FLD2010-06004; 150 BRIGHTWATER DR; BRIGHTWATER BLUE RESORT LLC - Continued from November 15, 2011 with revised Staff Report w
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150 BRIGHTWATER DR
Date Received: 6/1/2010 1 :31 :00 PM
Brightwater Blue Resort, LLC
ZONING DISTRICT: Tourist
LAND USE: Resort Facilities High (30
du/acre)
ATLAS PAGE: 276A
PLANNER OF RECORD:
PLANNER: A. Scott Kurleman, Planner III
CDB Meeting Date
Case Number:
Agenda Item:
Owner /Applicant:
Representative:
Address:
December 20, 2011
FLD2010 -06004
D. 1.
Brightwater Blue Resort, LLC
Todd Pressman, Pressman & Associates, Inc
150 - 190 Brightwater Drive
CITY OF CLEARWATER
PLANNING AND DEVELOPMENT DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST: Flexible Development application (1) to permit a Resort Attached
Dwelling use of 54 units and 12 evefnight aeeemmedatien i in the
Tourist (T) District with a lot area of 90,596 square feet (2.07 acres), a
lot width of 730 feet, a front (south) setback of 12 feet (to building)
and five feet (to pavement), a side (east) setback of 10 feet (to building
and pavement), a side (west) setback of 10 feet (to building and
-
pavement) and 35 feet (to building), a rear (north) setback of nine feet
(to building) and zero feet (to sidewalk), a building height of 48.2 feet
(to top of flat roof) with an additional 15.6 feet for architectural
parapets and 113 -112 parking spaces, as a Comprehensive Infill
Redevelopment Project, under the provisions of Community
Development Code Section 2- 803.C; and a phased development order
to allow five years to submit building permits for all phases, (2) to
permit a 5-7 46 -slip, ti� 5,921 square -foot Commercial Dock with
an increase to the permitted width of docks from 75 percent of the
waterfront lot width to 8-6 78 percent under the provisions of
Community Development Code Section 3 -601.
ZONING: Tourist (T) District
FUTURE LAND USE
PLAN CATEGORY:
Resort Facilities High (RFH)
BEACH BY DESIGN
CHARACTER
DISTRICT:
Small Motel
PROPERTY USE:
Current:
Vacant
Proposed:
Resort Attached Dwelling use of 54 units and 12 n.,°migw
^ ,.,.,,r,r,edatie nits with a 5-7 46 slip dock
EXISTING
North:
Preservation (P) District Clearwater Harbor
SURROUNDING
South:
Tourist (T) District Attached dwellings
ZONING AND USES:
East:
Tourist (T) District Attached dwellings
West:
Tourist (T) District Attached Dwellings
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 1 of 14
ANALYSIS:
Site Location and Existing Conditions:
The 2.07 acre site is located on the north side of Brightwater Drive, approximately 800 feet east
of Hamden Drive. The subject property is comprised of eight parcels with approximately 730 feet
of frontage along Brightwater Drive and frontage along Clearwater Harbor. The subject property
is zoned Tourist (T) District and is located within the Small Motel District of Beach by Design
which provides for the redevelopment of Brightwater Drive with townhomes and timeshares
between two and four stories above parking. A large portion of Brightwater Drive has been
redeveloped with attached dwellings (townhomes and condominiums). The properties to the
south, west, and east are presently developed with attached dwellings (condominiums and
townhomes). The western most parcel on the subject property contains and abandoned structure
with the remaining parcels being vacant.
Development Proposal (Upland):
The proposal is to construct 54 resort attached dwellings and 12 ,,.,emight .,,.,.,,r,r,edatie ,,,,; *�
with a 5-7 46 -slip commercial dock. Pursuant to Community Development Code (CDC) Section 8-
102 a resort attached dwelling is a dwelling unit located in the Tourist (T) District that shares one
or more common walls with at least one other dwelling unit and the occupancy of which may
occur or which may be offered or advertised as being available for any term. The City understands
that tourists have a variety of preferences for the types of facilities they want to stay in when
visiting the City. The City has demonstrated through the creation of Beach by Design and
subsequent amendments to the plan that it recognizes the need for "destination resorts" as well as
"small and mid -size hotel rooms" to serve this population. This broad range of accommodations
types creates the unique character and atmosphere that is Clearwater Beach. In order to
accommodate those visitors that prefer a limited resort -type accommodation with a residential feel
and density, a new resort attached dwelling use was created within the Tourist District to
accommodate this niche market. This is the first resort attached dwelling use proposed since the
adoption.
The resort attached dwellings and ,,.,emight .,,.,.,,r,r,edations are proposed at a height of 48.2
feet from Base Flood Elevation (BFE) to the flat roof deck and an additional 15.6 feet for
architectural parapets. The proposal includes eight towers with four floors over parking and a
common building over parking. The ground floor parking garage will contain 113 parking spaces,
entry lobbies for each tower and refuse areas. All resort attached dwelling units will contain
private covered balconies overlooking Clearwater Harbor and those units located on the second
floor will also contain private gardens. The , v� �acse a, tien ttxit identified 0
tea. Towers one and eight will each contain seven resort attached dwellings. and one ,,.,°,f,;ght
aeeemmedation unit Towers two, five, six and seven will each contain seven resort attached
dwellings, and two ,,.,emight .,,.,.,,r,r,edatio , and towers three and four will each contain
six resort attached dwellings. and one ,,.,emight .,,.,.,,r,r,edatio , The second floor of the
common building includes approximately 3,362 square feet of accessory uses (restaurant /lounge,
fitness center, meeting room and game room), which represents approximately 6.2 percent of the
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 2 of 14
gross floor area. Also located on the second floor is the lobby, concierge, administrative offices
and a 4,807 square foot pool area with restrooms and locker rooms.
The tropically - inspired elevation designs of Brightwater Blue Resort (stucco on masonry walls,
louvered panels, large projecting overhangs and deep porches) is an updated version of exotic
styles resort architecture that began in Florida in the 1920's. Fanciful parapets have been created
for each of the eight unit buildings lining the waterfront. These parapets are the crowning element
to the massing that brings the silhouette of the building down to a one story base. The building
has been designed with an open colonnaded walkway spanning the entire street frontage. This
walkway is on the first floor atop the street edge of the parking garage. As the main path between
the units and the lobby, pool and cafe, this colonnade will provide for people overlooking the
street and activity that enhances the streets pedestrian activity. Terraces between the buildings will
contain gardens that can be glimpsed from the street and the water. Numerous architectural
elements are incorporated into the designs of the buildings. Traditional column designs will be
seen along the Brightwater Drive elevation on the open -air vestibules of the residential buildings,
as well as along the entire first floor walkway. Deep distinctive cornices crown the pitched roof
areas at the cantilevered side bays of the residential buildings and the rear balconies. A strong
stringcourse separates the ground floors from the upper stories of each residential building.
Awnings shade the expansive glazing at the rear of the common buildings, as well as at the large
windows on the sides of the penthouse units. Louvered panels typical of tropical architecture
provide screens at the garage openings, as well as at openings in the cantilevered bays on the sides
of the residential buildings. Shutters frame openings on the rear ground floor of the common
buildings. Trellis members cover the breezeways leading from the 1 st floor walkway to the private
walkways. Five exterior colors are proposed including: Benjamin Moore "Mountain Peak White ";
Benjamin Moore "Whipple Blue "; Benjamin Moore "Huntington Beige "; Benjamin Moore
"Black "; and Benjamin Moore "Pre- weathered Galvalume ".
The proposal includes a front (south) setback of 12 feet (to building) and five feet (to pavement),
a side (east) setback of 10 feet (to building and pavement), a side (west) setback of 10 feet (to
building pavement) and 35 feet (to building) and a rear (north) setback of nine feet (to
building) and zero feet (to sidewalk). All areas within the front setback will be landscaped to
enhance the site and building.
The applicant is requesting a development order to allow project phasing. Phase I is proposed to
include 12 resort attached dwellings, two ,,.,efnight .,,.,.enin edatio ttnits 37 36 parking spaces,
the common building including the accessory uses, a t€mpef!afy fire pump room and a drainage
vault. Additionally, in Phase I the abandoned building on the eastern most parcel will be removed.
Phase II includes 14 resort attached dwellings, thf!ee evefnight aeeemmedatien nits and 23
parking spaces.
Phase III includes 14 resort attached dwellings, f ght aeeemmedatien t its
30 parking spaces, ancillary building 42 #1 housing the trash compactor and drainage vault
expansion. Phase IV includes 14 resort attached dwellings, thf!ee ,,.,efnight .,,.,.,,r,r,edatie tmits
and 23 parking spaces. The proposed phasing requires an application for building permit to be
submitted within one year of the date the CDB approves the project for Phase I and an application
for building permit must be submitted for Phase II, Phase III and Phase IV within five years of the
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 3 of 14
date the CDB approves the project. The development proposal's compliance with the applicable
development standards of the CDC is discussed below.
Density: Pursuant to the Countywide Plan Rules and CDC Section 2- 801.1, the maximum density
for properties with a designation of Resort Facilities High is 30 dwelling units per acre. and 50
ght aeeemmedati e. Based on the lot acreage of 2.07 acres and the base
density of 30 dwelling units /acre and 50 evefnight aeeemmedatien t , its/^ ^r° a maximum of 54
62 dwelling units and 13 evefnight aeeemmedatien i are permitted. The proposal is for 54
resort attached dwellings (30 dwelling ttni s /aef°) (26 dwelling units /acre). and 12 e emight
Impervious Surface Ratio (ISR ): Pursuant to CDC Section 2- 801.1, the maximum allowable ISR
is 0.95. The overall proposed ISR is 0.73, which is consistent with the Code provisions.
Minimum Lot Area and Width: Pursuant to CDC Table 2 -803, there is no minimum required lot
area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of
comparison, pursuant to CDC Table 2 -803, the minimum lot area for eve f ight .,,.eefl flied,t;,,,,�
ean ge between , nn n 20000sgtt fee resort attached dwellings can range between
5,000 — 10,000 square feet. The lot area is 90,596 square feet. Pursuant to the same Table, the
minimum lot width for eveight aeeemmedations ean fu-ngebetween 10T00 150 feet and— resort
attached dwellings can range between 50 — 100 feet. The lot width along Brightwater Drive is
approximately 730 feet. The proposal exceeds this Code provision.
Minimum Setbacks: Pursuant to CDC Table 2 -803, there are no minimum required setbacks for a
Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to
the same CDC Table 2 -803, the minimum front setback for eve f ight .,,.,.,,r,r,edatiefis an resort
attached dwelling uses can range between 0 — 15 feet, while the minimum side setback can range
between 0 — 10 feet for both ,,.,efnight .,,.,.,,r,r,edations an resort attached dwelling uses and the
minimum rear setback can range between n 20 feet f r eve f ,ight aeeemmedations an 10 — 20
feet for resort attached dwellings. The proposal includes a front (south) setback of 12 feet (to
building) and five feet (to pavement), a side (east) setback of 10 feet (to building and pavement),
a side (west) setback of 10 feet (to building pavement) and 35 feet (to building) and a rear
(north) setback of nine feet (to building) and zero feet (to sidewalk). The front setback of 12 feet
(to building) is the area of the lobby, stairs and elevator for each tower, while the main building
for each tower is setback 28 feet. The proposed front setback of 12 — 28 feet will provide a more
open environment which differs from previous developments on Brightwater Drive. Both side
setbacks of 10 feet to building are to the ancillary buildings which house the fire pump and trash
compactor, the actual side setback to the main structure is 35 feet. The rear setback of nine feet to
building is to a storage area and pool deck, the actual setback to the main structure is 18 feet. The
rear setback of zero feet is to a proposed sidewalk along the seawall and boat slips. It is
anticipated that this sidewalk will allow both residents and guests to enjoy the waterfront. Staff
supports the proposed setbacks to the building and to other structures as they will not discourage
the appropriate development and use of adjacent properties.
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 4 of 14
Maximum Building Heim Pursuant to CDC Table 2 -803, there is no maximum height for a
Comprehensive Infill Redevelopment Project. However, for a point of comparison, pursuant to
the same CDC Table 2 -803, the maximum allowable height for eve f ight .,,.,.,,r,r,edatie an
resort attached dwelling uses can range between 35 — 100 feet. The proposed building height of
48.2 feet from Base Flood Elevation (BFE) to the flat roof deck and an additional 15.6 feet for
architectural parapets is below the code maximum. This site is located within the Small Motel
character district of Beach by Design which envisions Brightwater Drive to be developed with
townhomes and timeshares between two and four stories above parking.
Minimum Off - Street Parking: Pursuant to CDC Table 2 -803, there is no minimum off - street
parking requirement for a Comprehensive Infill Redevelopment Project. However, for a point of
comparison, pursuant to the same CDC Table 2 -803, the minimum required parking for evefnight
aeeemmedations ean f!ange between 1.0 1.2 paf!k ng sraees p an resort attached
dwellings is 1.5 parking spaces f r resef!t attaehed dwellings. This results in a requirement of 9-7
81 parking spaces. The proposal has provided 4-.81 2.09 parking spaces for each resort attached
dwelling and 1.2 paf!k ng spaees f r eaeh evefnight aeeemmedatie resulting in a total of X3112
parking spaces. This parking is adequate for residents, guests and employees.
Mechanical Equipment: Pursuant to CDC Section 3- 201.D.1, all outside mechanical equipment
must be screened so as not to be visible from public streets and /or abutting properties. There will
be mechanical equipment located on top of the flat roof of the building. The location of the
mechanical equipment and the building parapets surrounding the roof appear to be sufficient to
screen the mechanical equipment. This screening of the mechanical equipment will also be
reviewed at time of the building permit submission.
Sight Visibility Triangles: Pursuant to CDC Section 3- 904.A, to minimize hazards at the proposed
driveways on Brightwater Drive, no structures or landscaping may be installed which will obstruct
views at a level between 30 inches above grade and eight feet above grade within 20 -foot sight
visibility triangles. This proposal has been reviewed by the City's Traffic Engineering Department
and been found to be acceptable. Shrubbery planted within the sight visibility triangles, as well as
any landscaping planted within the Brightwater Drive right -of -way, will need to be maintained to
meet the Code requirements. Pursuant to CDC Section 3- 904.B, to enhance views of the water,
no structures or landscaping may be installed within 20 -foot waterfront sight visibility triangles.
This proposal does not propose any landscaping other than turf within the waterfront sight
visibility triangles, complying with this provision.
Utilities: Pursuant to CDC Section 3 -912, for development that does not involve a subdivision,
all utilities including individual distribution lines must be installed underground unless such
undergrounding is not practicable. Electric and communication lines for this development will be
installed underground on -site in compliance with this requirement. There exist overhead utility
lines, serving this development, within the right -of -way along the north side of Brightwater Drive
that will need to be undergrounded.
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 5 of 14
Landscaping_ Pursuant to CDC Section 3- 1202.1), there are no perimeter buffers required in the T
District for this site. This proposal meets or exceeds the required minimum five -foot wide building
foundation landscape area along Brightwater Drive. The foundation landscape area is six feet
wide along Brightwater Drive and the applicant has provided foundation plantings along the other
three facades as well. With a vehicular use area of 4,193 square feet, the applicant is required to
provide 10 percent of that area as interior landscape islands. The 4,193 square feet of vehicular
use area is located outside of the parking garage with no parking spaces contained in it; therefore
the applicant has provided 14.47 percent additional planting spaces along the frontages and
buildings. The site will be planted with various palm trees (Washingtonia, foxtail, pygmy date and
specimen canary island date), accent trees (crape myrtle and ligustrum), shrubs (oleander,
hibiscus, Indian hawthorne and yaupon holly) and ground covers (lantana, jasmine and liriope).
Solid Waste: A large trash compactor is proposed just east of the eastern most building. As this is
proposed to be a phased project and the compactor will not be constructed until Phase III, the
applicant proposes to place dumpsters in the trash rooms during Phases I and II and roll them to a
trash staging area near the street. Once the compactor is in place and operational the dumpsters
will be replaced with carts in the trash rooms. These carts will be routed through the parking
garage to the compactor where there is a cart tipper to assist in the dumping of the refuse. The
compactor building has been designed to contain the same architectural elements and landscaping
as the others. The proposal has been found to be acceptable by the City's Solid Waste
Department.
Signage: The proposal does not include a freestanding sign at this time. However, any future
freestanding sign should be designed as a monument -style sign, match the exterior materials and
color of the building and be a maximum height of four feet, unless approved at six -foot height
through a Comprehensive Sign Program. Attached signage must meet Code requirements.
Additional Beach by Design Guidelines: Section C.1 of Beach by Design requires buildings with
a footprint of greater than 5,000 square feet to be constructed so that no more than two of the
three building dimensions in the vertical or horizontal planes are equal in length. The proposed
building footprint is approximately 54,014 square feet. The project's overall horizontal plane
dimensions are approximately 660 feet along Brightwater Drive and 93 feet deep (north/south
plane), while the vertical plane is 69.75 feet from grade to the top of the parapet. None of these
dimensions are equal. Modulation of the building massing also provides considerable dimensional
variation.
Section C.2 requires no plane or elevation to continue uninterrupted for greater than 100 feet
without an offset of more than five feet. All facades of the building have been designed in
compliance with this requirement, with the largest linear dimension of approximately 44 feet. All
other portions of the building facade are modulated with at least a five -foot deviation.
Section C.3 requires at least 60 percent of any elevation to be covered with windows or
architectural decoration. The application indicates compliance with this requirement.
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 6 of 14
Section D.1 requires the area between the building and edge of the right -of -way to be 12 feet
wide. The proposal includes a 12 foot setback from the property line to the building; thus in
compliance with this requirement.
Code Enforcement Analysis: There are no active Code Compliance cases for the subject
property.
COMPLIANCE WITH STANDARDS AND CRITERIA:
The following table depicts the consistency of the development proposal with the standards as per
CDC Tables 2 -801.1 and 2 -803:
1 See analysis in Staff Report
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 7 of 14
Standard
Proposed
Consistent
Inconsistent
Density
30 dwelling units /acre
50 r s laere
54 resort attached dwellings
12 114q
X
ON Offlight
0.73
Impervious Surface
0.95
X
Ratio
Minimum Lot Area
N/A
90,596 square feet (2.07 acres)
X1
Minimum Lot Width
N/A
730 feet
X1
Minimum Setbacks
Front: N/A
South: 5 feet (to pavement)
X1
12 feet (to building)
Side: N/A
East: 10 feet (to pavement)
X1
10 feet (to building)
West: 10 feet (to pavement)
X1
10 feet (to building)
Rear: N/A
North: Zero feet (to pavement)
X1
9 feet (to building)
Maximum Height
N/A
48.2 feet (from BEE to flat roof)
X1
Minimum
N/A
444 112 parking spaces
X
Off - Street Parkin
1 See analysis in Staff Report
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 7 of 14
COMPLIANCE WITH FLEXIBILITY CRITERIA:
The following table depicts the consistency of the development proposal with the Flexibility
criteria as per CDC Section 2 -803.0 (Comprehensive Infill Redevelopment Project):
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 8 of 14
Consistent
Inconsistent
I. The development or redevelopment is otherwise impractical without deviations
X
from the use and /or development standards set forth in this zoning district.
2. The development or redevelopment will be consistent with the goals and policies of
X
the Comprehensive Plan, as well as with the general purpose, intent and basic
planning objectives of this Code, and with the intent and purpose of this zoning
district.
3. The development or redevelopment will not impede the normal and orderly
X
development and improvement of surrounding properties.
4. Adjoining properties will not suffer substantial detriment as a result of the
X
proposed development.
5. The proposed use shall otherwise be permitted by the underlying future land use
X
category, be compatible with adjacent land uses, will not substantially alter the
essential use characteristics of the neighborhood; and shall demonstrate compliance
with one or more of the following objectives:
a. The proposed use is permitted in this zoning district as a minimum
standard, flexible standard or flexible development use;
b. The proposed use would be a significant economic contributor to the City's
economic base by diversifying the local economy or by creating jobs;
c. The development proposal accommodates the expansion or redevelopment
of an existing economic contributor;
d. The proposed use provides for the provision of affordable housing;
e. The proposed use provides for development or redevelopment in an area
that is characterized by other similar development and where a land use
plan amendment and rezoning would result in a spot land use or zoning
designation; or
a. The proposed use provides for the development of a new and /or preservation of
a working waterfront use.
6. Flexibility with regard to use, lot width, required setbacks, height and off - street
X
parking are justified based on demonstrated compliance with all of the following
design objectives:
a. The proposed development will not impede the normal and orderly
development and improvement of the surrounding properties for uses
permitted in this zoning district;
b. The proposed development complies with applicable design guidelines
adopted by the City;
c. The design, scale and intensity of the proposed development supports the
established or emerging character of an area;
d. In order to form a cohesive, visually interesting and attractive appearance,
the proposed development incorporates a substantial number of the
following design elements:
• Changes in horizontal building planes;
• Use of architectural details such as columns, cornices, stringcourses,
pilasters, porticos, balconies, railings, awnings, etc.;
• Variety in materials, colors and textures;
• Distinctive fenestration patterns;
• Building stepbacks; and
• Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced
landscape design and appropriate distances between buildings.
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 8 of 14
Development Proposal (Dock):
The development proposal also includes five docks totaling 6-,77-3 5,921 square -feet. 5-7 46 wet
slips are proposed for these multi -use docks as an amenity to the proposed upland development.
Pursuant to Section 3- 601.C.2 of the Community Development Code, a multi -use dock is defined
as any dock owned in common or used by the residents of a multi - family development,
condominium, cooperative apartment, mobile home park or attached zero lot line development.
However, pursuant to Section 3.601.C.3 of the Community Development Code, any multi -use
dock with a deck area exceeding 500 square feet shall be treated as a commercial dock. As the
proposed dock exceeds this threshold (6-,77-3 5,921 square feet), the dock is treated as commercial
and is subject to the relevant review criteria. The docks are proposed to be constructed in four
phases to coincide with the upland development. Phase I of the upland development will include
42--10 slips, Phase II will include 4-0 8 slips, Phase III will include 4-0-8 slips and Phase IV will
include 2-5 20 slips.
COMPLIANCE WITH FLEXIBILITY CRITERIA FOR COMMERCIAL DOCKS
(SECTION 3- 601.C.3.a -2):
The development proposal has been found to be consistent with the criteria for commercial docks.
Specific responses to each of these criteria have been provided by the applicant and are included
with their application. The individual criteria for commercial docks are set forth in the following
table:
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 9 of 14
Consistent
Inconsistent
I. The proposed dock shall be subordinate to and contribute to the comfort,
convenience or necessities of the users or the occupants of the principal use of the
X
property.
2. The proposed dock shall be in harmony with the scale and character of adjacent
X
properties and the neighborhood in general.
3. The proposed dock shall be compatible with dock patterns in the general vicinity.
X
4. Impacts on Existing Water Recreation Activities. The use of the proposed dock
shall not adversely impact the health, safety or well being of persons currently
X
using the adjacent waterways for recreational and /or commercial uses.
Furthermore, it shall not hinder or discourage the existing uses of the adjacent
waterway by uses including but not limited to non - motorized boats and motorized
boats.
5. Impacts on Navigation. The existence and use of the proposed dock shall not have
a detrimental effect on the use of adjacent waters for navigation, transportation,
X
recreational or other public conveniences.
6. Docks shall be sited to ensure that boat access routes avoid injury to marine
grassbeds or other aquatic resources in the surrounding areas.
X
7. Docks shall not have an adverse impact upon natural marine habitats, grass flats
suitable as nursery feeding grounds for marine life, or established marine soil
X
suitable for producing plant growth of a type useful as nursery or feeding grounds
for marine life; manatee sanctuaries; natural reefs and any such artificial reef which
has developed an associated flora and fauna which have been determined to be
approaching a typical natural assemblage structure in both density and diversity;
oyster beds; clam beds; known sea turtle nesting site; commercial or sport fisheries
or shell fisheries areas; and habitats desirable as juvenile fish habitat.
Community Development Board — December 20, 2011
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COMPLIANCE WITH DIMENSIONAL STANDARDS:
The dimensional standards criteria set forth in CDC Section 3- 601.C.3.h state that docks shall be
located no closer to any property line as extended into the water than the distance equivalent to
ten percent of the width of the waterfront property line. The width of the waterfront property line
on the subject property is 780 feet; therefore the proposed dock must be set back from both the
east and west property line a minimum of 78 feet. As proposed, the docks will be set back from
the east property line a distance of 93 91.3 feet and will be set back 7-9 81.5 feet from the west
property line.
With regards to length, commercial docks shall not extend from the mean high water line or
seawall of the subject property more than 75 percent of the width of the subject property as
measured along the waterfront property line; thus the length of the dock is limited to 585 feet. As
proposed, the longest dock has a length of 150 feet.
The same threshold that applies to length also applies to width; therefore the width of the
proposed dock should not exceed 585 feet. The total width of the docks is proposed at a width
of 6-7-4 607.2 feet. The request for an increase in the total dock width is due to the extensive sea
grass beds located along the entire shoreline. The sea grass beds extend out from the seawall
between 40 — 60 feet making these areas unsuitable for boat slips. Had these sea grass beds not
been located along the shoreline, it would have allowed for fewer docks with more slips thus
limiting the total width.
Community Development Board — December 20, 2011
FLD2010 -06004 —Page 10 of 14
Consistent
Inconsistent
8. All turning basin, access channels, boat mooring areas and any other area
associated with a dock shall have adequate circulation and existing water depths to
X
ensure that a minimum of a one foot clearance is provided between the lowest
member of a vessel (e.g. skegs, rudder, prop) and the bottom of the water body at
mean or ordinary low water ( -0.95 NGVD datum).
9. The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling
of channels, or adversely affect the water quality presently existing in the area or
X
limit progress that is being made toward improvement of water quality in the area
in which the dock is proposed to be located.
10. The dock shall not have a material adverse impact upon the conservation of
wildlife, marine life, and other natural resources, including beaches and shores, so
X
as to be contrary to the public interest.
11. The dock shall not have an adverse impact on vegetated areas; vegetative,
terrestrial, or aquatic habitats critical to the support of listed species providing one
X
or more of the requirements to sustain their existence, such as range, nesting or
feeding grounds; habitats which display biological or physical attributes which
would serve to make them rare within the confines of the City; designated
preservation areas such as those identified in the comprehensive land use plan,
national wildlife refuges, Florida outstanding waters or other designated
preservation areas, and bird sanctuaries.
12. Impacts on Wetlands Habitat/Uplands. The dock shall not have a material adverse
X
affect upon the uplands surrounding.
COMPLIANCE WITH DIMENSIONAL STANDARDS:
The dimensional standards criteria set forth in CDC Section 3- 601.C.3.h state that docks shall be
located no closer to any property line as extended into the water than the distance equivalent to
ten percent of the width of the waterfront property line. The width of the waterfront property line
on the subject property is 780 feet; therefore the proposed dock must be set back from both the
east and west property line a minimum of 78 feet. As proposed, the docks will be set back from
the east property line a distance of 93 91.3 feet and will be set back 7-9 81.5 feet from the west
property line.
With regards to length, commercial docks shall not extend from the mean high water line or
seawall of the subject property more than 75 percent of the width of the subject property as
measured along the waterfront property line; thus the length of the dock is limited to 585 feet. As
proposed, the longest dock has a length of 150 feet.
The same threshold that applies to length also applies to width; therefore the width of the
proposed dock should not exceed 585 feet. The total width of the docks is proposed at a width
of 6-7-4 607.2 feet. The request for an increase in the total dock width is due to the extensive sea
grass beds located along the entire shoreline. The sea grass beds extend out from the seawall
between 40 — 60 feet making these areas unsuitable for boat slips. Had these sea grass beds not
been located along the shoreline, it would have allowed for fewer docks with more slips thus
limiting the total width.
Community Development Board — December 20, 2011
FLD2010 -06004 —Page 10 of 14
The following table depicts the development proposals consistency with the standards and criteria
as per CDC Section 3- 601.C.3.h:
i See analysis in Staff Report
COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS:
The following table depicts the consistency of the development proposal with the General
Standards for Level Two Approvals as per CDC Section 3- 914.A:
Standard
Proposed
Consistent
Inconsistent
Dock Setbacks
10% of the width of the subject property (78 feet)
East: 83
X
2. The proposed development will not hinder or discourage development and use of
(Minimum)
91.3feet
3. The proposed development will not adversely affect the health or safety of persons
10% of the width of the subject property (78 feet)
West: 7-9
X
4. The proposed development is designed to minimize traffic congestion.
81.5feet
5. The proposed development is consistent with the community character of the
Dock Length
75% of the width of the subject property (585 feet)
150 feet
X
(Maximum)
X
visual, acoustic and olfactory and hours of operation impacts on adjacent
Dock Width
75% of the width of the subject property (585 feet)
674 607.2 feet
Xi
Maximum
i See analysis in Staff Report
COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS:
The following table depicts the consistency of the development proposal with the General
Standards for Level Two Approvals as per CDC Section 3- 914.A:
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at
its meetings of October 6, 2011, and deemed the development proposal to be legally sufficient to
move forward to the Community Development Board (CDB), based upon the following findings
of fact and conclusions of law:
Findings of Fact. The Planning and Development Department, having reviewed all evidence
submitted by the applicant and requirements of the Community Development Code, finds that
there is substantial competent evidence to support the following findings of fact:
1. The 2.07 acre subject property is located on the north side of Brightwater Drive,
approximately 800 feet east of Hamden Drive;
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 11 of 14
Consistent
Inconsistent
1. The proposed development of the land will be in harmony with the scale, bulk,
X
coverage, density and character of adjacent properties in which it is located.
2. The proposed development will not hinder or discourage development and use of
X
adjacent land and buildings or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety of persons
X
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion.
X
5. The proposed development is consistent with the community character of the
X
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including
X
visual, acoustic and olfactory and hours of operation impacts on adjacent
properties.
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at
its meetings of October 6, 2011, and deemed the development proposal to be legally sufficient to
move forward to the Community Development Board (CDB), based upon the following findings
of fact and conclusions of law:
Findings of Fact. The Planning and Development Department, having reviewed all evidence
submitted by the applicant and requirements of the Community Development Code, finds that
there is substantial competent evidence to support the following findings of fact:
1. The 2.07 acre subject property is located on the north side of Brightwater Drive,
approximately 800 feet east of Hamden Drive;
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 11 of 14
2. That the subject property is located within the Tourist (T) District and the Resort Facilities
High (RFH) Future Land Use Plan category;
3. That the subject property is located in the Small Motel District of Beach by Design;
4. The proposal is to construct 54 resort attached dwelling units at a density of -30 26 dwelling
units /acre;and 12 evemight aeeemmedatien ttnits at a density of 48.5 eve night
aeeemmedatien i.,
o;
5. The proposal also includes approximately 3,362 square feet of accessory uses
(restaurant /lounge, fitness center, meeting room and game room), which represents
approximately 6.2 percent of the gross floor area;
6. The proposed building height is 48.2 feet from the Base Flood Elevation (BFE) to top of flat
roof with an additional 15.6 feet for architectural parapets;
7. The proposal includes 43 112 parking spaces;
8. The subject property is comprised of eight parcels with approximately 730 feet of frontage
along Brightwater Drive and frontage along Clearwater Harbor.
9. The western most parcel contains an abandoned building with the remaining parcels vacant;
10. The proposal includes a front (south) setback of 12 feet (to building) and five feet (to
pavement), a side (west) setback of 10 feet (to building and pavement), a side (east) setback
of 10 feet (to building and pavement) a rear (north) setback of nine feet (to building) and zero
feet (to sidewalk);
11. The proposal also consists of a 6-,77-3 5,896 square foot dock with 5-7 46 slips;
12. The proposal includes a deviation to increase the width of the dock from 75 percent of the
waterfront lot width to 8b 78 percent; and
13. There are no active Code Compliance cases for the subject property.
Conclusions of Law. The Planning and Development Department, having made the above findings
of fact, reaches the following conclusions of law:
1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2-
803 of the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2-
803.0 of the Community Development Code;
3. That the development proposal is consistent with the commercial dock review criteria as per
Section 3 -601 of the Community Development Code;
4. That the development proposal is consistent with the General Standards for Level Two
Approvals as per Section 3 -914.A of the Community Development Code;
5. That the development proposal is consistent with the Small Motel District of Beach by
Design; and
6. That the development proposal is consistent with the Design Guidelines of Beach by Design.
Based upon the above, the Planning and Development Department recommends APPROVAL of
the Flexible Development application (1) to permit a Resort Attached Dwelling use of 54 units
and 12 evefnight aeeemmedatien t nits in the Tourist (T) District with a lot area of 90,596
square feet (2.07 acres), a lot width of 730 feet, a front (south) setback of 12 feet (to building)
and five feet (to pavement), a side (east) setback of 10 feet (to building and pavement), a side
(west) setback of 10 feet (to building pavement) and 35 feet (to building), a rear (north)
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 12 of 14
setback of nine feet (to building) and zero feet (to sidewalk), a building height of 48.2 feet (to top
of flat roof) with an additional 15.6 feet for architectural parapets and 44-3 112 parking spaces, as
a Comprehensive Infill Redevelopment Project, under the provisions of Community Development
Code Section 2- 803.C; and a phased development order to allow five years to submit building
permits for all phases, (2) to permit a 5-7 46 -slip, 6-,77-3 5,921 square -foot Commercial Dock with
an increase to the permitted width of docks from 75 percent of the waterfront lot width to 8-6 78
percent under the provisions of Community Development Code Section 3 -601, with the following
conditions:
Conditions of Approval:
1. That application for a building permit to construct Phase I of the approved project be
submitted no later than November 15, 2012, unless time extensions are granted pursuant to
CDC Section 4 -407;
2. That application for a building permit to construct Phase II, III and IV of the approved project
be submitted no later than November 15, 2016, unless time extensions are granted pursuant to
CDC Section 4 -407;
3. That, prior to the issuance of any permit for Phase I, a Declaration of Unity of Title be
recorded in the public records for such parcels;
4. That, prior to the issuance of any permit for Phase II, a Declaration of Unity of Title be
recorded in the public records for parcels in Phase I and Phase II;
5. That, prior to the issuance of any permit for Phase III, a Declaration of Unity of Title be
recorded in the public records for parcels in Phase I, Phase II and Phase III;
6. That, prior to the issuance of any permit for Phase IV, a Declaration of Unity of Title be
recorded in the public records for all parcels included in the proposal;
7. That prior to issuance of a building permit for Phase I, the abandoned structure on the eastern
most parcel be removed;
8. That the final design and color of the building be consistent with the elevations approved by
the CDB;
9. That any freestanding sign be a monument -style sign, be designed to match the exterior
materials and color of the building and be a maximum height of four feet, unless approved at
six -foot height through a Comprehensive Sign Program;
10. That, prior to the issuance of the Certificate of Occupancy, existing overhead utility lines
serving this development within the right -of -way along the north side of Brightwater Drive be
placed underground;
11. That, prior to the issuance of the building permit, the location and visibility of electric
equipment (electric panels, boxes and meters) be reviewed and, if located exterior to the
building where visible from Brightwater Drive, be painted the same color as the building;
12. That no docks be constructed prior to vertical construction of the upland units at the
respective phasing;
13. That use of the docks be for exclusive use for the mooring of boats by owners or guests and
that the docks are not permitted to be rented, leased or sold separately from use by owners or
guests;
14. That covered boatlifts are prohibited;
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 13 of 14
15. That signage be permanently installed on the docks or at the entrance to the docks containing
wording warning boaters of the existence of protected sea grasses and manatees in the
vicinity;
16. That a copy of the SWFWMD and /or FDEP Permit and any other applicable environmental
permits, Corps of Engineer's Permit and proof of permission to use State submerged land, if
applicable, be submitted to the Planning Department prior to commencement of construction.
17. That all Parks and Recreation fees and any applicable Public Art and Design Impact Fee be
paid prior to the issuance of any permits;
18. That, prior to the issuance of any permit, all requirements of the General Engineering, Traffic
Engineering and Fire Departments be addressed;
19. That the proposal expressly commits that a minimum of SO percent of the units in each phase
shall he sold to fee simple buyers of the entire unit interest (i.e., no time share, fractional
ownership, personal residence club, or similar less - than -whole ownership interest shall he
sold for at least SO percent or more of the units, by phase, as the project is developed,
marketed and sold). Up to the remaining SO percent of the units, by phase, may he sold via a
form of fractional ownership interest(s) if desired by the developer; subject, however, to the
minimum one week rental /use period set forth above, for all units and the condominium
documents indicating such he provide to the City of Clearwater prior to issuance of a
Certificate of Occupancy;
20. That fencing or a wall he constructed on both the west and east property boundary; and
21. That the proposal expressly commits that there shall he no commercial use whatsoever
approved for the project, which shall he a residential use project, only. Without limiting the
foregoing, the application shall he revised to expressly commit that there shall he no public
restaurant, bar or lounge in the development project, and that all amenities constructed for
the project shall he ancillary, supporting facilities for the residential project, only, and
therefore shall he used only by the residential owners and their guests.
Prepared by Planning and Development Department Staff.
A. Scott Kurleman, Planner III
ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs
Community Development Board — December 20, 2011
FLD2010 -06004 — Page 14 of 14
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FLD2010-06004
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Aerial Map
Owner: Brightwater Blue Resort LLC Case: FLD2010-06004
Site: 150- 190 Brightwater Drive Property Size: 2.07 acres
PINs: 08-29-15-04932-000-0340; Atlas Page: 276A
0360;0390;0400;0410;0420;0430;0450
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Existing Surrounding Uses Map
Owner: Brightwater Blue Resort LLC Case: FLD2010-06004
Site: 150- 190 Brightwater Drive Property Size: 2.07 acres
PINs: 08-29-15-04932-000-0340; Atlas Page: 276A
0360;0390;0400;0410;0420;0430;0450
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Location Map
Owner: Brightwater Blue Resort LLC Case: FLD2010-06004
Site: 150- 190 Brightwater Drive Property Size: 2.07 acres
PINs: 08-29-15-04932-000-0340; Atlas Page: 276A
0360;0390;0400;0410;0420;0430;0450
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A. Scott Kurleman
100 South Myrtle Avenue
Clearwater,FL 33756
727-562-4553
scott.kurleman(�n,myciearwater.com
PROFESSIONAL EXPERIENCE
■ Planner III
City of Clearrvater, Cleanvater, Florida August 2008 to Present
Duties include performing the technical review and preparation of staff reports for various land
development applications, assist public customers at the Zoning Counter,the organization of data and
its display in order to track information and provide status reports and making presentations to
various City Boards and Committees.
■ Planner II
City of Clearwater, Clearwater, Florida June 2005 to August 2008
Duties include performing the technical review and preparation of staff reports for various land
development applications, the organization of data and its display in order to track information and
provide status reports. Assist public customers at the Zoning Counter. Review Building Permits, Sign
Permits, Business Tax Receipts, and Landscape Plans as well as Comprehensive Sign Program
Applications.
■ Land Resource Specialist
City of Clearwater, Clearrvater, Florida June 1996 to June 2005
Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City
land resource regulations. Landscape re-inspection program. Plans and directs program to ensure
that plant material installed per the approved landscape plan remains in a healthy growing condition
in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy
Inspection. Perform inspections with contractors, owners, and City departments to monitor the
installation of required landscape material per an approved site plan. Process tree permits ensuring
that regulations governing the removal criteria are followed. Provide technical tree evaluations for
structural defects, hazards, proper pruning, and identification for trees on public and private
properties.
■ Account Manager
Cherry Lake Farms, IMG Enterprise, Inc. Groveland, Florida June 1993 to June 1996
Supervised and managed existing territory accounts, while handling a strategic marketing plan.
Planned and directed in-field inspection program for landscape architects, municipalities and private
corporations. Prepared technical training modules for corporate employees and customers regarding
arboricultural techniques related to trees.
■ Licensed Marketing Representative
Allstate Insurance Company, Clea�vater, Florida June 1991 to June 1993
Field inspections of insured structures.Policy service and account maintenance.
■ Store Manager
William Natorp Company, Inc. Cincinnati Ohio June 1983 to June 1991
Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams
of employees including but not limited to payroll,budgeting, sales, store and equipment maintenance,
workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor
products. Responsible for all indoor staff and horticultural products.
EDUCATION
GRADUATE—Certificate: Community Develo�ment, LINIVERSITY OF SOUTHFLORIDA,
TAMPA, FLORIDA. Currently pursuing.
BS in Sustainability Management,ST. PETERSBURG COLLEGE, FLORIDA.
Currently pursuing.
BA in Business Administration,ST. LEO UNIVERSITY, ST.LEO,FLORIDA.
Graduated July, 2002 Cum Laude.Major: Management
AA in Business Administration,ST. PETERSBURG COLLEGE, FLORIDA.
Graduated 1998. Major: Management.
AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER,
Graduated 1984 Cum Laude.Major: Horticulture Technology with emphasis in
Arboriculture.
ISA, International Society of Arboriculture,Certified Arborist,FL-0414
LEED Green Associate, Currently pursuing
MOTIVATIONAL Mentor Award,December 2010
� Ptanning�Qevelapment CASE#:
° � ����7���� Department RECENED BY(staff initials):
, � 100 South Myrtie Avenue DATE RECEIVED:
Clearwater, Fiorida 33756
`� Telephone: 737-562-4567
Fax: 727-562-4$65
❑ SUBMIT ORtGINAL SIGNED AND NOTARiZED,4PPLIGATiON
❑ SUBNlIT 14 COPlES QF THEORlGIN11L APPLICATION-Plans and
appiication are required to be coilated,stapled,and folded inta sets
t� SUBMII'FIRE PRELIMINARY StTE PLAN;$200.Q0
❑ SUBMIT APPUCATION FEE$1.405-�aid oreviouslx
'� NOTE:15 T07AL-SETS 4F INFOFtMATiON CdEQUiRED {APRLIGAT40NS PI�USSiTE-PLAN SE7'S;
FLE�IBLE DE�ELOPMENT APPLI�ATION
Comprehensive Infill Redevelopment Project
(Revised 10.24.2011)
M
�PLEASE TYPE OR PRINT�
A. APPLICANT,PROPERTY OWMER AND AGENT lNFORMATION: {Code Section 4-202.A}
APPL(Cf1NT NAME: BTigIlIW�tBI'$�Ue RE;SOPt, LLC
. ._ _._._._�.___._� _.�___.__._.._............. . . _ ___.__._..__----.--. _____� ..___ _..__.�
nnaiz�NG;wQR�ss: 2551 Drew Street—Clearwater, FL 33765-2852
__._.._._�___._._.........__..__...._...___.__._.__.__..._.._._.__.._.�__�.� —.---_.______�_............. .. _.._._._..._.__.__.____.------__________._---,
PiiONE NUMBER: 'j27-7Z{j-((�$ FAX NUMBER:
______._�------________. _... _.... ___.____ ---�._ _..�._.._.�.__�__
CELL NUMBER EMAIL: ljm� maC CpTTi
_._ )
__.___._.r. _v� ____---___�__.._.____.��.._..._...---..................._................___............._._.._.__.�..:�___.__.__.----�____________.__._..--------_
pRO��RrY own���t�s�; Brightwater Blue Resort, LLC
�._.___._..___._____.._.__.-------__�_ __._____---------___..__.--._____.._._.._____....._.:.__.._�__._.�____---__.__._._._____.-----
List ALL owners on the deed 2551 Drew Street
__......._.�___._.......__.__.._.____.._....---_...______._.__.__�__ __._. ------.___.._.._.------________.___�_____.__________�._....___.�_---,--
Clearwater,FL 33765-2852
AGENT NAME: Pressman&Assc.-PO Box 6015-Palra Harbor,FL 34b84-ph.727-804-1760,fax$88-977-
_1179...The Sustainability Group, LLC-Aiex�lzan/Richard Marcel
________�--.---- --- _--_ �___.__._._____��_._..
nnAi�aNC a��R�ss: 4124 Headsail Drive—New Port Richey,FL 346�2
. ...._�__.�.e_W___._...._..__�..-.—__.___�______ _�—� __�.__�__.___._______.___._._._..._.�_._._....._._._..___�-.---____...._._.._._.._
PHONE NUMBER: ']2']-4$$-jOO2 �,vc r�uMS�R: 727-�45-5105
._,_�_._______ _._------------ _______._------------__�_____�_.___�_:_______._
CELL NUMBER: EMAlL:
todd@pressmaninc.com '
rick99b0@�mail.com,alxazan r�gmaii.com '
B. PROPOSED QEVELC3PMENT 1NFORMATfON: (Code Section 4-202.A)
PRQJECT NAME: BZi�itWat�i'BIl1E ReS02't PROJECT VALUATtON: $15,00O,OOQ
_.�_____...�______.__.___.�_____.__�__.._...._„_.._...._,.�_..__._............._ _.....___._..-- --_�___._ ___
ST#2EET AQDRESS Formerly 150,158,162,166,i 70 174 184 & 190 Brightwater Drii e '
_.._--- .�_- ' ----'------.__._._____._._.___._... _ __.__'._.._..__.___._..______._____.____.__._._..____
PA42CELNUMBER(S?� OS-Z9-IS-O�4�7-OOO/O��O103b0/0390/0400/041014420I043Q/0450
__ -------_ _____----____._ ---�_---- __.�_ _ _...._ ___.__ �_____. _
PARCEL SIZE{acres): 2,O'] aCpgS PARCELSIZE{squar2 feet): 90,596.50 sf
ti�___�._��. _�__.__
LEGAL DE5CRtPTIt�N: LOfiS �� �S 37 _...._._...._.....___.___.__..._._.._____._._...._..__..__.._..._�.._�.___.__...__.
_..... __ .____�_ ��6, ,38,39,40,41,42,43,44,45 &4�6, Bayside Subdivision_No 2
_._, _. _... _.... _..._ __..__.____._____�___----_..__
_- _
PROPasEO usE�s>: $4 Resort Attached Dwelling units& 12 overnight accommodations,with amenities and
57 boat sli�s constructed withYn fowr(4)pha.ses
DESCRIPTIaN OF RECtUEST: &ght(8)se�arate buildu►gsltowers(4 stories over ane stor�parkin��with one
__
Specifically identify the request common bu�ld�ng eontam�ng smali dinin�,vffice,fitness area-alon�with S docks
(include numberof�nits ar square contatning 57 sli�s total wPI.�ASE SEE ATTACHEI3 EXHIBIT�A' Thzs pro�ect_�___ ��
footage afi non-residential use and all • �Y� � ---
requested code deviations;e.g. wiIl be constructed in four phases.The first phase being IZ un�ts, Pertnits for r.he 1st phase will
reduct+an in required number o# .�be completed/a�proved_w�thin_I year after Cit�approval _
parking spaces,specific use;staj ___.. .._ ._.._.. . .__ _..�_.. ..___�___ _. __
Page 1 of 8
DOES THIS APPLICATION INVOWE THE TRANSFER OF DEYELOPMENT f21GH7S {TDR), A PREVtOUSIY APPROVED PIANNED UN
DEVELOPMEN3,OR A PREVII�USLY APPROVED{CERTIFIED)SiTE PLAN? YES_ NO X (if yes,attach a copy of the appiicabte documents)
C. PROOF UF OWNERSHiP: {Code Section 4-2Q2.A.5)
�SUBMIT A GOPY OF THE TITIE INSURANGE POl:ICY,DEED TO TNE PROPERTf OR SIGM AFFIDRVIT ATTESTING t7WNERSHiP {see
page 7) PLEASE SEE ATTACHED EXHIBIT`B'
D. WRtTTEN SUBMtTTAL REQUIREMENTS: (Code Sectian 3-913.A}
�Provide c:implete responses ta ihe s�c(6)GENERAL APPUC�IBiLITY CRiTERiA—Explain�ii each criteria is achieved,in detaiL• '
1. The proposed development af the land wiii be in harmony w+th the scale,bulk,coverage,density and character af adjar�nt properties in which it ,
is located.
PLEASE SEE ATCACHED EXHIBIT`C' '
2. The proposed devebpment wilf not hinder or discourage the appropriate developmeat and use of adjar�ent land and buildings or significarrtiy'
impair the value tttereof.
PLEASE SEE ATTACHED EXHIBiT`C
3. The proposed development will not adversely affect the heafth or safety of persons residing or working in tfie neighborhood of the proposed use. '
PLEASE 5EE ATTACHED EXHlBIT`C
4. The propased development is designed to minimize traffic congestion.
PtEASE SEE ATtACHEb EXHIBI7`G'
5. The pnoposed development is consisfent with the communiry character of the immediate vicinity of the parcel propossd fordevefopment.
PLEASE SEE ATtACHED EXHIBIT`C'
6. The design of the propos�t deveiapment minirniz�s adverse effects, incduding yisual,acoustic and otfaCtory and hours of operdtion impacis,on
adjacent properties.
Pi.EASE SEE ATTACtfiED EXHt817`C'
Page 2 of 8
.
WRITTEN SUBMITTAL REQUIREMENTS:(Comprehensive tnfill Redevelopment Project Critecia)
�Provide complete responses to the six{6}COMPREHENSlVE(IVFIU.REDEVELOPMENT PROJECT CRtTERiA—Expiain how each aiteria is '
acMieved,ia detaiL•
1. The developmen#or redevelopment is otMerwise imprac�tical withqut deviations fram the use andior development standarcis set forEh in this
zoning district.
PLEA3E SEE EXHIBIT`D'
2. The developmen# or redevelopment will be consistent with the goals and policies o#the C�nprehensive Plan, as well as wi#h the general
purpose,intent and basic ptanning objectives of this Code,and with the intent and purpose of this zoning distrid '
PLEASE SEE FJCHIBI7`D'
3. The development oc redevetopment wii!not impede#he normal and orclerly develapmerrt and improvement of surrounding properties. '
PLEASE SEE EJCHIBtT`D'
4. Adjoining properties wiil not suffer substantia!detriment as a result of the proposed development.
PLEASE SEE EXHIBIT`D'
5. The proposed use shaN othervrise be permitted by the underlying future land use category, be campatibie with adjacent tand uses, wiil not
substantially after the essential use charaeteristics of the neighDorhood; and shall demonstrate compliance with one or more of the following
objectives:
a. The propased use is pemtitted in this zoning district as a minimum standarci,fleadble standard or flexible development use;
b. The proposed use would be a sigt��ficarrt economic contributo�to the City's economic base by diversifying the local ec�nomy or by creating
jobs;
c. The deveiopment proposal accommodates the expansion or redevelopment of an existing economic contributor;
d. The proposed use provEdes for the provision af affordeble housing;
e. The proposed use provides tvr development or redevelopment in an area that is characterized by oiher similar development and where a
land use plan amendment and rezoning would resuft in a spot land use or zoning designation;or
f. The propased use provides for the development of a new andlo�preservat�on of a working waterfront use.
PLEASE SEE EXHIBIT`D'
6. Ffexibitity with regarcl to use,lot width,required setbacks,height and off-street garicing are just�ed based on demonslrated compliance with aA of '
the foliowi�g design objectives:
a. The proposed development wiA not impede the normal and orderly development and improvement o#the surrounding properties for uses
permitted in this zoning district;
" b. The proposed devslopment complies with applicable design guidelines adopted by the Cify; '
c. Tha design,scate and irrtensity af the praposed development supports the established�r emerging character of an area; '
d. In orcler to form a cohesive,visually in#er�sting and attractiue ap�acance,the proposed devefopment incorporates a substantiaJ number of '
the foflowing design elements: '
❑ Changes in horizontat building planes; '
❑ Use of archiEectural details such as columns,cornices,striogcourses,pilasters,porticos,balconies,railings,awnings,etc.; '
0 Variety in materials,coiors and textutes;
0 pistinctive fenestratian pattems;
O Bu�lding stepbacks;and
❑ Distinckive roofs forms.
e. The proposed developmeni provides for appropriate buffers,enhanced landscape design and appropriate distanees betraeen buildings.
PLEASE SEE EXHiBlT`D'
Page 3 of 8 ,
• E. STORMWATER PLAN SUBMITTAL REQUlREMENTS; {City af Ciearwater Storm Drainage Design Criteria
Manual and 4-202.A.21)
� A ST4RMWATER NARRATlYE MUST BE SUBMITTED WITH AL�APPLICATIONS.Ali appiications that imolve addition
ar modification o# impervipus surface, inciuding buildings, must include a stormwater pian that demonstrates campliance with the City of
Clearwater Storm Drainage Design Criteria manual.A reduction in impervious surface area does not qualify as an exemption to this requirement.
`�.�'�EilL f�c3�',4`'� �E'�:�Y i'�
Fdr If a ptan is not reguired,the narrative shall pravide an e�lartation`as to why the site is exempt.
Fd� At a minimum,the STORMNUATER PiAN shalt include the foilowing;
�J Existing topography extending 50 feet beyond a!I property lines;
€7� Proposed grading including finished floor elevations of all structures;
p'?f Ati adjacsnt streets arM municipal storm systems;
� Propased stortnwater detentioNretention acea including top of bank,toe of slope and outlet contrai structure;
� A rtarrative describing the proposed sto[mwater controi plan induding att calculations and data necessary to demons#rate compiiance with
the Gity manual.
�/ Proposed stortnwater deten6oMretention area inciuding top of bank,toe of slope and outlet controi structure;
R' Signature and seai of Florida Registered Professionai Engineer o�ail plans and caicufations.
Y� COPY �F PERMiT iNQUiRY LETTER OR SOUTHWEST �LORlDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMiT
SUBMi'1TAL{SWFWMD approval is required prior to issuance pf City Buiiding Permit),if applicable
ta' ACKNOWLEDGEMENT OF STORMWA'fER PLAN REQUfREMENTS(ApplicaM must initiai one of the foilowing):
��/��!CJ�. Stormwater pian as noted above is included
Stormwater plan is not required and expianation narrative is attached. At a minimum, a grading plan and finshed floor
elevations shali be provided.
CAUTI�N — iF APPLiCAT10N REVIEW RESULTS IN THE REQUtREMENT �OR A STORMWATER PLAN
AND NONE HAS BEEN SUBMlTTED,APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DEIAY
MAY OCGUR.
if you have questions regarding these requirements,contact#he City Public Works Administratior�Engineering Depar#ment at(72'��2-4750.
F. SUPPLEME(dTAL SUBMITTAL REQUIREMENTS:{Code Section 4-202.A)
�" ` SiGNED AND SEALED SURVEY{including legai description of property)—One original and 14 copies;
F� TREE SUR1/EY {�nciuding existing trees an site and within 25' of the adjacent site, by spec+es, size (DSH 4°or greater), and location,
induding drip lines and indica#ing trees to be removed}—please design around the exiskng trees,
2�''�TREE INVENTORY;prepared 6y a"ce�#ified arbodst°, of ali trees 4" DBH or greater, reflecting size, canopy(drip lines)and condition of
such trees;CURRENTLY.THE Sl7E 15 GLEARED AND DEMO'D
G77' LdCATION MAP�F THE PROPERTY;
�d PARKING DEMAND STUDY in conjunction with a request to make deviakions#o the parking standards (ie. Reduce number of spaces).
Prior to the submittal of this application,the methodology of such study shatl be approved by#he Community Development CooM+nator and
shall be in accordance witfi acxepted traffic engineering principtes. The findings of the sWdy wili be used in determining whether or not
deviations to the parking standarcis are approved;Nf?T REQUIREQ
G]' GRADINGPLAN,as applicable;
PF2ELIMINARY PWT,as required(hlote: Building perr�its will not be issued until evidenee of recording a final plat is provided};NOi'
APPLICABLE
f8 COPY OF RECORDED PLAT,as applicable;NOT APP�ICABLE
Page 4 of 8
G. SITE PLAN SUBMITTAL REQUfREMENTS:�Section 4-202.A)
0d' SITE FkAM with the fotlowing information{not to exc�ed 24"x 367;
X Index sheet referer�ang individuai sheets inciuded in package;
X North arrow;
X Engineering bar scale(minimum sqle ane inch equals 50 feet),and date prepared; '
--Xv� All dimensians;
X Foo$�rint and size of ail EXIST7NG buildings artd st►udures;
X Footprint and size of aA PROPOSEO buildiags and stmctures;
�X Ail required setbacks;
_._..._____
X A11 existing and proposed points of at:cess;
_.._.._
X A11 required sight triangies;
� � identification of environmentally unique areas, such as watercourses, wetia�ds, tree masses, and specimen trees, including
� description and locatipn of understory,ground cover vegetation and wildiife habitats,etc;Locatian of all public and private easements;
X Lacatian of all street riglits-ofi aray within and adjacent to the s'de;
X � Location of existing public arxi private utilities,including flre hydrants,starm and sanitary sewet iines, manholes and tift statians,gas
and water Iines;
�?C Atl parking spaces,driveways,loading arsas and vehicular use areas;
X Depiction by shading or crosshatching of al!required parking lot interior landscaped areas; '
�X + Location of all solid wasts con#ainers,recycling or trash handling areas and outside mechanicai equipment and ait required screening
_�_ {per Sedion 3-201(Dj{i)and index#701};
X Location of all tandscape material; '
X� Location af alJ onsite and offsite storm-watermanagement facitities; '
X Location af aU outdoor lighting fixtures, '
X Location of a{!existing and proposed sidewatks;and !
�� Floor pfan typicals ofbuildings for all�evel Two approvals. A floor plan of each floor is required for any parking garage r�uiring a '
Levef Two approvaL i
� SITE DATA TABLE for existing,required,and proposed devetopment,in wriftenitahular form: '
EXlSTtNG REQUiRED PROPOS�D
X Land area in square feet and acres; �,596.5 sf 10,000 sf 90,596.50 sf
�_ __{2_07 ac)�._..____---- --�2 ac _____. _�?�07._a��._.__..---..__._...
X Nu�ber of EXiSTING tiwelling units; 74 0 0
__�._.. _�.._...._....._.�._._..._....__._,__ _._._.__,.-----
67 Resort 54 Resort
X Number of P'ROPOSEO dwelting units; Attached DUs Attached DUs&
max. 12 ovem+tes
-- ___..._._..___..---__�__ _______ _...._.___._...------------._.__.
X Gross flaor area devoted to each use; Nqt available See arch.plans
-- ----..._..__._.__...._..._�..___...__._____ _.___ �__.______.�.._._._.._...----
X Parking spaces: totat number, presented in tabular form with tfie Not avaiiabie 97 stalfs min. 113(5 HC)
number of required spaces;
-------- ---.___._.____.__.....__....�---.._..__.._ --.-----.--- -- - .______.
� Totat paved area, inGuding ali paved parking spaces&driveways, �t available d,193 sfi
_,.__.._... expressed in square feet 8�percentage of#ha paved vehicuiar area; _._._.__:�..____.__ �_��.�.�.____ _.�`�.�%)
X Qfficial recorcJs book and page numbers of at! ebsting utility �W
easement� ____:._.......a__-------
__.._.._ ----------
X 8uilding and strudure heights; Not available 48.2 ft from BFE
X {mpermeabls surfac�ratio(t:S.R.};and Not auailabte ���7 sf(0.95 � 66,434.00 sf
ISR)max ---_- -__(0.731�---�
�._�._. ���M___...� _
X �'loor area ratio(F.A:R.}for alt nonresidential uses. Not available
Y� REDUCED COLOR SI'TE PLAN to scate{81 X 11);
g FOft DEUEI.OPMENTS DVER QME ACRE,provide the fotiowing addi#ional informaiion on site plan:
NA One-foot contours orspot eleva#ions on sfte;
X Offsite elevations if required ta evaluate the proposed stormwater ma�agemenk for the parcel;
X AIf open space areas;
NA L�cation of eN earth or water retaining walls and eacth berms;
X Lot lines and buikiing lines{dimerrsioned};
X Streets and drives(dimensioned};
3f Building and structural setbacks(dimensioned);
µX Strudural overhangs;
Page 5 of$
H. LANOSCAPING PLAN SUBMITTAL REQUtREMENTS:(Section 4�-1102.Aj
Fd LANDSGAPE'PLAN wRh the follawing information(nut to exceed 24'x 36°):
X Ail existing and proposed structures;
X Names of abutting streets;
X Drainage and retention areas induding swates,side slopes and bottom efevations;
------
X Delineatiort and dimensions of all required perimeter landscape buffers;
X � Sight visibiliry triang{es;
µX Deiineation and dimensions of all psrking areas including landscaping istands and curtying;
�X F�cisting trees on-site and immediately adjacerrt tp the site,by species,Size and locations,including driplines{as indicated on required
____....__
tree survey):
X Location, size, and quanfities of all existing and proposed landscape materials, indicated by a key relating to the plant '
_......
schedule;
X Plant schedule with a key(s�+mbol or label)indicating#he size,description,specifications,quantities,and spacing requirements af all
e�cisting and proposed landscape materiais,incfuding botanical and common names; ,
X Typieal planfing details far trees,palms, shrubs and ground cover plants i�ctuding instruc�ions, soil mixes, backfilling, mufching and
protective measures;
� interior landscaping areas hatched and/or shaded and labeted and inferior larxlscape coverage, e�ressing in both square feet and
X
�_ perc�ntage covered;
NA Conditions of a previous devalopmertt appmval(e.g.conditions imposed by the Community Development Baard);
X lmgation notes.
�" REDUCED COLOR IANOSCAPE PLAN to scale(8'/X 11};
� COMPREHENSIVE lANDSCAPE PROGRAM application, es applicable. Landscape associated with the Comprehensive Landscape
Program sfiall exceed minimum Code requirements to offset the areas wherc minimum Code will not be met.NOT APPLICABLE
1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: {Section 4-202.A.23)
� BUIIDING ELEVATION DRAWINGS—with thefc�llowing information:
X All sides of all buildings
X Dimensioned
X Colors(prouide one ful!sized set of colored elevations)
X Materials
�f REDUCED BUILDING ELEVATlONS—same as above to scafe on 8'h X 11
J. S�GNAGE: (Division 19.StGNS 1 Section 3-1806}
� AB EXISTING freesfanding �nd attached signs; Provide photographs and dirnensinns (a�ea, height, etc.), indicate whether they will be
removed or to remain. NOT APPLICABLE
f� All PROPOSED freestanding and attached sigRS; Provide details including iocation, s¢e, height, colors, materiats and drawing;
freestanding signs shatf include the street address(numerals)TO BE SUBMiTTED AT FUTURE DATE
�d Comprehensive Sign Program application, as appiicable (separate apptication and fee required). IF APPItCABLE. 70 BE
SUBMITTED AT FW7URE DATE
� fteduced signage praposal{B'/X 11) (colo�),if submitting Comprehensive Sign Program application.NOT APRUCABLE
Page 6 of 8
K. TRAFFIC IMPACT STUDY: {Section 4-202.A.13 and 4-801.C) '
❑ includs i#required by the Traffic Operations Manager or his/her designee or if the proposed development: '
■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. '
• Wiil generate 100 or more new vehide directional trips per hour and/or 1000 or more new vehicle trips per day. '
■ Wiil affect a nearby roadway segment and/or intersection with five(5)reportable accidents within the prior tweive(12}month period or '
that is on the City's annuai list of most hazardous intersect+ons. '
Trip generation shail be based on the most recent edition of the Institute of Transpo�tation Enginee�'s(ITE}Trip General Manual.
The Tra�c Impact Study mus# be prepared in accordance with a "Scoping Meeting° held with the Tra�c Operations Manager and the
Planning Department's Development Review Manager or their designee(727-562-4750)
Refer to Section 4-801 C of the Gommunity Developmenf Code for exceptions to this requirement.
�Acknowledgement o4 traffic impact study requirements{Applicant must initial one of the foUowing): ',
Tra�c#mpact 5tudy is included.The study must include a summary table of pre-and post-development levels of service for all '
raadway legs and each turning movement at all intersections ident�ed in the Scoping Meeting. '
_��__
Traffic Impacf Study is not required.NOT REQUIRED:PROPOSED UNITS'<PREVIOUS EXISTING UNlTS
CAUTION — fF APPLICATION REVIEW RESUL'TS IN THE REQUIREMENT FOR A TRAFFIC IMPACT
STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND
SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements, contact the City Pubiic Works Administratio� Engineering Department at(727) 562-
4750. .
L. FIRE FLOW CALCULATIONS!WATER STUDY:
Provide Fire Flow Calculations.Water 5tudy by a�°�nonrcr�r�r�n� pROFESSIONAI ENGINEER to assure an adequate water supply is available
and to determine if any upgrades are required by the developer due to the impact of this project. The water supply musf be able to support the needs
of any required fire sprinkler,standpipe andlor fire pump. If a fire pump is required the water supply must be able to supply 150%of its rated capacity.
Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13,MFPA 14,NFPA 20,NFPA 291,and MFPA 1142(Annex H)is required.
�� Acknowledgement of fire flow calculationsJwater study requirements(Applicant must initial one of the following}:
��?�_ Fire Flow Calculations/Water Study is iacluded. PREVIOUSLY SUBMITTED
__.._._......_
Fire Flow CalculationsNVater Study is not required.
CAUTION — If APPLICATION REVIEW RESULTS {N THE REQUIREMENT FOR A FIRE FL�W
CALCULATIONSI WATER STUDY AND NONE HA$ BEEN SUBMITTED, APRLICATION MUST BE
RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these tequirements,contact the City Fire Prevention Department at{727)562-4334.
M. SIGNATURE:
I,the undersigned,acknowledge that all representations made STATE OF FLORIDA,COUNTY OF PINELLAS
in this application are true and accurate to the best of my Sworn to and subscribed before me this�day of
knowledge and authorize City representa#ives to visit and OCTOBER ,A.D.2011 to me and/ar by
phofograph the property described in this application. �;�� (,r,f, nxc�.� ,who is personallv„�.known has
produced
as identification.
. - .d.--^...:.,.�_ , .. il����Yrp�'��s: �!$ � �U ItZ
za��•.�e�n:��ti''o°.�N�D 942607
__..."�.._ _. _✓-- _..______________...�.�_ �
Notary blic, ._�._._.oT . a�` � ���.ti0V.2d,2013
Signature of property o er or rspresentative My commission pires: �°�E`.�.,°�,tf',`�-°* ,, ,r,.;.��NJioTqay,,�m
Macintosh HD:Users:bmazas:Downloads:Comprehensive Infill Project(FLD}_Oct11_2011.docx
Page 7 of 8
s
N. AFFIDAVIT TO AUTHORIZE AGENT:
1. Provide names of all property owners on deed-PRIIdT full names:
BRIGHTWATER BLUE RESORT,LLC
Z. That(!am/we are)the owner{s)and record titie Moider(s)of the following described property(address or generai location):
LOTS 34 THROUGH 46,INC�USIVE,ON BRIGHTWATER DRIVE
3. That this property constitutes the propeity fo�which a request for a:(d cri e reque�
RESORT ATTACHED DWELLING DEVELOPMENT CONSISITING �2'UNI�TS�A 57-SLIP COMMERCIAL DOCK
_------.....__................_....._.....---...._............__................. __..._..______...._..._. __.._...._.__.:......... _..._._...................................................................................:_._._......_..........._.�_.__.
_ .ri_
4. That the undersigned(has/have)appointed and(doesldo)appoint:
Pressman 8�Associates,tnc.-Todd Pressman and The Sustainability Group,�LC-Rick Marcel,and Alex L.Azan,P.E.
as{his/their)agent(s)to execute any petitions or other documents necessary to affect such petition;
5: That this affidavit has been executed to induce the City of Clearwater,Florida to consider and act on the above described property;
8. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
� �
7. That(I/we),t under_igA ritx,,,bereby eertify that the foregoing is true and correct. ,
� _�
— _..... ..............._._._......____.._._._.............- --- --- - —
Prope Owner - roperty Owner
_.____ _.___. ... �_._...____—.---_..................._ _ _---- __�___ ___ -- :
Property Owner Property Owner '
STATE OF FLORIDA,
COUNTY OF PINELLAS ,
Before me the undersigned,an officer duly commissioned by the laws of the State of Florida,on this /•�� day of '
OCTOBER , 2011__ personally appeared Bill Mazas 8 Sam Katamountzos who having been first duly swom '
Deposes and says that helshe fully understands the contents of the affidavit that hetshe signed. '
A.�pgYF{�j`�';µ �;i�;y Ruppitz �''��...
.o• C,.� r�,�+',�,�.,iGra�G�9426Q7
y?:
3���� �x � .NCY.24,2013................ ��'......._ _. ...
_.. .__...
�''�"��°� � Nota Pub(ic Si ature '
'yq���t>` rvr`tY,.,'�ARONNOTARY.cam ry
Notary Seal/Stamp My Commission Expires: '
Macintosh HD:Use�s:bmazas:Downloads:Comprehensive Infill Project(FLD}_Oct11_2Q 11.docx
Page 8 of 8
�
REP?,IES TC> DRC COI�Il�+lLNTS FRQI� DRC MEETING ii++�i�'PING DATE
.
OF 4CTOBER 6, 2011)
.
8ngineering RevS.ea
Prir�r to zevie� bp Community Develop9neYit Board
1) Sheets C2 3, 15 and 17 were not reviewed. This level of detail is not
required for this submittal and will be reviewed at building permit.
REPLY Acknowledqed
Gsnera2 1+3ote:
If the proposed project necessitates infrastructure modifications
to satis.fy s.ite-speci.fic w.ater capacity and pressure requirements and/o.r
wastewater capacity requirements, the modifications shall be completed by
the applicant and at their expense. If underground water mains and
hydrants are to be installed, the installation shall be completed and in
service prior to construetion in accordance with Fire Department
requirements.
REPLY Ackno�vledged
General Note:
DRC review is a prerequisite for Buildinq Permit Review; additional
comments may be forthcoming upon submittal of a Building Permit
Application.
REPLY Acknoovledged
Environmerital RsvieN
DRC review is a prereqt�isite for Building Permit Review; additional '
comments may be forthcoming upon submittal of a Building Permit '
Application.
REPLY Ackriowletiged
Fire Reviem
Sheet G4 of C10 shows the fire pvmp room, dumpster, storage & Generator '
all in one room. No storage is allowed and na dumpster is allowed in Fire '
Pump room. ACKNOWZEDG� PRIOR TO CDB
REPLY Ackaowledged, the above criteria area satisfied with the
reva.saons to the enclased plans.
Response to DRC Comments Oct 14,2011 1
1
Fire Revia�v
1) Please clarify as this is showing Phase I, this wiil require a fire
pump tha� is being shown in Phase II Fire Pump to be installed in PHASE I
ACKNOTn1LEDGE PRIOR TO CDB
REPI.Y Fire Pump Raom is noor sho�vu on the Second Floor of the CQmmon
Buildinq i.n Phase I tSheet A-5� .
2) An autamatic Class T standpipe system with a Fire Pump is required.
100psi at roof is required. Fire Pump to be Iocated above BFE, Site Plan
for first floor shows the fire pump room E'.F.E + 13.67' is this the
second floor, Provide clarity ACKNOWLEDGE PRIOR TO CDB,
REPLY Nc>tes have been adde,d to Sheets A-1 and A-2 stata.ng such.
Architec�nral Plan sheets ha�re .also .been _re-labeled to call
4nt the Fire Pump Rbom, +13.67' F.F.B. , on the Second Flaar
Harbor Master RevieRr
I pulled out my file copies from 2010. Docl�s were designed in Auqust 2011
by Woods Consulting. Due to the significant amount of sea grasses along
the shore and out to about the 4 foot depth curve I have no probZem with
the way they have configured the docks to fit within the width .of the
waterway constraints and avoiding the sea grass as best as humanly
possible. The only thing I did no� see in here are any pilings as
commonly requested by the county have signs posted on them stating NO
Entry Protected -Sea grasses in areas between docks where boats might try
to gain access particularly between docks E and C and flocks C and D.
whe�e there appears to be inviting space. The County required this for
the pubiic docks over by the Recreation Center on North Clearwater Beach
on Bay Esplanade. Easy fix if an actual County requirement, I can run
that down if you need it, Woods Consulting knows the rules better than I
do so I was surprised not to see any already on here_
RFPLY Tlae applicant is proposinq handrails and No Mooring signs in
areas o►here mooring is prohibited. Pinell:as Count�, #�ie
Florida Fa.sh and Wildlife Conservatidn Camaaisaioni and the
U,S. Fish and Wildlife Sernice have, oa a case by-aase basis,
reques.ted additional pilings �ith _adda.tioaa2 signage to
provide extra assurance of prohibitinq moorinq or maneuverxnq
in arQas pxohibi.ted by boats to protect sea qsass beds. If
at�y agenc� de,t�rmines additional posted sigris are neces�ary
for pe,rmittinq the proposed dacks, the applicant �vill abide
by those reccmmendatioas and agree to post the proper
sigsiage."
Parks and Recreation Reviem
8/19/10 - Site data table has been corrected. 4pen space/recreation
impact fees are due prior to the issuance of building permits or final
plat (if applicable)whichever occurs first. These fees could be
substantial and it is recommended that you contact Debbie Reid at 727-
562-4818 to calculate the assessment.
Response to DRC Comments Oct 14,2011 2
1
R&PLY Acknamledqad
6/22/10- Site data table needs to be cox.rected to add number oF previous
units on site, as well as usage for said units (hotel/motel ar
residential) . Once that information is provided, a determination can be
made on which P&R impact fees may be due. (Please note; These fees will
be due prior to issuance of building permits or fi.nal plat (if
applicable) whichever occurs first.
REPLY Site data table on civil plarts shrnvs the requested data. '
The Public Art and Design Impact Fee is due and payable on this projec� '
prior to issuance of buil�iing permit. This fee could be substantial and '
it is recommended that you contact Chris Hubbard at 727-562-4837 to
calculate the assessment.
REPLY Acknowledged.
�r�rTrr�rt� �SVS�r
1. Overhead utility lines exist across the frant of this site. These '
overhead utilities must be placed underground. The narrative states that '
undergrounding is not practicable due to Progress Energy s staggering '
high costs associated with this. Provide written documentation as to this '
cost. '
REPLY Utility lines alang the front of �the property will be
, underground.
2. Page C4 indicates Phase 1 demolition. Verify if it includes demolition
of the abandoned structure an Zots 34 and 35 as page C5 shows these lots
as demolition Phase 4.
REPI.Y The al�andoned structure wi11 be detuolished as part of Phase
1.
3. Number all .pages in the architectural package. It is very difficult to
reference items this way. '
REPLY All Aschitectural sheets have been numbered.
4. Identify on all plans the elevators, trash chutes/rooms, and all "
highlighted items on pages? and ? ;
REPLY Referenceti rooms have bee�n labeled cn sheets A-8 and A-9, as ;
clarified during the DRC meeti.ng an 1Q-6-11. ,
Response to DRC Cornments Oct 14,2U11 3
/
5. Is there only one trash compacter? How does the trash get from the
units to the compacter? What path of travel? Where are the trash staging
areas? See Solid Waste comment.
RFPLY There is one compactar, to b� construated during Phase III.
See response to Solid Aaste commer�t far garbage service
explanation
6. Project i.s proposed to be constructed in four phases. Identify in
writing when{the timing) of Phase 2 through Phase 4 will be submitted for
construction permits.
RBPLY The first phase of the p�oject's building pe�tsai.ts should be
complet�d and approved v►ithin the first year after Comp.
Infill appzoval by the City. The final phases of' fihe projeat
mag be completed �vithin 5 years after the date of the
pra�eat's approval by the City.
7, The City must assume that Phases beyond Phase 1 may not get
constructed. Will the comgactor and fire pump raom be constructed with
Phasa 1? Where will. it be located? Phase 1 plans must be revised to
function as if no other Phases are being constructed. What happens when
Phase 2 is constructed?
REPLY R'here will not be a cc�pactor for Phase I {please see $oli:d
Waste respor}se belo�v) ; the Fire Pump room �ci.11 be on the
Second Floor of the Commnon Suilding for Phase I (see sheet A-
5) . Fire Pum� Roam �vould mave to the outbuil.ding (2nd floor)
on the �vsst side af the property for Phases II-IV.
8. Provide 2n�1, 3rd and p�ntY�ouse floor plans for each of the four
phases.
RLPI.'Y Camplete 3rd, 4th, and Penthouse floor plaxis an the building
site have been added to the Architectural set (sheets A-2.1 -
A-2.3j . As ag=eed �o during the DRC me�ting an 10-6-11, phase
liaes shoovinq phase division have been added in lieu of
separa#:e dra�viags for each phase
9. Indicate on all site pl.ans one-way traffic. It appears in Phase 1 that
three of the four ingress/egress areas are such.
REPLY One-�va� traffic i,s indieated b� asrows on architeatural
sheets, voith a note on 3heet A-1 referencing Civil dra�vings
foz oae-ovay traffia siyuage.
1.0. The eight lock-out units will be call.ed oUernight accommodations as
they are not a dwelling unit. Pursuant to CDC 8-102. a Resort Attached
Dwelling is a ciwelling unit located in the Tourist T zoning district that
shares one or more common walls with at le�ast one ather dwellinq unit and
the accupancy of which may occur or which may k�e offered or advertised as
being available for any term. Currently the application proposes 62
Resort Attached Dwellings. The new proposal should include 54 Resort
Attached nwellings and 8 overnight ac�ammodation units. 1Vote that up to
Response fio DRC Comm�nts Oct 14,2011 4
13 overnight accommodations could be proposed far this site. This is due
to the density for overnight accommodations being SO rooms per acre vs.
3fl dwelling units per acre.
REPLY The projea� mill have 12 overnight aCCOTtI�OC�,t7.d� uz�.i.ts.
li. Also note tha.t the parking requirements for Resort Attached Dwelling
and Overnight Accommodations differ. Correct site data table.
RSP�,Y The sita data table is corrected.
12. How wiil. the overnight accommodations be managed? Resort Attached
Dwellinqs?
REPI.Y The overnight accommadatinn units and the Rssort Attached
Dovellings �vill be managed by a pra�essianal managemsnt
companlr. The first phase, consisting af 12 units, ma�r be
managed by ttie d�ve3:oper.
13. This a Comprehens�ve Infill Redevelopment Project -rear setback of
zero feet. Pl,ease s�bmit responses to the Criteria.
REPLY Responses are subanitted orithin F.�iIBIT `D' .
14. Exhibi.t B - There is none. The�e xs an Exhibit A, C and D. 'Exhibit B
should be responses to the Comprehensive Infill Redeveiop Criteria
REPLY EBSIBIT `B' is enclosed. �IBIT '8� is a copy of the
marranty deed and copy of the special ooasranty deed. The
C�rehensive Irifill cra.teria i�s addr�ssed ovithia this
subani.ttal.
15. Exhibit A , Section B to the application - Remove Resort Ordinance.
They are Resort Attached Dwellings.
REP3.Y A11 references to "Resart Ordi.nance" ha�e bee� removed and/ar
�orreated.
7.6. Exhi.bit A , Section B to the application - Character District or
Overlay should be changed to Beach by Design District - Small Motel.
RBPLY LBHIBIT `A' i.s attached and is revised to address the
Com¢�!rehexisive Infi13 Redevelop�nent r�quirements.
17. Exhibit A , Section B to the application - Change - Lockout units are
overnight accommodations.
REPLY A11 references to "lockout units" are updated to read
•,overni:qht aecomuicdatian:s."
18. Pursuant to Beach by Design VII.C.2 no buil,ding may continue
uninterrupted for greater than one hundred linear feet. Interrupted means
an offset o� greater than five feet. Acknowiedge.
Response to DRC Cosnments Oct 14,2011 S
J
�28kI.Y Not�d on Sheets A-1, A-2, A-iti and A-12
19. Pursuant to Beach by Design VII.C.3 at least 60$ of any elevation
will be covered with windaws' or architectural decoration. An elevation is
that portion of a building that is visibie from a particular point
outside the parcel praposed for development. Acknowledge.
REF2,3C 3doted on Shee�s A-3.a and A-12
20. Puxsuant to BeacY� by Design VII.D.1. the area between the building
and the edge of the pavement as exa.sting and pZanned should be
sufficiently wide to create a pedestrian friendly environment. The
clistances from structures to the edge of the right-o�-way shall be 12
. feet_ Acknowledge..
REPLY Nated an Sheets A-10 aad A-12
21. Pursuant ta Beach by Design VII.L2. all sidewalks shall be
constructed af pavers; patterned, distressed or special aggregate
concrete; or ather finished treatment that distinguishes the sidewalk
fram typical suburban concrete.
REPLY 14ckna�vledged, campliance to this conditian is inclicated on
the architeotural and ca.vil plana.
22. Conditian of approval: That, prior to issuance of any permits a
Declaration ot Unity of Ti�le be recorded in the public records and a
copy pravided to the City.
R'�PI.Y Pri.or to the issuance o£ aay permits, a Declaration af IInity
of Title will be required fer the property contai.ning the
first pbase. As each phase of the project is addad, that
additio�al property �vill be s�aade a.aclusa.ve ix�to tlse IIn�.ty of
Title_
23. Condition of approval: That phasing be completed by xx.
REPT�Y The first phase of the project's building permits �ill be
required ta be ccmpleted and approved Kithi.n the first year
after Comp. Infill approva3 by the City. �'he final phases of
the project must be completed o�ithin 5 years after the date
of the praject's appr.sval by the .City..
24. Conditi�n of appraval: That any signage be approved through a
Comprehensive Sign Program
REPLY It has been aqreed that there rvili be no c�prehensive
si:qnage program application at t�is time.
Response ta DRC Comments Oct 14,2011 6
J
Soli.d �+Taste Revie�v
Need to spell out the intended solid waste services. I see compac�or
enclosure. Are the chute rooms using carts in which resort personnel will
be bringinq trash to compactor and if so enclasure will need to be
designed ta a11ow for a cart tipper. Please disclose garbage service
plan.
REPLY See Civil dxami.ngs for sheets showing the Garbaqe Service
Paths for each phase. Trash chntes in each buildinq are
accessed at each floor, and trash is callected at' the parkinq
level a.n a separate trash room. Far Phase I, dumpsters in the
trash roaa�ts on the ground floor �vill be brought through the
parking garage aut to a staqing area near the strest east of
the buildinq. The same is tru� �or Phase II, except that a
second staqinq are� west of the buildimq has been added to
accommodate garbage for t�vo ne�v buildings. The Compactor
Building at the east end of the pzaperty s�ill be aonstructed
for 8hase IZI, and for Phases III and IV carts �ill replace
dump�ters in t3ze trash roams. The carts aill he taken through
the parkinq garage to the campactor, ausd the Compactor
Building has ba� Snla�t� to a.c�ammmodate a cart tipper as
requested,
Starm o�ater Reviem
DRC review is a prerequisite for Building Permit Review; additional '
comments may be forthcoming upon submittal of a Building Permit '
Application. ,
REPI�Y Acknoaledqed
Traffia Enqinee=ing Revi.e�v
Prior to GDB hearing:
1. Provide a note on both the civil and architectural site plans that ',
read: The minimum vertical height clearance for covered �arking shall be
a minimum of 8' 2" from the ground to the lowest over hanging structure
i.e, conduits, beams, light fixtures, pipes and any other structures for '
ADA parking compliance.
RSPLY �cknov�ledged.Requested note has been added to Sheets A-1, A-2
and A-14
2 . The clear height of floor level in vehic3.e and pedestrian traffic
areas shall not be less than 7 feet (2134 mm) . Vehicle and pedestrian
areas '
accommodating van-accessible parking sh�ll be in accordance with Chapter
11 {�ee condition l) . '
REP�,Y Ar.knaovledqed.Requested note has been added to Sheets A-1, A-2 '
and A-14 '
Respo�se to DRC Comments Oct 14,2011 7 '
1
3. Provide access aisle (5' wide x 20' long) and curb ramp to zneet ADA
requirements at the loading zone area per Florida Building Cade Chapter
11,Sec�ion 11-4. 6.6. & Section 11-4.7,3.
REPLY Reqnested aecess aisle -and curb ramp has been added at Comman
Bu9.ldinq entry drive �see Sheets A-1 arid A-8j and �ill
conform to FBC 11-4.6.6 and 11-4.7.3.
Prior to a 8uildinq germit;
l. Applicant shall provide written justification for more than one
driveway �o meet section 3-1402.B of the CDC.
REPLY Ackno�vledged
Ganera2 Note(s) :
1) Applicant sha11 comply with the current Transportation Tmpact Fee
Ordinance and fee schedule and paid prior to a Certiticate of Occupancy
(C.O. ) .
REPLY Acknomledged
2) DRC review is a prerequisite for Building Permit Review; additional
comments may be forthcoming upon submittal of a Bnilding Permit
Application.
�PLY Acknoxledged
Response to QRC Comments Oct 14,2011 8
E�IBIT 'A'
(DESCRI�TIQN QF REQUEST for page 1 of $ ; far :
Cf31KPREHEI+TSIVE INEILL REDEVEI.OPMENT AFPLICATION... '
Part B.PROPOSED DEVELOPMENT INF`4RMATION)
DRC Submittal Deadliae Date: 4atober 14, 2011
This is a Flexible Development application to permit:
[1] a Resort Attached Dwelling use of 54 units and twelve (32)
overnight accommodation units in the Tourist (T) District with a
lot area of 2 . 07 acres; a 1ot width of 73� feet; a front {south) '
setback of 12 feet (to lauilding) and five feet (to pavement) , a '
side (east) setback of 10 fieet (`to building) and 10 feet (to '
pavement) , a side �west) setback of 10 feet (to building} and 10 '
feet to pavement) , a rear (north) setback of nine feet (to '
building) and zero feet (to sidewalk) , a building height of 48 .2
feet {to top of flat root} with an additional 15. 6 feet for
architectural parapets (ta top of parapet) and 113 parking '
spaces, as a Comprehensive Infili Redeveiopment Project, under
the provisions of CDC Section 2-8Q3.C;
[2) to permit a 57-slip, 6, 773 square-foo� Commercial Dock with
an increase to the permitted width of docks from 75 percent of
the waterfront lot width to 86 percent under the provisions of
Sectifln 3-601.
THE PROJECT WILL BE CONSTRUCTED IN F�UR (4) PHASES.
,`
_ _ t
. �
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$18.�0 D DOC $TAMP C{)LLECTION ��55�.00 REN BURI{E, CLERK OF COURT PINELLAS
COUNTY, FL 8Y DEPIM'Y GLERK: CLKDMi�3
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FP;AZER,HCJBBARD,BRA.NUT,TItA3K&YACAVCINE LLI�
593 MATN S'�R�ET
Dpeedtn,FL 3d698
727-733-049d
Fite Number: I}ELFtNQ-MAZAS
� Parcei Idertti�ication Na.Q8129i15/04932l400/fl340
(Space Abnvc This Line For Recotding Aata1 ,
�VVarrauty D�ed
(STATU'COltY FURM-SECi'IbN b89 02,F.3.)
� Tilis Indenture made Uus 25th day of Februa�y, 2010 hetween DII.FIN4 �AY PROPEB'TIES, LLC, � FlorYda
, Itmited tiab�ltfy e:orpor�Uon whoso past office address is 61Q E.HJNTZ ROAD,Ariington Helg4ts, IL tD�IW-2t,�1 of
the County of Cook, Srate of Illiauis, grantoi^►, and BRIGSTWATER �LUE RESORT, I.LC, , a Flortda limifed
i liabYti€y corpora#Ian whose post of6ce adcirass is 2552 DREW STI2EET, SIII1'�E 341, Ctesrwater, FL 33765 of the
' Couuty of PiaeUaa,State of Florida,grarttee*, -
Wiht833�th that said grantor,for and in consideration of tl�sum of TEN ANT}NO/tOQ DOLLARS($10.00)and other
�ood and valuable consideradans to said grantor ia hand paid by said grantec,the receipi whereof is hereby acknowiedged,
; Mas granted,bac�ained, and sold to the said�rar►tce,and�rantee's heirs and assigtts forever, the foilawing deseribed land,
� situaGe,lying and being in Ptneilss Conuty,Floricia,to-wi#:
� I,UTS 34 AND 35,Baysida Sabdivirion Na 2,accordGng toihe plat t�eraef,�s recorded in Plat Bnok
27,Pages 3�-33,of the Pablic Aecards of Pinellaa Couat}+,Florida
Subjeet to taxes far 2010 aad snbaequent years; cavenants, coaditEnas, res#rkttons, easements, !
reservatEons aad timitatfons of record,if any.
and said grantur does hereby fuliy wartant the titie tn said Isnd,and w71 defend the same against lavvfu2 clsiins of ail persans
whomsoever.
*"Grentor"and"Grantsc"aK�sed ior singtsiar or plural,as conte�ct requires.
I1�WittuPSS Wherea�,g�snror has fiereurito set grantor's hand and seal the day and year fust abnve written.
OoubleTirrsee
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` PZI�LLAS COUNTY FI, QFF. REC. BK 16848 1� 1809
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Wimess Name: C G S.A ERSQN
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State of Florida
County nf Pinellas
The foregoing instru�nt aclmowtcrlged before mo ihi�dey of February, 2fl 10 by CRAIG S. ANDERSON,
Managing Member,who is persanstty known or[�h�produced a drive G as i ntification.
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WiTNESSt?"T'ti:
!�irst party.for nnd sn cansiderntion af the sut►a ot7`EN ANU NO'i Ot�LN]i.l,A tt5�a I ti.�fl�and od�er�aluable consideraiia��s,
receipt 4vhereof#s hereby ael;nnwieilt�ed,does hereby grant,b�rrgain,s+:ll,al iens,remises,ce{easet,eonveys and co4itirms untp second
part}Ipsrties,hisrher'their heirs end assiQns.thefollo�vine described propert}=,iowit:
iFiamin�+�liay) '
�.t+ts s'fi.37.38�3U.nnd�lt3 I3AY51[)E SG�f3[�IVtSlC?N I�I(J.2.acrnrdinfi it�t!m�Slai thc�rcr>fas r�k�crs3ed in
i�lai f3ook 27,1't��,rs 32.io�!a:+.oftlac i'ublic Rectrrsii at'1'incll:ts[;mmtp,!�'i«ridcs. '
.uui '
- (�innamn�i Bay) '
Lots�t,�2.�3,�a,�IS;and�4613AYS)Df SUBDiV I:ilON iVK).2,t�cea�ding t�llae piat therec3f�s reac7�dcct ,
in PlarBno�27,Pages 32 and 33.nf the}�uljlic Recorsd of Pinet)us C�xmt;°,Fl�tida.
T'HE ABC7VG REFFRENCE?U PRC1hF.RT[G5 AItE Nd'1'TIlE HO�LSTFAD QF'I�HG CR.r1NTORS. '
Subj�e�<hQ�?•evcr,to ali cctvenants:londitini�.rest�irtians.rzscnatioc�s,lin�itatinns,rasemenrs and io a11 stpplir�ble zo�iin� '
or<linanccs oncllanci restrictions t�n�l prohitiitions im�cased by govcrnincm:ai nutiwritics;i('<ui��. '
1'(�G4i'!'HC%R witle:tll ihe tenements,licrcdiinm��sits ai�d appurtenzsnrrs itieret<f I�c1a�t�iti�i�r in uni����ise ap�iertai�iint;.
fi�7 flrlVi�A�fl"t'Q Fit?Lt)�tae sna�e in 1cc�impte i'orever;
AND th�pany��f itw first p�rt hen�t�y covrnants ivith said n.�rt}�t7f tlte seiorx!pnrt,th.�t it is la�vfi�lt}'sci;r,�d caf said lattd irt iec
simpls:tl�t it has g�od righl and 1�ivI�UI if4illlQljl}tl3 SCII i]lISS COIIVC)s:iid 1�jiid;Iixai ii la�r�b��rull;�°�tair:f�its lhe title tt7 saiil lancl:s�id
4��ilt d�f�ird the same n�;ainst!!�e I�«�£ui claii�ts ot'ail�aons cl:umi�jg bt�,di�ou�,h i�r undcr the�m of�ht lirst pcirt.
IN 1L'ITNGSS WHG[tE01T,first pn�tp has si�nul an�f seuled these pr�sent dae�I�te set t'nrtN oi�A�nrcH j�._,0t0.
Si�ned,scaled and delivereJ
in Ihe prc�r:nce of.
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Ma�s �vi�o is tsona3l�Rna��;n,�;�ine or who has praduced R PIi4T()iI7 as islenEificatinii.
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ExH�s�T .�.
Comprehensive Infill Application. Section D.
Written 5ubmittal Requiremerits
1. Tfie proposed development af the land �vill be in harmony with the scale, bulk, eoverage, density and
character of adjacent properties in which it is located.
The use, #he sca/e�, bulk, coverage, density trnd charocter of the praposed use is homagenous fo the
surrounding and abcrtting uses. The site will be a building o,f comparabJe height and sccrle that rs designed
to match the surrourniing developments. ►n this case, the site wi!/be beuutifut/y architetturally designed to
a maxlmam of oesthetiu and is expected and planned to be tire stand out devetopment rorr the street.
Further,otl of t�he characteristics cited by the criterion above for this project are in k�eping with the Design
Guidelines for the "Beach by Design�City docume»t far the Sma!!Motel District for this pro%ect. The height
propased far the struc#ure is below the maximum as directed for this district and the 15R also fatls below
the maximum leve!called for.
8each by Design cites several directives;
A} "8rightwater Finger Development"
"Strategies for Revitalization cails for the conversion of this area to three and four levei townhames and time
shares"
�iespor�se: This is exactly the type of prejett proposed.
B) „F.Small Motei District,•
"Mid-rise townhomes and timeshares between 2-4 stories above parking are cantemplated"
Response:This is exactty the type of project proposed.
The proposed projeci wil/enhance this area of the beach in a number of wrays, Including construction af a
new project which !s consistent with the Resort Ordinance ar►d Bevch by Design criterla a»d upgrade in
londscoping fram rron•vegerated vacant land and setting an,example in a 8each by Design district that has
nat had much redeve%pment rece»tly.
Fina/ly, xhere is existing a partially built ond/eft for�rbarrdoned construction site lacated abutting to the
Eosi of this project site,of whlch is now under cantrol of this project's owner. This dilapidated stracture�+�ril1
be assimilated into this project,thereby eliminat�ed an eyesore in the immediate community and furfhering
the gaals of this criterion and the other applicabte codes af the City.
Y
I
2. �he praposed dev�lapment wil! not hinde� or �IiseouragE the apprapriate develapment and use of �I
adjacet�t land and buildings or significantly impair the value thereof. I
i
Tfte proposed deve%pment maintains an existing qpproprivte land use according to Beach by Design with '
a mid-rise time share/reso�rt att�oched dwelling projeGt and wiI!resemble in sty/e, archiiecture ond desiqn a
resider�tia/ appearance, The project inctudes adequate aff-street parking nnd signi�cantly expands #i�e
green area within the parcels. The new project w�N provide�a pasltive example along Brightwater Arive to
serve as fl t�taJyst for redevetopment of mid-rise !i»rited service resorts witfi off:street parkr'ng. 3'fiis wi11
have a pvsitive impact on the value of the adjace»t land and a/sa p�ovide clien�ele for the surrounding
restourants and retait shops. So, �he project wilf be meeting t�he curren�upgrading aRd new s�ructures in
the vicinity - and is p/anned to be a» oatstandingly desfgned structure, thereby adding to the impressive
nature of the street Additionv/ly, the h�alf built, left in tatters deve%prnent project that is existing wil/be
torn down ar�d removed. Jn summory, #he project will 6e an asset to the virinity, wiN match the newer
structures in style ctnd substance and will add to the stree#'s appearance and d�sign overatl.
3. The praposed development will not adversely affect the health or safety of persons residing or working in
the neighborhood of the proposed us�.
The project will provide cohesion and compatibiJity to��e existing uses surrau�ding and will not introduce
any new businesses or ac#iviiy that may adversely a,ffect the health of persons residing or working in the
areo. The safety of the neigfiborh+a�d is enfianred by t�he constructian of approxi�ately eight harrdred
iinear,fi�et of addii�lona/sidewalks wii�htn the riglrts of way, thus, completing the existing connection along
Bcightwater�►riue� The safety cr�persons is a/so enhanced by the tvkin�g over and eli�nination of the hcxtf
built housing structure left standing by o prior developer. The propased structure wi/1 comply as required '
with applicable codes including the Florida Building Code, the Life Scfety Cade and ifie F/orida Fire '
Prevention Code.
4. Tfte proposed de�etopment is designed to minimize traf�c cangestiIIn. '
The projert inclvdes 54 resort ottached dweltitrgs and 12 avernight acc�vmm�dations that require by City
code a tota!vf 96 parking spaces. The project provides 123 parkiRg spaces which a!low for an excess of 1Z
pa►rking sralls.
There wil!be an on-site car stoging ond drop-off area.,3dditionally the pro%ect also allows�ar a 40-foot car
stacking area for vehicles a�cessing the parking garage. The presence of the dvcks and onsite ameniries
provide uisitors with convenient and local octivities, thus, eliminating some offsite trips. Analysis vf the
project has determined thoi the Brightwater is copa6le of carrying the tro,fj�c generoted by the use.
5. The proposed development is consistent with the community chara�ter o€ the immediate vicinity ;
praposed for development. '
As previously presen�ed, the development meets �he exact inten� of Beach by Design in regard ta its use '
nnd sca/e. The property meets the Future tand Use categvey parameters. The height and scate of the '
pr+�poser!baildin�s is �ansisterrt with the�existing buildi�gs ta the south, wes#and�asi: Additionatty, fihe '
developme�t is divided into eight{8J separate buildings ins[ead of presenting one mono/ithir fir�ade. The '
separate buildings compferrrent the existin� building canfiguration of the surrounding devefopments. The
i
use crnd design vf the 6ui7tding is o res�ft vf the arcfiitect's direction ta assimifate intv the surrounding
vicinity's design ond structures. The site w�tt provide many architecturat fecrtures which wi11 ptace the
deveivpment as a great odditian ta the immediate area. �
5. The design of the proposed develapment minimizes adverse effects, including visual, acoustie and
olfactory and hours af operation impacts on adjacent properties.
The building.intludes enhanced design eleme�ts on the far�ade as r�quired ,by Beach by Design including
adequate windows, vertica/ and horizontat plane chonges and recommended color patette. The site is
6eir�g designed by an architecturol team to improve tfre fook and desigrr of the site to not anty eliminate
crny visua/ adyerse effects, but to be sure thqt the projett is a great bonst the immediate neighborhood.
The ocoustir impac�s are minimized by providing the majority of the parking within an enclosed parking
gQrage and attivities of the facility are directed toward the water side. There ore na olfactory impocts.
Hours vf operotion will are consistent with surrounding properties catering to the tourist industry� As
discussed in item 5 above, the project is designed as eight (8j separate buildings. The aforementioned
deslgn blends in with the surrour�d building layouts. '
Commercial Dock '
Written 5ubmitto/Reouirements
Flexfble Deve/ovment Camarehensive infill AQptication,Sectfon� '
1. The proposed development af the land will be in harmony with the sca�e,taulk, cQVerage,densit�and '
character af adjacent prop�rties in which i#is locatec�.
The devel+nped properties along Brightwater Drive are �r►astiy comprised of multi-;�amily residential
propertles with a few sma!!-scale hatels. Several larqer hate/s were approved by the City of Clea►�water on
Hamden waterfrnnt a/though they have not begun construction yet. Al1 of the properties along
Brightwat�er Drive currently have docks and many were buil# within the lost fve to seven years for the
newer upland development� As dack use is #ied to a respective upland use, matet docks are used
exc/usively 6y r»otel guests and multi family or private residentia/docks are e►sed by resident owners. For '
the 8rigfitwater Blue Resort prajed, the development is comprised t�f resort attoched dwefling units ond '
overnight accommodation unrts that may individually vwn,er�andjar rented ta the pubtic. As#he docks are '
proposed for use only by the unit owners or the resort guests, the docks will be in harmony with the
character o�the adjarsnt properties and in character with the use of the docks at adjacent pro�erties. '
In order to demonstrate that#he proposed docks are in harmony with the scale, butk, cvverage and density '
af i�he adjac�nt properties, it is important to note that there are no other projects olong Brightwater Drive '
that are simitar in scole to tfiis development. This project has come to fruition #hrowgh#he assemblage of
eight individua/parcels that have a comtrined waterfront length of 78t?linear feet. When considering the '
dimensianal standarc�'s for docks, the length, width and side setbacks ore based on the overatl tength of
waterfront owned which would in foct allow docks that are 585 ft in Iength, 585 ft in width with 78 ft side
set6acks as measured from shared property �nes. A single dock with these dimer�sions wou�d appecrr
enormous at this Jatation. Hvwever, the goal of the dock design e,ffort was to comp/iment, to the extent
possible, the scale of the existing ad%acent properties by having individual docks located a/ong the seawa/t
to accommodarte the separate upland buildings as canstructed in faur phases. For this reason, the project
is better vieweci as 5 smaller docks.
L
To demonstrote the cor»pa#ibility of the 5 proposed docks to thP docks a/ong Brightrva#er,ptease note the '
following: '
The property immedio#ely to the eas#is Brightwater Townhomes and is a 10 unit tow»hame development '
with a single multi fcrmity dock providing 8 wet �tips. The existing docks extend in#v the water ''
approxima#e/y ISU ft which woutd be trtlowed for a parcel inrith slightly more #han 20U finear f# of
shoreline. The majarity of the dock walkout orea extends over sea grcrss beds and is rviled ro avoid '
MODTfl1+,g ili tHE'SE'd!'E'AS. Tfiis dock is very similar to tJ�e individuvl dacks prr�posed as pant of Brightwater
8lue deve%prnent. '
The property immediately �to i�he west is the Harborside Townhames wfiich is a 6-unit tawnfiome '
�tevelopment with 3 shared do�ks for a tota/of 6 slips. The docks are pos�#►oned an shared Jot!i»es and are '
shared by the resident owners of each respective side of the dock. As tfie unit owners of 8rightwater Blue
Resort wfU no!have fee simple ownership to the waier,shared docks are not possible. '
The property at the east end of Brightwater Drive is Brightwater Point ond is a 20 unit condominium '
devetopment wirh two multi family docks providing I4 slips.
The property dt the west end of Briqhtwater and Hamden Drives is the Tropicana Resort which recentiy
received City approva/fvr a new 18-slip commerciat dock for a new hote!develvpment. '
Many of the remaining properties lacated to the west of�he swbject property and across the street afe atso '
mulri family developments with docks. Many of the properties are ptatted wirb fee simpte ownership to '
the wvter and strared docks are used by the resident owners�similar to Harborside Townhomes. '
The remoiniag srr�a!! motels Iocated along Brightwater Drive have older docks that ha�e essen#ial/y
remained unchanged since their constructio�in the earty 29TOs. ''
2. The proposed development wiil not hinder or discourage the appropriate development and use of '
adjacent lanct and building or significantty impair the waiue thereaf.
The �rvposed docks with 57 wet slips w�li ac#ually sign�frcantly improvE the va/ue of the surrr�unding '
prvperties. The sub%ect properties have been vacant far several years sa this development wi11 improve the '
bliyht�d conditio»of these properties, wiJ!rejurrenate sales on Brightwater Drive and bring tvu�ists to the
immediate and surrounding areas. The original 12 docks an these parcels have been demolished and '
ret�►�oved and the proposed docks wiit be constructed in phases to coincide with the uplarnd developm�nt. '
The proposed docks will not hinder or discourage deveJopment at adjacent properties as both adlacent '
properties are fu!!y deveJoped. Regardless, as noted above, the property to the earst rs the Brightwater '
Townhomes. The proposed dacks meet the required 78 ft side setback on this side to accommodate use�f
the existing boat slips. The praperty to the west is the Harborslde Townhomes and the propvsed docks are '
setback 83 ft to accvmmadate the use vf the existi»g tavat slips. Additionally, the proposed docks do nat
extend i�to the wa#erway more than 25%the width of the waterwoy to»o#hinder use of tfie�raterway or
deve%pments across the waterway on Devan.
�
3. The proposed development wiil not adversely affect the health or safety of persor�s residing or
working in the neighborhood of the proposed use.
The proposed docks witl be professionally operated and o dock assistant wili 6e avaitable during normal
wQrk haurs to assrst with use of the slips. All'slip otcuponts wiil 6e required to abide by the Ru/es and
Regulotions. Such reguJations often address appropriate behavior, enforcing proper use af boa#ing
equipment, enforcing proper use baating and navigatian waterwoys,boater education, and environm�nxal
educotion.
4. The proposed development is designed to avoid traffic congestion.
The stips wi!!be for use by the resort attached dwelting unit owners ond:resort guests only. Therefore,#Me
proposed docks do not create addltiona/ troffic on Cleanwater Bearh. tt is anticipated that resort owners
or resort guests may arrive ta rhis vacotion destinativn by boat which wilt in fact decrease tra�c
congestivn on Ctean+vater 8each.
5. The proposed development is consistent wa�t� the community characte� of the imrx►ediate vicinit� of
the parcel proposed for development.
The proposed dozks are co»sistent with the ,zon�ng ond land vse for #his p��ect The Ctearwater�each
area is dependent an waterfront developments to attract tourists and residents to the area. By having wet
slips availabie to resort unit� owners and resort guests, the praposed dock wifl improve the cammunity
character of the arear in allawing guests to arrive at their accommodat�ons by boat.
6. The design of the proposed development minimizes adverse effects, inciuding visual, acaustic and
olfactory and hours of operation impacts on the adjacent properties.
There wi11 be no negotive adverse effects visualJy as the docks wiN be�xed docks and constructed of r�vood
or co►nposite decking supparted by tfmber pllings. The constn�ction materials and installation
requiremen�s wiU adhere to the Pinellas County dock constructian code. There will be no negative adverse
effects acvusticalfy as the docks wi/l be for use bp recreationa! vessels owned 6y unit vwners or resart
guests. There witi be no highjdry�lips, no load out, no wash rocks, no fueling focilities, etc. There wiil be
na adverse atfactory effects as there is no frxed sewage pumpout statian or uptand hatding tanks
proposed, trash receptactes Lvill be emptied�iy ftesort employees daily to make sure#here are no garboge
odors. Additianally, t�here witt 6e no�sh cleaning stotions onsite.
L
tvmmercia/Dosk
Additional Written Submlttat Rearuirern�nts
SECT►ON 3-601C.3. laJ TNR�UGH(hl
(a) Use and Campatibility
As nated prewiousl�, the deve%ped properties aiang Srightwater ihive nre comprised of mu�ti fa�nify
residentia!properties wlth a jew small hotels. Several larqer hatels were recent'!y approved ai� Namden
Dri�re. AN of #he properties atong Bcightwoter 1�rive currer�tly have docks and dutk use rs t�ed to a
respective upta»d use. As the prapvsed docks wryt only be used by the resort attrrched dweJ►ing unit
owners and resvrt guests and will nat be aveilable to the general pubJic, the proposed dock use is
consisten#with the use of otl�e�exis#ing docks on 8rightwater Drive.
l� vrder ta demonstrate that the proposed �tocks �rilt bs compotible w�th xhe ad,�ace�t properties, it is
important to again note l�ha#there are nv other projects along erightwater�Driue that are simiJar in scdle
to this project; This Froject fias a�omitirted wcrterfrrntt�e»gth of�SO lineor feet tmd o single dotk meeting
the dimensional st�andards;�or such a large parcei wrouid appear enormous at this ldcotion. The design
goal for tl�ls projec�is ta complimeni�, to the extent possible, the scale of the existing adjacent�properties
by having individua/docks olong the seawatl to ocrommodote ihe indfvklucrt up/and buildings as #hey are
constru+cted in phases. �or this reason, the project is 6etter uiewed as 5 smuller dock p�ojec#s fur the
vverali developmen�.
(b} lmpacts an Existing Wate�Recreatian Activities
Persons using the ad%arent waterways for recreational ar commercial purposes wi1/not be impacted by the
propvsed docks. The proposed docks do not impede novigation or use of existing recreat�onai areos. The
docks do not extend more thon 25Rb the width of the waterwoy to presenre use of rhe waterway.
(c) Impacts to Navigation
As nated arbcsve, tt�e proposed docks do not impede navrgaticen as the docks do �ot exte�d more than 2�%
the w+dth of the waterway to preserve use of the waterway.
{d) Impacts on Marine Environment
The dock, as designed, wili hove no aduerse impacts to the marine enuiranmeni; Pleose�nd enclosed
Woods Cnnsuiting ptan drawing shee�s S, 7 and 8 show the lacation of rhe e�risting seo grass beds along
the shoreline.
The proposed docks wc�re designed to have na slips located over sea grass beds which render the areos
uvithin 40 ft to 6Q ft of the seawaJl as unsurtab/e for slips. The waikou#�for the docks ore /vcated wfiere
previous dacks were located to reduce impacts to setr grass and the dock walkouts are onJy 4 ft wide to
reduce impocts ta sea gross. There wiU also be severpt No NJoo�ng signs and hvndrails proposed in
locutions whe�re maoring is prohibited ta ensure boats do not moor in the areas of the sea grass 6eds.
Woads Consul#ing sheets 16 and 17 pravide the details for the resource protection signage.
1
Furtherr»ore, the existing depths ensure that 6oats mooring in the stips wi!! have o minTmum of 1 ft
ctearance between the deepest droft of a vesse!and the morine battom at mean low wa#er.
(e) impacts an 1Nater Quality
The mooring of 57 boats is not expected to adverse/y impact water quatity. The new docks will be inst�olled
using pre-treated ptlings that are vinyt-wrapped from the mud-line to 2�`t above the mean high wuter line
to prevent leaching of copper,a�nic and/or chromium fram the timber into the water.
Also, th�re rrre no fveling, marine ser�rice activities such vs huli �battom scrapin� ar battom painting, no
wash-racks, no commerciai dctivities, efc that vvould contri6ute to a water quality problem. The focility
vvilf atso provide proper trasb receptacles ta avoid overboard discharges of waste into the wtrter.
�f� Impacts on Natural Resaurces
As noted abave,the dock wil/not impott►�at�ral resources. Rlerxse see the Wvods ConauJtiag p/an druwiny
sheets 6, T and 8 �►hlch shows there ore no submerged resources in the sfip areas and the sea grass beds
thot are presen�atong the shoreline are avoided to the extent possible v�rith the current design.
�g) impacts on Wetlands Habitat/UpEands
There are no wetiands, only surface waters and submerged vegetation at the si#e. The docks are locoted
to uvaid these resources. Handroils,Nv Mooring signs and Caution Sea Grass signs will a!l serve to prevent
boats from negatively impacti»g these resources. Woads Consul�ing plan drawrng sheets 16 and 17 that
provide the detaiis for#he resource protection signag�.
{h) Dimensiona! Standards
1. Proposed Use:
The 5 docks will provide rar tvrat af 57 boat slips for use by the unit owners or resort guests.
2. Property Width:
The p�operty width measrrxed at the shvreline for#he property is 784�t ana� is used to determine the
required side setbacks, length and the wldth of the proposed docks.
3. Setbacks:
The required side setbacks arre ca�culated as 10%of the praperty vuidth-as measured-at#i�e shoreJ�ne, or Z8
ft using th�property wid#h of 780 feet. The actual setbacks are 78 ft on the west side and 83 ft on the eost
side. Sheet 5 of Woads Cansulting plarn drarwinqs for the dock setbacks.
4. Length:
The dack is allawed to eact�end?S%the width of the property, ar 585 ft wirh a property width of 780 ft. The
actuai length as proposed is appraximately Z20 ft for potks A through D and 130 j`t for Aock E. The docks
♦
are much sh�rter in length to nat impede navigation and thus do noi�extend into the waterway by more
than 25%the width of the waterway.
S. Width:
Ttre dock is ailowed o width of T596 the wrdth of the property, or 583 ft using the property wid#h of 780 ft.
The actuo/ wid#h as proposed is 674 ft, or 869b of the waterfront properiy width, measured overall �
including the docks,slips and fairways between docks.
Justafication far the irrcrea�e in the width fram the atlowed 585 ft to 674�'t is as fo!laws:a variance is being
requested because of the extensive sea grass beds locai�ed along the entire shoreline. The grass beds
e�rtend out from the seawc�ll between 40.ft ta 60 ft making these portions of the docks unusabie for boat
slips—as the grass beds are protected resaurces. If�he sea grass beds were absent, t�he project could have
been achieved with fewer docks with mvre stfps per dock to r�ot exteed tfie width allowed. The positioning
af the docks allows for a minimum of 1.5 times the siip length for the distance between the doc&and the
shared lat lines for each enr!af the prvject to avoid�aving to cross the shared/at line for ingressJegress to '
the slips. The positioning atso atlows #he docks to be positioned along the seawaH in o manner that '
facititates the phased construrt►on of the wpland development. '
6. Area: '
The total deck area for all 5 docks is 6,7�3 squarre feet
7. Width of Wateruvay:
The width of the waterway at the /ocation o,f the proposed docks as measured perpendicular to the
shoreline a� the tightesi�poi»t is opproximately 485 feet and 490 ft at the widest point. The maximum
length of the dvcks does not exceed 25%the width of the waierway.
8. Sea grasses
As noted above, there are no adverse impac#s to the r»orine environment expect�ed. The enclosed Woods
Consulting's sheets &, 7 and 8 provide tf�e locations of the submerged vegetation along the entire
shoreline.
The proposed docks and slips were designed such that there are na slips lacated vver submerged aquatic
vegetation (as no s/ips are located witfrin 4U ft to 60 f# of the existing seawalij. The dock walkouts are
located to tt�e extent possible avhexe previous docks were iocated to ensure bvats do not moor in the areas
of the seo gross beds. Nandraits and signage are proposed to prohibit mooring in oreos where there are
sea grass beds.
Furthermore, �he exisfing depths ensure that boats maoring in the slips wilt have a minimum of s ft
c%arance between the deepest draft of a vessel and the marine bottom at mean low wnter.
EXHIBIT `D'
Ct�MPREHENSIVE INF1L.�. R�DEVEL�PMENT
PR�JECT CRITERIA tPaqe 3 of 8, items 1 throuQh 6,�
8rigntwater B1ue �oct 14, Za11�
1, The devetapment or redevelapment is o#herwise impractica�without deviations from
the use andlor developmen#standards set forth in the,zonin�district.
The site as proposed meets the direction, def nition and scope of the developmen#
districts of which it is governed by, inc(uding the Beach by Design. The location and
topographic consideratians require some deviations of the spec�c codes. The si#e is
long and not very wide. In order to produce a first class, outstanding facilit�with
expected amenities afong a waten+vay, these deviations are requested. It is important to
note that just one single develapment criteria, the rear sidewalk is the onty criterion that
which nat met, of which jus#barelv#hrows this site into the Comprehensive InfiH
application. Without the deviations under consideration, the site could not be developed
as fully needed and required.
2) The devefopmen# or redevelopment will be consistent with the +�oals & poticies of#he
Comprehensive Plan, as well as with the qeneral purpose, intent and basic planning
abiectives of the code. and the intent& purpos�of the zoningdistricfi.
The development team has shown that#he proposed use and development as proposed
does meet the standards and guidefines as laid out by the governing land use
documents which con#rol this site. The site is compatible and conducive to.the
surrounding uses; the project wilf be an asset and an outstanding addition ta the vicinity;
#he projec#is betow the height allowances of the district and takes advantage of the
water front. Tl�e site will move forward to remove an early and unrelated and unsightly
abandoned development proje�t.
3�} The development or redevelopment will no# impede the norma! &orderly
deveiopment and improvement of surroundinc�propetties.
The area is built up at this point. This sitie is designed #o be a beautiful and a first class
facility#hat will be the pinnacle of the vicini#y. The site and use is compa#ible and wiN
have great cnhesion with the surrounding properties, �fhe $ite is expected ta spur other
redeveiopment of sites in the area. Rather than an impediment, the site will be a plus
and improvement to the area by providing high quality new development which is not
over buiit nor seeking to add subs#antial development rights beyand what is approptiate
for the sifie. The site meets parking and access requirements and wi11 not burden
surraunding properties in that regard.
4Z Adjoininqproperties wi11 no#suffer substantial detriment as a result af the proposed
d�velopment.
To the contrary of this criterion,the adjoining properti�s will see a great improvement
because of the development. Currently existing at the site is a defunct and abantioned
developmen# proje�t that has been half compieted. This project will no# interfere with
nor encroach on any active�ar use that is adjoining, As previously stated, this site will
become a great asset in the vicinity and wifl be great addition #o the surrounding uses.
Th�e architecturai elements proposed will be outstanding. The use, development and
activ�ty at the site will be conducive and cohesive with adjoining uses which are similar
in nature.
5) The.proQOSed use shall othervvise be,permitted by the underiyinq future land use
categorat, be compatible wifh adjacen# land uses, wifl not substantially alter the essential
use characteristics of the neiqhborhood,; and shall demonstra#e compliance wi#h one or
more of the followinc� obiectives:
a. The primary use, Resart Attached DweHings and the secandary use, ovemight
accomrnodafiion units, are both permitted untier fihe Flexible Standard
devefopment.
b. The project wiA be a major contrfbutor to the city thru the development pro�ect
and as well as #he daily activity of the site. With 6fi premium water front units
and the devetopment activity, plenty of jobs will be created -� and needed. This is
a use that will work wetl as a combination and complimentary project atong wi#h
the cammercial etements of Clearwater Beach.
c. The sife con#ributes as a redevelopment of an old former multiple resident'ral site
and this use will go far beyond the contribution that the prior use provided
economically to the City.
d. This project would no#meet this objective.
e. As demonstrated, #his use is permitted by zoning and the Land Use category and
Beach by Design and ma#ches in character the uses adjoining and in the
immediate vicinity. This project is cumpatible and cohesive with the surrounding
community.
f. if#his criterion refers to working water front as using a water#ront for the
purposes of residential boating uses, then yes, it meets this objective. !#this
objective is revering ta commercial uses - there is no commercial use proposed.
fi) Flexibi{�ty with reqard to use, lot w�d#h, recau�red setbacks, he�ght and off-s#reet
parkinq are iustified based on demonstrated compliance with af! af the foilowing desiqn
obiectives
a. There is na singie element of fihe project propased that wouid interfere with nor
impede any redevelapment or improvement or orderly development in the vicinity. As
previousiy statecl, ttais site is expected to be a spark for#hese kinds of pcojecc�tss or
impravements in the area, as a new berichmark for architec#ural and deveiopment
s#andards in the immediate area.
b. By a11 accoun#s and communications with the City and with the development team,
�he development does mee#the applicable c�uidelines of the City. Further, the architect
working with the project is providing outstanding architectural features which wi(I allow
the si#e to really stand out for th� communit�.
c. The development team has me#the surrounding scale, design ar�� intensity to match
the surrounding uses. The design of the site has taken into account aH of these f�ctors
as apparent fcom the deveiopment in the vicinity. The design of#he site is in the
di�ection of the Zoning, land Use and Beach by Design.
d. In order fio form a cohesive, visuall� in#erestinct and attractive a,p.,pearance, the
proposed deveiopment incorporates a subs#antial number of
the fallowin� desiqn elements:
X Ct�anges in horizontal building planes;
X Use o#archi#ectural detaits such as cotumns, cornices, stringcourses, pilasters,
porticos, balconies, railings, awnings, etc.;
X Variety in materials, colors and textures;
X Distinctive fenestration patterns;
X Buiiding stepbacks; and
X Distinc#+ve roo#s forms.
e. The project is designed with buffers, enhanced landscape design and with
appropriate distances beiw�en bui(dings. The site is designed as a stand out structure
and ground plan that will augment the buifding and vicinity:
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SC.22 of C23
I
,� SCALE: NTS COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
TABLE OF CONTENTS
SHEET 1 - LOCATION MAP SHEET 17 - PROPOSED SIGNAGE CONT.
SHEET 2 - EXISTING CONDITIONS WITH AERIAL SHEET 18 - FIRE AND WATER PLAN
SHEET 3 - PROJECT OVERVIEW SHEET 19 - FIRE AND WATER PLAN CONT.
SHEET 3A - PHASE 1 DOCKS SHEET 20 - FIRE AND WATER PLAN CONT.
SHEET 3B - PHASE 2 DOCKS SHEET 21 - FIRE AND WATER PLAN CONT.
SHEET 3C - PHASE 3 DOCKS SHEET 22 - FIRE AND WATER PLAN CONT.
SHEET 3D - PHASE 4 DOCKS SHEET 23 - ELECTRICAL
SHEET 4A - PROPOSED DOCKS SHEET 24 - ELECTRICAL
SHEET 4B - PROPOSED DOCKS SHEET 25 - ELECTRICAL
SHEET 4C - PROPOSED DOCKS
SHEET 5 - DIMENSIONAL STANDARDS
SHEET 6 - BENTHIC CONDITIONS WITH DEPTHS
SHEET 7 - BENTHIC CONDITIONS WITH DEPTHS CONT.
SHEET 8 - BENTHIC CONDITIONS WITH DEPTHS TO CHANNEL
SHEET 9 - CROSS SECTION (A -A')
SHEET 10 - CROSS SECTION (B - B')
SHEET 11 - PROPOSED DOCK DETAILS
SHEET 12 - PROPOSED DOCK DETAILS
SHEET 13 - PROPOSED DOCK DETAILS
SHEET 14 - PILING WRAP DETAILS
SHEET 15 - TURBIDITIY DETAILS
SHEET 16 - PROPOSED RESOURCE PROTECTION SIGNAGE
Thu,25 Aug 2011-3:42pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)1CAD\CURRENTBRIGHTWATER RESORT DOCK CITY 08-25-11.dwg ���11111N�� SHEET �
WOODS CONSULTING ��� TIFICATE OF
1714 COUNTY ROAD 1, SUITE 22
BRIGHTWATER BLUE RESORT DOCKS ., �•••''""' � N#27664
DUNEDIN FL 34698 �� :� � ♦
PH. (727� 786-5747 � i V 50� i* i
FAX ('Z' '88-'4'9 TAB LE O F CO NTE NTS :�� N� : : w�
MUNICIPALITY APPROVAL ¢ �� ��
� :W� am-o
� # • O� ,w., Qavm
i � :•�►r": O�od
� . �.�`� 3���
TOTAL SQUARE FEET 6,773 ��� •� .� P '�'����� � i:n
WATERBODY WIDTH t485' �j S "'�• �����, =ay�
WATERFRONT WIDTH t780� ��,, ��` N���
MHW +o.ss' MLW -�.2a' � ,n
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
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Thu,25 Aug 2011-3:43pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)1CAD\CURRENIIBRIGHTWATER RESORT DOCK CITY 08-25-11.dwg SHEET �
WOODSMCONSU�TZNG �� . � ��'C 276 4F
DUNEDIN FL 34898 BRIGHTWATER BLUE RESORT DOCKS , , , -AM,
PH. 727 786-5747 ,� �► • \G �` •��/' I�
F,� �'Z'� 'eg_'4'9 L O CAT I O N M A P � � ,s5� �'�• W�-
MUNICIPALITY APPROVAL � *� � �om��
�: • * •a�.oamm
+� . •�.�OO`�
� '• TA 4f :�yS 3p�m
� • • � �J Ifl lf�
TOTAL SQUARE FEET 6,773 � � � !.��2�� �"��
WATERBODYWIDTH t485' ������'`�d���� =W�C
MHW Ro.s ONT WID MLW t780; ��I��IINAi���,, N���
ELEVATIONS REFERENCE NAVD-1988 �
. SCALE: 1"=120' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
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Thu,25 Aug 2011 -4:34pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CADICURRENT�08-25-11\BRIGHTWATER RESORT DOCK CITY 08-25-11.dwg SHEET 2
WOODS CONSULTING gRIGHTWATER BLUE RESORT DOCKS .��� jFICATE OF
1714 COUMY ROAD 1, SUfTE 22
27664
DUNEDIN FL 34698 � : �� �
PH. 727� 786-5747 �� P• �G ��� ��
F,� �727) 786-7479 EX I ST I N G CO N D I TI O N S v�'��' �55°e ':* = W�
MUNICIPALITYAPPROVAL WITH 2O09 COLOR AERIAL ��' No � ��'°m�0�'
�'i*� F �W�oo�"'
: : ,` �` 0 ��',Z` j o�°
: :
. .
R�4, � � � ��
WATERBODYWIDTH t485' � �...••'�� ��� =W�C
WATER�FRONTWIDTH t780, , , ��ONP:`�`� NQ��
MHW MLW ��
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=100' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
N
FIVE PROPOSED DOCKS �,��
(TOTALING 6,773 SQ. FT.) PROVIDING 57 WET SLIPS s•
TO BE CONSTRUCTED DURING 4 PHASES OF DEVELOPMENT
� �
PHASE 2 � PHASE 1 � PHASE 3 /
[17 UPLAND UNITS] i [14 UPLAND UNITS] i [18 UPLAND UNITS]
� � PHASE 4
� DOCK A= I DOCK B = DOCK C = I DOCK D = � I17 UPLAND UNITS]
1,147 SQ. FT. � 1,305 SQ. FT. 1,305 SQ. FT. ' 1,278 SQ. FT.
� 10 SLIPS � 12 SLIPS 12 SLIPS �
i 10 SLIPS � DOCK E_
� � � m � o � � 1,738 S Q. FT.
• m � • i . � � . . � � , ' �° � 13 SLIPS
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m � ' o � o � � • . .0 /
o m I � m � ' � o m ' I • ° r� 'm . � .
N . . . m � o m � � . . � . � . �
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Tue,11 Oct 2011 -4:22pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENT�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 3
WOODS CONSULTING ��� � IFICATE OF
1714 COUNiY ROAD 1, S��TE zz B R I G H TWAT E R B L U E R E S O RT D O C KS �` `� " #27664
DUNEDIN FL 34698 Q�•�� I�IS�,� �!/.,�
F� �'2'� '86='4'9 PROJECT OVERVIEW � •� '
� '� ' �o �� � N = ;�
— �;� `�786 � T ; �"—o
REVISED: 10-11-11 = � , � — — om�o�
, \ , _ oQ��
= O � * -_ oovm
t�� � o�oo
�' � �,�„ � j a,o�
TOTAL SQUARE FEET 6,7�3 tS�'�� RI IA �'i���\ ��i N N
WATERBODYWIDTH ±485' %j�, `�'�'�,�0�` ��� =�CC
WATERFRONT WIDTH +780� f� L' E��\\�`` o�W�
MHW +0.65� MLW -�.2a' ` ���I�� �w�-�
ELEVATIONS REFERENCE NAVD-1988 ` �
SCALE: 1"=100' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
N
���
s
I '
� PHASE 1 � /
i [14 UPLAND UNITS] '
� �
� � DOCK B = � �
� � 1�12SLPST �
�
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o � � �
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Tue, 11 Oct 2011-3:34pm F:\PROJECTS\750-180 Brightwater-Mazas(481-09)\CAD\CURRENIIBRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 3A
WOODS CONSULTING ���`� TIFICATE OF
1714 COUNTY ROAD 1, SUITE 22
BRIGHTWATER BLUE RESORT DOCKS � �' �` N #27664
DUNEDIN FL 34698 �� r� �"e /�
PH. (727� 786-5747 � ,' 'o N �
FAX (727) 786-7479 1 ; ��� +� � _ j�
REVISED: 10-11-11 DOCKS AT COMPLETION OF — —
_ � � — �
� , * ` o"'�°m
PHASE 1 = �' s � �� � ��� ' °°�o
j • �1/� 3o�m
� �J��
TOTAL SQUARE FEET 6,773 �'' ,` P-"��'C� \�� ��jNN
WATERBODY WIDTH ±485' �`/ ����1�,���� =QCC
WATERFRONT WIDTH +780� /j �+!i���\0�� o�W�
aQE--�
MHW +0.65� MLW -�.2a' �nw
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=100' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
N
ryfl�E
S
I I
PHASE 2 � PHASE 1 � /
[17 UPLAND UNITS] � [14 UPLAND UNITS] '
i '.
� DOCK A= I DOCK B = � �
1,147 SQ. FT. � 1,305 SQ. FT.
� 10 SLIPS � 12 SLIPS � �.
o � � � m � �
, m o , i o � '
a � � o � • i ;�
o � o � • /
o m I ' m � � i �
N ' " m � I
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Tue,11 Oct 2011-3:34pm F:\PROJECTS1150-180 Brightwater-Mazas(481-09)\CAD\CURREN"f�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 36
WOODS CONSULTING ��., ICATE OF
1714 COUNTY ROAD 1, SUITE 22
BRIGHTWATER BLUE RESORT DOCKS �` , 3 27664
DUNEDIN FL 34898 � ♦ �� L�"`� �j
PH. 727 786-5747 �. . � ���/
F� f'2'� 'es—'4'9 DOCKS AT COMPLETION OF �;� � �� '�,�= ;�
REVISED: 10-11-11 _ � � � � * � �am°
P HAS E 2 �� - _ �
r ���
� , ,�cr� o�oo
JI . � �o�m
TOTAL SQUARE FEET 6,773 /�/ , R1DP,-'������\ ��NN
WATERBODY WIDTH ±485' � �A����G\��� Ua��
WATERFRONTWIDTH +780� ��/�/��l�l�',�\\�� o�w�
Na��
MHW +0.65� MLW -�.2a' �,J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=100' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
N
rytl�E
S
I '
PHASE 2 � PHASE 1 � PHASE 3 /
[17 UPLAND UNITS] � [14 UPLAND UNITS] i [18 UPLAND UNITS]
�
� DOCK A= I DOCK B = � DOCK D = /
� 1�107SL PST � 1,305 SQ. FT. ' 1,278 SQ. FT.
12 SLIPS � 10 SLIPS �
o � � � m � �
e o � o � • �° �
. � � . i , � � , m �
m � m � I ° r� • �
m m I ' m � ' I ' � '� .
N m � ° � � /
� . . . . � �
0
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. . . . � � . -
. . . � , « –
• --9 – – – " - -- Q ' /
Tue, 11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENT�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg \\��a � ���,�f� SHEET 3C
IFICATE OF
WOODS�CO�NSU�T2NG gRIGHTWATER BLUE RESORT DOCKS ,�� ��P��6�a� �� �#�N #27664
DUNEDIN FL 34698 � �
PH. (7275 786-5747 � , 86 ,�•,� .�-
FAX (727) 786-7479 — * �� , —
DOCKS AT COMPLETION OF = -� : * ; * � �m_o
REVISED: 10-11-11 — S �. �Q.� omm�
P HAS E 3 "
� F, • �/ � °Q�!"c`�
� � . � � o�oo
O �, �-'�`�\�� j0�'ch
TOTAL SQUARE FEET 6,773 � , ��,1`����� FdiNN
WATERBODY WIDTH ±485' '��' \\�� aw"�
IIIt�� �a��
WATERFRONT WIDTH +780� f 4 oQF�
MHW +0.65' MLW -�.2a' �w
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=100' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
N
�U�E
S
I I
PHASE 2 � PHASE 1 � PHASE 3 /
[17 UPLAND UNITS] i [14 UPLAND UNITS] i [18 UPLAND UNITS]
� PHASE 4
� DOCK A= I DOCK B = DOCK C = I DOCK D = � [17 UPLAND UNITS]
1,147 SQ. FT. � 1,305 SQ. FT. 1,305 SQ. FT. •
� 10 SLIPS � 12 SLIPS 12 SLIPS � 1,278 SQ. FT.
10 SLIPS � DOCK E _
o � � � m � o � � 1,738 SQ. FT.
m m � o � o � • ° � 13 SLIPS
• m � • � . � � . • � � . ' • Q �l /� .
0 a � o � 0 � � � � .0 ' �
� m ( � m � � . � � � I � p � . ..0 � , �
N . . . . m � � m � � , . 0 . �
� . . . . • • . . � �,� . � ..
O
O.� Q
0 '
0 � .
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♦ ♦ ♦ � ♦ � _ `
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Tue,11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURREN'f�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg �\� !�/ SHEET 3D
WOODS CONSULTING � � ,. ` �ICATE OF
1714 COUNTY ROAD ,, 5��� zz B R I G H TWAT E R B L U E R E S O RT D O C KS ; G - � �'� �#27664
DUNEDIN FL 34698 ` � .�, i
PH. (727j 786-5747 N �� �, v �
F,� `'2', 'es_'4'9 DOCKS AT COMPLETION OF = � ' �
�
�' ; � * _ �m—o
REVISED: 10-11-11 -` , F � ��� ❑m�r�
PHASE 4 t � ��.��,�; o�oo
� F�,I�P •'1'�.��.� �o��
TOTAL SQUARE FEET 6,7�3 � �AL ���``t`�` �-�-�NN
WATERBODYWIDTH ±485' ��//��++���'����e� =QCC
WATERFRONT WIDTH +780� o�w'�
MHW +o.se' MLW -�.2a� ����
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=30' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
DOCK A (Constructed during Phase 2) : DOCK B (Constructed during Phase 1) N
A�
' � � 65.0 � � � 65.0 -�--�� � - �
� 77.0 ` — — — — , --�44.3 — — — —
Z I 25° I TH r � � ❑ ( � a �
J /uWD o r,, o 0 0 , ' rn
� OF WATERWAY co , ° ° ° o ° °
LINE �—� 30.0❑TYP.N ❑ � --I 30.0❑TYP. `V �
w
a � •
al � � ❑ -- 5A❑ � NI� � � 10 a o
Q I 3.0 F T D E P T H � � w I w � o 0 0 0 � ^'
V ��� U
� LOW WATER «� � 10 r a�a m a -- 5.0 1 N
WW . W W W V V ♦W�Y �W W W W W O O Y.00 O 1 � �
:�`d::T::�::,.:�:: _ '-'•� = •:. �— � 1� 12
..�. ��'��'� `� 3 w o a o 0
�� : . . . . . ....+.:.:•:•:-:•:-:•:•:-:•:•:•:•:• :E,,....... 4.0
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:�:::::::::::::::::�.:.-. . .-.��:•: :-: . . . . . . . . . . . . � •.-.•.-.•.-.•.•.-.
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, �f ' • 4 �.. ' • �. '4 . . . 7.. ' . 1. . . . . . . .
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' " 4 • . • 1' . • G• ' � �d�
8/2 /15/0493 / 00/0450 08/29/1 / 932/000/0430 CROSS SECTION A-A�A 08
Tue, 11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENl1BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 4A
WOODS CONSULTING Fl�� I �I ICATE OF
,,,4 �o�� Ro,� ,, 5�,� 22 B R I G H TWAT E R B L U E R E S O RT D O C KS .� 27664
DUNEDIN FL 34698 t\ � '��C IV$�, �//
PH. (727j 786-5747 � CJ ,'� ` �1 /
FAX (727) 786-7479 PROPOSED DOCKS o�- , 5 ���,�: ;�
REVISED: 10-11-11 -= � ; tt -�mv°m
� ?J,�. AT '6F ,� —oo�m
� � �` ��oo
. [U,� Q°�'�'
TOTAL SQUARE FEET 6�773 �✓ � R�pP.���'��� FdiNN
WATERBODY WIDTH ±485' ` '�----� �G'��� =QCC
WATERFRONT WIDTH +780' l�/ � ����' � �tt� o�W�
MHW +o.se� MLW -�.za' ��6J I II I 11��� �W~"
_J
ELEVATIONS REFERENCE NAVD-1988 �
I
SCALE: 1"=30' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
DOCK B (Constructed during Phase 1) DOCK C (Constructed during Phase 4) N�
24.9— _ 65.0 ---B---j - - - - �� 65.0 7u�E
101.8 —
--i: —
� 39.2 —,�
0 rn � � } 0
i -' � 0 25%WIDTH o F_ i
° � � ° � � OF WATERWAY � � CO o � o
� � 30.0 TYP. � 9 N LINE � I— 30.0�P. `� � �
o a
n F- �
� W � �
�
N•T 3� 10 � � � 10 v � .
w•w a
Q�a o o -- 5.Oa o � � � � o _-- 5.Oo o ° cWn!vWi
a�a 0 2 1 1 � �,; 0 1 1 � _�_
Ia
� 0�, 12 � 0 12
w � DEPTH o � q, � .—
:�_...... ° ° � 4.0° � AT MEAN � `t . ° �. W .s W W
�
.�C........' .`. . . . . . LOW WATE� � : .W.��W.��. � .�
EA'6FtA �
'�'.'.'.'.' � � ---- � 'i'-` Q
.p�,. �3 •� � \ J � . � 2
.•...•�`. �o�i •3EA•Ok?ASS.•.•.•� aC°i �"'`'
'I. . .
•�"♦�: �'�� . '���,. � . . . . . . ' .�FA.�.REk$ . . I.
�• '� �`� �� � • � � • OYSTER DE�BRIS�
:a: ... . ,4. . . - �10.0 . . . . .,, a. .: 10.0. . . '
' �A • ' • ' ' � • ' • •A. . . . . .
�d � w
04932/000/04 15/049 932/00 9/15/0493
_ _ _ _ 08/29/15/04 32/0
Tue,11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURREN116RIGHTWATER RESORT DOCK CITY 10-11-11.dwg \�� �/� SHEET 4B
WOODS CONSULTING BRIGHTWATER BLUE RESORT DOCKS,�� �����u�a�6R, .�FIC 276 OF
1714 COUNTY ROAD 1, SUITE 22 �
DUNEDIN Fl 34698 ` �. �° �
PH. (727� 786-5747 NQ
F� ��2�, �86-�4�9 P R O P O S E D D O C KS = * � �; * = ;�
REVISED: 10-11-11 � A �%��`� � °�m-O
o ��
ii `V 'a O o v-m
�i ��. F P�� �,�''�`` o�oo
TOTAL SQUARE FEET 6,�73 / � �����1`�`� Q�N�
WATERBODY WIDTH +485' � ���i�\�.� =QC�-
WATERFRONT WIDTH +780� o�w�
MHW +o.s5' MLW -�.2a' nW��
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=30' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
D K (�onstructed during Phase 4) N..
g � ; DOCK D (Constructed during Phase 3)
_ _ I ��g
❑ �T 2 5 65.p 6 �
0 �� 37.g �— `"' �r
' 4 25% W�DTH � _ �— y��
� � � OF WAT RWAY a a � — _ Q Q
LI I�E � � 4:a
3 ° ° 8
� 1 O ��M o 30.0 Typ c�°v 8❑ °�--_ �.5 0 /
o N�W N
o y
2 ° o a•a � � 5.0 �
� 11 a�a ° � o � � a �3
0 � ° �
� 1 2 I � �� o � v o �2
❑ � � � o O
� o N DEPTH y
o ,- , . .
. .� W .s W . W �. W:w:�.�. .. ..�. � .� .. . � t- AT MEAN
�. u. �Y 4 W � V I
' '✓. :-'•���- �' �Q -,.::.'�.'•�* .��,:�.:�*«':'..'..`�1`W W LOW WATER
- •�• � I�� •�•Y'••V♦ Jtr • '� y W W W W Y
- . • •��������� • � � �V �V V W W W V .
SEA GRASS.• ���/~� �y • •�� ��/�V� •W Y W W W W W W�Y L 4
' ..�
T•V lT �
` I ` v, v, O` . � • � �� V V W � W �
'V • � • �'� �� T� W V 4 Y W
OYSTER DEB � •. . ' f°' ' ` '/�'�'{}��' °� •°,';• W. W W W
�S��Vi"`SS `Y •W• W •�h�W �Y V W �Y ♦
.. , _ �W�•�•wt♦ y ♦W � W �Y V Y �
V� •:• ♦ � W ���W W W
• � ♦ •� - � � • • .+' ��'4�•'�' i" •�'� .+�'1 �
. . �� �:� J �:� y :
1.7 °-
15/04932/ 5.0�` . . . - - � ' .'�A la�4s�'�•
. . ` ' . . � •./. ' . . .
.�•
Tue, 11 Oct 2011 -3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURREN'T16RIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 4C
WOODS CONSULTING BRIGHTWATER BLUE RESORT DOCKS �\F��� , �j(y 27g6�
1714 COUNTY ROAD 1, SUITE 22
DUNEDIN FL 34698 �
PH. (727� 786-5747 �0\����� 4 SF,`,� '�/
Fnx (�z�) �as-�a�s r � N �
PROPOSED DOCKS _ * ;' 15 6 '.,�; ;�
REVISED: 10-11-11 .o ' � ; _om.�°
Y ' * �Oo'?m
� o0
;.. F ;�' o�
a�m
� �`` J � �� ����
TOTAL SQUARE FEET 6,773 -�' •C;(j ,IpP.-"������ F�NN
WATERBODY WIDTH t485� �,�q��EN�'a��� ua��
WATERFRONT WIDTH +780 ���JI�r I E I E���`\` �Q��
MHW +0.65� MLW -�.2a' �nw
_J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
, `� � — _ QOCK E (Constructed during Phase 4) � � N
�—�
3
30 ' , �'h2 � —' -- e 76�S 0 / �.. . E
o �° 9� /c So � e - - s, -
0 �° o ' o �a.,?S� 63 1
e /.� ,
� � o p h° o � / 3 p w�' �
�° TYP N OQ'n
10 <n�• � h� a �\ � / °��M��Q 8?6
:/,.1 . . 7� O O ��'7 � U�� /
i,�.��•:•��.'a� �'�••'•s:..a `. 0 7p (r�� o Q�� Q 0
�:-`.-:-�; • �` 0 25% WIDTH
.�:•••=, Y.'x-.,`�"' ' ' . �80 N' oO OF WATERWAY
. . . . . . . . _ . . .�c;:.:y!�;;�,•$g�4,�,�� 32 0
.;-4. I � � , Q �Q LINE
•.•.•. .•.•. . . :�. � -.'� . �... 320 �i Q 7,
:$��3•.��$$• •.•._.•;`• "W`4t7.`.`. . •0
.�`�``.:--z-. ! o , '
.A.�• ' =�.`-�.t�.. . ryI � DEPTH �
• . . . . .�. "=w;s�•::•<•.•.•. : , � , AT MEAN /
. . . . . . • . . . •:1�.0 -. � �� LOW WATER
bY3:F�}�:i}�� 1�•:� ��
. • l.. :_i+ . . . . ..Il�..'.�:
. .•
�8/29/ . .•:v�i•:•.-: • . . 8?,9
_ _ _ ..^ 4 0 �.'::'.�:'�':'C�'O`
� —�
�` _` . •`��, `�"
�� ' . . . . . ' . " :•Q
� � S 10 FOR ,'�'y��.rl.C3'.'�
� � SS SECTI •B'
� :•/
� \ `� s�
4� � ���
Tue, 11 Oct 2011 -3:49pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENTBRIGHTWATER RESORT DOCK CITY 10-11-11.dwg ��`�11���� J��' : SHEET 4D
WOODS CONSULTING � ��p, , � ��IFICATE OF
1714 COUNTY ROAD t, 5��� zz BRIGHTWATER BLUE RESORT DOCKS�� c, , �►6��i' r N#27664
DUNEDIN FL 34698 � /
PH. (727j 786-5747 � i, N� � •�r
FAX (727) 786-7479 P RO POS E D DOC KS = * � '� = W�-
— � � >�
REVISED: 10-11-11 — � ' , * � �"'-o
..: �,1 ` �mv�
,
s `` � � � ppvm
00
/'!wi .C� ���►���\ ���uml
TOTAL SQUARE FEET 6,773 1 /� '�+�� ��� w"��
WATERBODY WIDTH ±485' �� ,��\\�� �Q�"
_�,-,..
WATERFRONTWIDTH +780� � ��� oQF�
MHW +0.65' MLW -�.2a' �J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=100' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
N
9U�E
S
Z I 674.0
J
� I
ao � � o � o
� o m m � o � ° �
� � . . • . o
d ° ° ° ° � ' •
� 78.0 0 � m � o � m � ' ' 'm . �_�
w . . . , �
0 o m o � o m m � . .'m . � . �
Z o m o m � � . . /
m • m
•� o
W . . . . ' • • • �.� p . 04�
/� a�
� - - - - �. 830 O
- - - -- -- -- -- 2�`v
. . . . „ . . - , �tv
. . . �
.
9 • O ��,
_ o . . o
0
. . . w
BR16HTWATER DRIVE � `
� wn�w�a�r 0
a
O
� \
Tue, 11 Oct 2011 -3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURREN'f�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg ���� SHEET 5
WOODS CONSULTING �\�P�aRl�s► �tTIFICATE OF
1714 COUNiY ROAD 1, s��� z2 B R I G H TWAT E R B L U E R E S O RT D O C KS ,�� � �'�N#27664
DUNEDIN FL 34698 � � � �
PH. (727� 786-5747 D I M E N S I O NA L STA N DA R D S = * ,' " 5 '•,�= ;�
FAX (727) 786-7479 � �
REVISED: 10-11-11 — � � * ; 'k' _ �m��
r S A ;� ' � �n�
avm
'� o
i ` l'�((I�� 30`�umi
���
TOTAL SQUARE FEET 6�773 �s s ` �Cy�����\ F�NN
� QwI�I�
WATERBODY WIDTH ±485' � w '����\ �Q�--
WATERFRONTWIDTH +780� �(� f� ,i�\�� o�w�
MHW +0.65' MLW -�.2a� � �w��
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=50' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
SPARS�TO
MEDI M �
CUBAN S�10AL 5 � C� C
GRAS MEDIUM TO DENSE
CUBAN SHOAL GRASS OYSTER SPARSE TO
DEBRIS/CLUSTERS MEDIUM
� 0 p p (APPROXIMATELY 10% � � CUBAN SHOA
� VIABLE) GRASS
I e � � o 0 0 0 0 � � 0
a o 0 0 � o °
5 � ,0 0 ,o
0 � a 0 �� o � 11
� ' 4 � 3 �� ,2 '�► �
��: .�: ° ° ° t} �
.:�;:�:�.�:•:� .. •.�,
.... '' '; . =: ;:��:.'.'.'' 2•5 2
..,. .• . .,. � '�.:' • 'T: :��:�� �, .'1:.5.
.�: :;� . :;::.� -��' ��;;: :.: . . .... .. .1.
�+•• }i; ••� :�• '.�'= '..< =.',::�, ,<.� ' . • ' , -
. . ' .. .. ���" ...i! • •�.r.'.i�: � •4'.:�' . ••y� %{ . .
�.. ... . ,:" . .�,•
•'S�'•�:1^ •- .
Q _
Tue,11 Oct 2011 -3:35pm F:\PROJECTS1150-180 Brightwater-Mazas(481-09)\CAD\CURRENTIBRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 6
WOODS�CO N SU�T2NG K a���% ' � ��IC 27664F
DUNEDIN � 34898 BRIGHTWATER BLUE RESORT DOC S ,
PH. (727� 786-5747 � ���(' �,,'� (f1 i
F,� ��2�, �86_�4�9 B E NTH I C CO N D I TI O N S W ITH _ *;� '� _ ��,�` ;�
REVISED: 10-11-11 qPPROXIMATE DEPTHS = ° �, � * = °m"��
� � -� �a�m
CONTOURS SHOWN REFERENCE DEPTH(IN F7)AT MEAN LOW WATER '�,` ,�. �� ' �f/�� 3 p��
J � P .����C/ \ Q�..-_
TOTAL SQUARE FEET 6,�7 3 // S` . � ,����\� ���jN
WATERBODY WIDTH ±485' EN���\� �Q��
WATERFRONTWIDTH +780� � /��4��\� o�W�
MHW +0.65� MLW -�.2a' / � �J��
` U
ELEVATIONS REFERENCE NAVD-1988
SCALE: 1"=50' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
y �� � �` �
s
s
� � SPARSE TO MEDIUM
CUBAN SHOAL
EBR S/CLUSTERS 0 C�7 � � GRASS MEDIUM TO
(APPROXIMATELY C4] � ° , � � DENSE CUBAN
10%VIABLE) 0 � o SHOAL GRASS ° .
8 Q .
� 10
Qe 11 ° o [�g e0 e � ^
�� 1
� �2 1p e � 's ' � •
• • 'y. �.'i� '�.'t' �'i.E'.�.'s:•�s� �e � a � o
. Ys, '. '.'.L����.:.�.:_��. � �
2•5 2' '�''$''''}� "+ • o � ° .
.1:.5. '�'•��������'�'�' --•��' :' . .: - �' e
. .:. .1, . . ::�:............'• ;:,'•;•. ',�- Q .
;�; . _ _ . • . -• .. .. �r�: � '_�;.;• `� ° a
... .. . - . , �
_ � _ ' ...A.• �:I� ... .�::,.
T R R _ �
0° B E) � � — —
Tue, 11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENT�BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg ������ SHEET 7
WOODS CONSULTING ���� OR�,�► TIFICATE OF
,,,4 �o�� Ro,� ,, S�„E 22 BRIGHTWATER BLUE RESORT DOCKS � � -�� � f N #27664
DUNE�IN FL 34698 "�� �F,�. �/
PH. (727� 786-5747 � ` t� �
FAX (727) 786-7479 B E N T H I C C O N D I T I O N S W I T H = ;' " 8s ':�- ;�
R E V I S E D: 1 0—1 1—1 1 APPROXIMATE DEPTHS = '� r ;' * = °"��
oam�
CONTOURS SHOWN REFERENCE DEPTH(IN F�AT MEAN LOW WATER � � F •��[j�� 3 a��
6,773 �
� � � W"��
TOTAL SQUARE FEET �/ � ����a�t� �--KNN
WATERBODY WIDTH t485' �/ ` ���lJ\\\\� �Q��
WATERFRONT WIDTH +780� /r J(����`��� oo�cW'�
MHW +0.65' MLW -�.za� � u�iuQ,�-"
�
ELEVATIONS REFERENCE NAVD-1988
SCALE: 1"=150' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
MARKED NAVIGATIONAL CHANNEL
10'
910�
8•
7'
9'
6'
8'
6' 7,
8' 7�
�6'
8'
7� 6'
6' �
5'
a � 3'
4'
4'
5� g� 7��5, �''9
5' 5' 5� , � ��
�•—.� C� G C� C V � 5� 7� 8 �,�'A
� /
_ J 6'
m m m o m �u
m m m o m � m '�._✓ 2
m ' m m ' 8 m ' • m �p . / V
m m a 'p• �
o � m � m . p .
• m 0 . � ��� . 0 . /Q��
• • • .....; .
O 0 � Q
.0 m Q�
Q
_ _ =O
~ 9 ` ��
m m
Tue, 11 Oct 2011-3:35pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENl1BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg �.���,������� . SHEET 8
` IFICATE OF
woo�s�coNSU�E2►v� gRIGHTWATER BLUE RESORT DOCKS ,�� �P��►���� N#27664
DUNEDIN FL 34898 � `� %
FAX (727) 786-7479 = 7A. i:, NO � 1 >�
BENTHIC CONDITIONS WITH APPROXIMATE -�
REVISED: 10-11-11 DEPTHS OUT TO CHANNEL �a ', s Ar ;��. �Q��
CONTOURS SHOWN REFERENCE DEPTH(IN FT)AT MEAN LOW WATER �,o ,�• �y�� o�°�°
//' s. � � ��1\�� Q��n�n
TOTAL SQUY WIDTHT 64 53 �/ ���' \\��� aW��
WATERBOD t780' �����J�(1���\ ����
WATERFRONT WIDTH o�w
MHW +o.se� MLW -�.2a' �W��
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=15' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
CROSS SECTION
A - A'
(SEE SHEET 4A FOR CROSS SECTION LOCATION)
A A.
,�o�
3.0 �— 3.0 �— �--8.0—�
58.4 26.0 l8 0
40.0
0]"MFNDRAIL�
SEAWALL
•iP%.
ELEV•N.6'
.� NW E _ .e Ff
i =-+
OVSTER�EBRIS
6 CLUSTERS
APPX.BOTTOM
CONTOUR
`MINIMUM B FTJ
PENETRATION
Tue, 11 Oct 2011 -3:36pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENTIBRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET 9
WOODS CONSULTING gRIGHTWATER BLUE RESORT DOCKS ����\� RTf NC 2�6 4F
1714 COUNTY ROAD 1, SUITE 22
DUNEDIN FL 34898 �� G , � �'` "�, /�j
PH. (727j 786-5747 � � • , �• �� ` w�
F� ��2�, �es—�4�9 C RO S S S E CT I O N ; ; _ >�
�
� _ �m_o
, , * - �m�-�
REVISED: 10-11-11 A - A� —' ; ; _ oQ�m
-" �� v� J %�� O°oo
�i�, �. 1.��� �0��
TOTAL SQUARE FEET 6�773 '� � f�� 'r.���\ Iw—KNN
WATERBODY WIDTH ±485' / � "�- ��1�\\\� �Q'��
WATERFRONT WIDTH +780� ��/�I�i�'�\\�� oQ��
MHW +0.65' MLW -�.24' �J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=15' COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
CROSS SECTION
B - B'
(SEE SHEET 4D FOR CROSS SECTION LOCATION)
B B�
aa.a
50.0
14].5
�5.0
50.]
42"HANDRAIL�
APPX.
ELEV��J.B
�
W - .5Ff
t y=.
APPX.BOTTOM
CONTOUR
`MINIMUM B FT
PENETfiATION
Tue, 11 Oct 2011-3:36pm F:\PROJECTS\150-180 Brightwater-Mazas(481-09)\CAD\CURRENl1BRIGHTWATER RESORT DOCK CITY 10-11-11.dwg SHEET ��
WOODS CONSULTING ���p� �Al� TIFICATE OF
1714 COUNTY ROAD ,, S�� z2 B R I G H TWAT E R B L U E R E S O RT D O C KS �.� ��i� #27664
DUNEDIN FL 34698 \ '�' r' °a� �
PH. (727j 786-5747 ~ ` •'y �'��� �Y i�� ��
FAX (727) 786-7479 C RO S S S E CT I O N �" �� ��= W�
� :� � �,cr — >;�
REVISED: 10-11-11 B — B _ A ; _ �m
o� o
� '� ' ..- = omv-m
, �Qmr
_ O ; � o0
-c� , S �� � *= °°`�°
i �� � j���
TOTAL SQUARE FEET
6,773 �� �4�� !W—KNN
WATERBODY WIDTH ±485' �/ -R���������� �QCC
MHW Ro.e ONT WID MLW ±780; /��1 i�E����\� o�W�
r Na��
�J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
It is the intent of the following construction details to be a reference guide for quality,structural and safety
standards. All structures to meet local, and or state guidelines for aquatic and marine construction.
GENERAL DOCK NOTES:
1. ALL DECKING TO BE TRIMMED, BOTH SIDES. °� �
2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER
JETTING IS INSTALLATION METHOD.ALL PILES TO BE TRIMMED SAME ELECTRIC CONDUIT
HEIGHT. PVC WATER LINE
3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10'
NOMINAL. AND NOT TO EXCEED 12'.
4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL
SCREWS (SCREWS TO BE TYPE SPECIFIC FOR MATERIAL UTILIZED). UTILITY SECTION VIEW
5. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED
1/8"TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED 1/4".
6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 DECK SCREW PATTERN
LUMBER. DOUBLE STRINGERS STRINGERS TE
7. RASP OR FEATHER ALL SAWCUTS.
8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN � �
SECTIONS 166-(332, 333, &334) OF THE PINELLAS COUNTY WATER AND • °
NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL. • �
9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS.WOOD • °
TREATMENT AS FOLLOWS ARE ACCEPTABLE:ALKALINE COPPER • °
QUATERNARY(ACQ), IF ACQ TREATMENT IS UTILIZED,THEN THE WOOD °
NEEDS TO BE SEALED WITH AN ENGINEER-APPROVED SEALANT. oNESCREwiNroEacH
10. IF A MAIN DOCK SUPPORT PILING FALLS IN CLOSE PROXIMITY(LESS THAN 2
FEET)TO A BOLLARD PILING REQUIRED FOR A FINGER PIER,THE BOLLARD
PILING MAY BE USED FOR BOTH PURPOSES PROVIDING THE CENTER TO INTERMEDIATE STRINGER
CENTER SPANS OF THE DOCK SUPPORT PILINGS DO NOT EXCEED 12 FEET. �,qP JOINT
11. 5/8" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH COPPER ��� (NTS) ���
AZOLE TREATMENT
12. PILES TO BE WRAPPED FROM THE MUD (SILT) LINE TO 2.0'ABOVE THE MEAN DOUBLE STRINGERSMIN.
HIGH WATER LINE(MHWL). WITH PRIME HIGH DENSITY POLYETHYLENE 30 MILS a�OVERLAP
OR .030"THICK
13.ALL WOOD PLANKING WHICH IS TO BE OVER AN AREA OF SEAGRASS, M NE2'OVERLAP�INGER
IF PRESENT, SHALL BE NO MORE THAN 8"WIDE AND HAVE A MINIMUM
SPACING OF NO LESS THAN 1/2"APART AFTER SHRINKAGE. I � �z�nnax.o.c_.__ __ _�
14. PILINGS TO BE INSTALLED IN AREAS CONTAINING SEAGRASS, IF PRESENT, �o'NOMINAL SPACING O.C. I
TO BE INSTALLED BY JETTING WITH A 3" PUMP REDUCED TO A 1-4" (JET PIPE),
AUGERING AND DRIVING. SHOULD ANY ACCUMULATION OF SEDIMENT OCCUR
AT THE BASE OF THE PILING, IT IS TO BE REMOVED FROM THE GRASS AREA.
SHEET 11
WOODS CONSULTING ��\� ��� �RIDA CERTIFICATE OF
1714 COUNTY ROAD t, surrE zz t�'\ij�'� .- -_��/9�'117'HORIZATION#27664
DUNEDIN R 34698 P RO POS E D DOC.�',��;��'4 �' S ` `,'fi:
PH. (7275 786-5747 � � �
FAX (727) 786-7479 D E TA I L S `�;" � ��
REVISED: 10-11-11 — `�
i �m�{�
�"' �� * �� �¢�m
! ��� T�t�Q�� 3p�00
6,773 °.{ C� � � a���
TOTAL SQUARE FEET + �, +��;,,Y�,Q��C3�';`��`,�`�`a ��iNN
WATERBODYWIDTH 485'srj ���^-•.-� �°;*``,`\ �Q��
WATERFRONT WIDTH +780� �/,+ ��" �\ 3��
MHW +o.s5' MLW -�.z4' ��� 11 I I!1 e�\\ °W��
_J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLI�
NOTE:IF COMPOSITE DECKING IS USED.
O.C.STRINGER SPACING TO BE VIA
MANUFACTURES SPECIFICATIONS,NOT TO
EXCEED 24"O.C.
EITHER 5/4"X6"SAWN HANDRAIL(WHERE APPLICABLE)
BRAZILIAN HARDWOOD,2"X 6"PT, OR STANCHIONS PLACED 5.0'O.C.
COMPOSITE DECKING
2"X 10"INTERMEDIATE
STRINGER MAX.2.0' 2"X 6"
O.C.CCA OR ACQ.60 RET. �
2"X 4" -
CV
�
2"X 6" �
STANCHIONS
COUNTERSINKALL BOLTS RAILING TO BE FASTENED TO STRINGERS
ADJACENT TO BOAT SLIPS. a W/SHORT BOLT,AND FASTENED TO PILE
0 0
WITH LONGER BOLT WHEN AVAILABLE
ALL BOLTING TO BE 5/8"HOT o o �
DIPPED GALVANIZED MIN,5/8" o o DOUBLE STRINGER 2"X 10"
WITH OG WASHERS BACKING 22 DEG MIN #2 S4S CCA OR ACQ.60 RET.
BOLT AND NUTS OR 5/8"SS IF ACQ ° 45 DEG MAX
0
TREATED LUMBER IS USED
0 0
MINIMUM PILE BENT BRACING: ° ° 2"X 10"#2 S4S CCA
"DEPTHS 8 TO 16 FT. 2.5 RET.ONE EACH SIDE
2"X 10"#2 S4S
ALL PILE BENTS TO BE CCA 2.5 RET. ALL PILE CAPS&CROSS
CROSS BRACED WITH RACING&BLOCKING BR,4CING TO BE DOUBLE
2"X 10"#2 S4S CCA 2.5 RET. BOLTED AS SPECIFIED
ONE SIDE ONLY
NOTE:
•DEPTHS>16 FT ALL CCA TREATED PILES TO BE VINYL
CROSS BRACING IN SHORT& WRAPPED FROM MUD(SILT)LINE TO 2.0'
LONG DIRECTION REQUIRED WITH MIN 8"TIP PILING 2.5 C.C.A.RET. ABOVE THE MEAN HIGH WATER LINE(MHV1n
2"X 10"#2 S4S CCA 2.5 RET. SET BUTT DOWN,MIN 8.0'PENETRATION. WITH PRIME HIGH DENSITY POLYETHYLENE
ONE SIDE ONLY .030 THICK
NOTE:
DECK BOARDS TO BE TRIMMED BOTH SIDES.
NOTE:
TYPICAL MAIN DOCK/WALKOUT ALL INTERMEDIATE STRINGERS TO BE
LAP JOINTED AT BENTS 2.0'MIN.
, q1 , NOM.3'
I~~I
LAP JOINT PATTERN FOR DOUBLE STRINGERS . . o
.
� � e e e
SECTION A-A SECTION B-B
NAILING PATTERN NAILING PATTERN
AT LAP JOINTS FOR DOUBLE STRINGER
MIN.4'BETWEEN JOINTS
�\� ff�,� SHEET 12
`\ ��,.•Y== "� RIDA CERTIFICATE OF
WOODS CONSULTING �� �,, ����N��',,
1714 COUMY ROAD 1. S�� 22 P RO P O S E D D��C ` ORIZATION#27664
DUNEDIN FL 34698 �
PH. (727j 786-5747 � ' �C� '����� ' =
F,� c�2�, �86—�4�9 DETAI LS �: � �` W�
_. ; v� -� - ��
REVISED: 10-11-11 ���`, SYA.°(� p�' _ °m m�
� G `. ,� i O��ch
i � � R p.,, o�oo
////F`�,�.�O F 1 ��,°'„9�'`''` Q°��
TOTAL SQUARE FEET 6 773 / O(��j�� ~'� ,��\ ��NN
WATERBODY WIDTH ±485����/f�I 6i( ���`` =~y�
WATERFRONT WIDTH ±78�� °a��
MHW +o.ss� MLW -�.za' ��
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
RECYCLED PLASTIC CAPS ON ALL
EXPOSED PILE TIPS,FASTEN WITH
S.S.NAILS(TYP.),CAPS SHOULD
BE NO MORE THAN 1/4"LARGER
THAN TRIMMED PILE DIMENSION.
NOTE:TOP ELEVATION CANNOT BE GREATER ROPE STOPS
THAN 10'ABOVE MEAN HIGH WATER ELEVATION
EITHER 5/4"X6"SAWN O
BRAZILIAN HARDWOOD,
2"X 6"PT,OR
COMPOSITE DECKING
0
NOTE:IF COMPOSITE DECKING IS USED. �
O.C.STRINGER SPACING TO BE VIA 2"X 10"INTERMEDIATE
MANUFACTURES SPECIFICATIONS,NOT TO
EXCEED 24"O.C. STRINGER MAX.2.0'
O.C.CCA OR ACQ.60 RET.
COUNTERSINK ALL BOLTS DOUBLE STRINGER 2"X 10"
ADJACENT TO BOAT SLIPS. #2 S4S CCA OR ACQ.60 RET.
2"X 10"#2 S4S CCA
2.5 RET.ONE EACH SIDE
ALL BOLTING TO BE 5/8"HOT o 0
DIPPED GALVANIZED MIN,5/8" o ALL PILE CAPS&CROSS
WITH OG WASHERS BACKING BRACING TO BE DOUBLE
BOLT AND NUTS OR 5/8"SS IF ACQ ° � � BOLTED AS SPECIFIED
TREATED LUMBER IS USED o 0 0 22 DEG MIN
0 45 DEG MAX
° � \ NOTE:
MINIMUM PILE BENT BRACING: a o
*DEPTHS 8 TO 16 FT. DECK BOARDS TO BE TRIMMED BOTH SIDES.
ALL PILE BENTS TO BE NOTE:
CROSS BRACED WITH 2"X 70"#2 S4S ALL INTERMEDIATE STRINGERS TO BE
2"X 10"#2 S4S CCA 2.5 RET. CCA 2.5 RET. LAP JOINTED AT BENTS 2.0'MIN.
ONE SIDE ONLY B� �NG&BLOCKING NOTE:
ALL CCA TREATED PILES TO BE VINYL
'DEPTHS>16 FT WRAPPED FROM MUD(SILT)LINE TO 2.0'
CROSS BRACING IN SHORT& ABOVE THE MEAN HIGH WATER LINE(MHV�
LONG DIRECTION REQUIRED WITH WITH PRIME HIGH DENSITY POLYETHYLENE
2"X 10"#2 S4S CCA 2.5 RET. MIN 8"TIP PILING 2.5 C.C.A.RET. .030 THICK
ONE SIDE ONLY SET BUTT DOWN,MIN 8.0'PENETRATION.
TYPICAL FINGER PIER
NOTE:
FINGER PIER PILE BENT AT MAIN DOCK INTERSECTION TO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT.
INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACH SIDE OF BENT.
OUTBOARD PILE BENT TO HAVE DOUBLE PILE CAP ON MAIN DOCK SIDE,NO CAP ON WATERSIDE.
�\�� ff�,� SHEET 13
�. @k , " �,�c RIDA CERTIFICATE OF
WOODS CONSULTING .��` P,=���j� ;_>
P RO POS E D D�',�� � t' HORIZATION#27664
1714 GOUNT( ROAD 1, SUITE 22 �
DUNEDIN FL 34698
PH. (727j 786-5747 � , �� .�� �y F "'�
FAX (727) 786-7479 D ETAI LS = t E3 �
_ � � _ W�
REVISED: 10-11-11 0 -1D'� � d � om-o
� `f�`. S�A"���3� � " o a m m
� o �` ,� O o`t
0�00
/�/��, "�,�{��f �+��w'f ��_. ����
TOTAL SQUARE FEET 6 77�+�'j °` ����,� ��� W�`��
WATERBODY WIDTH ±485' '�// ���' � ���� =W CC
±780 ���llfil ��� �3J ..
WATERFRONT WIDTH � oQ��
MHW +o.s5' MLW -i.24' �nW
�J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
Prime High Density Polyethylene Specifications for Pile Wrapping Material
TYPICAL ASTM TEST
PROPERTY VALUE METHOD
Melt Index 190°C/2.16 g/10 min 0.25 - 0.35 D 1238
Density g/cc 0.955 D 1505
Tensile Strength @ Yield psi 4000 D 638
Elongation % > 600 D 538
Cold Crack Temperature (-76°C) D 746
Flexural Modulus psi 200M D 790
Environmental Stress Cracking F90h 45 D 1693
Underwriter Laboratory flammability rating: 94HB
Complies with FDA Regulation 21 CFR 177.1520 NOTE: TOP ELEVATION
CANNOT BE GREATER
THAN 10' ABOVE MEAN
NOTE: ALL CCA TREATED PILES TO BE VINYL HIGH WATER
WRAPPED FROM MUD (SILT) LINE TO 2.0' ELEVATION
ABOVE THE MEAN HIGH WATER LINE (MHW)
WITH PRIME HIGH DENSITY POLYETHYLENE
30 MILS OR .030" THICK � 2.0 FT
0
° MHW LINE
o �0
0
° VINYL WRAPPING
° FROM MUD LINE
0
o TO 2.0' ABOVE MHW
0
C.C.A. 2.5 RET. PILE MUD LINE
(Bottom)
��,� _: �,� �/',� SHEET 14
WOODS CONSULTING �`� r� ,�'�C��AI;� �; ,f�"�ORIDA CERTIFICATE OF
1714 COUNTY ROAD 1, SUITE 22
V I NYL P I L E W�°�'�N� '� �' THORIZATION#27664
DUNEDIN FL 34698 .,,,� r� � � $ �, � i
PH. (727� 786-5747 D ETAI L� * �
FAX (727) 786-7479 � �, _ W�-
� 'j� � >
�
REVISED: 10-11-11 � ?� . STATE p � om�°
i�•n'. ��� oo�m
///�s `.C�ORIO�.�•��'��"C_ j�Oq�O
TOTAL SQUARE FEET �6���� Sj�NA1.. ��\`\ '� Q W��
W A T E R B O D Y W I D T H ±485'�I 1 1���I t1 =��--
WATERFRONT WIDTH +780' �3� "
o�W�
MHW +o.ss' MLW -�.z4' n W��
_J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: AS SHOWN COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
WATER LEVEL CONNECTING RODS
FLOAT
� �
SEA ^ LAMINATED
FLOOR , VINYL-POLYESTER
�12�� MI FABRIC
CHAIN WEIGHTED
TYPICAL FLOATING TURBIDITY CURTAINS
(DESIGN BY AER-FLO INC.)
NOT TO SCALE
TURBIDITY CURTAINS
USE SMALLEST AREA
PRACTICABLE
TURBIDITY CURTAINS TO
� REMAIN IN PLACE DURING
I CONSTRUCTION
m /
m m m m
. m � . . m � . . m � . m m /
m � m m m � m & .
0 m . .0
m � ' m m ' ' m � • � •o . � .
' m m m m m � ' m . m �
. . . , m0
�� ,m
- - _ 0 /
m
0
9
m m
�
m 0
•
SCALE: 1"=150'
\�� ��`t� SHEET 15
WOODS CONSULTING �,,\� '� �•>�•�, Fjl- . IDA CERTIFICATE OF
1714 COUNN ROAD 1, su� ss `��`' �'�v�� � ��' ORIZATION#27664
DUNEDIN � 34698 T U R B I D I TY D E _ ,-'SN� � . - =
PH. (727� 786-5747
FAX (727) 786-7479 , ,�
� �l' � � �� >n
REVISED: 10-11-11 °
,
i�', ST� �. \ o"'�°m
.
,'' T `": o o�m
'//��i���,,FC(} i�3P:' ��i.� 3p°roo
TOTAL SQUARE FEET 6�773 ��7.�`�'�/�� ��„��`��\� ��NN
WATERBODY WIDTH ±485 �//����� 41`���0� =Q��
WATERFRONT WIDTH ±780' o�W�
MHW +o.s5� MLW -�.za' nw�"
_J
ELEVATIONS REFERENCE NAVD-1988 "
SCALE: 1"=50' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
� � N
� a ��E
� � � . , •
_,
s
�; _
1;. .
,��.--..__,, � t
:::�� _��;�
�i;4 !-�>� �.
.r., i- r +''I . �7� 'Gl
�#r�s����,- �
j�/". ��tt !`"r ..
f T�'� �Z.�' 'x 'a'''y�h �� �{� �
•f5�'� - e�'sf p� sr°'r' �. �f � �a .
, . _ ri.�1 "¢ir�i:1eii Fi'ir� ;: . �o ..,a . .�. _.
"BE A BETTER BOATER" - REPLACES
MANATEE BASICS SIGN NO
( 3 TOTAL ) MOORING
CAUTION
SEAGRASS
(13 TOTAL EA.)
w
DOCK DOCK B DOCK E
Z � 6 � 0 � �
� 0 � 0 0 �
a � o o � o ° ° o o •
�
0 0 0 0 ,o a ,o
0 0 ,o ` o � o ;, °
�: r a e a ❑ 10 1z
•:�:' :� :�: e , , . � . '
, . ... . . � �: -- � .- .
. ., - ;;-. ::: � -
_,'. •y� �, ;<. , . , . . .. .. .
. . .�/. �. •�::..� ••t� _ .
. �.�:w . .
� SHEET 16
WOODS CONSULTING ��\� � i�1I14 'E��„ ORIDA CERTIFICATE OF
1714 COUNTY ROAD ,, S��TE 22 P RO POS E D,,� K� . � � HORIZATION#27664
DUNEDIN FL 34698 \� '1�'`••�.�C'�N' 4 `� 4` r
PH. (727� 786-5747 R E S O U R C��'�i, A 1 O 1� `, � �
FAX (727) 786-7479
� w
>
REVISED: 10-11-11 PROTECTI(�d ' 'v * �-� °m��
S I G NAG E =�'•, �`��� `�� � �o o�
\ �—i�1�
TOTAL SQUARE FEET 6 773���'� �'•'c�0 ��P'� ��`�\� F��N
WATERBODY WIDTH ±485' �/'� $��y`� `+��'�`� _���
WATERFRONT WIDTH +780��//I j;j�( �\l���\ o�w�
MHW +o.ss' MLW -�.2a' �w~�
_J
ELEVATIONS REFERENCE NAVD-1988 "
SCALE: 1"=50' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
�I � � �+� ;�;� �� � N
a ���
R Y�'� "BE A BETTER BOATER" - REPLACES S
. � MANATEE BASICS SIGN
. ;
�---._._ m��` : ( 3 TOTAL )
� : � �;4
- ����=.w _
" �`'`� � �
,� .:
� ' e. r f' { �'�."� R .t !P: ..
����'e�J:'Af`�' F+ro °i,.�r�i p
r�� , � ��' � y ����,(wi p,
F �°c (,�fi�I � Rx ,l
�r ,6�'i1�'. s r�.f i��'L ;� f � 1ry! . .iy
�t ,L�L,>!',e ;+:�: ,'"rr' ' ,.J. ..e.....�.. ... . _
DOCK C
� �
< � �i DOCK D e
0 � � , o
❑ e 0 0
2
a � ° r3 0 � e
� a a
� �2 7' a , oO ,
+.'s. 'a�•.:s.',•. :+.•s' �s� 7p e
1 � ° � <�
`;:��.' .� Qa � a
. . . --•• e /
. �:+:�:`_�;:�.' .. � ,
. • .. ._:.' 00 �
.. . �%.V:�.f•�t�.�.�. O a
7
�' .fa•
(13 TOTAL EA.) , ���
NO CAUTION
MOORING �
SEAGRASS
\!11 ��/� SHEET 17
WOODS CONSULTING .��```��tj.�,.-ENS'-., RIDA CERTIFICATE OF
P RO POS E D\��i?T.��G I�yHORIZATION#27664
1714 COUNN ROAD 1, SUITE 22 Y
DUNEDIN FL 34698 R E S O U RC� � , "` s
PH. (727j 786-5747 � + '�
Fnx (�z�) �as—�4�s � ; �� �, �` �
REVISED: 10-11-11 PROTECTIO�I*�', �,�;��� o��m
�iF � omv°m
SIGNAGE � �'��� `�- °°
,•r/ ��, �t a� K1C��;�4�,?, 3 0°�o
TOTAL SQUARE FEET 6 77'���';�±����1�,���\�� ��N N
WATERBODYWIDTH ±485' .����w �,�,�\'�� =Q��
WATERFRONT WIDTH +78�� �!i 1 � v3 J
oQ��
MHW +o.ss� MLW -�.2a' �w
_J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=40' COMMERCIAL DOCKS Application# •
(OFFICIAL USE ONLY)
LEGEND DOCKA DOCKB N '
2" HDPE (POTABLE) ,��E
QFIRE HOSE STATION
S
EX FIRE EXTINGUISHER(4ACOBC)IN O � Q �
FIBERGLASS CABINET(BY OTHERS)
--T---
� HOSE BIBB CONNECTION � i
— — POTABLE WATER � � � � �
FIRE MAIN o 0 o e
0 � � � � i � �
� i EX �
2 � 9 0 ; ,o
2" HDPE (POTABLE) � � � ° a i � `
� � ° ° � EX
� ,2
o a � o 0
EX i EX
P INT OF CONNECTION � 22'FIRE HOSE ;
(1)- "POTABLE LINE W/2" � CONNECTIONS �
TRU UNION BALL VALVE BY � (WET STANDPIPE) j
ITE CONTRACTOR �
1
� � I
� S� Sj S� S� S S.� Sj Sj � FS F
Bicycl v e � � e � .� � � � � ve m � e
FIRE ora9
PUMP NOTE:FOR PHASE 1,THE FIRE LINE TO THE
STANDPIPE AT DOCK B WILL COME FROM THE
ROOM UPLAND FIRE ROOM THAT IS PROPOSED FOR
PHASE 1. FOR PHASE 2 AND LATER PHASES,THE `}
FIRE LINES FOR THE DOCKS WILL CONNECT TO �
Q' THE FIRE PUMP ROOM AS INDICATED. THESE �
DRAWINGS REPRESENT THE ENTIRE FIRE
3" FIRE LINE PROTECTION SYSTEM AT THE END OF ALL PHASES
DR9(200 PSI) OF CONSTRUCTION.
UNDER GROUND b v v e �� � �
MIN.30"BURIAL
. _ _ 0 _ b �P
I7
y b 4
BRIGHTWATER DRIVE
ti�����il�����/f/� SHEET 18
BRIGHTWATER B� - !� DA CERTIFICATE OF
WOODS CONSULTING �`��c "S .k �RIZATION#27664
1714 COUNTY ROAD 1, SUITE 22 �
DUNmIN FL 34698 RESORT DOCI� •
PH. (727 786-5747 . N `'� 'r
FAX (727� 786-7479 ' �
1 i ` � � j C�D
REVISED: 10-11-11 FIRE & WATER PL.�iPd � � om�°
i 'A�, 57A E C� -.,, o Q m r
�Q��, ..�. .;� O o`r m
Oocoo
�/ � '`:6,�U IC�P;>�,r•''ti� ����n
TOTAL SQUARE FEET 6,773 �/i,s� - ' "�� \'` W"��
WATERBODY WIDTH +780��//�`�'�� I���,��'�e��` vaCC
WATERFRONT WIDTH o�w�
MHW +o.ss' MLW -�.2a' �w�� �
_�
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
LEGEND N
Q �1i�E
F FIRE HOSE STATION
s
EX FIRE EXTINGUISHER(4ACOBC)IN
FIBERGLASS CABINET(BY OTHERS)
� HOSE BIBB CONNECTION
— — POTABLE WATER
FIRE MAIN
DOCK C DOCK D
2" HDPE (POTABLE) ❑ 7 2" HDPE (POTABLE)
--;___ o
o , o
� � --�----
° � r
4 ; � ° o � �
� 0 � ° o
0
� � �o �
POINT OF CONNECTION � ° , EX Q2 �
(1)-2"POTABLE LINE W/2" � �� 11 ° a � 9
TRU-UNION BALL VALVE BY 1 �j � o o EX
SITE CONTRACTOR ^_�_ _ 1 �
0 �2 �i --�.,:
° � i
2z' FIRE HOSE ° � �
CONNECTION �
(WET STANDPIPE) i �
� i 3"FIRE LINE
EX � DR9(200 PSI)
� UNDER GROUND
� � EX MIN.30"BURIAL
S F
� � FS FS FS
� ��� _ FS\FS
m � �
O
� _- �►�
� � �_
�- a �
�
� � � a
�
a
� �
_ _ _ �
� � � �����j��,��� SHEET 19
B RI G HTWATE R � �� � kORIDA CERTIFICATE OF
WOODS CONSULTING �' -��'`�ni ����'L THORIZATION#27664
1714 COUNTY ROAD 1, SUffE 22 ;�,'��.� �
PH.N(7275 86 5747 (���� •"I�,•
FAX (727) 786-7479 R E S O R T D O �, , N� ��5 6 �� �
>�
REVISED: 10-11-11 FIRE & WATER ��I * � om�°
''� � STAT� P ,"� �
m�
�'n�. �� oo�tm
� O � , � Oaco�o
6 77�/ =J��
TOTALSQUAREFEET / �� ,����R,'�����``�\ a�iNN
WATERBODYWIDTH ±485� � �C��11A,, �\ ¢W��
±78���lllli111���� o�w�
WATERFRONT WIDTH �
MHW +o.s5' MLW -�.za' n W��
_J
ELEVATIONS REFERENCE NAVD-1988 "
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
DOCK D DOCK E N
7U E
2" HDPE (POTABLE) , s/
° a � LEGEND �
��.
O °
o O �� a Q FIRE HOSE STATION
e EX 3 � ' � � EX FIRE EXTINGUISHER(4 COBC)IN
FIBERGLASS CABINET BY OTHERS)
� �2 0 % � � � HOSE BIBB CONNE�ION
o �
�' — — POTABLE WATER
� � o FIRE MAIN /
3" FIRE LINE � o � ° � O
DR9(200 PSI) ���. Q � �
UNDER GROUND ���`.� � i� Q o
MIN.30"BURIAL �� �� � i EX
��� i o
°. i
\ ti` � o �
Ex � o �
�
a
22"FIRE HOSE CONNECTION o
(WET STANDPIPE)
EX pOINT OF CONNECTION
�� (1)-2"POTABLE LINE W/2"
� TRU-UNION BALL VALVE BY
� �� SITE CONTRACTOR
��
�
� ��� �
� /
� _ _� 0
22'FIRE HOSE � �
� CONNECTION '` ���
(WET STANDPIPE) � �
s�
� ` � /
� �
�
�
� /
` o
. �, �
_ , \ o
��\1IIIII//� SHEET 20
WOODS CONSULTING BRIGHTWATER - . CF ��LORIDA CERTIFICATE OF
� ENS �. �'L � THORIZATION#27664
1714 COUN7Y ROAD 1, SUITE 22 \� V
PH.��°2�5 8s 5747 RESORT DC��� ��.: =
FAX (727) 786-7479 , No 1558 �
FIRE & WATER� �, N * �; om��
REVISED: 10-11-11 �
� � , STATE O �� L!/ o¢�m
� O '. � �' °o°oo
` ` o�m
� ��\ Q���n
TOTAL SQUARE FEET 6 7���S�'c�ORI� •',G W°��
WATERBODY WIDTH ±485��NA1. \�\\t� �Q CC
WATERFRONT WIDTH +78���11 I I I���� o�W�
MHW +o.s5' MLW -�.2a� �w��
�J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
NOTE:IF COMPOSITE DECKING IS USED.
O.C.STRINGED SPACING TO BE VIA
MANUFACTURES SPECIFICATIONS,NOT TO
EXCEED 24"O.C.
EITHER 5/4"X6"SAWN
BRAZILIAN HARDWOOD,2"X 6"PT, OR
COMPOSITE DECKING
HANDRAIL(WHERE APPLICABLE)
STANCHIONS PLACED 5.0'O.C.
2"X 10"INTERMEDIATE
STRINGER MAX.2.0' 2"X 6"
O.C.CCA.60 RET. �
NOTE:IF COMPOSITE
IS USED,STRINGERS TO 2"X 4"
BE 16"O.C.MAX A�11
ct
2"X 6"
STANCHIONS
COUNTERSINKALL BOLTS RAILING TO BE FASTENED TO STRINGERS
ADJACENT TO BOAT SLIPS. a W/SHORT BOLT,AND FASTENED TO PILE
0 0
WITH LONGER BOLT WHEN AVAILABLE
ALL BOLTING TO BE 5/8"HOT o a �
DIPPED GALVANIZED MIN,3/4" o a DOUBLE STRINGER 2"X 10"
WITH OG WASHERS BACKING 22 DEG MIN #2 S4S CCA.60 RET.
BOLT AND NUTS ° 45 DEG MAX
0
STAINLESS STEEL RECOMMENDED �
0 0
MINIMUM PILE BENT BRACING: ° ° 2"X 10"#2 S4S CCA
*DEPTHS 8 TO 16 FT. .60 RET.ONE EACH SIDE
2"X 10 #2 S4S
ALL PILE BENTS TO BE CC 2.5 RET. ALL PILE CAPS&CROSS
CROSS BRACED WITH B OCKING BRACING TO BE DOUBLE
2"X 10"#2 S4S CCA 2.5 RET. BOLTED AS SPECIFIED
ONE SIDE ONLY
NOTE:
`DEPTHS>16 FT ALL CCA TREATED PILES TO BE VINYL
CROSS BRACING IN SHORT& WRAPPED FROM MUD(SILT)LINE TO 2.0'
LONG DIRECTION REQUIRED WITH MIN 8"TIP PILING 2.5 C.C.A.RET. ABOVE THE MEAN HIGH WATER LINE(MHV1n
2"X 10"#2 S4S CCA 2.5 RET. SET BUTT DO ,MIN 8.0'PENETRATION. �TH PRIME HIGH DENSITY POLYETHYLENE
ONE SIDE ONLY .040 THICK.
NOTE:
TYPICAL MAIN WALKOUT DECK BOARDS TO BE TRIMMED BOTH SIDES.
NOTE:
ALL INTERMEDIATE STRINGERS TO BE
2 HDPE (POTABLE) �'P�OINTED AT BENTS 2.0'MIN.
ATTACH TO WOOD NOTE:
ALL WOOD PLANKING OVER SEAGRASS,
BUMPER W/STAINLESS TO BE NO MORE THAN 8"WIDE AND HAVE A
STEEL HARDWARE, 4� MINIMUM SPACING OF1/2"APART AFTER
OC SHRINKAGE.
��\ �/% SHEET 21
WOODS CONSULTING BRIGHTWATER �EN�.���, RIDA CERTIFICATE OF
���4 couNN Rono �, surrE 22 � F � 'U' HORIZATION#27664
DUNEDIN FL 34698 ,�i
PH. (727� �86-5�4� R E S O RT D O��� N o 155 6��� �
FAX (727) 786-7479 '
w
REVISED: 10-11-11 FIRE & WATER DET��LSsTATE F �, �mmo
om��
� ��� ( �/ �o�m
� �i�', o�oo
��j t� ��:c�ORI P'�G� �� �°��
TOTAL SQUARE FEET 6�73�� SS'/ ` � r�,N� ��� W�`��
WATERBODYWIDTH ±485���NAI ,```��� �Qn�
WATERFRONT WIDTH ±780' 3� ��
o�W�
MHW +o.ss' MLW -�.2a' �W�"
_�
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: NTS COMMERCIAL DOCKS
Application#
(OFFICIAL USE ONLY)
WA7ER Gr ELfCIRIC PEDESTAL
A
- _ _ _ _ _ _ - - 2'HDP£P07ABLE WATER UNE
�2-1/2"HOSE VALVE
- - - - - - - - -- - ----------- ----------- - - I 6"DIA STAINLESS
STEELTUBE
I I 2 SDR II HDPE
PIPE
WELD TO STAINLESS�
A STEELPLATE
STAINLESS STREEL
UNDER DECKING l/lEW STRUT(2)REQUIRED
3"SDR II HDPE POPE(FIRE)W/14
(NTS� O G!A/S/S!STRAP 8 5/16"X2"S.S.
LAG SCREWS 4'O.C.
SINGLE CANTILEVER(CL) HOSE VALVE
(WHERE INDICATED)
(NTS)
BIPJMAS7IC SEAL
SCH. 40
Pl�SLE£VE
B
CONDU/T
(WA7ER, OR £LfG)
� � �
B NON-SHR/NK GROUT
SECTION B-B
UNE EX7RUSlON TO HAVE O✓C SCEEVE
/NSTALLED/N NON-SHR/NK GROUT
LINE EXTRUSION THROUGH SEAW.4LL
(Nrs)
�����N� SHEET 22
WOODS CONSULTING BRIGHTWATER BL�� R� _q�� � J��DA CERTIFICATE OF
1714 COUNTY ROAD 1, surre z2 � G -y�C � ORIZATION#27664
DUNEDIN FL 34698 R E S O RT D O C��i�', `,• tT�i
PH. (727j 786-5747 ,
Fnx (n�) �es-�4�s ` , (Up ' ,,,� r'
� + � w�
REVISED: 10-11-11 FIRE & WATER DET� S � � = �m-�
om��
��Q�, STA E�,: o o v m
i �' � " 3p°�o
��
TOTAL SQUARE FEET 6,773����'c��„ �.��-'� `"�"��� W ��
WATERBODYWIDTH ±485 �j� `[,�� � �'.�� � ¢w,�.r
_���
WATERFRONT WIDTH +780� ���/�f i 't 1���� o�W�
MHW +o.ss' MLW -�.24� nw�--�
_J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
N
�fl�E
� DOCKS A AND B-16 TOTAL s
PEDESTALS WITH DUAL 30
AMP RECEPTACLES(EACH
SIDE),DUAL 20 AMP GFI
RECEPTACLES(EACH SIDE),
ACCOMMODATION FOR DUAL
2-POLE BREAKERS UP TO 40
AMPS(FOR FUTURE LIFTS)
DOCK A DOCK B
a o 0 0
o � o 0
0 o e
0 0
0 0 ° o 0
o a o ,a
0 0 0 0
10 10 ❑2 11
o a a e
1❑ 12
o a o 0
Q �
PROPOSED PROGRESS ENERGY = - -
--- ' -- - TRANSFORMER LOCATION. ---- '
— � � °TO FEED FUTURE DOCK POWER ° � � °
UNDER SEPARATE PERMIT.
a� o- a- a a
a-�
o- � � � � ,,
; �,t�������jj SHEET 23
WOODS CONSULTING BRIGHTWATER� ��'�/�LORIDA CERTIFICATE OF
1714 COUNIY ROAD 1, surre 2z � G ,. � ENS . UTHORIZATION#27664
PH.N(727� 8s 5747 RESO RT DC��� `�'�. :
Fax (�z�) �as-�4�s �. No 1558 Q ; �
>
REVISED: 10-11-11 ELECTRIC�L-o ' * ' �n o
� � ', STATE O ��� o a�m
%�'A�, � �<"' °�°�o
TOTAL SQUARE FEET 6��s ,���RIDP ,G��` Q���
WATERBODY WIDTH ±48��NAL ����� =W CC
WATERFRONT WIDTH +780� �I I I I I I� � "3��
MHW +o.ss' MLW -�.2a' °W��
�J
ELEVATIONS REFERENCE NAVD-1988 �
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLY)
N .
�U 'T E
� DOCKS E AND C-14 TOTAL S
PEDESTALS WITH DUAL 30
AMP RECEPTACLES(EACH
SIDE),DUAL 20 AMP GFI
RECEPTACLES(EACH SIDE),
ACCOMMODATION FOR DUAL
2-POLE BREAKERS UP TO 40
AMPS(FOR FUTURE LIFTS)
DOCK C
s � DOCK D
5
0 g� �
` Q � < 4
� ° �
� ° o
�
� 10
a o o �
� 11 ° ° ❑g
a � a
10
� 12
o ,
> ,
PROPOSED PROGRE S NERGY —�
TRANSFORMER LOCATION.
TO FEED FUTURE DOCK POWER --
UNDER SEPARATE PERMIT. —" � � -'
� �-
� � -
� '�-
a � �
�
� � � �
-�
a�
SHEET 24
WOODS CONSULTING BRIGHTWATER BI� F' FLORIDA CERTIFICATE OF
1714 COUNIY ROAD 1, su� 22 � �m��1!/ AUTHORIZATION#27664
PH.N(727j 8s 5�4� RESORT DO�i���,.NO1-ss �
FAX (727) 786-7479 � - �Ol� W�
REVISED: 10-11-11 ELECTRIC��'�'�� \ c� , ,� °�m-O
,
, �yd�, ,,* omd-m
�m � �O \� po�m
— m * ' o�oo
_ 70 : �ON �:� Q a��
TOTAL SQUARE FEET �7�Z� ��� , �..a„ W n�
� ,r �;\ I-KNN
WATERBODY WIDTH — 85 �' �,��. .��.;�` �QCC
WATERFRONT WIDTH �S N ��\� o Q��
MHW +o.ss' MLW �� '3���� �� �w
ELEVATIONS REFERENCE NA��������� �
SCALE: 1"=40' COMMERCIAL DOCKS Application#
(OFFICIAL USE ONLI�
N
� DOCK D-7 TOTAL
PEDESTALS WITH DUAL 30 � E
AMP RECEPTACLES(EACH ry s .
DOCK D SIDE),DUAL 20 AMP GFI
RECEPTACLES(EACH SIDE),
ACCOMMODATION FOR DUAL
2-POLE BREAKERS UP TO 40
� AMPS(FOR FUTURE LIFTS)
0 0
� o e DOCK E o
O °
9 `�
a � � °
o a
� � � � � � e� � i
�, � o o �
0 °O
� O � �
0
O ° i
PROPOSED PROGRESS ENERGY ° �
TRANSFORMER LOCATION. O �
TO FEED FUTURE DOCK POWER °
UNDER SEPARATE PERMIT. °
.
'"—
�
�_
�
� ��
��
�
� ���
� ` /
� �
D � � �
� � i ���
�
�
�
�
_ � � a
� �
�
� �
SHEET 25
BRIGHTWATER BLUE �caTEOF
WOODS CONSULTING ���� ` Kr 27664
1714 COUNTY ROAD 1, SUffE 22
DUNEDIN FL 34698 „`\� �,� ` � �/
PH. (727� 786-5747 R E S O RT DOC KS � �� � %
Fnx (�z�) �es-�4�s � % N 86 `,, * � ��
REVISED: 10-11-11 ELECTRICAL ; * ; � = omv°m
� � oQm�
' ca TE�F �;��i� 3p°�o
�
TOTAL SQUARE FEET 6,773 �// '- �LOR��P�''�`��\ a�NN
� WATERBODY WIDTH +780 � S/ONAL �\��\ �3��
WATERFRONT WIDTH � /��i�+�,��\\� oQ��
MHW +o.s5' MLW -t.24' �W
_J
ELEVATIONS REFERENCE NAVD-1988 �