSCH WURST WOLFE RASSOCIATES, INC
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.06
0,.'152C2£
ntS,V1.1. Alan!
BEACH
ACCESS
ELEVATOR
CORONADO DRIVE
APPROXIMATE
FLOOD ZONE LINE
BEACH ACCESS STAIR
EXISTING
PROPERTY LINE
EXTENDED
PROPERTY LINE - -
646
1,538 SF
0
LL
POM LID
1,601 SF
0 ,.1
4 �
POOL
1.466 SF
\PO 1 3SGK
zjilAtI4TENANCE
176 SF
/
91B16
2469
STAIN
246 SF
Area Legend
❑ 1 -RETAIL
❑ 2- F&B
❑ 4- POOL
❑ 5- LOBBY
7- ADMIN OFFICE
8- BOH
9- FOOD SERVICE
11- ENGINEERING
12-RESTROOMS
13- VERTICAL CIRCULATION
15- PARKING
❑ 15- POOL
n 16 -DECKS, TERRACES & BALCONIE
EXISTING
PROPERTY LINE
INCREASED AREA 6 137 36 SF
OASTAL CONS TRUCTION--
CONTROL LINE. SEE
SURVEY.
NICHOLS BROSCH WURST WOLFE
- BEACH ACCESS STAIR
BEACH ACCESS STAIR)
-ADA EV
BEACH ACCESS
ELEVATORS
---APPROXIMATE
FLOOD ZONE
S INF
/-PEDESTRIAN BRIDGE
\\./ PROJECTIONVMOVE
•
•
PARKING SCHEDULE
66
COLORED. S
HOTEL PARKING S
230
127
30
SELF PARKING
VALET
VALET DRNEWAY
10
64
VALET ELECTRIC
VALET LIFT
VALET TANDEM
miumess
�a1 QQ LEVEL�LP-2
A-0.07 0 = 20'-0' S
OPAL SANDS
HOTEL
ALANIK HOTEL
1-LiVE. CL FAR03A I FR EL 33 767
A-0.07
CORONADO DRIVE
z 1161a
246SF.
206 SF
F,
Area Legend
• 13- VERTICAL CIRCULATION
15- PARKING
•
•
Cl)0
--1
73
m
v;)
NICHOLS BROSCH WURST WOLFE 8, ASSOCIATES INT
PARKING SCHEDULE
230
127
10
64
HOTEL PARKING
SELF PARKING
VALET
VALET DRIVEWAY
VALET ELECTRIC
VALET LIT
VALET TANDEM
526
COLOR I.D.
0150 P-3
OPAL SANDS
HOTEL
1. = 20-0'
ALAN 1K HOTEL
400 CORONADO DRIVE, CLEARWATER FL 337E7
A-0.08
Area Legend
1- GUESTROOMS-KING
Li 3- MEETING
3.5- PRE -FUNCTION
7- ADMIN OFFICE
8- BOH
9- FOOD SERVICE
11- ENGINEERING
12- CIRCULATION
12-RESTROOMS
13- VERTICAL CIRCULATION
V \
El 15- PARKING
CORONADO DRIVE
STAIR
M�
762 SF
MR#3 lM8
766 SF 7495
• CORRIDOR •
4,405 SF
FRE -FUNCTION
5,111 SF
BEACH ACCESS
ELEVATORS
PEDESTRIAN BRIDGE LINK
TO OPAL SANDS RESORT.
MORE THAN 11.0 FEET
ABOVE STREET LEVEL.
EXISTING
PROPERTY 1.I65
FXIENGED
PROPERTYUNE
V
NICHOLS BROSCH WURST WOLFE
'C)O
�`�V
C�3‘,F ��// [PARKING SCHEDULE
HOTEL PARKING
56
,
1,315 SF
COLOR 1.0.
230
SELF PARKING
127
30
VALET
VALET DRIVEWAY
VALET ELECTRIC
10
VALET LIFT
64
VALET TANDEM
528
OPAL SANDS
HOTEL
0200 LEVEL / P-4
1•=200
ALANIK HOTEL
400 CORONADO DRIVE. CLEARYVATER FL 33707
A-0.09
5
v '
Area Legend
\ 1- GUESTROOMS-DQ
• 4,
• • III1-GUESTROOMS-DQ-C
:<7 1. 1- GUESTROOMS-DQ-S
•
Li 1- GUESTROOMS-KING
III 1-GUESTROOMS-KING-C
j ■ 1- GUESTROOMS-SUITES
■ 1- GUESTROOMS-SUITES-C
4- POOL
4- RECREATIONAL
5- LOBBY
8- BOH
9- FOOD SERVICE
❑ 11- ENGINEERING
12 -CIRCULATION
12-RESTROOMS
13- VERTICAL CIRCULATION
15- PARKING
16 -DECKS, TERRACES & BALCONIES
CORONADO DRIVE
PEDESTRIAN BRIDGE LINK
TO OPAL SANDS RESORT.
MORE THAN 17'-0' FEET
ABOVE STREET LEVEL.
EXISTING
PROPERTY LINE
EXTENDED
PROPERTY LINE
MRE
NICHOLS BROSCH WURST WOLFE F ASSOCIATES INC
OPAL SANDS
HOTEL
0300 LEVEL / P-5
mo
ALAN IK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.10
IL `.:i2022
O
(
mI
II
EXISTING N'F '
PROPERTY LINE
sJ k—
fi
I I
CORONADO DRIVE 4
ROOF AREA
STAIR
231 SF
S
8E6
175 SF
,t OPEN TO' , OPEN TO•z'
BELOW BEL^OW- PANTRY
"' t CORRI09R'-157 SF
RRSSF
EXTENDED
PROPERTY LINE
GGA
SUITE -C
1,014 SF
Q5_4
478 SF
SUITF
938 SF
pq TiIFFEC
454 SF 911 SF
Qv5
454 SF
KId6
MI& 474 SF
KUNG -g 474 SF 474 SF
D4L E
454 SF
tia
474 SF 474 SF KING -C 475 SF
4]4 SF
NICHOLS BROSCH WURST WOLFE B ASSOCIATES, INC.
473 SF
935 SF
00-S
07_ SF - SUITEC
_07_10
1.064 SF
BEACH ACCESS
ELEVATORS
Area Legend
■ 1—GUESTROOMS-DQ
■ 1- GUESTROOMS—DQ-C
.1— GUESTROOMS—DQ—S
1— GUESTROOMS-KING
® 1— GUESTROOMS-KING-C
® 1- GUESTROOMS-SUITES
1-GUESTROOMS-SUITES—C
▪ 8- BOH
. 9- FOOD SERVICE
11- ENGINEERING
O 12— CIRCULATION
■ 13— VERTICAL CIRCULATION
(� 15— PARKING
OPAL SANDS
HOTEL
\ \
0400 & 0500 LEVELS
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.11
00 15,7022
HOtel bl I
\ Area Legend
" .1-GUESTROOMS-DO
;(� .1-GUESTROOMS-DQ-C
s ^' `\ 1111-GUESTROOMS-DQ-S
v D1- GUESTROOMS-KING
` `. 1- GUESTROOMS-KING-C
�\\ 1-GUESTROOMS-SUITES
CORONADO DRIVE
.1- GUESTROOMS-SUITES-C
8- BOH
.9- FOOD SERVICE
❑ 11 -ENGINEERING
❑ 12- CIRCULATION
IM 13- VERTICAL CIRCULATION
15- PARKING
',Cr
231 SF
CORRIDOR
1,885 SF
MEE
193 SF
Q4 ROTE -C
454 SF 911 SF
DOS
454 SF
01111
474 SF
54 SF 474 SF
pNS
454 SFF QC&474 SF
474 SF
474 SF
KING -C 474 SF
474 SF
CO -S
474 SF
SUITE X'
935 SF
-
�—
\'\°
BEACH ACCESS
ELEVATORS
NICHOLS BROSCH WURST WOLFE Fso:aaTes,i:::
OPAL SANDS
HOTEL
TYPICAL LEVEL (0600 TO 0900)
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL '33767
A-0.12
06, i 13i21,22
V\
, Area Legend
1111 , 1- GUESTROOMS-DQ
s In 1- GUESTROOMS-DQ-C
\
- - / , \ II 1- GUESTROOMS-DQ-S
,--,- a 1- GUESTROOMS-KING
GUESTROOMS-KING-C
...,
.- \ a 1- GUESTROOMS-SUITES
- s
\ .1- GUESTROOMS-SUITES-(
R 8- BOH
▪ 9- FOOD SERVICE
11- ENGINEERING
0 12- CIRCULATION
▪ 13- VERTICAL CIRCULATION
1111111111111111111111 0E1M MI 111111/0"
YaiNG1
474 F.F
474 SF 474 SF
Q4,3
l 90A
ca
454 SF 474 SF 11QA.
474 SF
474 SF
471.43F 41.r.to
835 SF
upT4IPE4
SKIA
474 SF
47.211, SUITE -5
1,013 SF
_ - -
NICHOLS BROSCH WURST WOLFE
OPAL SANDS
HOTEL
TYPICAL FLOOR PLAN LEVELS 1000 TO 1400)
t..
ALANIK HOTEL
40U CORONADO DRIVE, CLEARWATER FL 337E7
A-0.13
F 1
i
0-1
rr
-
m
CORONADO DRIVE
Area Legend
1111- GUESTROOMS - 2-2
■ 1-GUESTROOMS-DQ
■ 1- GUESTROOMS-DQ-C
5 1- GUESTROOMS-DQ-S
1- GUESTROOMS-KING
1- GUESTROOMS-KING-C
1- GUESTROOMS-SUITES
® 1- GUESTROOMS-SUITES-C
8- BOH
® 9- FOOD SERVICE
❑ 11- ENGINEERING
12- CIRCULATION
■ 13- VERTICAL CIRCULATION
6oDBY
324 SF—1
PANTRY
157 SF
STAIR
214 SF
SSI
938 SF
NICHOLS BROSCH WURST WOLFE „, L�
OPAL SANDS
HOTEL
TYPI AL FLOOR PLAN (LEVELS 15QQ11600)
= 21Y-8'
ALANIK HOTEL
40o COkCNAPO ) YI '! CLLAR,l-,l L -k 33 (87
A-0.14
5
rn
CORONADO DRIVE
-sc
02_2*
ROOF AREA
L
ROOF AREA
$ 1
ROOF AREA
\ ,
, Area Legend
-",
0 8- BOH
\ 111 13- VERTICAL CIRCULATION
•
\ •
\
‘‘,
B.O.R
1.606 SF
ROOF AREA
NICHOLS BROSCH WURST WOLFE
BALLROOM
-7
OPAL SANDS
HOTEL
ROOF LEVEL
1.=
ALAN 1K HOTEL
400 CORONADO DRIVE CLEARWATER FL 33167
A-0 .15
rUFpER'RESF
Il8' 8
r 80856
186'-0800
▪ 168066851 ,556'
▪ 16 VEI
r110058861
38-6•
✓ 200 LEVI,
17T.0
r110SLEVI,
lIT-6'
50 r LEYEL 106' 0'
r 500U:8EL
r10'
0805 66100
r
0)5 6866 6.6.
r 085LEVEL
0
r ,(700g050
0• 51'0'1001606/
0 560056
• II' 6'
r 00506EVEl0
38
r
011 1006LEVEL
r
UF0 16 1006'
r 55F -I
�..6
KEYNOTE LEGEND s; t
DESCRIPTION
101 CMU/CONCRETE SUBSTRATE WISMOOTH STUCCO FINISH.
ISO ALUMINUM STOREFRONT ASSEMBLY WR(YNAR FIN.
108 ALUMINUM & GLASS ENCLOSED PEDESTRIAN BRIDGE
108 ALUMINUM SLIDING DOOR ASSEMBLY
111 ALUMINUM/GLASS RAILING SYSTEM C 4r AF P. W/KYN1R
FINISH. COLOR TO BE SELECTED BY ARCHITECT
111 STAINLESS STEEL CABLE RAILINGS..
3
3
GJ
NICHOLS BROSCH WURST WOLFE
DESIGN GUIDELINES
1380 SoLI E C 3.
AREA OF WINDOWS OR DECORATION ON A FACADE
NORIF NEVATION1 S. STREET,
Stain HEVATgN1AACR6 OW MOP.,
EAST ELVATION ,C0.1.130 OPINE
ALLOWED, REQUIRED PROVIDED
80% 162%
68% OPEN GARAGE
60% 81 78%
8014 68%
940'
648
0650 P-0 ,`
\ 0550Pi
06004 s
0350F5
47,0'
"\ 015004J' 8' 5
010S f 0 ti
14' '
550P2.0
g'
\ \ 005 p 1
8.,6.
NAW
V 0
WEST ELEVATION (GULFVIEW BOULEVARD).
ALANIK HOTEL "' A-0.16
400 CORONADO DRIVE. CLEARWATER FL 33767
*1'15,202",
GJ
I 10
DESCRIPTION
101 CMUICONCRETE SUBSTRATE W]SMOOTH STUCCO FINISH.
102 CAST STONE CLADDING.
103 WALL CLADDING'. HORIZONTAL INSULATED METAL
COMPOSITE PANELS OR SIMILAR.
107 ALUMINUM WINDOW WALL ASSEMBLY WMYNAR FIN.
110 ALUMINUM GARAGE VISION BARRIER SYSTEM (VERT ACADE
301 BY CS CORP OR ACCEPTABLE EQUIVALENT). W/ KYNAR
FINISH.TO MEET WIND LOAD REQUIREMENTS.
112 STAINLESS STEEL CABLE RAILINGS.
113 CONCAVE TOOLED STUCCO REVEAL. (REFER TO PROJECT
MANUAL FOR MININUM SPACING REQUIREMENTS).
116 ALUMINUM PORTE -COCHERE CANOPY WITH GLASS TOP.
NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC.
DESIGN GUIDELINES
ALLOWED/ REQUIRED PROVIDED
BBD 5a Lon C.3.
AREA OF WINDOWS OR DECORATION ON A FACADE
NORM ELEVATION 151651PEE11 60% 78.2%
50011ELEVAI'IONI EACALO EAST PROPERTY/ 60% OPEN GARAGE
EAST ELEVATIONIODNONS00 DRIVE/ 60% 61.76%
WEST FLEVATAM IOMF!E W Siwe 60% 88%
EAST ELEVATION (CORONADO DRIVE).
A-0.17 1-- 20.-0'
UPPER ROOe'F
16'. %
ROOF LEt66VEL
Y
,0001.1EVEL 5
two LEVEL
I.EATL ti
IyE g'
I.VO LEV L 5
t2r 0'
1100 LEVEL
nr-e� ti
1000 LEVEL
108'-0' •
0700 LEVEL
ar e•
OaW LEVEL
0100 LEVEL
tY 6'
0600 LEVEL0
10.'
0000 41, %
eo g'
0400 _ESEL
si ti
0805:.eSEl
er.a• ti
01(E LEVEL
70.2
O,SU %
IY g'
0,00 LEVEL
IT B'
OFE
IE. 211'
0001' 0 Pt S
a'
HAVD 5L
0.O'
ALANIK HOTEL A-0.17
400 CORONADO DRIVE. CLEARWATER FL 33767
06/182022
0950 P 11
96-P
87.6'
9ISOP9
.I`7Y 0'
0650 P8
9550 P 7
• 61'.8'
OR60P'6
57.4'
r 6wp s
u"B'
Tti
z4'
r DROP '
1T 0'
�
8050E-2 15'P
,r rt"
a r
M
1\
KEYNOTE LEGEND MEN
101 CMUKANLI,, LHSTRA t ,t UCCO FINISH.
102 CAST STONE <.t 700700
105 ALUMINUM STOREFRONT ASSEMBLY WMYNAR FIN.
I IT ALUMINUM GARAGE VISION BARRIER SYSTEM N/F.RT-A-CADE
301 BY GS CORP OR ACCEPTABLE EQUNALENT0 WI KYNAR
FINISH.TO MEET WIND LOAD REQUIREMENTS.
111 ALUMINUM/GLASS FLAILING SYSTEM 4T Al F. WMYN R
FINISH. COLOR TO BE SELECTED BY ARCHITECT.
112 STAINLESS STEEL CABLE RAILINGS.
114 WEATHERPROOF LOUVER ASSEMBLY WITH INSECT
SCREENS IN EXTRUDED ALUMINUM FRAME WIKYNAR
FINISH. TO MEET WIND LOAD REQUIREMENTS.
115 GARAGE ROLL -UP DOOR
117 ALUMINUM PORTECOCHERE CANOPY WITH GLASS TOP.
117 ALUM. CABANA STRUCTURE W/ KWEAR FINISH. ANCHORED
TO STRUCTURAL SLAB.
NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC
Ile
DESIGN GUIDELINES
ALLOWED/ REQUIRED PROVIDED
BBD 500000 C 3
AREA OF WINDOWS OR DECORATION ON A FACADE
NOR, ELEVATION I S15510E0T, 60% 782%
aoVm ELEVATIONFAL.. EXIST '10560T1 60% OPEN GARAGE
EAST ELEVATION 10050NA0050160 6099 61 76%
WEST @16001pN IOI&FWRR S/00 / 909E 68%
WEER !IOU; 1t
6
5(X%8011'
lr
1610 LEes VEL
15000110
.6
M00, V6
tib 6'
IRIS/EVIA
T . 1
1100 LLV of 5
?iT
1000 LE00/ 1
090014761
y, 9$.6
U5'
t ' 800L69 nEVl
.ti
0700T0600 LEVEL
EVEL 5
9' 6'
i0 0'
=� 05001EVEL
0100 LEVEL
0300 lin.
ti
0200 LEVEL
36' '.
0110 LEVEL S
\ 1TUF4 L
16' 2 }9'
WOOF1
'0'";11'.
nvp
s ,1" ti
NORTH ELEVATION (5th STREET).
ALANIK HOTEL A-0.18
400 CORONADO DRIVE, CLEARWATER FL 33767
OW1512012
,418,
ROOF r LEVEL
▪ 6E-
ILACUVEL
• s5' -s'
: 1400e AVER.
HOO LEVEL
136' 6'
lk 1OTU LEVEL
i1T110U4EVEL
6'
IA LEVEL
LOB' -0'
0900LEVEL8•
%
9B• 8O0L VEL
• Ip0TOOB• LEVEL
�. O600 LEVEL
05W6' LEVEL
fi0
f 01W 0' LEVEL
51'
0351LEVEL
02W2' IEVEI
3P -
II. 0,00 EVEL
,
DE
BE 2k6'
0000 P 1
/ 6'
VAST
0' 0•
\
KEYNOTE LEGEND
DESCRIPTION
101 CMU!CONL:RE TE SUBSTRATE WISMOOTH STUCCO FINISH.
103 WALL CLADDING. HORIZONTAL INSULATED METAL
COMPOSITE PANELS OR SIMILAR
105 ALUMINUM STOREFRONT ASSEMBLY W,KYNAR FIN.
108 ALUMINUM & GLASS ENCLOSED PEDESTRIAN BRIDGE.
110 ALUMINUM GARAGE VISION BARRIER SYSTEM (VERT-A-CADE
301 BY CS CORP OR ACCEPTABLE EQUIVALENT); W, KVNAR
FINISH. TO MEET WIND LOAD REQUIREMENTS.
113 CONCAVE TOOLED STUCCO REVEAL.: (REFER TO PROJECT
MANUAL FOR MININUM SPACING REQUIREMENT'S).
NICHOLS BROSCH WURST WOLFE &ASSOCAIES, INC
DESIGN GUIDELINES
ALLOWED/ REQUIRED PROVIDED
BOO Section C 3.
AREA OF WINDOWS OR DECORATION ON A FACADE
NOR r. ELEVATION ts,Nsmsrr, 60% 782%
sartn ELRVATONt ACNO MST PADEFA,; E0% OPEN GARAGE
EAST ELEVATION HCOMNVAO DRIVE, BO% 61 76%
wES El EVATIONIDVLEVIE*0,LVV; 50% 68%
SOUTH ELEVATION.
AO 19 1' 20'.0
ALANIK HOTEL A-0.19
400 CORONADO DRIVE, CLEARWATER FL 33767
W15'2022
GULFVIEW
BOULEVARD
,
NICHOLS BROSCH WURST WOLFE ASS')CIATES
SECTION 1
11 = 101-01
76-8
_ _ RQQFLOVEO
l'2= 00
IW1VEOL.
-12001in fto
--
t
"-Q° L9W00-
t1
; "Mia -M10-
-\
--°"°
"°°g1-.
– — –
_ _ _01201ar6L
— – — – —0201WS
0100 EL
IT -6
'17°,7S
16.-208 CORONADO
DRIVE
ALAN IK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.20
1,111,1,12
50 P-11
98.0'
84-B'
0050 P-10
PV
ea -d•
/l 0850 Pd
-477
81'
06550 Pd
52'-d'
0350 Pd
13'-0•
0250 PJ
0-4P 0160
p
005
15'-0'
0000 P-1
1'-6'
(P-8
GARAGE
P-6.1 (P-6
P-3.1
SFI -PARKING
GARAGt
GARAGE
GARAGE
GARAGE
GARAGESELFDARKIRG
1000 LEVEL
tOB'-0'
__aPLi #__A900LEVEL
98-6'
– — –– —°041:1,÷! 080QLEV
89'-0'
- - -\ 4�-P • 0l0QLEVEI
LEVEL
_'` 0550 P ] _QSOQLEVEL
06 Pd 0600 LEVEL
51'
NICHOLS BROSCH WURST WOLFE & A`i3OCIATE: INC.
0000 P-1
d -6'
NAVD
SECTION 2
.1ao•
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL. 33767
A-0.21
3„155,1622
477
RI R Pt P_R
t
F.easevaltaNte
MMMMM
11'
ti
11
tiiiiiinN01
opornps I
rtEUItliuI4 ;•
OMNI
E I II VIM
o
LU
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C4
(r)
0
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0
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IOW-IA.1IC umou ...low to. I 1sluetunoomseffiennalesak,
3
NORTH GULFVIEW BOULEVARD
SOUTH CORONADO DRIVE
NICHOLS BROSCH WURST WOLFE crs
NORTH CORONADO DRIVE
LAMMAPEB
BE.11AMESS MAR
SOUTH GULFVIEW BOULEVARD
71/8. 3
TO OP. SAMOS RESORT
ALAN 1K HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.24
THEORETICAL MAXIMUM BUILDING
ENVELOPE = 10.135,853.79 CF
SITE MASSING ANALYSIS 1
Beach By Design
C. Design. scale and mass at buildings
4. No moro Man tiOM al Me Moore. I
Maximum buillng envelope ballad above
alevaVon, wil ocarn by a build,. For
1110 purpose of this War.. Illeorra
OCIGs 5.. a 555555<
perrnitted Mak, volume. could Do
theasekaM ocomMa M DMMIng and
SI <5 5555555 babns 5555%. 55
occumml by Imilldom iimMdm porbon
vMDle Iran a ROM stem
mmmmam, mime. memiimmmy
Omaloornem Coo. Amole se3<58-102.
pone areas Noe been by law
ImMIng Imagin may De measime4 as
MomilD <5 1515152 5552555 151<
olovaWfla conslIkile Nos, ,adis
No.
Themes. rum. calculodomumimes
following sot.. '
Front Moron...Fest IMO. min.
FronM.CmIlmow,m1: nvIn.
Front &Mufti 1MM min.
Inlet. MEN Maries,(Y
ALLOWABLE BUILDING ENVELOPE = 60% OF
THEORETICAL MAXIMUM BUILDING ENVELOPE
(10,135,853.79 CU. FT. x 0.60) = 6.081,512.27 CLEFT.
PROPOSED DESIGN = 2,388,187.29 CU.FT. 23.56% OF
THEORETICAL MAX. (<60%)
NICHOLS BROSCH WURST WOLFE
PROPOSED DESIGN BUILDING
ENVELOPE = 2.388.18729 CF
23.56% OF THEORETICAL MAXIMUM
SITE MASSING ANALYSIS 2
ALAN IK HOTEL
400 CORONADO DRIVE CLEARWATER FL 33767
A-0.24.1
Mt.. 1,20,2
BUILDING HEIGHT MAY BE INCREASED TO ONE HUNDRED AND FIFTY FEET (150) IF
PORTIONS OF ANY STRUCTURE WHICH EXCEED ONE HUNDRED FEET(100) IN HEIGHT ARE SPACED AT LEAST ONE HUNDRED (1001 ATARI,
WITH NO MORE THAN FOUR (0) STRUCTURES WHICH EXCEED ONE HUNDRED FEET (100') WITHIN EIGHT HUNDRED FEET (800')
1
1
N.) NICHOLS BROSCH WURST WOLFE
5
SITE PLAN TOWER SEPARATION
1- =
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.25
SUN STUDY 12-21-10AM
SUN STUDY 01-21-10AM
1" =100'01
SUN STUDY 12-21-11AM 3 SUN STUDY 12-21-12PM
A-0.26
SUN-0'STUDY 01-21-11AM
SUN STUDY 02-21-10AM ti SUN STUDY 02-21-11AM
9}SUN Sfl)DY 01-21-12PM
A-0.26 / 1" = 100'-0'
SUN STUDY 12-21-1 PM
SUN STUDY 12-21-2PM 6 SUN STUDY 12-21-3PM
SUN STUDY 41-21-1PMSUN STUDY 01-21-2PM
A-
0.26 1"= 100'-0" A-0.26 � t' = 100'-0"
1s SUN STUDY 02-21-12PM 16 SUN STUDY 02-21-1PM
A-0.26 / 1' = 100'-0"
NICHOLS BROSCH WURST WOLFE ASSOCIATES, INC.
2 SUN STUDY 01-21-3PM
A-0.26 / 1' = 100'-0•
17 TUDY 02-21-2PM 16 SUN STUDY 02-21-3PM
A-0.28 1• = 100'01
A-0.26 1• =
* DAYLIGHT SAVINGS FROM MARCH 10 TO NOVEMBER 3
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.26
(-7 SUN STUDY 3-21-10AM
A-0 27 1" = 10fY-0.
SUN STUDY 4-21-10AM
1.= 100AO.
SUN STUDY 5-21-10AM
SUN STUDY 3-21-11AM 3 SUN STUDY 3-21-12PM
= 100,0.
SUN STUDY 4-21-11AM
SUN STUDY 5-21-11AM
=
SUN STUDY 4-21-12PM
= 100.-01
SUN STUDY 5-21-12PM
NICHOLS BROSCH WURST WOLFE &ASSOCIATES, INC
SUN STUDY 3-21-1PM
SUN STUDY 4-21-1PM
A-0 17 1' - 100,0'
SUN STUDY 5-21-1PM
= 100-0.
SUN STUDY 3-21-2PM
SUN STUDY 4-21-2PM
11 = 700-0
SUN STUDY 5-21-2PM
I' = 100'-0"
SUN STUDY 3-21-3PM
= 1000
SUN STUDY 4-21-3PIVI
A 0 27 1 = 1D0 01
(SUN STUDY 5-21-3PM
A-018 27/ I = 1004'
* DAYLIGHT SAVINGS FROM MARCH 10 TO NOVEMBER 3
ALAN 1K HOTEL
400 CORONADO DRIVE. CLEARWATER FL 3376
A-0.27
N STUDY 06-21-10AM
-1w o
7 o/ SUN -0STUDY 07-21-10AM
A-le
N STUDY 06-21-11 AM
SUN STUDY07 AM
A-0.28
SUN STUDY 08-21-10AM 1d SUN STUDY 08-21-11AM
/ SUN -0STUDY 06-21-12PM
A -0.29
s 1 SUN STUDY 07-21-12PM
A-0.28 / 1• = 100-0'
A-0.28 SUN STUDY 06-21-1 PM
0 SUN STUDY Q-21-1 PM
A-0.28 1' = 100'-0"
•
9
SUN STUDY 08-21-12PM 16 SUN STUDY 08-21-1 PM
NICHOLS BROSCH WURST WOLFE &ASSOCIATES INC
= 100•-0'
U0-028 SUN STUDY 06-21-2PM
1' = 100'-0'
SUN STUDY 07-21-2PM
0-0.28 / 1' = 100'-0"
SUN STUDY 06-21 M
1.=100-0
N STUDY 07-21-3PM
= 100-0"
SUN STUDY 08-21-2PM 8 N T DY 08-21-3PM
A-0.28
* DAYLIGHT SAVINGS FROM MARCH 10 TO NOVEMBER 3
ALAN IK HOTEL
400 CORONADO DRIVE. CLEARVVAfER FL 33767
A-0.28
v.._-2.122
SUN STUDY 09-21-10AM
A-0.29
00'4;
SUN STUDY 10-21-10AM
SUN STUDY 11-21-10AM
1' = 100-0.
SUN STUDY_Q9-21-11AM
A-0.29 1' = 100.-0"
a SUN STUDY 10-21-11AM
0-0.29)1' • 100,0
4 SUN STUDY 11-21-11AM
0-0.29 1' = 100.-0.
A-0.29
1" = 100.-0"
o SUN STUDY 10-21-12PM
A-0.29 1" • 100-0.
SUN STUDY 11-21-12PM
A-0.29
NICHOLS BROSCH WURST WOLFE & ASSOCIATES INC
1) SUN STUDY 09-21-1PM
(
0-0 29 V' = 100-0"
(:)SUN STUDY 10-21-1PM
A-0.29 r
SUN_STUDY 11-21-1PM
SUN STUDY 09-21-2PM
A-0.29 1" - 100-0"
SUN STUDY 10-21-2PM
_z_..)SUNSTUDY 11-21-2PM
A-0 29 1 = 100-0'
2j SUN STUDY 10-21-3PM
(
A-0.29 1" =100-0
SUN STUDY 11-21-3PM
A-0.29) 1" = 100-0'
* DAYLIGHT SAVINGS FROM MARCH 10 TO NOVEMBER 3
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-0.29
,,,VVY2.022
12-RESTROOMSI
Name
Area Sc0edu8 (0300 SERIES)
!cool! Area 1
Duper'maul
12-2 UNIT
I 41 5,961 SF1
1- GUESTROOMS - 2-21
4 5,961 SF
DO
10
4,545 SF
1- GUESTROOMS-DO
00-2
1,383 SF
1- GUESTROOMS-DO
13 5,908 SF
00-C
30 14,234 SF
1- GUESTROOMS-DOC
00-3
3 1,383 SF
1- GUESTROOMS'OOC
00-4
9 4,269 SF
1-GUESTROOMS-0GC
42 19,888 SF
00-S
38
18,921 SF
1- GUESTROOMS-DOS
00.1
3
1,434 SF
1- GUESTROOMS470S
00-3
3
1,383 SF
1- GUESTROOMS-00S
00-4
3
1.423 SF
1- GUESTROOMS4N}S
00-5
5
1,419 SF
1- GUESTROOMS4308
48 22,580 SF
KING
33
15,501 SF
1- GUESTROOMS-KING
KING -1
1,363 SF
1- GUESTROOMS-KING
36 16,884 SF
KING -2
12
5.889 SF
1- GUESTROOMS-KING-C
KING -C
30
14,033 SF
1- GUESTROOMS-KING-C
42 19,722 SF
SUITE
10
9,381 SF
1- GUESTROOMSSUITES
SUITE -2
3
2,813 SF
1- GUESTROOMS-SURES
13 12,194 SF
SUITE -1
3
3,042 SF
1-GUESTROOMS-SUITES-C
SURE -3
3
2,733 SF
1- GUESTROOMS-SURES-C
SUITE -4
3
2,804 SF
1- GUESTROOMS-SUITES-C
SUITES
3
3,090 SF
1- GUESTROOMSSUITES-C
SURE -C
36
34,784 SF
1-GUESTROOMS-SUITES-C
48 48,454 SF
BOH
1
348 SF
1 -RETAIL
COMMERCIAURETAIU
ACCESSORY
5
13,102 SF
1 -RETAIL
MARKETPLACE
1
1,787 SF
I -RETAIL
7 15,235 SF
CAFE/BAR
1
918 SF
2- FAB
POOL BAR
1
1,297 SF
2 -FIB
RESTAURANT
2
9,359 SF
2 -FIB
4 11,574 SF
BALLROOM
1
9,114 SF
3 -MEETING
CORRIDOR
1
233 SF
3 -MEETING
MR//1
1
644 SF
3- MEETING
MR02
1
749 SF
3- MEETING
MR03
1
788 SF
3- MEETING
MR04
1
782 SF
3- MEETING
PAM/5
1
930 SF
3- MEETING
MRIS
1
607 SF
3- MEETING
PRE -FUNCTION/
BALLROOM
1
1,718 SF
3 -MEETING
9 15,522 SF
PRE -FUNCTION
1 5,111 SF
3.5- PRE -FUNCTION
1 5,111 SF
FITNESS CENTER
1,887 SF
4- RECREATIONAL
SPA
2,831 SF
4- RECREATIONAL
2 4,498 SF
ELEV. VESTIBULE
4
893 SF
S LOBBY
LOBBY
1
7,341 SF
S LOBBY
RECEPTION
1
204 SF
5 -LOBBY
6 8,437 SF
H.R.
1
448 SF
7 -ADMIN OFFICE
OFFICE
1
312 SF
7- ADMIN OFFICE
OFFICES
3
1,988 SF
7 -ADMIN OFFICE
5 2,747 SF
B.0.H
9
4,501 SF
8 -BOH
BOH
14
5,443 SF
6- BOH
8011 CORRIDOR
1
4,852 SF
8 -ROE
EMPLOYEE BREAK ROOM
1
727 SF
5,50H
Area Schedule (0300 SERIES)
Name
Count Area
Dep-Nnenl
HOUSEKEEPING
14
2,178 SF
5 -BOH
HOUSEKEEPING OFFICE
1
146 SF
8- 8011
JANITOR
I
59 SF
8- BOH
MENS
1
323 SF
8 -BOH
SECURITY
2
483 SF
8- BOH
SERVICE CORRIDOR
1
3,177 SF
8.508
STORAGE
1
188 SF
8- BOH
VALET
1
105 SF
8- BOH
WOMENS
1
300 SF
8 -BOH
48 22,482 SF
KITCHEN
2
5,759 SF
9- FOOD SERVICE
PANTRY
13
2,023 SF
9- FOOD SERVICE
POOL BAR1
1
0 SF
9 -FOODSERVICE
16 7,782 SF
CAN WASH1
2
96 SF
10 -RECEIVING AND STORAGE
DOCK MASTER
1
263 SF
10- RECEIVING AND STORAGE
DRY STORAGE
1
722 SF
10- RECEIVING AND STORAGE
HOLDING STORAGE
1
502 SF
10- RECEIVING AND STORAGE
LINEN
1
241 SF
10- RECEIVING AND STORAGE
LIQUOR STORAGE
1
442 BF
10- RECEMNG MID STORAGE
LOADING
1
2.323 SF
10- RECEIVING AND STORAGE
RECYCLING / REF. TRASH
1
313 SF
10- RECEIVING AND STORAGE
SOLED LINEN
1
248 SF
10- RECEIVING AND STORAGE
TRASH COMPACTOR
1
416 SF
10- RECEIVING AND STORAGE
10 5,571 SF
BON
2
1,842 SF
11 -ENGINEERING
BOH
4
2,180 SF
11 -ENGINEERING
CHILLERS
1
883 SF
11 -ENGINEERING
COOLING TOWERS
1
985 SF
11 -ENGINEERING
ELECTRICAL
1
98 SF
11 -ENGINEERING
ENGINEERING OFFICE
1
714 SF
11 -ENGINEERING
ENGINEERING SHOP
1
857 SF
11 -ENGINEERING
FIRE COMMAND
1
237 SF
11- ENGINEERING
MAINTENANCE
I
178 SF
11 -ENGINEERING
MEP
30
5,517 SF
11 -ENGINEERING
POOL EQUIP.
1
118 SF
11- ENGINEERING
POOL EQUIPMENT ROOM
1
510 SF
11- ENGINEERING
STORM VAULT
1
702 SF
11- ENGINEERING
48 14,394 SF
BRIDGE
1 1,315 SF
12 -CIRCULATION
CORRIDOR
15 29,881 SF
12 -CIRCULATION
LOBBY
14 4,791 SF
12 -CIRCULATION
30 38,087 SF
I RESTROOMS
1 51 2.961 SF!
5 2,951 SF
ELEV.
34
8,781 SF
13- VERTICAL CIRCULATION
STAIR
69
19,197 SF
13- VERTICAL CIRCULATION
TOTAL
103 27,958 SF
538 329,880 SF
6%::'
NICHOLS BROSCH WURST WOLFE FA533OCIATFS, INC
P1 Parking Schedule
Type I Count I Comments
HOTEL PARKING
Park ParkingSpace
9'x18'- 90 deg_
HOTEL PARKING
Park_Parki gSPeoe_ADA
17x18'-90 deg ADA
HOTEL PARKING
0050 P-2: 33
33
Park_ParkEgSEace
9x18'-90 deg_
22
HOTEL PARKING
Pak_PaAin9SPara_ADA
17x18-90 deg ADA
HOTEL PARKING
0150 P-3: 23
HOTEL PARKING 55
23
58
SELF PARKING
1Park Perkir9Spece
19x18'-00de9_ I
121 SELF PARKING!
0150 P-3: 12
12
Park_ParkingSpace
9x18'-90 dem
25
SELF PARKING
Perk PakingSp9ao ADA
1701E- 90 deg ADA
SELF PARKING
0250 P-4 25
26
Pak PakingSpace
9'x 1E-90 deg_
25
SELF PARKING
Pak_PakkrgSpaceADA
0350 P-5. 28
12'x10-90 deg ADA
SELF PARKING
26
Pak_PakingSpace
9x10-90 deg_
26
SELF PARKING
Pak_PakkgSpaca ADA
12x18'-90 deg ADA
SELF PARKING
0450 P-6: 27
27
Pak_Parkin9Space
9x18'-90 deg_
26
SELF PARKING
Park _ParlogSpaceADA
17x 1B'-90 deg ADA
SELF PARKING
0550 P-7: 27
27
Pak PakingSpace
9x18'-90 deg_
26
SELF PARKING
Pak PakirgSpaSe_ADA
17x18'-90 deg ADA
SELF PARKING
0650 P-8. 27
27
PakPakingSpaee
0x18'- 90 deg_
28
SELF PARKING
Pak_Pakin9SpaceADA
17x18'-90 deg ADA
SELF PARKING
0750 0-9. 27
27
PakPakingSpace
9'x18-90 deg_
26
SELF PARKING
Pak Pad/MI/Space ADA
17x18'- 90 deg ADA
SELF PARKING
0860 P-10: 27
27
Pak PakingSpace
9'x10-90 deg_
30
SELF PARKING
PaA_PRkkgSpace_ADA
12'x18'-90 deg ADA
SELF PARKING
0950P-11'31
SELF PARKING. 230
31
230
P1 Parking Schedule
Type I Count I Comments
VALET
Park Parkin9Slace
8'6'x10- 90 deg
79
VALET
Park_ParkirgSlace
9x18'-90 deg_
21
VALET
Park_ParkingSpeoe_ADA
12'x18'-90 deg ADA
VALET
0000 P-1: 101
101
Park_Parkln9Space
10x10-90 deg
0050 P-2: 26
VALET: 127
26
26
12/
VALET
VALET DRIVEWAY
Perk PerkingSp0ce 123' x 9 Parallel
221 VALET DRIVEWAY!
0000 P-1: 22
22
Park_ParkmgSPaca 123' x E Parallel
BI VALET DRIVEWAY!
0050 13-2: 8
VALET DRIVEWAY' 30
30
VALET ELECTRIC
PakPakingSpace
Per4Pakln9Spece
8' 6. 18' deg
23' x 9 Parallel
10
VALET ELECTRIC
VALET ELECTRIC
0050 P-2. 11
VALET ELECTRIC: 11
11
VALET LIFT
IBask_PaddoR 4117 JP !Beak: Parka
10! VALET LIFT]
0050 P-2'. 10
VALET LIFT: 10
10
10
VALET TANDEM
leak PakingSpace I86'x1E-90deg
53! VALET TANDEM!
0000 0-1 53
53
Park space
0050 P-2: 11
VALET TANDLnn [;n
8'0x10-90
11 VALET TANDEM!
11
64
Grand total
528
ALAN1K HOTEL
00 CORONADO DRIVE, CLEARWATER FL 33767
A-0.30
06, 1511062.2
PARKING
56,568
SF
0300 LEVEL/P5
G
SFB
1
1111.111.0W
OEC14/RAi C.ITFRR.
2.643 SF
-T
0700 LEVEL / P-9
1'42 8042
ACCESSORY USE AREA CALCULATION
Level
Name
Area
0000 P-1
RESTAURANT
4.159 SF
0000 P-1
COMMERCIAURETAI/ ACCESSORY
2028 SF
0000 P-1
COMMERCIAURETA6J ACCESSORY
4.921 SF
0000 P-1
COMMERCIAURETAL/ ACCESSORY
2,679 SF
0000 P-1
COMMERCINJRETAI/ ACCESSORY
1,381 SF
0000 P-1
COMMERCIAL/RETAIL/ ACCESSORY
1893 SF
0100 LEVEL
RESTAURANT
5,201 SF
0100 LEVEL
MARKETPLACE
1,787 SF
0100 LEVEL
CAFE/BAR
918 SF
0200 LEVEL
BALLROOM
9.114 SF
0200 LEVEL
MR//1
644 SF
0200 LEVEL
MR43
766 SF
0200 LEVEL
MR82
749 SF
0200 LEVEL
6884
782 SF
0300 LEVEL
SPA
2,831 SF
TOTAL
40,033 SF
0100 LEVEL / P2
0400 LEVEL
GROSS AREA
14,526
F
DECK/BAI C./TFRR.
I2,843 SF
-
0800 LEVEL / P-10
ACCESORY USE GROSS FLOOR AREA CALCULATION
Level
Area
0000 P-1
31,203 SF
0100 LEVEL
26,875 SF
0200 LEVEL
43,388 SF
0300 LEVEL
23,119 SF
D400 LEVEL
14,659 SF
0500 LEVEL
14,595 SF
0600 LEVEL
14,526 SF
0700 LEVEL
14,526 SF
0800 LEVEL
14,526 SF
0800 LEVEL
14,526 SF
1000 LEVEL
10.526 SF
1100 LEVEL
14.528 SF
1200 LEVEL
14.526 SF
1000 LEVEL
14,526 SF
1500 LEVEL
14.526 SF
1800 LEVEL
14.526 SF
ROOF LEVEL
1.808 SF
300.888 SF
ACCESSORY USES
ACCESSORY USES AREA TOTAL 40,033 SO.FT.
GSF-VG
246 SF -
LSF -VG
2965F
0150 P-3
HOTEL GROSS FLOOR AREA = 300.886 SOFT.
(excluding pasting garege.slaineeSs and elevators)
PER CCC SECTION 2-802.105The maxflow area for
accessory uses located vellen the budding interior shall
be 15% of the gross flour area of Me development.
1•= 80.0''
14429g�
5
SF
rt -t,
I PECK/BA, CfreliR
2,781 SF
_-T
0500 LEVEL / P-7
PA I \
SF
Ifi! ial
1'•80.42
GROSS AREA
14,526
SF
0900 LEVEL / P-11
ACCESSORY USES = 13.30% OF GROSS FLOOR AREA.
NICHOLS BROSCH WURST WOLFE P ASSOCIATES, INC.
GROSS AREA CALCULATION - HOTEL
Level
Arm
0000 P-1
13,202 SF
0100 LEVEL
26,875 SF
0200 LEVEL
43,366 SF
0300 LEVEL
23,119 SF
0400 LEVEL
14,859 SF
0500 LEVEL
14,595 SF
0600 LEVEL
14,526 SF
0700 LEVEL
14,526 SF
0800 LEVEL
14,526 SF
0900 LEVEL
14,526 SF
1000 LEVEL
14,526 SF
1110 LEVEL
14,526 SF
1200 LEVEL
14,528 SF
1400 LEVEL
14,526 SF
1500 LEVEL
14,528 SF
1600 LEVEL
14,526 SF
ROOF LEVEL
1.806 SF
282,885 SF
PARKING
SF
41.876
SF
GROSS AREA CALC. - COMMERCIAL
Level
Area
0000 P-1
18,002 SFI
18,002 SF
GROSS AREA CALCULATION - PARKING
Level
Area
0000 P-1
56,568 SF
0100 LEVEL
33.018 SF
0160 P-3
15,686 SF
0200 LEVEL
13,890 SF
0300 LEVEL
10,144 SF
0400 LEVEL
14,080 SF
0500 LEVEL
14,091 SF
0600 LEVEL
10.154 SF
0700 LEVEL
14,118 SF
0800 LEVEL
14,099 SF
0900 LEVEL
14.155 SF
218,003 SF
OL CKIBALCJTFRR.
1,416 SF
0200 LEVEL / P-4
r=80,42
PgeKMS1
SF i
OECKISALC /TERR
2,843 SF
--T
0600 LEVEL / P-8
1'=6042
GROSS
1S AREA
16
SF
L 1 2.843 SF
-7
2 TYPICAL FLOOR PLAN
GROSS AREA CALCULATION - STAIRS 8 ELEVATORS
Level
Nee
0000 P-1
4,257 SF
0100 LEVEL
9,134 SF
0150 P-3
1,153 SF
0200 LEVEL
2,607 SF
0300 LEVEL
2,060 SF
0400 LEVEL
1,895 SF
0500 LEVEL
1.917 SF
0600 LEVEL
1.929 SF
0700 LEVEL
1,929 SF
0800 LEVEL
1,929 SF
0800 LEVEL
1,929 SF
1000 LEVEL
1,248 SF
1100 LEVEL
1,248 SF
GROSS AREA CALCULATION -TERRACES...
Nem
0000 P-1
3,018 SF
0100 LEVEL
24,868 SF
0200 LEVEL
3.696 SF
0300 LEVEL
9,079 SF
0400 LEVEL
2,758 SF
0500 LEVEL
2.761 SF
0600 LEVEL
2.843 SF
0700 LEVEL
2,843 SF
0800 LEVEL
2.843 SF
0900 LEVEL
2,843 SF
1000 LEVEL
2.843 SF
1100 LEVEL
2,643 SF
1200 LEVEL
2,843 SF
1200 LEVEL
1,248 SF
1400 LEVEL
2,843 SF
1400 LEVEL
1,246 SF
1500 LEVEL
2,843 SF
1500 LEVEL
1,246 SF
1800 LEVEL
2,843 SF
1800 LEVEL
1,246 SF
ROOF LEVEL
578 SF
32,812 SF
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
75,001 SF
A-0.31
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(P -E) (P -F)
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P-10
EXISTING ACCESSIBLE ROUTE
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BRIDGE ACCESIBLE ROUTE STREET LEVEL
=,0-0'
NICHOLS BROSCH WURST WOLFE & A„C,CIATFS,lNC
ALAN IK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
A-1.03
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BRIDGE PLAN LEVEL 0200
NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC.
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400 CORONADO DRIVE, CLEARWATER FL 33767
A-1.04
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400 CORONADO DRIVE. CLEARWATER FL 33767
A-1 0 5
11111111111111111111111111111111111111111111111111111111111111•1111111111111111111MUMMUM11111111111111111111111111
CORRIDOR
Q03- SUITE TYPE S3
NICHOLS BROSCH WURST WOLFE aAssocrFs INC
0-
CORRIDOR
DOUBLE QUEEN & KING CONNECTING ROOMS
ALANIK HOTEL
400 CORONADO DRIVE, CLEARWATER FL 33767
A-2.00
2
s
N
S'm
CAST STONE CLADDING
C
ALUMINUM PARKING GARAGE
VISION BARRIER- (VERTACADE 301
BY CS CORP. OR ACCEPTABLE
EQUIVALENT).
INSULATED METAL
COMPOSITE PANELS
C]
SMOOTH STUCCO FINISH WINDOW WALL ASSEMBLY
101
101
CONCAVE TOOLED STUCCO REVEAL
UPPER ROOF
179-B'
- ROOF LEVEL.I�
168'-2'
_1600 LEVEL
155'-C
BOO LEVEL
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127'7'-0'
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_ 0600 LEVEL
70'-Y
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69-6'
_ 0400 LEVEL
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41'-6' Y
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NAVD 00
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NICHOLS BROSCH WURST WOLFE & ASSOCIATES, INC.
EAST ELEVATION MATERIALS (CORONADO DRIVE).
COLOR PALETTE
I I
1. EXTRA WHITE BY SHERWIN
WILLIAMS OR SIMILAR (SW 7006)
2. GRAYISH BY SHERWIN
WILLIAMS OR SIMILAR (SW6001)
3. AOUAVERDE BY SHERWIN
WILLIAMS OR SIMILAR (SW9051)
'PRINTED REPRESENTATIONS OF COLORS ARE NOT ACCURATE
PLEASE REFER TO NIAN,A.CLUPEITS C0.101t PALETTE
ALANIK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
A-2.03
se, I,022
0
DESCRIPTION
101
CMU/CONCRETE SUBSTRATE W/SMOOTH STUCCO FINISH.
102
CAST STONE CLADDING.
103
WALL CLADDING: HORIZONTAL INSULATED METAL
COMPOSITE PANELS OR SIMILAR.
105
ALUMINUM STOREFRONT ASSEMBLY WIKYNAR FIN.
107
ALUMINUM WINDOW WALL ASSEMBLY WIKYNAR FIN.
110
ALUMINUM GARAGE VISION BARRIER SYSTEM
(VERT-A-CADE 301 BY CS CORP OR ACCEPTABLE
EQUIVALENT);W/ KYNAR FINISH.TO MEET WIND LOAD
REQUIREMENTS.
113
CONCAVE TOOLED STUCCO REVEAL; (REFER TO
PROJECT MANUAL FOR MININUM SPACING
REQUIREMENTS).
116
ALUMINUM PORTE-COCHERE CANOPY WITH GLASS TOP.
COLOR PALETTE
I I
1. EXTRA WHITE BY SHERWIN
WILLIAMS OR SIMILAR (SW 7006)
2. GRAYISH BY SHERWIN
WILLIAMS OR SIMILAR (SW6001)
3. AOUAVERDE BY SHERWIN
WILLIAMS OR SIMILAR (SW9051)
'PRINTED REPRESENTATIONS OF COLORS ARE NOT ACCURATE
PLEASE REFER TO NIAN,A.CLUPEITS C0.101t PALETTE
ALANIK HOTEL
400 CORONADO DRIVE. CLEARWATER FL 33767
A-2.03
se, I,022
Updated Exhibits C & D to HDA2014-06004, Resolution 14-29 as of January 17, 2023
(includes proposed Vacated Right of Way)
COVENANT REGARDING HURRICANE EVACUATION
And DEVELOPMENT, USE AND OPERATION
DECLARATION OF COVENANTS AND RESTRICTIONS
THIS DECL4RATION OF COVENANTS AND RESTRICTIONS ("Declaration") is
made as of the 23 day ofCC , 2023, by Triprop Clearwater, LLC, a Florida
limited liability company ("Developer")
Developer is the owner of fee simple title to the real property described in Schedule 1
attached hereto and made a part hereof (hereinafter, the ("Real Property"). The City of Clearwater,
Florida (the "City"), has amended its Comprehensive Plan to designate Clearwater Beach as a
Community Redevelopment District pursuant to the Pinellas County Planning Council Rules in
order to implement the provisions of Beach by Design, a plan for the revitalization of Clearwater
Beach.
The designation of Clearwater Beach as a Community Redevelopment District (the
"Designation") provides for the allocation of Hotel Density Reserve Units as an incentive for the
development of mid-size quality hotels. Pursuant to the Designation, the allocation of Hotel
Density Reserve Units is subject to compliance with a series of performance standards, including
a requirement that resorts containing a hotel developed with Hotel Density Reserve Units shall be
closed and all Guests evacuated from such hotels as soon as practicable after the National
Hurricane Center posts a hurricane watch that includes Clearwater Beach. The purpose of such
evacuation is to ensure that such a hotel is evacuated in advance of the period of time when a
hurricane evacuation would be expected in advance of the approach of hurricane force winds.
The City has granted, by City Council Resolution 14-29 passed and approved on September
24, 2014, Developer's application for Hotel Density Reserve Units pursuant to the Designation,
subject to Developer's compliance with the requirements of the Designation. Developer desires for
itself, and its successors and assigns, as owner, to establish certain rights, duties, obligations and
responsibilities with respect to the use and operation of the Real Property in accordance with the
terms and conditions of the allocation of the Hotel Density Reserve Units to the City and the
Designation, which rights, duties, obligations and responsibilities shall be binding on any and all
successors and assigns and will run with the title to the Real Property.
THEREFORE, in consideration of the covenants and restrictions herein set forth and to be
observed and performed, and in further consideration of the allocation of Hotel Density Reserve
Units to Developer, and other good and valuable consideration, the sufficiency of which is hereby
acknowledged, Developer hereby declares, covenants and agrees as follows:
40)
1. Benefit and Enforcement. These covenants and restrictions are made for the benefit
of Developer and its successors and assigns and shall be enforceable by them and also for the
benefit of the residents of the City and shall be enforceable on behalf of said residents by the City
Council of the City.
2. Covenant of Development, Use and Operation. Developer hereby covenants and
agrees to the development, use and operation of the Real Property in accordance with the
provisions of this Declaration.
2.1 Use. The use of the resort on the Real Property is restricted as follows:
2.1.1 One hundred (100) units, which is the number of hotel units allocated to
Developer from the Hotel Density Reserve, shall be used solely for transient
occupancy of one month or thirty (30) consecutive days or less, must be licensed
as a public lodging establishment and classified as a hotel, and must be operated by
a single licensed operator of the hotel. All other units shall be licensed as a public
lodging establishment. No unit shall be used as a primary or permanent residence.
Access to overnight accommodation units must be provided through a lobby and
internal corridor. A reservation system shall be required as an integral part of the
hotel use and there shall be a lobby/front desk area that must be operated as a typical
lobby/front desk area for a hotel would be operated. All hotel units shall be required
to be submitted to a rental program requiring all hotel units to be available for
members of the public as overnight hotel guests on a transient basis at all times.
No unit shall have a complete kitchen facility as that term is used in the definition
of "dwelling unit" in the Code. Developer shall make available for inspection to
authorized representatives of the City its books and records pertaining to each Hotel
Density Reserve unit upon reasonable notice to confirm compliance with these
regulations as allowed by general law. The Developer agrees to comply with the
Design Guidelines as set forth in Section VII. of Beach by Design.
2.1.2 As used herein, the terms "transient occupancy," "public lodging
establishment," "hotel", and "operator" shall have the meaning given to such terms
in Florida Statutes Chapter 509, Part I.
2.2 Closure of Improvements and Evacuation. The Hotel developed on the Real
Property shall be closed as soon as practicable upon the issuance of a hurricane watch by the
National Hurricane Center, which hurricane watch includes Clearwater Beach, and all Hotel
guests, visitors and employees other than emergency and security personnel required to protect the
hotel, shall be evacuated from the Hotel as soon as practicable following the issuance of said
hurricane watch. In the event that the National Hurricane Center shall modify the terminology
employed to warn of the approach of hurricane force winds, the closure and evacuation provisions
of this Declaration shall be governed by the level of warning employed by the National Hurricane
Center which precedes the issuance of a forecast of probable landfall in order to ensure that the
guests, visitors and employees will be evacuated in advance of the issuance of a forecast of
probable landfall.
�'t(J
3 Effective Date. This Declaration shall become effective upon issuance of all
building permits required to build the project ("Project") and Developer's commencement of
construction of the Project, as evidence by a Notice of Commencement for the Project. This
Declaration shall expire and terminate automatically if and when the allocation of Reserve Units
to the Developer expires or is terminated.
4 Governing Law. This Declaration shall be construed in accordance with and
governed by the laws of the State of Florida.
5 Recording. This Declaration shall be recorded in the chain of title of the Real
Property with the Clerk of the Courts of Pinellas County, Florida.
6 Attorneys' Fees. Developer shall reimburse the City for any expenses, including
reasonable attorneys' fees, which are incurred by the City in the event that the City determines that
it is necessary and appropriate to seek judicial enforcement of this Declaration and the City obtains
relief, whether by agreement of the parties or through order of a court of competent jurisdiction.
7 Severability. If any provision, or part thereof, of this Declaration or the application
of this Declaration to any person or circumstance will be or is declared to any extent to be invalid
or unenforceable, the remainder of this Declaration, or the application of such provision or portion
thereof to any person or circumstance, shall not be affected thereby, and each and every other
provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law.
[Signatures begin on following page]
�IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this
2rday of ',11\11,tary , 2023.
P esence
Print name: �:Q.j)orc gctI%IQrCi
Print name: Da delle Lite
STATE OF FLORIDA
COUNTY OF PaA,A. electck
DEVELOPER:
TRIPROP CLEARWATER, LLC,
a Florida limited liability company.
By: Mark Walsh
Title: Manager
The foregoing instrument was acknowledged before me by means of,.physical presence or ❑ online
notarization the a3rdday of 1-0,4yka. , 2022, by Mark Walsh, as manager of Triprop
Clearwater, LLC, a Florida limited liabilit/company, for the Company. He is personally known
to me or has [ ] produced as identification.
Notary Public �I
Print Name: pL.bora,� Hhn arc(
My Commission Expires: 7_31,�d �5'
Signature Page to Third Amendment
To Development Agreement HDA 2014-06004A
Name: Frank V. Hibbard
Mayor
Reviewed and Approved:
CITY:
CITY OF CLEARWATER, FLORIDA,
a municipal corporation of the State of
Florida.
By:
Name: Jennifer Poirer
Interim City Manager
Attest:
0 -
Name: Matthew J. Mytych, Ems. Name: Rosemarie Call
Assistant City Attorney City Clerk
(SEAL)
Schedule 1— Legal Description
LEGAL DESCRIPTION
PARCEL 1:
LOT 75 LESS THE NORTH 10 FEET THEREOF AND ALL OF LOTS 76 AND 77; THAT PART OF LOT 123 OF
LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 13, PAGES 12 AND 13. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 123 AND RUNNING THENCE ALONG ITS EASTERLY
BOUNDARY. 25 FEET; THENCE WESTELY IN A STRAIGHT LINE TO A POINT IN THE WESTERLY
BOINDARY OF SAI^ LOT, WHICH IS MIDWAY BETWEEN ITS NORTHWEST AND SOUTHWEST CORNERS;
THENCE SOUTHERLY ALONG THE WESTERLY BOUNDARY OF SAID LOT, 25 FEET. MORE OR LESS, TO
THE SOUTHWEST CORNER OF SAID LOT; THENCE EASTERLY ALONG THE SOUTHERLY BOUNDARY OF
SAID LOT TO THE POINT OF BEGINNING.
AND
LOTS 124, 125, 126 AND 127, LLOYD -WHITE -SKINNER SUBDIVISION. ACCORDING TO THE MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. LESS THAT PART OF LOT 127 DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT AND RUNNING EASTERLY 3 FEET ALONG THE
NORTH BOUNDARY; THENCE SOUTHWESTERLY IN A STRAIGHT LINE TO THE SOUTHWEST CORNER OF
SAID LOT; THENCE NORTH ALONG THE WESTERLY BOUNDARY TO THE POINT OF BEGINNING.
AND
LOTS 128 AND 129, LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO TH EPLAT THEREOF
RECORDED IN PLAT BOOK 13, PAGES 12 AND 13. PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
AND
LOTS 72. 73. 121, 122 AND THE NORTH ONE-HALF OF LOT 123, LLOYD- WHITE -SKINNER SUBDIVISION.
ACCORDNG TO THE PLAT THEREOF RECORDED IN PLAT BOOK 13, PAGES 12 AND 13. PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
LOT 74 AND THE NORTH 10 FEET OF LOT 75, LLOYD- WHITE -SKINNER SUBDIVISION, ACCORDNG TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
TOTAL COMBINED SITE AREA CONTAINS 86,880 SQUARE FEET OR 1.99 ACRES, MORE OR LESS.
PARCEL 2:
LOT 79 AND 80 OF LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 13, PAGES 12 AND 13. OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA.
AND ALSO:
LOT 78, LLOYD -WHITE -SKINNER SUBDIVISION, AS AFORESAID TOGETHER WITH THE FOLLOWING
PARCEL OF LAND BEGINNING IN THE NW CORNER OF LOT 127, LLOYD -WHITE -SKINNER SUBDIVISION,
AS AFORESAID AS A P.O.B. RUN THENCE EASTERLY ALONG THE NORTHERLY PROPERTY LINE OF
SAID LOT A DISTANCE OF 3 FEET; THENCE SOUTHWESTERLY TO THE SW CORNER OF SAID LOT;
THENCE RUN NORTHERLY ALONG THE WESTERLY LOT LINE OF SAID LOT TO P.O.B.
THE SUBJECT PARCEL CONTAINS 0.426 ACRES, MORE OR LESS.
Parcel 3 DESCRIPTION:
IWL)
A portion of the East 1/2 of the Gulf View Boulevard right-of-way (now known as South Gulfview Boulevard),
shown on THE LLOYD -WHITE -SKINNER SUBDIVISION plat, recorded in Plat Book 13, Pages 12 and 13 of the
Public Records of Pinellas County, Florida, being more particularly described as follows:
BEGIN at the Northwest corner of Lot 72 of said THE LLOYD -WHITE -SKINNER SUBDIVISION; thence along
the Easterly right-of-way line of said South Gulfview Boulevard the following course and curve; S.00°00'00"W,
85.15 feet to the beginning of a curve concave to the East, having a radius of 777.00 feet, thence Southeasterly,
160.28 feet along said curve through a central angle of 11°49'09" (chord bears S.05°50' 10"E., 160.00 feet); thence
non -tangent to said curve, N.55°08' 15"W., 49.74 feet to the center line of said right-of-way and the beginning of a
non -tangent curve concave to the East, having a radius of 812.00 feet, thence Northwesterly, 131.30 feet along said
curve and center line through a central angle of 09°15'52" (chord bears N.04°34' 14"W., 131.15 feet); thence
N.00°00'00"E., 80.83 feet along said center line to the Westerly extension of the Northerly boundary line of said Lot
72; thence N.82°58' 18"E., 35.26 feet along said extension to the POINT OF BEGINNING.
Containing 8,000.5653 Square Feet (0.1837 Acres), more or less. /f/���
COVENANT OF UNIFIED USE
THIS COVENANT OF UNIFIED USE (the "Covenant") is executed this Jrday of
-
...161.Avary , 2023, by Triprop Clearwater, LLC, a Florida limited liability company
(`Develop6r ).
WITNESSETH:
WHEREAS, Developer is the owner of the real property legally described on Schedule "A"
attached hereto and incorporated herein by reference (the "Real Property"); and
WHEREAS, Developer and the City of Clearwater, Florida (the "City") are parties to that
certain Hotel Density Reserve Development Agreement dated September 24, 2014, as amended
(collectively, with all amendments, the "Agreement"), pursuant to which the City has agreed that
Developer may develop and construct upon the Real Property a hotel project as described in the
Agreement (the "Project"); and
WHEREAS, Developer intends to develop and operate the Real Property for a unified use,
as more particularly described in this Covenant.
NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good
and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
Developer does hereby agree that, effective as of the date on which Developer receives all permits
required to construct the Project and Developer commences construction thereof, as evidenced by
a Notice of Commencement for the Project, the Real Property shall be developed and operated as
a limited -service hotel project, as described in the Agreement. The restrictions set forth in the
preceding sentence shall expire automatically when and if Developer's allocation of additional
hotel units (as defined in the Agreement) expires or is terminated. Nothing in this Agreement shall
require Developer to develop the Project or restrict Developer's ability to sell, assign, transfer or
otherwise convey its right in and to the Real Property or any portion or portions thereof to unrelated
third -parties. Developer agrees that the City shall have the right to enforce the terms and conditions
of this Agreement.
Notwithstanding the foregoing, all Hotel Units may be operated by a single hotel operator.
IN WITNESS WHEREOF, Developer has caused this Covenant to be executed this 3 If -
day
day of c-A,nvAat y , 2023.
.6o)
In the Presence of:
Print name: D�4OCat\ glad
6th/A a nodi -s c
Print name: �'e�/e C.. gk
DEVELOPER:
TRIPROP CLEARWATER, LLC,
a Flori$Ia limited liability company.
By: Mark Walsh
Title: Manager
STATE OF FLORIDA
COUNTY OF Pci t L eleack
The foregoing instrument was acknowledged before me by means of -physical presence or D online
notarization thea 3' day of �¢I\ka 't , 2023, by Mark Walsh, as manager of Triprop
Clearwater, LLC, a Florida limited liabilit�company, for the Company. He isff personally known
to me or has [ ] produced as identification.
Notary Public ff--' 1 /
Print Name: DL C1o('a4�Gu1acd
My Commission Expires: 7 -3 J5
Signature Page to Third Amendment
To Development Agreement HDA 2014-06004A
CITY:
CITY OF CLEARWATER, FLORIDA,
a municipal corporation of the State of
Florida.
0 -IP
By:—ico�.. !/ ' By:
Name: Frank V. Hibbard Name: Jennifer oirer
Mayor Interim City Manager
Reviewed and Approved: Attest:
0 ___)(./.<(-01/Lor)(C- ti -t
Name: Matthew J. Myt ' , Esq. Name: Rosemarie Call
Assistant City Attorney
City Clerk
(SEAL)
Schedule A
LEGAL DESCRIPTION
PARCEL 1:
LOT 75 LESS THE NORTH 10 FEET THEREOF AND ALL OF LOTS 76 AND 77; THAT PART OF LOT 123 OF
LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 13, PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 123 AND RUNNING THENCE ALONG ITS EASTERLY
BOUNDARY, 25 FEET; THENCE WESTELY IN A STRAIGHT LINE TO A POINT IN THE WESTERLY
BOINDARY OF SAID LOT, WHICH IS MIDWAY BETWEEN ITS NORTHWEST AND SOUTHWEST CORNERS:
THENCE SOUTHERLY ALONG THE WESTERLY BOUNDARY OF SAID LOT. 25 FEET, MORE OR LESS, TO
THE SOUTHWEST CORNER OF SAID LOT; THENCE EASTERLY ALONG THE SOUTHERLY BOUNDARY OF
SAID LOT TO THE POINT OF BEGINNING.
AND
LOTS 124, 125, 126 AND 127, LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO THE MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA, LESS THAT PART OF LOT 127 DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID LOT AND RUNNING EASTERLY 3 FEET ALONG THE
NORTH BOUNDARY; THENCE SOUTHWESTERLY IN A STRAIGHT LINE TO THE SOUTHWEST CORNER OF
SAID LOT; THENCE NORTH ALONG THE WESTERLY BOUNDARY TO THE POINT OF BEGINNING.
AND
LOTS 128 AND 129, LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO TH EPLAT THEREOF
RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
AND
LOTS 72, 73, 121, 122 AND THE NORTH ONE-HALF OF LOT 123, LLOYD- WHITE -SKINNER SUBDIVISION.
ACCORDNG TO THE PLAT THEREOF RECORDED IN PLAT BOOK 13, PAGES 12 AND 13, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
LOT 74 AND THE NORTH 10 FEET OF LOT 75, LLOYD- WHITE -SKINNER SUBDIVISION, ACCORDNG TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 13. PAGES 12 AND 13. OF THE PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
TOTAL COMBINED SITE AREA CONTAINS 86,880 SQUARE FEET OR 1.99 ACRES, MORE OR LESS.
PARCEL 2:
LOT 79 AND 80 OF LLOYD -WHITE -SKINNER SUBDIVISION, ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 13, PAGES 12 AND 13. OF THE PUBLIC RECORDS OF PINELLAS COUNTY.
FLORIDA.
AND ALSO:
LOT 78, LLOYD -WHITE -SKINNER SUBDIVISION, AS AFORESAID TOGETHER WITH THE FOLLOWING
PARCEL OF LAND BEGINNING IN THE NW CORNER OF LOT 127, LLOYD -WHITE -SKINNER SUBDIVISION.
AS AFORESAID AS A P.O.B. RUN THENCE EASTERLY ALONG THE NORTHERLY PROPERTY LINE OF
SAID LOT A DISTANCE OF 3 FEET; THENCE SOUTHWESTERLY TO THE SW CORNER OF SAID LOT;
THENCE RUN NORTHERLY ALONG THE WESTERLY LOT LINE OF SAID LOT TO P.O.B.
THE SUBJECT PARCEL CONTAINS 0.426 ACRES, MORE OR LESS.
-10)
Parcel 3 DESCRIPTION:
A portion of the East 1/2 of the Gulf View Boulevard right-of-way (now known as South Gulfview
Boulevard), shown on THE LLOYD -WHITE -SKINNER SUBDIVISION plat, recorded in Plat Book 13,
Pages 12 and 13 of the Public Records of Pinellas County, Florida, being more particularly described as
follows:
BEGIN at the Northwest corner of Lot 72 of said THE LLOYD -WHITE -SKINNER SUBDIVISION;
thence along the Easterly right-of-way line of said South Gulfview Boulevard the following course and
curve; S.00°00'00"W, 85.15 feet to the beginning of a curve concave to the East, having a radius of
777.00 feet, thence Southeasterly, 160.28 feet along said curve through a central angle of 11°49'09"
(chord bears S.05°50' 10"E., 160.00 feet); thence non -tangent to said curve, N.55°08' 15"W., 49.74 feet to
the center line of said right-of-way and the beginning of a non -tangent curve concave to the East, having a
radius of 812.00 feet, thence Northwesterly, 131.30 feet along said curve and center line through a central
angle of 09°15'52" (chord bears N.04°34' 14"W., 131.15 feet); thence N.00°00'00"E., 80.83 feet along
said center line to the Westerly extension of the Northerly boundary line of said Lot 72; thence
N.82°58' 18"E., 35.26 feet along said extension to the POINT OF BEGINNING.
Containing 8,000.5653 Square Feet (0.1837 Acres), more or less.