FLD2013-02007Clearwater
COMMUNITY DEVELOPMENT BOARD
-
PLANN1NG AND DEVELOPMENT DEPARTMENT
STAFF REPORT
MEETING DATE:
May 21, 2013
AGENDA ITEM:
D.7.
CASE:
FLD2013 -02007
REQUEST:
Flexible Development application (1) to permit an 85 -unit overnight accommodation
use (hotel) in the Tourist (T) District with a total lot area of 36,137 square feet (11.829
acre) (28,733 square feet [0.659 acre] zoned T District and 7,404 square feet [0.17 acre]
zoned Low Medium Density Residential District), a lot width of 174.94 feet, a front
(south) setback of 6.2 feet (to building) and 8.5 feet (to pavement), a side (west) setback
of five feet (to building) and zero feet (to sidewalk), a rear (north) setback of 18.5 feet.
(to building), a building height of 75.25 feet (to top of roof deck) and 93 parking spaces,
as a Comprehensive Infill Redevelopment Project under the provisions of CDC Section
2- 803.D, and approval of a two -year development order; and (2) increase the permitted
density by the allocation of 53 overnight accommodation units from the Hotel Density
Reserve created pursuant to Beach by Design. (Related to DVA20 10-0800 1 A).
GENERAL DATA:
Agent ...........................
Stephen R. Fowler, AIA, Fowler Associates Architects, Inc.
Owner ...........................
Sea Captain, a Florida General partnership, Donald Eifert, Partner
Location ..........................
40 Devon Drive, north side of Devon Drive 150 feet east of Coronado Drive
Property Size ....................
0.829 Acres
Future Land Use Plan......
Resort Facilities High (RFH)
Zoning ..........................
Tourist (T) District
Special Area Plan ..............
Small Motel District of Beach by Design
Adjacent Zoning.... North: Preservation (P) District.
South: Tourist (T) District/ Low Medium Density Residential (LMDR)
Easy: Preservation (P) District
West. Tourist (T) District
Existing Land Use ............. Overnight Accommodations
Proposed Land Use......... Overnight Accommodations
CkarWater Level TI Flexible Development Application Review
ANALYSIS:
Site Location and Existing Conditions:
The total 0.829 acre parcel is located on the
north side of Devon Drive, approximately 150
feet east of Coronado Drive. The subject
property is currently developed with a 27 -room
motel. The subject site has approximately 175
feet of frontage along Devon Drive. The
majority of the subject property (0.659 acre) is
zoned Tourist (T) District, but the eastern
portion (0.17 acre) of the subject property, north
of the adjacent detached dwelling at 94 Devon
Drive, is zoned Low Medium Density
Residential (LMDR) District and is not part of
Beach by Design. Parking for the existing motel
is primarily located within the LMDR -zoned
area. There are 10 existing boat slips associated
with the existing hotel.
The property to the west and southwest at 101
Coronado Drive is currently developed with a
108 -roam 89 -foot hotel (Pier House 60)
approved by the Community Development
Board (CDB) on May 19, 2009 (FLD2009-
03013IDVA2009- 00001). The property on the
west side of Coronado Drive (100 Coronado
Drive) has been approved for a 450 -roam hotel
(Kirin Grande — FLD2008-05013fDVA2008-
00001) at a height of 150 feet (to top of roof
deck). There exists, across Devon Drive, a 25-
space City parking lot (FLD2005- 08089). Other
overnight accommodation uses exist to the south
of the subject property in the block between
Coronado and Devon/Hamden Drives.
Additionally, the Aqualea/Hyatt overnight accommodation project, attached dwellings and
public parking garage is located to the southwest at 301 S. Gulfview Boulevard. Properties to the
south on the east side of Devon Drive are zoned LMDR District, are not part of Beach by Design
and are developed with detached dwellings. Clearwater Harbor exists to the north and east of the
subject property, developed with the City marina.
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PLANNING & DEVELOPMENT
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LOCATION MAP
Development Proposal:
The proposal before the Board was previously approved as part of FLD2010- 08004. Due to an
expired development order the proposal has been resubmitted with no changes to the previously
approved development plans.
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The proposal is to construct an 85 -unit overnight accommodation use at a density of 128.98
rooms /acre (based on only the lot acreage zoned T District), which includes the allocation of 53
units from the Hotel Density Reserve under Beach by Design. The proposal also includes
approximately 7,986 square feet of accessory uses to the hotel (restaurant/lounge, fitness center,
meeting room and banquet room), which represents approximately 9.91 percent of the gross floor
area of the hotel, in compliance with recently adopted Code provisions. This is the tenth hotel to
be placed on the CDB agenda since the amendment of Beach by Design in July 2048 creating the
Hotel Density Reserve as a means to encourage the construction of new mid -size hotels on the
beach in response to the loss of hotel rooms since 2002. Also on this CDB agenda is a
companion amended Development Agreement (DVA2010 -08401 A) that must be approved by
City Council, which provides for the allocation of the 53 units from the Hotel Density Reserve.
The Development Agreement was approved by City Council on January 13, 2011 and there are
minor changes to the Development agreement such as the updated FLD2013 -02447 application
number. This Development Agreement provides for mandatory evacuation/closure of the hotel
in the event of the posting of a hurricane watch including Clearwater Beach by the National
Hurricane Center, which also complies with Beach by Design criteria. The applicant indicates
room rates for this hotel will be reasonably priced for a family beach vacation contrasted with the
Sandpearl and Aqualea/Hyatt resorts. This proposal complies with the Beach by Design criteria
to access all rooms through a lobby and internal corridors.
The proposed 85 -room hotel is proposed on a total lot acreage of 0.829 acres, however, the east
0.17 acre portion of the site is zoned LMDR District (not park of Beach by Design). The
proposed site design locates the building, pool /pool deck and all other hardscape improvements
on that portion zoned T District. The eastern portion of the site zoned LMDR District is proposed
for only open space and the retention pond. The hotel is proposed at a height of 75.25 feet from
Base Flood Elevation (BFE) to the flat roof deck. Driveway access is from Devon Drive. The
proposal includes a porte cochere and drop -off area off Devon Drive. The ground level of this
hotel provides the hotel lobby and 4,365 square feet of accessory restaurant/lounge. The ground
through third floor of this hotel provides a total of 93 parking spaces. The fourth, fifth, sixth,
seventh and eighth floors provide 17 rooms per floor. All parking garage levels will be open for
natural ventilation. Balconies are provided for guest rooms on the south, east and north sides of
the hotel building. The proposed 75.25 -foot building height for this project transitions building
height from the highest on the west side of Coronado Drive (Kirin Grande, 100 Coronado Drive —
150 -foot height), to the parcel adjacently west for the hotel (Pier House 60, 101 Coronado Drive —
89 -foot height), to the to the detached dwellings to the south of this site on Devon Drive (30 -foot
maximum height). The exterior base and body colors of the building will be primarily Sandbank
and Lightweight Beige. The applicant also proposes to install a Boston Blend of applied field
stone at the bottom of the base of the building. Window awnings will be Sprout Green and trim
will be Arcade White. There is a proposed panel on the south side of the building, basically
lining up with Hamden Drive for the installation of public art mural. An existing masonry wall
along the west property line is intended to be retained, although a portion is partially on the
adjacent parcel, which will require an easement from the adjacent property owner.
The proposal includes a front (south) setback of 6.2 feet (to building) and 8.5 feet (to pavement),
a side (west) setback of five feet (to building) and zero feet (to sidewalk) and a rear (north)
setback of 18.5 feet (to building) and zero feet (to patio decking). The main portion of the
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building is actually set back further from the front property line a minimum of 17.3 feet, with
only a porte- cochere located at a front setback of 6.2 feet (to the supporting columns). All areas
within the front setback provided will be landscaped to enhance the site and building. Existing
docks on the north side of the site will be retained for guests of the hotel.
The applicant is requesting a two -year development order due to market conditions. Community
Development Code (CDC) Section 4 -407 specifies that an application for a building permit must
be submitted within one year of the date the CDB approves the project, unless otherwise
specified under this approval.
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 50 overnight
accommodation rooms per acre. Based on. the lot acreage of only that portion of the property
zoned T District of 0.659 acre and the base density of 50 rooms/acre, a maximum of 32 rooms is
permitted.. Based on the same lot acreage and the maximum density under the Hotel Density
Reserve under Beach by Design (adopted as an amendment to Beach by Design under Ordinance
7925 -08) of 150 rooms per acre, a maximum of 98 rooms is permissible. When the base density
number of rooms is subtracted from the overall maximum under the Hotel Density Reserve, the
maximum number of rooms the applicant could request from the Hotel Density Reserve is 66
rooms. The applicant is only requesting 53 rooms from the Hotel Density Reserve. As such, the
proposed density is 128.98 rooms/acre, which is less than the maximum permissible established
in Beach by Design for projects that have acquired units from the Hotel Density Reserve.
Impervious Surface Ratio(ISR� Pursuant to the Countywide Land Rules and CDC Section 2-
801.1, the maximum allowable ISR for properties with a designation of Resort Facilities High is
0.95. The overall proposed ISR is 0.938, based on only that area zoned T District, which is
consistent with the Code provisions. It is noted that the 0.17 acre zoned LMDR District is
proposed as a retention pond and open space, with no impervious surfaces.
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 overnight accommodations
can range between 10,000 — 20,000 square feet. The lot area for that portion of the subject
property zoned T District is 28,733 square feet. The eastern 7,404 square feet of the subject
property is zoned LMDR District. Pursuant to the same Table, the minimum lot width for
overnight accommodations can range between 100 — 150 feet. The lot width along Devon Drive
is approximately 175 feet. The proposal exceeds these Code provisions.
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 overnight accommodations uses can
range between 0 — 15 feet, while the minimum side setback can range between 0 — 10 feet and
the minimum rear setback can range between 0 — 20 feet. The proposal includes a front (south)
setback of 6.2 feet (to building) and 8.5 feet (to pavement), a side (west) setback of five feet (to
building) and zero feet (to sidewalk) and a rear (north) setback of 18.5 feet (to building) and zero
feet (to patio decking). The main portion of the building is set back a minimum of 17.3 feet at the
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southeast corner of the building, with only a porte cochere located at a front setback of 6.2 feet
(to the supporting columns). The pavement for the hotel drop -off is proposed to be set back 8.5
feet. For a point of comparison, the proposed hotel directly west of this site was approved with a
front setback (to building) of five feet (to both Devon Drive and Coronado Drive, as the adjacent
site is a corner lot). This proposal includes a side (west) setback of five feet (to building) and
zero feet (to sidewalk). It is noted that Building Code provisions for required egress routes be a
paved surface and, in this case, the egress route is from the stairwell at the northwest corner of
the building out to the public sidewalk. This is the reason the sidewalk is located at a zero side
setback. For a point of comparison, the proposed hotel directly west of this site was approved
with a side setback to the same common property line of this site of 2.5 feet (to building) for only
the first four floors of the parking garage for two building bump -outs designed to break up the linear
fagade on the east side of the building, while the protruding columns from the face of the wall are
set back a minimum of 6.1 feet and the majority of the east wall of that building is set back
approximately 7.3 feet from this common property line. The proposal includes a rear (north)
setback of 18.5 feet (to building) and zero feet (to patio decking). For a point of comparison, the
proposed hotel directly west of this site was approved with a setback to the north property line of
19.29 feet (to building) and zero feet (to pool deck). It is noted that there are no proposed setback
reductions on the east side of the property. The pool and pool deck, as well as other hardscape
surfaces, are located at the edge of the T District boundary line and the balance of the property
(zoned LMDR District) on the east side of the property will be developed with a retention pond
and open space. Unit balconies are contained within the main structure, except on the east side of
the building where the balconies cantilever 1.33 feet from the main building structure. The
proposed setbacks to the building and to other structures are not out of scale of the newer hotels
that have been approved and/or constructed on Clearwater Beach.
Maximum Building- Height-, 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 overnight accommodation uses
can range between 35 — 100 feet. The proposed building is 75.25 feet in height from Base Flood
Elevation (BFE) to the flat roof, which is below the Code maximum. This site is located within
the Small Motel character district of Beach by Design, which does not prescribe any maximum
heights for this area. Good planning practice is to transition building heights from a compatibility
standpoint. The Kirin Grande hotel project (100 Coronado Drive) on the west side of Coronado
Drive has been approved at a building height of 150 feet (to top of roof deck). The Pier House 60
overnight accommodation project adjacent to the west at 101 Coronado Drive has a building
height of 89 -feet (to top of roof deck). The detached dwellings on Devon Drive to the south of
this site are zoned LMDR District, where the maximum building height is 30 feet. The proposed
building height for this project transitions building height from the highest on the west side of
Coronado Drive to the detached dwellings to the south of this site.
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
overnight accommodations can range between 1.0 — 1.2 parking spaces per room, or a minimum
of 102 required spaces. The parking garage for this hotel includes a total of 93 parking spaces
(1.09 per room). A Parking Reduction Study has been submitted as part of the application
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material, which has analyzed the parking demand against the proposed parking supply. This
study concludes that adequate parking will be available on -site to service the proposed use for
guests and employees. Forty percent (40 %) of the employees are presumed to need to park on-
site. From an amenities standpoint accessory to the hotel, the proposal includes a
restaurant/lounge on the first floor of 4,365 square feet, a fitness center of 1,207 square feet on
the fifth floor, a meeting room of 1,207 square feet on the sixth floor and a banquet room of
1,207 square feet on the seventh floor, or a total of 7,956 square feet (9.91% of the gross floor
area of the hotel). With such minimal amenities, the provided parking appears adequate for
guests and employees.
The primary driveway on Devon Drive providing access to the parking garage is proposed on the
western portion of the south side of the building. A proposed driveway on the east side of the
property, which lines up with Hamden Drive, will provide access to the drop -off porte cochere
and to the staging area for the solid waste dumpsters. A sidewalk will be constructed along the
frontage of Devon Drive where no sidewalk presently exists, increasing pedestrian safety along
Devon Drive.
Mechanical Equip ment: 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 Devon 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 Devon Drive right -of -way, will need to
be maintained to meet the Code requirements. Pursuant to CDC Section 3- 904.13, 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 hotel will be
installed underground on -site in compliance with this requirement. 'There exist overhead utility
lines within the right- of-way along the north side of Devon Drive that will need to be
undergrounded, consistent with the approved hotel adjacently west at 101 Coronado Drive with
similar circumstances of overhead utilities in the Devon Drive right -of -way. It is unknown of the
location of proposed electric panels, boxes and meters for this hotel. If located exterior to the
building, this electrical equipment should be painted the same color as the building to ensure
views are minimized. The location and potential views of such electrical equipment will be
addressed at the building permit stage.
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' Clearwate PLANNING & DEVELOPMENT
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Landsca in : Pursuant to CDC Section 3- 1202.D, 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 Devon Drive, as the majority of the foundation planting
area is located between the drop -off driveway and the front property line (8.5 -foot width). There is
additional foundation planting area adjacent to the building west of the porte cochere and within a
large planting area on the west side of the western driveway. The site will be planted with various
palm trees (pindo, Mediterranean fan and Senegal date), shrubs (bird of paradise, firebush and
Croton) and ground covers (lily, cardboard fern, liriope, lantana, beach sunflower and
philodendron). Landscaping assists with softening and reducing building massing to both
pedestrians and motorists. Since the sidewalk planned in the Devon Drive right -of -way will be
adjacent to the street curb, landscaping is also planned within the right -of -way of Devon Drive,
which will require a Right -of -Way Use Permit.
Solid Waste: A dumpster enclosure is proposed at the southeast corner of the building. Hotel
housekeeping staff will remove trash from hotel units. The trash staging area is located outside of
the trash enclosure. On trash days, hotel employees will place the dumpster(s) outside the
building in the trash staging area for truck pickup. After dumping, hotel employees will roll the
dumpster(s) back inside the trash enclosure out of view. The proposal has been found to be
acceptable by the City's Solid Waste Department.
5ignag_e: 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 six feet. 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 5,004 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
hotel building footprint is approximately 16,573 square feet. The project's overall horizontal
plane dimensions are approximately 125 feet along Hamden Drive and 134 feet deep
(north/south plane), while the vertical plane is 75.25 feet from grade to the top of the flat roof.
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 79.67 feet
along the western portion of the north facade of the building. 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.
Code Enforcement Analysis: There are no active Code Compliance cases for the subject
property.
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' 1 l 4 ��"�7�34 PLANNING &DEVELOPMENT
C fT a Level II Flexible Development Application Review DEVELOPMENT REVIEW DIVISION
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 Includes 53 unitsirooms ailocated from the Hotel Density Reserve pursuant to Beach by Design and is based on only the land area vaned
Tourist (7) District
2 Based on only the land area zoned Tourist (7) District
3 See analysis in Staff Report
4 Based on Parking Reduction Study; See analysts in Staff Report
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Standard
Proposed
Consistent
Inconsistent
Density
50 rooms per acre
85 rooms
X
(128.98 rooms per acre)'
Impervious Surface
0.95
0.938
X2
Ratio
Minimum Lot Area
NIA
36,137 sf total (28,733 sf zoned T
X3
District & 7,404 sf zoned LMDR
District)
Minimum Lot Width
NIA
174.94 feet
X
Minimum Setbacks
Front: NIA
6.2 feet (to building) and 8.5 feet (to
X.3
pavement)
Side: NIA
West: Five feet (to building) and
X3
zero feet (to sidewalk)
Rear: NIA
18.5 feet (to building) and zero feet
X3
(to patio decking)
Maximum Height
NIA
75.25 feet (from BFE to flat roof)
X3
Minimum
NIA
93 parking spaces
X4
Off- Street Parkin
1 Includes 53 unitsirooms ailocated from the Hotel Density Reserve pursuant to Beach by Design and is based on only the land area vaned
Tourist (7) District
2 Based on only the land area zoned Tourist (7) District
3 See analysis in Staff Report
4 Based on Parking Reduction Study; See analysts in Staff Report
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COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the
consistency of the development proposal with the Flexibility criteria as per CDC Section 2-
803.D (Comprehensive Infill Redevelopment Project):
Consistent [ Inconsistent
1. The development or redevelopment is otherwise impractical without deviations from
X
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 proposed
X
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 its 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.
b. Flexibility with regard to use, lot width, required setbacks, height and off - street
XI
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, fallings, 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.
See analysis in StaffReport.
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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:
I See analysis in Sraf'Repora.
SUMMARY AND RECOlNMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials
at its meetings of April 04, 2013, 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 total 0.829 acre parcel is located on the north side of Devon Drive, approximately 150
feet east of Coronado Drive;
2. The majority of the subject property (0.659 acre) is zoned T District, but the eastern portion
(0.17 acre) of the subject property north of the adjacent detached dwelling at 94 Devon Drive
is zoned LMDR District and is not part of Beach by Design;
3. The proposal is to construct an 85 -unit overnight accommodation use at a density of 128.98
rooms /acre, which includes the allocation of 53 units from the Hotel Density Reserve under
Beach by Design, totally within the area zoned T District (only a retention pond and open
space is proposed within the area zoned LMDR District);
4. A companion amended Development Agreement (DVA20 10-0 800 1 A) that must be approved
by City Council is also on this CDB agenda, providing for the allocation of the 53 units from
the Hotel Density Reserve;
5. The proposal also includes approximately 7,986 square feet of accessory uses to the hotel
(restaurant/lounge, fitness center, meeting room and banquet room), which represents
approximately 9.91 percent of the gross floor area of the hotel;
6. The hotel is proposed at a height of 75.25 feet from the Base Flood Elevation (BFE) to the
roof deck;
7. The proposed 75.25 -foot building height transitions building height from the highest on the
west side of Coronado Drive (Kirin Grande at 100 Coronado Drive — 150 -foot height), to the
Community Development Board — May 21, 2013
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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 ofoperation im acts on adjacent properties.
I See analysis in Sraf'Repora.
SUMMARY AND RECOlNMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials
at its meetings of April 04, 2013, 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 total 0.829 acre parcel is located on the north side of Devon Drive, approximately 150
feet east of Coronado Drive;
2. The majority of the subject property (0.659 acre) is zoned T District, but the eastern portion
(0.17 acre) of the subject property north of the adjacent detached dwelling at 94 Devon Drive
is zoned LMDR District and is not part of Beach by Design;
3. The proposal is to construct an 85 -unit overnight accommodation use at a density of 128.98
rooms /acre, which includes the allocation of 53 units from the Hotel Density Reserve under
Beach by Design, totally within the area zoned T District (only a retention pond and open
space is proposed within the area zoned LMDR District);
4. A companion amended Development Agreement (DVA20 10-0 800 1 A) that must be approved
by City Council is also on this CDB agenda, providing for the allocation of the 53 units from
the Hotel Density Reserve;
5. The proposal also includes approximately 7,986 square feet of accessory uses to the hotel
(restaurant/lounge, fitness center, meeting room and banquet room), which represents
approximately 9.91 percent of the gross floor area of the hotel;
6. The hotel is proposed at a height of 75.25 feet from the Base Flood Elevation (BFE) to the
roof deck;
7. The proposed 75.25 -foot building height transitions building height from the highest on the
west side of Coronado Drive (Kirin Grande at 100 Coronado Drive — 150 -foot height), to the
Community Development Board — May 21, 2013
FLD2013 -02407 —Page 9 of 11
_ Development "MTs & DEVELOPMENT Cl�attTLevel II Flexible A PP liication Review n�V nLopnrE T REVIEW DIVISION
property adjacently west (Holiday Inn Express /Hampton Inn at 101 Coronado Drive — 89 -foot
height) to the detached dwellings to the south of this site (30 -foot maximum height);
8. The ground through third floors of this hotel. on this subject property provide a total of 93
parking spaces;
9. The proposal includes setback reductions from all property lines, except the east side of the
property zoned LMDR District;
10. The proposal includes a front (south) setback of 6.2 feet (to building) and 8.5 feet (to
pavement), a side (west) setback of five feet (to building) and zero feet (to sidewalk) and a
rear (north) setback of 18.5 feet (to building) and zero feet (to patio decking); and
11. 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.D of the Community Development Code;
3. 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; and
4. 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 an 85 -unit overnight accommodation use
(hotel) in the Tourist (T) District with a total lot area of 36,137 square feet (0.829 acre) (28,733
square feet [0.659 acre] zoned Tourist District and 7,404 square feet [0.17 acre] zoned Low
Medium Density Residential District), a lot width of 174.94 feet, a front (south) setback of 6.2
feet (to building) and 8.5 feet (to pavement), a side (west) setback of five feet (to building) and
zero feet (to sidewalk), a rear (north) setback of 18.5 feet (to building), a building height of 75.25
feet (to top of roof deck) and 93 parking spaces, as a Comprehensive Infill Redevelopment
Project under the provisions of CDC Section 2- 803.D, and approval of a two -year development
order; and (2) increase the permitted density by the allocation of 53 overnight accommodation
units from the Hotel Density Reserve created pursuant to Beach by Design. (Related to
DVA2010 -08001 A), with the following conditions:
Conditions of Approval.
1. That approval of this Flexible Development case is subject to the approval of a Development
Agreement with the City (Case DVA2010 -08001 A);
2. That application for a building permit to construct the approved project be submitted no later
than May 21, 2014, unless time extensions are granted pursuant to CDC Section 4 -407;
3. That the final design and color of the building be consistent with the elevations approved by
the CDB;
4. 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 six feet;
5. That the books and records pertaining to use of each hotel room be open for inspection by
authorized representatives of the City, upon reasonable notice, in order to confirm
Community Development Board — May 21, 2013
FLD2013 -02007 —Page 10 of 11
PLANNTNG rT DEVELOPMENT Clanate Level 11 Flexible Devefo went Application Review ��VELOrME rr
xEVMw oIvisInn
compliance with the Hotel Density Reserve criteria of Beach by Design as allowed by
general law;
6. That, prior to issuance of a Certificate of Occupancy, a hurricane evacuation plan for the
hotel and accessory docks be submitted and approved by the City for all guests of the hotel;
7. That, prior to the issuance of any permits, an easement be obtained to retain the existing four -
foot high wall along the west property line that extends onto the adjoining parcel;
8. That, prior to the issuance of the building permit, plans be revised to show mirrors and/or
other devices to aid motorists with blind spots in the parking garage;
9. That, prior to the issuance of the building permit, balconies for the President/Bridal Suites be
shown on the floor plans, ensuring a maximum building plane on the north side of 100 feet
before there is a minimum five -foot deviation;
10. That, prior to the issuance of the Certificate of Occupancy, existing overhead utility lines
within the right -of -way along the north side of Devon Drive be placed underground;
11. That site lighting and pedestrian area bollard lighting be shown on plans prior to the issuance
of the building permit;
12. 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 Devon Drive, be painted the same color as the building;
13. That use of the docks be for exclusive use for the mooring of boats by guests of this hotel and
that the docks are not permitted to be rented, leased or sold separately from use by guests of
this hotel;
14. That, prior to the issuance of any permits, provide a copy of a submerged land lease, if
required;
15. That, prior to the issuance of any permits, a Right -of -Way Use Permit be obtained to permit
landscaping plants within the Devon Drive right -of -way;
16. That all Parks and Recreation fees and any applicable Public Art and Design Impact Fee be
paid prior to the issuance of any permits; and
17. That, prior to the issuance of any permit, all requirements of the General Engineering, Traffic
Engineering and Fire Departments be addressed.
Prepared by Planning and Development Department Staff. ,/t�
,/,,'/'Matt Jackson, Planner III
ATTACHMENTS: Existing Surrounding Uses Map and Photographs of Site and vicinity
Community Development Board — May 21, 2013
FLD2013 -02007 — Page 11 of i 1
View looking north at the subject property.
View from the subject property looking southwest.
View looking NW at accessory docks on north side of
subject property (City Marina in background)
View looking northwest at the subject property and the
adjacent hotel.
View looking NE at east side of subject property (east
portion zoned LMDR District)
View looking east of the subject property.
40 Devon Drive
Case FLD2013 -02007
Matthew Jackson
100 South Myrtle Avenue
Clearwater, Florida 33756
(727) 562 -4504
inatthew .iackson(i�myclearwater.com
PROFESSIONAL EXPERIENCE
❑ Planner III February 2013 to present
City of Clearwater, Clearwater, Florida
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, and making presentations to various City Boards and Committees.
❑ Planner II
City Q, f'Clearwater, Clearwater, Florida May 2011 to February 2013
October 2008 to June 2010
Regulate growth and development of the City in accordance with land resource ordinances and
regulations related to community development. Landscape plan review including. conceptual, and
variance. Reviews and analyzes site plans and conducts field studies to determine the integrity of
development plans and their compatibility with surroundings. Interdepartmental and zoning
assistance. Respond as a City representative to citizens, City officials, and businesses concerning
ordinances and regulations. Make recommendations and presentations at staff level at various review
committees, boards, and meetings.
❑ Planner I
Calvin-Giordano and Associates, Fort Lauderdale, Florida May 2005 to December 2007
Project manager for various development applications such as plat, site plan, rezoning and variances.
In -depth government agency, in -house and client coordination to ensure that the projects maintained
submittal schedules stayed within budget constraints and attained approval. Schedule and lead
project kick -off meetings, ensure municipal project conditions were resolved, produce: supporting
documents and make site visits as well. Research and prepare due diligence reports including subject
matter such as zoning, land uses, densities, available public utilities and land development costs.
Member of emergency mitigation committee formed to prepare and mitigate for natural or man -made
disasters affecting Calvin, Giordano and Associates and local municipalities.
❑ Manager
Church Street Entertainment, Orlando, Florida September 1999 to February 2004
Supervised and managed daytime and nighttime operations of a bar and nightclub entertainment
complex including 100+ staff. Conducted hiring and training operations including security and
inventory control. Managed and reconciled nightly gross revenues as well as preparing and
delivering deposits. Assisted in taking inventory and preparing weekly inventory orders, marketing
and special events.
❑ Linguist
US Army, Fort Campbell, KY Octoher 1991 to October 1995
Maintain fluency in the Arabic language and knowledge of customs and culture as well as military
readiness for possible deployments or training operations. Co- managed intelligence gathering
operation in Haiti including coordination between multiple Special Forces units and civilian
authorities. Interpreter between U.S. and Egyptian soldiers during training exercises. Liaison
between Special Forces battalions to coordinate certification training.
EDUCATION
❑ Master of Arts, Urban and Regional Planning, Florida Atlantic University, 2007
❑ Bachelor of Arts, Urban and Regional Planning, Rollins College, 2004
TRAFFIC IMPACT STUDY
FOR
SEA CAPTAIN RESORT ON THE BAY
#40 DEVON DRIVE
CLEARWATER, FLORIDA
PREPARED FOR:
SEA CAPTAIN RESORT ON THE BAY
PREPARED BY:
GULF COAST CONSULTING, 1NC.
APRIL 2013
PROJECT# 13-018
R���'���
� - '� APR 2 6 2Q�3
l� �
Robert Pergolizzi I �/PTP
AICP #9023 /PTP 133 PLANNING & DEVELOPMER�T
40 DEVON DR
FLD2013-02007
1
Sea Captain
Zoning:Tourist Atlas#:276A
I. INTRODUCTION
The applicant is proposing to redevelop their property on Clearwater Beach into
an 85 room resort hotel. (See Figure 1) The proposal is for complete
redevelopment with the new hotel to be constructed where there is currently a 32
room 2-story Sea Captain motel at #40 Devon Drive. The redevelopment of the
property is the subject of a Comprehensive Infill Redevelopment in the Tourist
"T" zoning district. This application requires an assessinent of the traffic impacts
of development. Prior to completing this analysis a methodology was established
with the City of Clearwater staff.
II. EXISTING TRAFFIC CONDITIONS
The property has frontage on Devon Drive between Coronado Drive and Hamden
Drive. South Gulfview Boulevard was reconstructed as a two-lane collector
roadway with on-street parking running along Clearwater Beach. Coronado Drive
was reconstructed as a three-lane collector roadway with on-street parking.
Hamden Drive intersects with S. Gulfview Boulevard at a signalized intersection.
The segment of S. Gulfview Boulevard between Hamden Drive and the
Clearwater Pass Bridge is three lanes. Per the approved methodology traffic
counts that were conducted on June 21, 2012 at the following intersections during
the weekday PM peak period of 4-6 PM were used s a basis for this study:
S. Gulfview Blvd. /Hamden Drive
S. Gulfview Blvd. / Coronado Drive
Coronado Drive/Hamden Drive
These were supplemented by a traffic count at the existing site driveway at Devon
Drive and Hamden Drive in Apri12Q13..
All traffic counts were converted to annual average equivalents using FDOT
seasonal adjustment factors. Existing traffic volumes are shown in Figure 2.
Existing intersections were analyzed using the HCS+ and SYNCHRO software.
The count data, HCS+ and SYNCHRO printouts are included in Appendix A.
Presently the signalized intersection at S. Gulfview Boulevard / Coronado Drive
operates at LOS A with average delay being 6.6 seconds per vehicle and an
intersection capacity utilization(ICU) of 42.5%.
Presently the signalized intersection at S. Gulfview Boulevard / Hamden Drive
operates at LOS A with average delay being 5.7 seconds per vehicle with ICU of
41.8%.
1
PROJECT
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At the intersection of Hamden Drive / Coronado Drive the primary movements
are eastbound-to-southbound and northbound-to-westbound, whereas the
southbound approach (Hamden Drive) is stop controlled. The HCS+ analysis
shows the primary movements operate at LOS A with delay of 8.2 seconds per
vehicle and the southbound stop-controlled movements operate at LOS C with
delay of 16.6 seconds per vehicle.
At the existing site driveway, the driveway (southbound approach) is stop
controlled and Hamden Drive/Devon Drive is the through road that curves at the
site driveway. All movements currently operate at LOS A with minimal delay.
South Gulfview Boulevard functions as collector roadway and according to
FDOT 2009 QLOS Handbook capacity tables has a LOS D capacity of 1,440
vehicles per hour on the undivided segment. The segment of Gulfview Boulevard
east of Hamden Drive and Coronado Drive are both three-lane collector roads
with a LOS D capacity of 1,520 vehicles per hour. The existing PM peak hour
LOS for areas roadway segments is shown below:
EXISTING ROADWAY CONDITIONS (2013)
PM Peak LOS D
Roadwav Se�nent Lanes Volume Capacity LOS
S. Gulfview(E. of Bayway) 3-lanes 878 1520 B
S. Gulfview(Bywy-Hmdn) 3-lanes 1080 1520 C
S. Gulview(Hamden-5�') 2LU 493 1440 B
S. Gulfview (Sth—Coronado)2LU 611 1440 B
Coronado (Hamden—5�`) 2LD 650 1520 B
Coronado (Devon Dr- S. Gulfview) 2LD 967 1520 C
Coronado (Gulfview to Roundabout) 4LD 1556 2900 C
Hamden(S. Gulfview-Coronado) 2LD 732 1520_ B
Hamden(Coronado - Site) 2LU 114 1040 B
Presently all roadway segments operate at LOS C or better.
III. FUTURE TRAFFIC CONDITIONS
Existing traffic was adjusted by a 2% annual growth rate to the expected build-out
year of 2017 to account for background traffic from other nearby redevelopment
projects. In addition traffic from the proposed Clearwater Resort hotel complex
was added, traffic from the proposed Hampton Inn at #655 Gulfview was added,
and traffic from the proposed Clearwater Beach Resort hotel at the corner of S.
Gulfview and Coronado was added as background traffic. Background traffic
volumes are shown in Figure 3.
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The site will be developed as an 85 room resort hotel with associated parking and
amenities. Using Institute of Transportation Engineers (ITE) Trip Generation, 9'�
Edition rates, the amount of new trips was calculated and estimates are shown
below:
TRIP GENERATION ESTIMATES
Land Use Amount Dailv Trips PM Peak Trips
Resort Hotel 85 Rooms 694 42 (18/24)
The vehicular access will be taken from Devon Drive at the existing eastern
driveway. Project traffic was distributed to the roadways based on the following
percentages, and is shown in Figure 4.
60%to /from the north(25)
40%to/from the south(17)
PROJECT IMPACT CALCULATIONS
Project
Road Seement Lanes Project Trips Capacity Percent
S. Gulfview(E.of—Hamden) 3-lanes 17 1520 1.12%
Coronado(Devon—S.Gulfview) 2LD 25 1520 1.64%
Coronado(Gulfview—Roundabout) 4LD 25 2900 0.86%
Hamden (Gulfview—Coronado) 2LD 17 1520 1.12%
Project traffic impacts will be primarily to Coronado Drive and Hamden Drive.
All intersections, roadway segments and project driveways were analyzed for
future conditions. Future traffic volumes are shown in Figure 5, and the
SYNCHRO and HCS+printouts are included in Appendix B.
The signalized intersection at S. Gulfview Boulevard / Coronado Drive would
continue to operate at LOS A with average delay of 7.0 seconds per vehicle and
an intersection capacity utilization(ICU) of 52.9%.
The signalized intersection at S. Gulfview Boulevard / Hamden Drive would
continue to operate at LOS A with average delay being 6.9 seconds per vehicle
with ICU of 47.2%.
At the intersection of Hamden Drive/ Coronado Drive, the HCS+ analysis shows
the primary movements operate at LOS A with delay of 8.6 seconds per vehicle
and the southbound stop-controlled movements operate at LOS D with delay of
27.3 seconds per vehicle.
At the proj ect driveway to Devon Drive, the westbound left turns entering the site
would operate at LOS A with average delay of 7.6 seconds per vehicle, and the
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southbound approach exiting the site would operate at LOS A with average delay
of 9.7 seconds per vehicle.
FUTURE ROADWAY CONDITIONS WITH PROJECT
PM Peak LOS D
Roadwav SeQrnent Lanes Volume Capacity LOS
S. Gulfview(E of Bayway) 3-lanes 1191 1520 C
S. Gulfview(Bywy- Hmdn) 3-lanes 1404 1520 C
S. Gulview (Hamden-5�') 2LU 557 1440 B
S. Gulfview(Sth—Coronado)2LU 705 1440 B
Coronado (Hamden—Sth) 2LD 840 1520 B
Coronado (Devon. - Gulfview) 2LD 1450 1520 D
Coronado (Gulfview to Roundabout) 4LD 2133 2900 C
Hamden(S. Gulfview-Coronado) 2LD 1008 1520 C
Hamden (Coronado— Site) 2LU 252 1040 B
All roadway segments would continue to operate at LOS D or better. With
background traffic from other nearby projects and the proposed Sea Captain
redevelopment, operations on the segment of Coronado Drive between Devon
Drive and S. Gulfview Boulevard would drop from LOS C to LOS D which is
acceptable.
IV. CONCLUSION
This analysis was conducted in accordance with a specific methodology
established with City of Clearwater staff..The_project.will generat� 6�4 da,ily trips .
and 42 PM peak hour trips. This analysis demonstrates traffic operations at nearby
intersections and on adjacent roadways would continue at acceptable levels of
service with or without the project impacts.
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APPENDIX A
Robert Pergolizzi
From: Himanshu.Patni@MyClearwater.com
Sent: Wednesday,April 10, 2013 1124 AM
To: Robert Pergolizzi
Cc: fowlerarch@aol.com; Bennett.Elbo@myClearwater.com
Subject: RE: Sea Captain -Traffic Analysis
Okay. Please include site access driveways as well.
From: Robert Pergolizzi [mailto:pergoC�gulfcoastconsultinginc.com]
Sent: Tuesday, April 09, 2013 12:29 PM
To: Patni, Himanshu
Cc: fowlerarch@aol.com
Subject: Sea Captain -Traffic Analysis
Himanshu—This correspondence is to confirm the telephone conversation we had today regarding the redevelopment
of the Sea Captain motel into an 85 room resort hotel at#40 Devon Drive.
GCC will conduct a Traffic Impact Study for the proposed 85 room hotel. Existing conditions for the following
intersections will be based on the PM peak period (4-6PM) intersection counts conducted for the Clearwater Resort in
June2012.
S. Gulfview/Coronado (signal)
S. Gulfview/ Hamden (Signal)
Hamden/Coronado (Y-intersection with stop sign)
Adjacent roadways will be analyzed for existing conditions.
Future conditions will consider"total traffic" from the Hampton Inn Traffic Impact Study as background traffic for this
project.That report had considered a2% background growth rate,the Clearwater Resort 500 room hotel, and expected
traffic from the proposed Hampton Inn.The trip generation from the proposed Sea Captain will be estimated using ITE
trip generation rates and added to the accumulated background traffie to-estimate future�cor�ditions-with the proposed
Sea Captain.A Traffic Impact Study will be submitted with the application.
Robert Pergolizzi,AICP PTP
Gulf Coast Consulting, Inc.
13825 ICOT Boulevard, Suite 605
Clearwater, FL 33760
Phone: 727-524-1818
Fax: 727-524-6090
Cel I:727-644-2695
Email: per�o@�ulfcoastconsultin�inc.com
�
2011 Peak Season Eactor Category Report - Report Type: ALL _
Category: 1500 PINELLAS COUNTYWIDE
MOCF: 0.92
Week Dates SF PSCF
-------------------------------------- - - -
1 01/O1/2011 - O1/O1/2011 1.06 1.15
2 01/02/2011 - 01/08/2011 1.05 1.14
3 O1/09/2011 - O1/15/2011 1.04 1.12
4 01/16/2011 - 01/22/2011 1.01 1.09
5 01/23/2011 - O1/29/2011 0.99 1.07
6 O1/30/2011 - 02/OS/2011 0.97 1.05
* 7 02/06/2011 - 02/12/2011 0.95 1.03
* 8 02/13/2011 - 02/19/2011 0.93 1.01
* 9 02/20/2011 - 02/26/2011 0.92 1.00
*10 02/27/2011 - 03/OS/2011 0.91 0.98
*11 03/06/2011 - 03/12/2011 0.90 0.97
*12 03/13/2011 - 03/19/2011 0.90 0.97
*13 03/20/2011 - 03/26/2011 0.90 0.97
*14 03/27/2011 - 04/02/2011 0.91 0.96
*15 04/03/2011 - 04/09/2011 0.92 1.00
*16 04/10/2011 - 04/16/2011 0.93 1.01
*17 04/17/2011 - 04/23/2011 0.94 1.02 •
*16 04/24/2011 - 04/30/2011 0.95 1.03
*19 05/O1/2011 - OS/07/2011 0.96 1.04
20 OS/OB/2011 - OS/14/2011 0.97 1.05
21 OS/15/2011 - OS/21/2011 0.99 1.07
22 OS/22/2011 - O5/26/2011 0.99 1.07
23 OS/29/2011 - 06/04/2011 0.99 1.07
24 06/OS/2011 - 06/11/2011 1.00 1.06 -
25 06/12/2011 - 06/18/2011 1.OQ 1.08
26 06/19/2011 - 06/25/2011 .O1 1.09 ,
27 06/26/2011 - 07/02/2011 1.01 1.09
28 07/03/2011 - 07/09/2011 1.01 1.09
29 07/10/2011 - 07/16/2011 1.02 1.10
30 07/17/2011 - 07/23/2011 1.03 1.11
31 07/24/2011 - 07/30/2011 1.03 1.11
32 07/31/2011 - 08/06/2011 1.04 1.12
33 08/07/2011 - 08/13/2011 1.05 1.14
34 OB/14/2011 - OS/20/2011 1.06 1.15
35 08/21/2011 - 08/27/2011 1.06 1.15
36 06/28/2011 - 09/03/2011 1.07 1.16
37 09/04/2011 - 09/10/2011 1.07 1.16 �
38 09/11/2011 - 09/17/2011 1.08 1.17
39 09/18/2011 - 09/24/2011 1.07 1.16
40 09/25/2011 - 10/O1/2011 1.06 1.15
41 10/02/2011 - 10/OB/2011 1.05 1.14
42 10/09/2011 - 10/15/2011 1.04. 1.12
43 10/16/2011 - 10/22/2011 1.04 1.12 j M L c� �`W c�-�
44 10/23/2011 - 10/29/2011 1.05 1.14
45 10/30/2011 - 11/O5/2011 1.05 1.14
46 11/06/2011 - 11/12/2011 1.05 1.14
47 11/13/2011 - 11/19/2011 1.05 1.14
48 I1/20/2011 - 11/26/2011 1.05 1.14
49 11/27/2011 - 12/03/2011 1.05 1.14
50 12/04/2011 - 12/10/2011 1.06 1.15
51 12/11/2011 - 12/17/2011 1.06 1.15
52 12/18/2011 - 12/24/2011 1.05 1_14
53 12/25/2011 - 12/31/2011 1.04 1.12
* Peak Season
Page 1 of 2
Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume
LOCATION: Coronado Dr--S Gulfview Blvd QC JOB#: 10778501
CITY/STATE: Clearwater Beach FL DATE:Thu Jun 21 2012
�3a 783 Peak-Hour:4:45 PM--5:45 PM o.s i.o
� � * � Peak 15-Min: 5:30 PM--5:45 PM t- t
319 439 0
1.9 0.2 0.0
.� i� 4
319�.275,t �, �f. 0 � a �
t.9 t�2.5 t r� L o.o f� a.D
o .► 0.91 F o ^+y�
o.o � �'iM�`,� o.o
zes.►i� � � o� o ``:��;'�`".
h 4 f' 2A �O.D 'i� '? t o.0�► 0.0
h t r"
0 508 D 0.0 0.2 0.0
� a t � �LI��.�"�� ��t�kl�'�'�
a5o soa -r..,�ra::s�.�;�;.,-i�r�r rJa�a � a t �
c���.���'���,,, ._t:�1�,°__ o.z o.z _
J � � �J i 4 �
��y � � J i� i o
d ,
17 �i���.-�-�� 114 0 t '�-�'���"' 1� 0
�
� � JJ11 � ° ',� + �,� o
� 33 � � 0 2 0 �
� J i 4 � � � d t 4 �
« � �,� � « � TT � � - t
,,,�:�,.�_.
NA �R ^"�* f. NA NA �► �� f� NA
.. „ai,'., w
* � 4� � �F � ' r t
� a t t � � � t � �
�A NA
R•=RTOR
15-Min Count Coronado Dr Coronado Dr S Gulfview Blvd S Gulfview Blvd
Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly
Beginning At Left Thru Ri ht U R" Left Thru Ri ht U R" Left Thru Ri ht U R* Left Thru Ri ht U R" Total Tofals
4:00 PM D 122 0 0 0 D 115 B4 D 0 76 0 4 0 0 0 0 0 0 0 401
4:15 PM 0 121 D 0 0 0 94 68 0 0 61 0 1 0 0 D 0 0 0 0 345
4:30 PM 0 119 0 0 0 0 107 82 0 0 71 0 0 0 0 0 0 0 0 0 379
�+ 445PM' � 0 .. 106+ 0 ' 0 0 � 0 117 72 0; 0 60� I'i0�;,� 1 Oi 4 :' ���il� ��Ij;Oi � 0° 0 0� �360i�;ii�1485�:,
.: u, �o i i�� 7 I . � i il ' Iia Y. . � . ii
i 5 00 PM rt a 0 �130 a 0 � �0 �; �0 �A„�� 93 B6� OH �i 0 ��40���u 0,j � 0 .y ��0 ti x 1 ��M� 0 I� �.,,Oa, �' � �i�,vl��I D,� 350i t,1,434 i�
�'�i 5 15 PM�t 0 �122 � ..��0 ,Ou,i I�04 ���0 117 �:82 O�i � 0 92��,���0,..; ��2 .,;'0 ti �r 1 ;�1��0�1�i.��0 0 � 0 l� �_0� i 416�)��,��1505�,�„
4.Pc5.30='Pfi11B�.T��'_�.0��150�t'�6;��8'Ds°F���iO'?��A���r O�+Fr11Z��"��79��.x�'`O:xx�-'`0�xr83 .��.�O�r��,3?�263'g�E�':0;"�@�r'..O�r'��DyaV��R6��"0'���-�U,��s�G 0���?':IY�,�426�-'�1'S52 k
5:45 PM 0 111 0 0 0 0 107 60 0 0 69 0 6 0 0 0 0 0 0 0 353 1545
��� g.�l
�93
E���
���
E 9 —� �� �.
�
� Sl3
Peak 15-Min Northbound Southbound Eastbound Westbound
Flowrates Left Thru Ri ht U R* Left Thru RI ht U R* Left Thru Ri ht U R* Left Thru Ri ht U R• Total
All Vehfcles 0 600 0 0 0 0 448 316 0 0 332 0 S 0 0 0 - 0 0 0 0 1704
Heavy Trucks 0 0 0 0 0 4 4 0 0 0 0 0 8.
Pedestrians 16 0 12 1D4 132
Bicycles 0 1 0 0 0 0 0 0 0 , 0 D 0 1
Railroad.
Sto ed Buses
Commenfs:
Report generated on 6/26/2012 12:06 PM SOURCE:Quality Counts,LLC(http://www.qualitycounts.net)1-877-580-2212
Type of peak hour being reported:Intersection Peak Method for determining peak hour:Total Entering Volume
LOCATION: S Hamden Dr--S Gulfview Blvd QC JOB#: 10778505
CITY/STATE: Clearwater Beach FL DATE:Thu Jun 21 2012
sez 347 Peak-Hour:5:00 PM--6:00 PM
� a � � o.s o.s
zo 0 332 Peak 15-Min: 5:15 PM--5:30 PM � i t �
o.o o.o o.s
,� i 4
226 t•39 „}- !. 308 f.514 � i 4
22 1■0.0 ,t �:.. � 0.6{� 1.4
226�s 0.94: � 2D6 �,�fi
22 4 ��l�;,����' 4 2.4
265�i 0 Z r 0�F 558 ���
h t P t.9 t o.o z � C o.0� 1.4
h f r'
0 0 0 ����l�� ��,���'� o.o o.o a.o
� a t � - � . , .. � a t �
0 o r�:u,i.:,rc;r•:-.�,,ir�-; :r;�`.r
����t:���i°;r,.,, -='r,,,'"_=- o.o o.a
� BZ L� J J � 4 1�
� 0
o s �z
ryF m�
� ��.
�1 � ���M�� o � �' �r �' �. �
`�' � '�' �, � o -� r o
��� � �► + �
� 71 � �— � 0 0 0 �
J .� i 4 � � J .! i 4 I�
~ � t � � � > �r L
m.�4E[r..:
NA �R �"�" 1• NA NA 4 �� � NA
''xG�F'`" '�
�► i i' �► �'4 t f'`
� � q * � � NA �
R'=RTOR
15-Min Count S Hamden Dr S Hamden�r S Gulfview Blvd S Gulfview Bivd
Period (Northbound) (Southbound) (Eastbound) (VHestbound) To�� Hourly
Beginning At Left Thru Ri ht U R* Left Thru Ri ht U R* Left Thru Ri ht U R* Left Thru Ri ht U R* Totals
4:00 PM 0 0 0 0 0 76 D 6 0 1 4 54 0 0 0 0 48 46 0 26 263
4:15 PM 0 0 0 0 0 92 0 6 0 1 10 59 0 0 0 0 30 53 0 28 279
4:30 PM 0 0 0 0 0 61 0 3 0 0 10 45 0 0 D 0 71 58 0 35 303
4:45 PM 0 0 0 0 D 62 0 1 0 3 10 59 0 0 0 0 43 30 0 29 257 1102
�i 5 00'.:PM ':0 6 0 � ; D D� � 0 '77�� D ii,� � 2 " :''-.Oi�r 2"; � 9�`�i:56' + 0 y. 0�,`.�� 'D.�I ray�7 0 i I ;'.36� 33??°< 0'' :38,�r 2575 '11096
,,:5.16€P.Ma�A�xarc?�O,�w��:O�aza�`�.�°tc D94"�+�a;tl:D"�rS.�e O.:x:I1�'90`�.;ds�0',i�+��?5's�a.i 0�°5,��i�i�1�'�4 '°'fi2��9��...Otaia'�S�E.D" ID"�k.E�',�G'„°.A6'�3�56"`�u"�c34b+3�'�"'�E Os,'"n:."`°.:3H �300'i�ri�1�i 47.-
� 530PM 0 D' z 0 0 �� 0 i86� ' 0'� 1i2 `;D'� ir� 0�';:�+��1�x�"'�56 i0�i�:lli�'i"Or�� s10; �� D�li�!'.61�ti� 65a �O�ai�'20i1��3DD,'h y11�4
.,
5:45PM _ 0, 0 '` 0 � 'OI 0 ''79 0't 6 ' s0 2".� ' S.�1_51ti,� 0_. '�! D�: '0� D� I:'S1� 57?'. � D',.i'23 •274': ,1131:
SF� IAl
�'-° 33s
��� � �
z��--� ,���
��
Peak 15-Min Northbound Southbound Eastbound Westbound ToEal
Flowrates Left Thru Ri ht U R" Left Thru Ri hE U R* Left Thru Ri ht U R* Left Thru Ri ht U R*
All Vehicles 0 0 0 0 0 36D D 20 0 4 56 248 0 0 0 0 224 136 0 152 1200
Heavy Trucks D 0 0 B 0 0 0 B 0 0 B 4 26
Pedestrians 100 BO 20 0 200
8icycles 0 0 0 0 0 0 0 0 . 0 0 0 0 0
Railroad
_ . -
Sto ed Buses
Comments:
Report generated on 6/26/2012 12:06 PM SOURCE:Quality Counts,LLC(http:/lwww.qualitycounts.net)1-877-580-2212
Type of peak hour being reported: Intersection Peak Method for defermining peak hour:Total Entering Volume
LOCATION: S Hamden Dr--Coronado Dr QC JOB#: 10778504
CITY/STATE: Clearwater Beach FL DATE:Thu Jun 21 2012
31 63 Peak-Hour:4:00 PM--5:00 PM
� � �` � Peak 15-Min:4:15 PM--4:30 PM f �*
3 0 28
0.0 0.0 3.8
.+ i 4
294 1+4 ,t � 59 t+350 � t �`
z.4 f�o.o J L 1.7 f� 2.3
336•f 0.91., (■ 291 12 �► '!��?�"�p 2.4
340�Y 0 � F 0+► 364 .��+'h�
h t P t.2 �►0.0 � � 0.0� 1.4
h f !"
0 0 0
� i t � �4Jc?l�l� �t���'�� o.o o.o o.a
0 0 -��ra,,r�,r-r,,.ics,: :�a=,� � s t �
- _�,>�,��r�;��,�',; _=_r;:.ru_-- o.o o.o
� �� � � .� a a L�
I ��� � �,�,�
o s �� t s
0 k��,���' 1 B 1 �► ':;C JYYJ!:, 4 4
� � � � 0 �i C 0
� �'i * P
� 24 � � 0 0 0 �
� .� i �. � � � .i i t. �
�' � o, t �• � .t � t
NA �R ���' f� NA NA � •� « NA
�p.. w
* Z � �► � �
� a � r � � � t r �
NA NA
R•=RTOR
15-Min Count 5 Hamden Dr S Hamden Dr Coronado Dr Coronado Dr
Period (Northbound) (Southbound) (Eastbound) (Westbound) Hourly
Beginning At Left Thru Ri ht U R" Left Thru Ri ht U R* Left Thru Ri ht 11 R' Left Thru Ri ht U R* Tofal Totals
..4�:OCl;s?M�i, ,;'0;'. � 0.�,�7:�"i1 0+1� .0;`�4 0 �iJ��B �"O;r� ,1,SEd�:'O H 4r.0.,�'�:r 1�1��5�'�'�B2��MUJd.O�,�'���9'�1�D,;l'�y.;Ql "rw�410 ��iC'67.a�;10i$a`, O��:ti,w;i.0.� .<<169d° ;sss.��.�;;
*�.cFr4:1'Si;PM�,i:..OA.......,::0+x�.":O.::kao;'�;0':6e��E�.E;Oks..�:§i�ak'�;Ai"�c�','.IXtO�:°�;0`�.S�.�fO.�'siS3�Sn1R�i�§�if;96�e9�'�u'i.Ufi��'. 'u.�e:0,c�,:`4�._09'<��:76�t&3R�1i8�°�st.°�'°'w�il'.�"�.°�'0`��':1:99�1��` t i:
�,4.45 PM, I •'0'D 0, s 0 L�I 0';.�i �I 0 ��.i�7��,,� 0"� �. 2 . 4'D . 7 0 :�ry1 � ��BOi i i �D��'wv;r I pi�`'i 1�0':',� ���i�p I o�il�'�57�p� ��5�iji r,�D'����!.'.O�d y.162�'� �"'�721';
5:00 PM 0 0 0 0 0 7 0 1 0 -0 n 0 74 0 D 0 0 66 13 0 0 161 713
5:15 PM 0 0 0 0 0' 10 0 0 0 0 3 96 0 D 0 0 74 11 0 0 194 708
5:30 PM 0 0 0 0 0 5 0 0 0 0 1 83 D 0 0 0 87 9 0 0 185 702
5:45 PM 0 0 0 0 0 6 0 0 0 0 0 7B 0 0 0 0 73 11 0 D 166 708
�F=I,oi
3 ZS
4 J �
�
34�
� �G�
Z9�
Peak 15-Min Northbound Southbound Eastbound Westbound Total
Flowrates Left Thru Ri ht U R* Left Thru Ri ht U R* Left Thru Ri ht U R* Left Thru Ri ht U R*
All Vehicles D 0 0 0 0 32 0 0 0 0 4 384 0 0 D 0 304 72 0 0 796
Heavy Trucks 0 0 0 4 0 0 0 8 0 0 24 4 40
Pedestrians 28 20 - 0 20 68
Bicycles 0 0 0 0 0 D 0 0 0 0 b 2 2
Reilroad
Sto ed Buses
Comments:
Report generated on 6/26/2012 12:06 PM SOURCE:Qualify Counts,LLC(http://www.qualitycounts.net)1-877-580-2212
. Lanes, Volumes, Timings
3; 4/22I2013
� � � � ♦ �
P
Lane Configurations '�� �'�' '�'� �
Volume(vph) 278 11 ' 0 :513 '443 322 ',
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Storage Length(ft) 500 500 500 0
Storage Lanes 1 0 0 1
Taper Length(ft) ; 25 '25
Lane Util. Factor 0.97 0.95 0.95 0.95 0.95 1.00
Ped Bike:Factor ` 0.97 0.95 !
Frt 0.994 0.850
Flt Protected 0.954
Satd.Flow(prot) 3427 0 0 3539 3539 1583
Elt Permittetl 0.954
Satd.Flow(perm) 3322 0 0 3539 3539 1502
Right Turn on Red' No Yes i
Satd. Flow(RTOR) 354
Link Speed(mph) 20 25 : 25
Link Distance(ft) 331 260 350
Travel Time(sj 11'.3 7.1 9.5
Confl. Peds.(#/hr) 17 33 17
Peak Hour Factor 0.91 0.91 0.91 0.91 0.99 0.91 !,
Adj. Flow(vph) 305 12 0 564 487 354
__ _ __ _
_ _ _ _ _
Shared Lane Traffic(%)
Lane Group Flow(vph) 317 0 0 564 487 354
Enter Blocked Inte�section: No No No No No No '
Lane Alignment Left Right Left Left Left Right
Median Width(ft) ' 24 ' 0 0
Link Offset(ft) 0 0 0
_ _ _ _ _
Crosswalk Width(ft) 16 ' 16 16 '
Two way Left Turn Lane
_ ___ _ _ _ _ __ _ _
Headway Factor ' 1.00 1.00 1.00 1.00 "1.00 ' 1.00 :
Turning Speed(mph) 15 9 15 9
Number of Detectors 1 1 2 2 ! 1
Detector Template Left Left Thru Thru Right
__ __ _ _
Leading Detector'(ft) ;20 =20 100 ` 100 `. 20
Trailing Detector(ft) 0 0 0 0 0
_
Detector 1'Position(ft) `0 ' 0 ; 0 0 , 0
Detector 1 Size(ft) 20 20 6 6 20
Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex '
Detector 1 Channel
Detector 1 Extend(s) OA 0.0 0.0 OA OA
Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0
_ _ __ _
Detector 1 Delay(s) 0:0 OA 0.0 OA ; OA
Detector 2 Position(ft) 94 94
Detector 2 Size(ft)? 6 6
Detector 2 Type CI+Ex CI+Ex _ _
Detector 2 Channel
Detector 2 Extend(s) 0.0 0.0
Turn Type NA Perm NA ' NA Perm G
Protected Phases 4 2 6
Gulfview Coronado Existing 201312:00 pm 4/22/2013 Existing Synchro 8 Report
RP Page 1
. Lanes, Volumes, Timings
3; 4/22/2013
� � � I 1► �
Pe�mittetl Phases ' 2 6
_ ,
Detector Phase 4 2 2 6 6
Switch Phase
Minimum Initial(s) 4.0 4.0 4.0 4.0 4.0
Minimum Split(s) '; 20A 20.0 20.0 20.0 20.0
Total Split(s) 25.0 35.0 35.0 35.0 35.0
Total Split(%) 41.7% 58.3% 58�3% 58'.3% 58.3%
Maximum Green(s) 21.0 31.0 31.0 31 A 31.0
Yellow Time(s) 3.0 3.0 3.0 3A ', 3.0 ;
All-Red Time(s) 1.0 1.0 1.0 1.0 1.0
_ ___ _ _ _
_ _ _ _
Lost Time Atljust(s) 0:0 OA OA ' 0.0
Total Lost Time(s) 4A 4.0 4A 4A
Lead/Lag !
Lead-Lag Optimize?
_ __ ___ _ _ _ _ __ _ _ .
__ __ __ _ _ _ _ _ _ _ ___
Vehicle Extension(s) 3.0 `3.0 3.0 3.0 < 3,0
Recall Mode None Max Max Max Max
Walk Time'(s) 5.0 5.0 5.0 '5.0 ' 5.0 '
Flash Dont Walk(s) 11.0 11.0 19.0 11.0 11.0
__ __ _ _ _
Petlestrian Calls(#/hr) 0 0 " 0 ' 0 ' 0
Act Effct Green(s) 9.9 32.6 32.6 32.6
Actuated g/C Ratio': 0.20 0.65 0.65 0.65
v/c Ratio 0.47 0.25 0.21 0.32
_ _ _ _ _
_ __ . _ __ _
Control Delay 20.0 4.4 43 1.5
Queue Delay OA _OA `0.0 0.0
_. __ _ _ _ _ __
Total Delay 20.0 4.4 4.3 1.5
LOS B A A A
Approach Delay < 20,0 4.4 I 3.1
Approach LOS B A A
Area Type: Other
Cycle Length:60
Actuated Cycle Length:50.5
_ _
Natural Cycle:40 ',
Control Type:Semi Act-Uncoord
Maximum v/c Ratio:0.47
Intersection Signal Dela :6.6 Intersection OS:A
Intersection Capacity Utilization 25% ICU Level of Service A
Analysis Period(min) 15
Splits and Phases: 3:
,..,
a o2 � m4
, ..:, _
'� 06
�'��
Gulfview Coronado Existing 201312:00 pm 4/22/2013 Existing Synchro 8 Report
RP Page 2
, Lanes, Volumes, Timings
3: 4122I2013
� �. � � � �
Lane Configurations �"'� �' � �j�
Volume(vph� 39 228 206 311 335 ! 20
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Lane Util.Factor 0.951 0.95 1.00 1.00 0.97 0.95
__ _
Ped Bike Factor 0.99 0.80 1.00
Frt; 0.850 0:992
_
Flt Protected 0.993 0.955
Satd. Flow,(prot) ' 0' 3514 1863 1583 3415 0
Flt Permitted 0.897 0.955
Safd.Flow`(perm) ; 0 3129 1863 1273 3415 0
Right Turn on Red Yes Yes
Satd.Flow',(RTOR)!, 331 86
Link Speed(mph) 25 25 25
Link Distance(ft) ' 300 500 300
Travel Time(s) 8.2 13.6 8.2
Confl.Peds.(#/hr) ; 82' 82 ' 11
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj.Flow(vph) 41 243 219 331 356 ;, 21
Shared Lane Traffic(%)
Lane Group Flow(vph) 0' 284 219 331 377 ' 0
Enter Blocked Intersection No No No No No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 0 0 24
Link Offset(ft) 0 0 ' 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Cane
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed(mph) 15 ' 9 15 ' 9
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Right Left
Leading Detector(ft) 20 100 100 20 20
Trailing Defector(ft)', 0 b 0 0 ' 0
Detector 1 Position(ft) 0 0 0 0 0
_ __ _ _ _ _ _ _ _ _ _ __ _ _
Detector 1 Size(ft) 20 6 :6 20 20
Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex
Detector 1 Channel'
Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0
Defector 1 Queue(s) 0.0 0.0 OA 0.0 j 0.0
Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) 6 6
_
Detector 2 Type CI+Ex CI+Ex
Detector 2 Channel
_ _ _ _.
Detector 2 Extend(s) 0.0 0.0
Turn Type pm+pt NA NA Perm NA
_ _ _ __ _ __
Protected Phases ; Z 4 8 6
Permitted Phases 4 8
_ _ __ __
Detector Phase 7 4 '8 8 6
Switch Phase
Gulfview Hamden Existing 201312:00 pm 4/22/2013 Existing Synchro 8 Report
Page 1
. Lanes, Volumes, Timings
3; 4/22/2013
�` � � �. � �
Minimum Initial(s) , 4.0 4;0 4.0 4.0 4.0
Minimum Split(s) 8.5 20.0 20.0 20.0 20.0
Total Split:(s) 15.0 35.0 20.0 20.0 35.0
Total Split(%) 21.4% 50.0% 28.6% 28.6% 50.0%
Maximum Green(s) 10.5 31:0 16.0 1.6.0 31.0
Yeliow Time(s) 3.5 3.0 3A 3.0 3.0
Al1-Red Time(s) 1.0 1:0 1.0 1.0 ;1.0
Lost Time Adjust(s) 0.0 0.0 0.0 0.0
___ __ __ _ _
_ _ ___ ___ _ _ __
Totai Lost Time(s)J. 4':0 4.0 4.0 :4.0
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0
Recall Mode None Min Min 'Min None
Walk Time(s) 5A 5.0 5.0 5.0 _ _
Flash Donf Walk(s) 11'.0 11.0 11.0 11.0
Pedestrian Calis(#/hr) 0 0 0 0
Act Effct Green(s)!, 10:4 10.4 10.4 '7.9
Actuated g/C Ratio 0.39 0.39 0.39 0.30
v/c Ratio ' 0.23 0.30 0.47 0.35
Control Delay 6A 6.9 3.4 6.8
__ __ _ _ _
Queue Delay 0'A OA OA OA
Total Delay 6.0 6.9 3.4 6.8
_ ___ __ _ _
LOS A ;A A ' A
Approach Delay 6.0 4.8 6.8
Approach LOS A A A
Area Type:., Other ',
Cycle Length:70
_ __ _ __ _ _ _ _.
_ _
_ _ _ __ __ _ _ _ ___
Aetuated Gycle Length:26.4
Natural Cycle:50
_ _ _ _ _ _ _ _ .
_ __ _ _
Control Type:Semi Act-Uncoord
Maximum v/c Ratio:0.47
Intersection Signal Del :5;7 Intersection `OS:A ;
In tersec tion Capaci ty U ti liza io 1.8% I C U Leve l o f Service A
An:alysis Period(min) 15 :
Splits and Phases: 3:
�;
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:�
�1=
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��_� ,`_� ���
,x
Gulfview Hamden Existing 201312:00 pm 4/22/2013 Existing Synchro 8 Report
Page 2
Two-Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Anal st VT Intersection CORONADO DR/HAMDEN
A enc /Co. GCC DR
Jurisdiction CLEARWATER
Date Performed 4/22/13 Anal sis Year EXISTING
Anal sis Time Period PM Peak
Pro'ect Descri tion
East/West Street: CORONADO DR North/South Street: HAMDEN DRIVE
Intersection Orientation: East-West Stud Period hrs : 0.25
ehicle Volumes and Ad'ustments
Ma'or Street Eastbound Westbound
Movement 1 2 3 4 5 6
L T R L T R
olume veh/h 4 349 294 61
Peak-Hour Factor, PHF 0.91 0.91 0.91 0.97 0.91 0.91
Houriy Flow Rate, HFR 4 383 0 0 323 67
veh/h
Percent Heavy Vehicles 1 -- -- 0 -- --
Median Type Two Way Left Turn Lane
RT Channelized 0 0
Lanes 0 2 0 0 1 0
Configuration LT T TR
U stream Si nal 0 0
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
olume veh/h 28 3
Peak-Hour Factor, PHF 0.91 0.97 0.91 0.97 0.91 0.91
Hourly Flow Rate, HFR 0 0 0 0 30 3
veh/h
Percent Heavy Vehicles 1 0 1 0 1 1
Percent Grade(%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 1 0
Configuration TR
Dela ,Queue Len th,and Level of Service
pproach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT TR
v(veh/h) 4 33
C (m) (veh/h) 1137 343
v/c 0.00 0.10
95%queue length 0.01 0.32
Control Delay(s/veh) 8.2 16.6
LOS A C
pproach Delay(s/veh) -- -- 16.6
pproach LOS -- -- C
Copyright�O 2007 University of Florida,All Rights Reserved HCS+TM Version 5.3 Generated: 4/23/2013 9:14 AM
file:///C:/Users/rpergolizzi/AppDatalLocaUTemp/u2k3249.tmp 4/23/2013
Two-Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Anal st RP Intersection DEVON/SEA CAPTAIN
enc /Co. GCC DRIVE
Date Performed 4/24/2013 urisdiction CLEARWATER
nal sis Time Period PM PEAK
nal sis Year EXISTING
Pro'ect Descri tion
East/West Street: DEVON/1ST ST North/South Street: SEA CAPTAIN DRIVEWAY
Intersection Orientation: East-West Stud Period hrs : 0.25
ehicle Volumes and Ad'ustments
Major Street Eastbound Westbound
Movement 1 2 3 4 5 6
L T R L T R
olume veh/h 1 39 74 0
Peak-Hour Faetor, PHF 0.90 0.90 1.00 1.00 0.90 0.90
Hourly Flow Rate, HFR 1 43 0 0 82 0
veh/h
Percent Heavy Vehicles 2 -- -- 0 -- --
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 0 0 1 0
Configuration LT TR
U stream Si nal 0 0
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
olume veh/h 1 0
Peak-Hour Factor, PHF 1.00 1.00 1.00 0.90 1.00 0.90
Hourly Flow Rate, HFR 0 0 0 1 0 0
veh/h
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade(%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Configuration LR
Dela ,Queue Len th,and Level of Service
pproach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
(veh/h) 1 1
C(m) (veh/h) 1515 871
lc 0.00 0.00
95% queue length 0.00 0.00
Control Delay(s/veh) 7.4 9.1
LOS A A
pproach Delay(s/veh) -- -- g.�
pproach LOS -- -- q
Copyright OO 2007 University of Florida,All Rights Reserved HCS+TM Version 5.3 Generated: 4/24/2013 8:59 AM
file:///C:/LTsers/rpergolizzi/AppDatalLocaUTemp/u2k3FA2.tmp 4/24/2013
Generalized Peak Hour Two-Way Volumes for Florida's
TABLE 4 Urbanized Areas1 soi4iso
� STATE SIGNALIZED ARTERIALS FREEWAY5
Class I(>0.00 to 1.99 signalized intersections per mile) Lanes B C D E
Lanes Median B C D E 4 4,000 5,500 6,770 7,300
2 Undivided 930 1,500 1,600 *** 6 �6,000 8,320 10,150 11,290
4 Divided 2,840 3,440 3,560 *** 8 8,000 11,050 13,480 15,270
6 Divided 4,370 5,200 5,360 *** l0 10,000 13,960 16,930 19,250
8 Divided 5,900 6,970 7,160 *** 12 13,730 18,600 21,950 23,230
0.9'� �1,.t? v���Pw� o� ���.. �''�p�� I�`�'� FreewayAdjustments
�,q� z.�--a,r C1aSSII(2.00to4�0�signalized�infe��tior�s�ie�r°m�ile) Auxiliary Ramp
��anes Median B C D E Lanes Metering
2 Undivided ** 1,020 1,480 1,570 _ +1,800 +5%
4 Divided ** 2,420 3 22.@ 3,400
6 Divided ** 3,790 4,880 5,150 �J�JTERRUPTED FLOW HIGHWAYS
8 Divided � ** 5,150 6,530 6,880
Lanes Median B C D E
�Q'L7' G'orunc,�io �,�.��) Z«`7� Zq�� 2 Undivided 730 1,460 2,080 2,620
Y Class IIUIV(more than 4.50 signalized intersections per mile)
� Lanes Median B C D E 4 Divided 3,220 4,660 6,040 6,840
j 2 Undivided ** 500 1,150 1,440 6 Divided 4,840 6,990 9,060 10,280
� a Divided ** 1,220 2,730 3,100 Uninterrupted Flow Highway Adjustments
6 Divided ** 1,910 4,240 4,680 Lanes Median Exclusive 1e81anes Adjustment factors
8 Divided *� 2,620 5,770 6,280 2 Divided Yes +5%
�r
Multi Undivided Yes -5%
"�� r u�or+c c�c.t,r '��,.,,.n�P, ��,�j��W L,'T L.. Multi Undivided No -25%
Non-State Signalized Roadway Adjustments BICYCLE MODEZ
(Alter corresponding state volumes by�the indicated percent.} (Multiply motorized vehicle volumes shown below by number of directional
roadway lanes to detemune two-way maximum service volumes.)
a G`���t� Paved Shoulder/Bic cle Lane
Major City/County Roadways 10/o y
I Other Signalized R�adway �NG«.,d�0 .., Coverage B C D E
0-49% ** 310 1,180 >1,180
��'� State&Non-State Signalized Roadway Adjustments So-s4% 240 360 >360 ***
(Alter corresponding state volumes by the indicated percent.) 85-100% 620 >620 *** ***
Divided/[Jndivided&Turn Lane Adjustments pEDESTRIAN MODEZ
Exclusive Exclusive Adjustment
Lanes Median Left Lanes Right Lanes F (Multiply motorized vehicle volumes shown below by number of directional
2 Divided Yes No +5° roadway lanes to determine two-way maximum service volumes.)
2 Undivided No No -20% Sidewallc Coverage B C D E
Multi Undivided Yes No -5% 0-49% ** ** 480 1,390
Mutti Undivided No No -25°/a 50-84% ** ** 1,100 1,820
- - - Yes +5% 85-l00% ** 1,100 1,820 >1,820
One-Way Facility Adjustment BUS MODE(Scheduled Figed Route)3
(Buses in peak hour in peak direction)
Multiply the corresponding two-directional volumes in this table by 0.6. Sidewalk Coverage B C D E
�-sa°ia >5 >4 >3 >2
85-100% >4 >3 >2 >1
� Values shown are presented as hourly two-way volumes for levels of service and aze for the automobile/truck modes unless specifically stated Although presented as peak hour two-
way volumes,they actually represent peak hour peak direction conditions with an applicabie D factor applied This ffible does not constitute a standard and should be used only for
general planning applications.The computer models from which this table is derived should ba used for more specific planning applications.The table and deriving computer models
should not be used for corridor or intersection design,whera mora refined tecbniques exist Calculations ere based on plan�inn applications of the Highway Capacity Manual,Bicycle
LOS Model,Pedeslrian LOS Model end Transit Capacity end Quality of Service Manual,respectively for the automobile/iruck,bicycle,pedeshian and bus modes.
2 Level of service for the bicycle and pedeshian modes in this table is based on number of motarized vehicles,not number of
bicyclists or pedeshians using the�cility.
3 Buses per hois shown are only for the peek hour in the single d'uection of the higher haf&c flow. • SourCe:
**cannot be a�hieved using rabie inputvalue defaulu. Florida Department of Transportation
***Not applicable£or that level of service letter grade.For the automobile mode,volumes greater than level of service D Systems Planning Office
become F because intersection capacities have been reached.For the bicycle mode,the level of service letter grade(including 605 Suwannee Street,MS 19
F)is not acluevable because there is no max;m��elucle volume tlueshold using table input value defaults. T3I�a�17SSe0,FL 32399-0450
www.dot.state.fl.us/plannin�/svstems/sm/los/default.shtm 2009 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK
APPENDIX B
�._
v:�g[,'
,
�t.
��A .
��� Hotel
����u,;.
�
(310)
� :
Average Vehicle Trip Ends vs: Rooms
`�' " On a: Weekday
r,,
t`;;
�� ��
, ;;
}:. Number of Studies: 10
' ' Average Number of Rooms: 476
Directional Distribution: 50% entering, 50% exiting
Trip Generation per Room
Average Rate Range of Rates Standard Deviation
8.17 3.47 - 9.58 3.38
Data Plot and Equation
18�000 . , , , , , , . , , , , , , X
17,000 - - - -'- - -'- - - ' - - -'- - - - '- - - - - -'- - � ' - - -'- - - '- - - - '- - - - - - , - - - , � - , -
16,000 - - -�- - - --- - - - - - - - -',- - - - ; � - ;- - - -:- - - � ; - - -�,- - - - ;- - - - ; - - -�- - � ; - - - ;- - - - -
15,000 - - - - -- - - = - - - - - - • - - - - - - �,- - - � � - - - ,- - - - � - - - -;- - - -;- - - ; - - - - - � - � - - - - - - -�- -
,•
:' 14,000 - - - -'- - � -'- - - - ' - - -'- - - - '- - -'- - - -'- - - � = - - - -'- - - - '- - - - -'- - - -'- - - - , - - , - � - - - - - - -, - -
13,000 - - �- - - -�- - - - • - - -�- - - - � - � - -�- - - -�- - - - - - -•- - - - � - - - -�. . - -�- - - - � - � - - - - �- - - -;. . .
� `, ; ; � ; ; : / ,
� 12,OOD - - - - - - - - - - - - - - - � , - -,- - - , - - - - - - ,- - - -,- - -,- - - �- - - , - - - -
w , , , , , , , , , , ,
11,000 - - - -�- - - -,� - � - = - - - --- - - - - - - --- - - --- - - � ; - - - -,- - - - ;- - - - -�- - - -.- :�. ,
� ; ; ; ; : ; ; ; . ; - - -; - - , � - ;- - - -;- - - -
� 10,000 - - - =- - - -'- ' - - - -;- - - � - - - -'- - - -'- - - - = - - - --- - - - • - - - -r>- - -,- - - - ; � - -,- � � -` - ;- - - ,- - - -
� : ; : , ; ; ; , , . , , , . ,
� 9,000 - - - - - - - , - - ; - � - ; - -;- - - - - - -- - -- - - - - - -- - -- - - - - - -
a�,� , , , , , , , , ,
o� 8,000 - - - . - - - - - - • - - - -� - � - - -�- - - -�- - - - - - - � - . .,- - � - - � - - -�- - - - - -�- - - - - -
� ; ; ; ; ; ; ; ,- , , ; ; , ; ;
> 7,000 - - , - - -,- - -, - � , - , - , - - - ; - - , - - - ,- - - , - - - - --- - - -- - - - - - - - -
Q , , , , .
�! 6,000 - -; - - - - -- - - --- - - - - - ;- - - ; - ; - - ; - -; - -. - - - - ; - � : - - - - - ,- - -
5,000 - - - �� - - -,- - - • - - - --- - - - - - --- - - -- - - � - - - - ; - ; - - -,- - - - • � - - -; - -� - -,- - - - - - -
'` 4,000 - - ' - - -'- - - - : . _ . . . - - '- - - - -'. . - -' - � - � - -, - - , - - -,- - .-
3,000 - - �-- - - - - :'� - - -� , , , , . -�- - • - - -•- - - ; . . _
; X, ; ; ; ; : ; ; ; ; ; ; ; : ;
"' 2,000 - - - '--'-'- - - . . - -' � - - ' - - - ' - - ' , - � ,- - - -, - -,- - - -
�, ; ; : ; ; ; ; ; ; ; ; , , ,
�� ;- - - -� - - - - - - --- - - - -- � - �:- - - -,- - ;- - - - - - - -;- - - - -;- - - -;- - - - ; - - - -�- - �
i 1,000 - - , - ; - - - ;- - - -;- - - -
X , , . , , , , , , ,
O , , , . ,
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900
?;;` X= Number of Rooms
X Actual Data Points Fitted Curve ------ Average Rate
Fitted Curve Equation: T-8.95(X)-373.16 R2=0.98
{,`,':
,,;;;:;:
��' Trip Generation, 9th Edition • Institute of Transportation Engineers 613
,�.:.,�>�
.�z::
t
[
� F�esort Hotel ;
(330)
;
Average Vehicle Trip Ends vs: Occupied Rooms
On a: Weekday,
Peak Hour of Adjacent Street Traffic, ;�
One Hour Between 4 and 6 p.m. !�
6
Number of Studies: 10 '
,
Average Number of Occupied Rooms: 429
Directional Distribution: 43% entering, 57% exiting
Trip Generation per Occupied Room
Averagg Rate Range of Rates Standard Deviation
0.49 0.27 - 0.72 0.70
,';
,;,
�,�i
Data Plot and Equation
500
, ; ; ; ; ,X
400 - - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - -'- - � - - - - - -'- - - - - - - - - =- - - - - - - - - =- - - - - - - - -
� ; ; ; ; : ;
� , , , ,
lj , , , X , ,
Q , ,
� 300 - - - - - - , - - - - - '- - - - - - - - --- - - - � - , - - - - - - �:° - - � - � � -,- X- - - - . . . � - -
az , , ,
V , � , , , ,
� � � . , ,
N , . ,
� , , ,
� . , , ,
� , , , , , ,
� , , , , . ,
� 200 - - - - -; - - - - - X",- - - - - - - -;-�=X - ' - - - - ; - ' - ' - - -- - - - - - - - --- - - - - - - - - -- - - - �
¢ ;� ; X: : ;
F , . , ,
; X.' ; ; ; ; ; ;
100 - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - � - - �- - - - - - - - - - ,- - - - - -
. : ; : : : P:'i:
0
100 200 300 400 500 600 700 800 900
X= Number of Occupied Rooms
, X Actual Data Points ------ Average Rate �
`:r:�.
Fitted Curve Equation: Not Given R2-*""` '
':��
�,
?;;
680 Trip Generation,9th Edition • Institute of Transportation Engineers ;��
,a
��
, �b
. Lanes, Volumes, Timings
3: 4/23/2013
� � � � � �
Lane Configurations �� �`'� '��' j�
Volume(vph) 326 1,1 0 787 652 :368
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Storage Length(ft) 500 500 500 ' 0
Storage Lanes 1 0 0 1
Taper Length(ft) ' 25 25
Lane Util. Factor 0.97 0.95 0.95 0.95 0.95 1.00
Petl Bike Factor 0.97 :0.95
Frt 0.995 0.850
Flt'Protected > 0.954
Satd. Flow(prot) 3430 0 0 3539 3539 1583
_ __ _ _ __ __ _ __
Flfi Permitted : 0.954
Satd. Flow(perm) 3324 0 0 3539 3539 1502
RightTurn:on Red ' No Yes
Satd. Flow(RTOR) 404
Link Speed(mph) ", 20 '25 25
Link Distance(ft) 331 260 350
___ _
Travel Time(s) 11.3 7.1 9.5
Confl. Peds.(#Ihr) 17 33 17
_
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Adj.Flow(vph) 358 12 0 865 716 404
Sfiared Lane TrafFc{%)
Lane Group Flow(vph) 370 0 0 865 716 404
Enter Blocked Intersection No No No .No 'No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) ,. 24 0 0
_ _
Link Offset(ft) 0 0 0
Crosswalk Witlth(ft)`, 16 16 16
Two way Left Tum Lane _
__ ____ _ __ _
_ __ _ _ _ _
Headway Factor 1.00 1.00 1`.00 1.00 >1.00 1.00
Turning Speed(mph) 15 _9 15 _ 9 _ _
Number of Detectors 1 :1 2 2 ' 1
Detector Template Left Left Thru Thru Right
Leading Detector(ft) 20 20 100 100 '' 20
Trailing Detector(ft) 0 0 0 0 0
Detector 1`Position(ft) 0 I O ' 0 0 ' 0
Detector 1 Size(ft) 20 20 6 6 20
Detector 1;Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex
Detector 1 Channel _
Detector 1 Extend(s) 0.0 OA OA OA 0.0
Detector 1 Queue(s) OA 0.0 0.0 OA 0.0
Detector 1 Delay(s) 0.0 OA OA OA OA
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) ; 6 ' 6
Detector 2 TYPe CI+Ex CI+Ex
Detector 2 Channel
Detector 2 Extend(s) 0.0 OA
Tum Type ' NA Perm NA NA Perm
Protected Phases 4 2 6
Gulfview Coronado Future with Sea Captain 12:00 pm 4123/2013 Future with Sea Captain Synchro 8 Report
RP Page 1
- Lanes, Volumes, Timings
3; 4/23/2013
� � � � � �
Permitted Phases 2 6 '
Detector Phase : 4 2 2 6 6
Switch Phase
Minimum initial(s) 4.0 4A 4A 4A 4.0
Minimum Split(s) ' 20.0 20A 20.0 !20.0 20.0
Total Split(s) 25.0 35A 35A 35.0 35.0
_ __ _
Total Split'(%) '. 41.7% 58:3% 58.3% 58.3% 58.3% !
Maximum Green(s) 21.0 31 A 31 A 31 A 31.0
_.._ _ ___ ___ _ __ _ __ ___ __ __
__ _
Yellow Time(s) ; 3.0 3A 3A 3.0 3.0 ;
All-Red Time(s) 1.0 1.0 1.0 1.0 1.0
Lost Time'Adjust(s) 0.0 0.0 ' 0.0 ': 0.0
Total Lost Time(s) 4.0 4.0 4.0 4.0
Lead/Lag
Lead-Lag Optimize?
_ _ __ _ __ _
Vehicle Extension(s) 3.0 3A 3.0 ', 3.0 3.0
Recall Mode None Max Max Max Max
Walk Time(s) 5A 5A 5.0 ' 5.0 5A
Flash Dont Walk(s) 11.0 11.0 11.0 11.0 11.0
___ _ _ __ _
Pedestrian Calls(#/hr) 0 0 0 ! 0 0 '
Act Effct Green(s) 10.6 31.8 31.8 31.8
_ __ _ _ _ _ _
_ __
Actuated g/C Ratio 0.21 0.63 0.63 1 0.63 ;
v/c Ratio 0.51 0.39 0.32 0.37
Control Delay 20.0 5,5 5.1 1.7
Queue Delay _ OA 0.0 0.0 _ OA _ _ _
_._ _ _ _
Total Delay 20:0 5.5 ' S.1 1.7
LOS C A A A
Approach Delay . 20.0 I 5.5 3.9
Approach LOS C A A _ __ _
Area Type: Other
_ _ _ _ _
Cycle Length:60
Actuated Cycle Length:50.4
_ _ _ _
Natural Cycle:40
Control Type:Semi Act-Uncoord
Maximum'v/c Ratio:0.51 '
Intersection Signal Delay.7.0 Intersection�LOS:A
Intersection Capacity Utilizatio• 52.9°a ICU Level of S�vice A
Analysis Period(min) 15 �'"""`"��
Splits and Phases: 3:
�,�
�' m2 � m4
ti� 06
��
Gulfview Coronado Future with Sea Captain 12:00 pm 4/23/2013 Future with Sea Captain Synchro 8 Report
RP Page 2
- Lanes, Volumes, Timings
3: 4/23/2013
,,�` � '� �,.. �► .�
Lane Configurations '� � ��
�`�
1/olume(Vph� 43 257 235 433 '479 ' 22
Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900
Lane Uti1.Factor 0.95 0.95 1:00 1.00 0.97 '' 0.95
Ped Bike Factor 0.99 0.80 1.00
F� 0.850 0.994
Flt Protected 0.993 0.954
_ _
Satd.Flow(prot) 0 3514 1863 1583 3420 0
Fit Permitted 0.891 0.954
Satd.Flow(perm), 0 3112 1863 1273 3420 0 '
Right Turn on Red Yes Yes
Satd. Flow(RTOR) _461 86 '
Link Speed (mph) 25 25 25
Link Distance(ft) ; 300 500 , 300
Travel Time(s) 8.2 13.6 8.2
Confl.Peds.(#/hr) 82 ' 82 11
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Adj.Flow(vph) 46 273 250 I 461 510 23 ',
Shared Lane Traffic(%)
Lane Group Flow(vph) '0 319 250 461 ! 533 0 '
Enter Blocked Intersection No No No No No No
Lane Alignment ' Left Left Left Right Left ,Right
Median Width(ft) 0 0 24
Link Offset(ft) 0 ' 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Tum Lane '
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Tuming Speed(mph) 15 ' 9 15 9 ':
Number of Detectors 1 2 2 1 1
Detector Template Left Thru Thru Right Left
Leading Detector(ft) 20 100 100 20 20
Trailing Detector(ft) '0 0 ' 0 0 0
Detector 1 Position(ft) 0 0 0 0 0
Detector 1 Size(ft) 20 6 ' 6 20 ` 20
Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex
Detector 1 Channel
Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0
Detector 1 Queue(s) 0.0 0.0 OA OA 0.0
Detector 1 Delay(s) OA 0.0 0.0 0.0 0.0
Detector 2 Position(ft) 94 94
Detector 2 Size(ft) 6 6
Detector 2 Type ' CI+Ex CI+Ex
Detector 2 Channel
Detector2 Extend(s) OA 0.0
Turn Type pm+pt NA NA Perm NA
Protected Phases' 7 4 8 6
Permitted Phases 4 8
DetectorPhase ? ' 7 4 8 8 ' 6 '
Switch Phase _ _ _
Gulfview Hamden Future with Sea Captain 12:00 pm 4/23/2013 Future with Sea Captain Synchro 8 Report
RP Page 1
• Lanes, Volumes, Timings
3: 4/23/2013
.� � � � � �
Minimum Initial(s) ; 4.0 4:0 4.0 4.0 '4.0
Minimum Split(s) 8.5 20.0 20.0 20.0 20.0
Total Split{s) 15.0 35.0 20.0 20.0 35A
Total Split(%) 21.4% 50.0% 28.6% 28.6% 50.0%
Maximum Green(s) 10.5 31.0 16.0 16A 31.0
Yellow Time(s) 3.5 3.0 3.0 3.0 3.0
All'-Red Time(s) 1.0 1;0 1 A 1.0 1 A
Lost Time Adjust(s) 0.0 0.0 0.0 0.0
Total Lost Time(s) 4.0 4.0 4.0 ',4A
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0
Recall Mode None Min Min Min None
Walk Time(s) 5A 5A 5.0 5.0 _ _
Flash Donf Walk(s) 11'.0 11.0 11.0 11.0
Pedestrian Calls(#/hr) 0 0 0 0
Act Effct Green(s)', 11.1 11.1 11.1 '9.6
Actuated g/C Ratio 0.38 0.38 0.38 0.33
v/c Ratio " 0.27 0.35 0.60 0.45
Control Delay 6.9 8.1 4.7 8.2
Queue Delay 0.0 OA 0.0 0.0
Total Delay 6.9 8.1 4.7 8.2
LOS A A A ! A
Approach Delay 6.9 5.9 8.2
Approach LOS A A ' A
Area Type:< :Other
Cycle Length:70
Actuated Cycle Length:29
Natural Cycle:50
_ __ _ _ _ _ ._
Control Type:Semi Act-Uncoord
Maximum v/c Ratio:0 60�
Intersection Signal Del�y 6� ; Intersection `OS:A '
Intersection Capacity Uti1fzati n 47.2 o ICU Level of Service A
Analysis Period(min)15
Splits and Phases: 3:
�m4
�m6 � m7 �m8
��=�
Gulfview Hamden Future with Sea Captain 12:00 pm 4/2312013 Future with Sea Captain Synchro 8 Report
RP Page 2
Two-Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information Site Information
Anal st VT Intersection CORONADO DR/HAMDEN
A enc /Co. GCC DR
Jurisdiction CLEARWATER
Date Performed 4/23/13 nal sis Year FUTURE WITH PROJECT
Anal sis Time Period PM Peak
Pro'ect Descri tion Sea Ca tain
East/West Street: CORONADO DR North/South Street: HAMDEN DRIVE
Interse�tion Orientation: East-West Stud Period hrs : 0.25
ehicle Volumes and Ad'ustments
Ma'or Street Eastbound Westbound
Movement 1 2 3 4 5 6
L T R L T R
olume veh/h 4 451 382 100
Peak-Hour Factor, PHF 0.91 0.91 0.91 0.97 0.91 0.91
Hourly Flow Rate, HFR 4 495 0 0 419 109
veh/h
Percent Heavy Vehicles 1 -- -- 0 — --
Median Type Two Way Left Turn Lane
RT Channelized 0 0
Lanes 0 2 0 0 1 0
Configuration LT T TR
U stream Si nal 0 0
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
olume veh/h 75 3
Peak-Hour Factor, PHF 0.91 0.97 0.91 0.97 0.91 0.91
Hourly Flow Rate, HFR 0 0 0 0 82 3
veh/h
Percent Heavy Vehicles 1 0 1 0 1 1
Percent Grade(%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 1 0
Configuration TR
Dela ,Queue Len th,and Level of Service
pproach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT TR
v(veh/h) 4 85
C (m) (veh/h) 1011 245
lc 0.00 0.35
95%queue length 0.01 1.48
Control Delay(s/veh) 8.6 27.3
LOS A D
pproach Delay(s/veh) -- -- 27.3
pproach LOS -- -- D
Copyright OO 2007 University of Florida,All Rights Reserved HCS+TM Version 5.3 Generated: 4/23/2013 9:12 AM
file:///C:/Users/rpergolizzi/AppDatalLocal/Temp/u2k765A.tmp 4/23/2013
Two-Way Stop Control Page 1 of 1
TWO-WAY STOP CONTROL SUMMARY
General Information ite Information
nal st RP Intersection EVON/SEA CAPTAIN
en /Co. GCC DRIVE
Date Performed 4/24/"2013 urisdiction CLEARWATER
nal sis Time Period PM PEAK nal sis Year UTURE WITH PROJECT
Pro'ect Descri tion
East/West Street: DEVON/1ST ST North/South Street: SEA CAPTA/N DRIVEWAY
Intersection Orientation: East-West Stud Period hrs : 0.25
ehicle Volumes and Ad'ustments
Ma'or Street Eastbound Westbound
Movement 1 2 3 4 5 6
L T R L T R
olume veh/h 11 79 156 7
Peak-Hour Factor, PHF 0.90 0.90 1.00 1.00 0.90 0.90
Hourly Flow Rate, HFR 12 87 0 0 173 7
veh/h
Percent Heavy Vehicles 2 — — 0 — —
Median Type Undivided
RT Channelized 0 0
Lanes 0 1 0 0 1 0
Configuration LT TR
U stream Si nal 0 0
Minor Street Northbound Southbound
Movement 7 8 9 10 11 12
L T R L T R
olume veh/h 10 14
Peak-Hour Factor, PHF 1.00 1.00 1.00 0.90 1.00 0.90
Hourly Flow Rate, HFR 0 0 0 11 0 15
veh/h
Percent Heavy Vehicles 0 0 0 0 0 0
Percent Grade(%) 0 0
Flared Approach N N
Storage 0 0
RT Channelized 0 0
Lanes 0 0 0 0 0 0
Confi uration LR
Dela ,Queue Len th,and Level of Service
pproach Eastbound Westbound Northbound Southbound
Movement 1 4 7 8 9 10 11 12
Lane Configuration LT LR
(veh/h) 12 26
C(m)(veh/h) 1396 791
/c 0.0? 0.03
95%queue length 0.03 0.10
Control Delay(s/veh) 7.6 g.7
LOS A A
pproach Delay(s/veh) -- -- 9.7
pproach LOS -- -- q
Copyright OO 2007 Universiiy of Florida,All Rights Reserved HCS+TM Version 5.3 Generated: 4/24/2013 9:47 AM
file:///C:/Users/rpergolizzi/AppData/I,ocaUTemp/u2k1 ESD.trnp 4/24/2013
� i
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o Planning&Development Department
� �arwater Flexible Develo ment A lication
p pp
� Attached Dwellings, Mixed-Uses or Non-Residential Uses
IT IS INCUMBENT UPON THE APPIICANT TO SUBMIT COMPLETE AND CORRECT INFORMATION. ANY MISLEADING, DECEPTIVE,
INCOMPLETE OR INCORRECT INFORMATION MAY INVALIDATE YOUR APPLICATION.
ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY,AND SUBMITTED iN PERSON(NO FAX OR DELIVERIES)
TO THE PLANNING&DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADLINE DATE.
A TOTAL OF 11 COMPLETE SETS OF PLANS AND APPLICATiON MATERIALS (1 ORIGINAL AND 10 COPIES)AS REQUIRED WITHIN
ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE
COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPLETE SETS OF PLANS AND APPLICATION MATERIALS(1 ORIGINAL
AND 14 COPIES). PLANS AND APPLICATIONS ARE REQUIRED TO BE COLLATED,STAPLED AND FOLDED INTO SETS.
THE APPLICANT, BY FILING THIS�APPLICATION, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
COMMUNITY DEVELOPMENT CODE.
FIRE DEPT PRELIMARY SITE PLAN REVIEW FEE: $200
APPtICATION FEE: $1,205
PROPERTY OWNER(PER DEED): Sea Captain,a Florida General Partnership, Donald Eifert,Partner
MAILING ADDRESS:40 Devon Dr.,Clearwater, FL 33767 •
PHONE NUMBER: (727)446-7550
EMAIL: info@seacaptainresort.com
AGENT OR REPRESEiVTATIVE: Stephen R.Fowler,AIA; Fowler Associa#es Architects,Inc.
MAILING ADDRESS: 1421 Court St.Suite D. Clearwater, FL 33756
PHONE NUMBER: (727)449-2021
EMAIL: fowlerarch@aol.com
ADDRE55 OF SUBJECT PROPERTY: 40 Devon Dr.,Clearwater,Fl 33767
PARCEL NUMBER(S): 08-29-15-00000-320-0300
LEGAL DESCRIPTION: See Exhibit"A"
PROPOSED USE(Sj: Resort Hotei/Overnight accommodations
DESCRIPTION OF REQUEST: See Exhibit"B"
Specifically identify the request
(include all requested code flexibility,•
e.g., reduction in required number of
parking spaces, height setbacks, lot
size,lot width,speci�c use,etc.J:
Planning$Development Department,700 S.Myrtle Avenue,Ciearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 1 of 8 Revised 01/12
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� �arwat�r Flexible Develo ment A lication
p pp
� Data Sheet
PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM
WtLL RESULT IN Y�UR APPLICATION BfING POUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWlNG
APPLlCATION CYCLE.
ZONING DISTRiCT: Tourist(T)
FUTURE LAND USE PLAN DESIGNA710N: Tourist
EXISTING USE(currently existing on site): Motel/Resort
PROPOSED USE{new use,if any;plus existing,if to remain): Hote)/Resort
�
SITE AREA: 36,137 sq.ft. 0.829((0.659(T)0.17(MLDR)] acres
GRO55 FLOOR AREA(total square footage of all buildings):
Existing: 14,370 sq.ft.
Proposed: 125,632 sq.ft.
Maximum Allowable: 28,733(FAR=1.0) sq.ft.
GROSS FLOOR AREA(total square footage devoted to each use,if there will be multiple usesJ:
First use: Overnight Accom.80,623 sq.ft.
Second use: Accessory: 7,986 sq.ft.
Third use: Parking: 40,644 sq.ft.
FLOOR AREA RATIO(total square footage of all buildings divided by the total square footage of entire site):
Existing: 0.50
Proposed: 4.50
Maximum Allowable: 1.00
BUILDING COVERAGEJFOOTPRINT(15`floor square footage of ail buildings):
Existing: 7,185 sq.ft. ( 25.03 %of site)
Proposed: 16,5$5 sq.ft. ( 57.78 %of site}
Maximum Permitted: N/A sq.ft. (isr) 95.0% of site)
GREEN SPACE WITHIN VEHICULAR USE AREA(green space within the parking lot and interior of site;not perimeter buffer):
Existing: 0.0 sq.ft. ( 0.0 %of site)
Proposed: (All car parking in structure)405 sq.ft. ( 1.41%of site)
VEHICULAR USE AREA(parking spaces,drive aisles, loading area):
Existing: 5,400 sq.ft. ( 18.8 %of site)
Proposed: (Orives) 3,058 sq.ft. ( 10.64 %of site)
Ptanning&Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 2 of 8 Revised 01112
> >
IMPERVlOUS SURFACE RATIO(tota!square footage of impervious areas divided by the totai square footage of entire site):
Existing: 24,160 s.f.=84.1%
Proposed: 25,442 s.f.=88.5%
Maximum Permitted: 27,296 s.f.=95.0%
DENSITY(units, rooms or beds per acre): BUIIDING HEIGHT:
Existing: 27=41 upa Existing: 26'+/-
Proposed: 85=129 upa Proposed: 75'-3" (BFE)
Maximum Permitted: 32+50 from density pool Maximum Permitted: See Beach By Design
OFF-STREET PARKING:
Existing: 36
Proposed: 93
Minimum Required: 102(1.2/room)
WHAT IS THE ESTIMATED TOTAL VALUE OF THE PROJECT UPON COMPLETION? $13,500,000.00
ZONING DISTRICTS FOR ALL ADJACENT PROPERTY:
North: Open/Marina
South: Tourist
East: LMDR
West: Tourist
STATE OF FLORIDA,COUNTY OF PINELLAS � � Sa--
I, the undersigned, acknowledge that all Sworn to and subscribed before me this day of
representations made in this application are true and � 2o r � ,to me and/or by
accurate to the best of my knowledge and authorize C -
City representatives to visit and photograph the V who is p sonally known h
property d s ' d in th' application. produced as identification.
, � i /' /
,I 't .1 ��V i
Signature property owner o epresentative Notary;�iubli , ''
'� My comrnission expires: •°""""'�•• JUUEB
=w: :,r MY COMMISSION k EE 055345
! ! ;,•., �° �February 21,2015
j ��p,'f�n��, Bonded Thru Notary Public Undervniters
l -
Planning&Development Department,100 S.Myrtle Avenue,Clearwater,Fl 3375B,Tel:727-562-4567;Fax:727-562-4865
Page 3 of 8 Revised 01J12
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o + Planning&Development Department
� ����t��r Flexible Develo ment A lication
P pP
� Site Plan Submittal Package Check list
IN ADDITION TO THE COMPLETED FLEXIBLE DEVELOPMENT(FLD) APPLICATION,ALL FLD APPLICATIONS SHALL INCLUDE A SITE
PLAN SUBMITTAL PACKAGE THAT INCLUDES THE FOLLOWING INFORMATION AND/OR PLANS:
❑ Responses to the flexibility criteria for the specific use�s) being requested as set forth in the Zoning District(s) in which the
subject property is located. The attached Flexible Development Application Flexibility Criteria sheet shall be used to provide
these responses.
❑ Responses to the General Applicability criteria set forth in Section 3-914.A. The attached Flexible Development Application
General Applicability Criteria sheet shall be used to provide these responses.
❑ A signed and sealed survey of the property prepared by a registered land suroeyor including the location of the property,
dimensions, acreage, location of all current structures/improvements, location of all public and private easements including
official records book and page numbers and street right(s)-of-way within and adjacent to the site.
❑ If the application would result in the removal or relocation of mobile home owners residing in a mobile home park as
provided in F.S.§723.083,the application must provide that information required by Section 4-202.A.5.
❑ If this application is being submitted for the purpose of a boatlift, catwalk, davit, dock, marina, pier,seawall or other similar
marine structure, then the application must provide detailed plans and specifications prepared by a Florida professional
engineer, bearing the seal and signature of the engineer, except signed and sealed plans shall not be required for the repair
or replacement of decking, stringers, railing, lower landings, tie piles, or the patching or reinforcing of existing piling on
private and commercial docks.
❑ A site plan prepared by a professional architect,engineer or landscape architect drawn to a minimum scale of one inch equals
50 feet on a sheet size not to exceed 24 inches by 36 inches that includes the following information:
❑ Index sheet of the same size shall be included with individual sheet numbers referenced thereon.
❑ North arrow,scale,location map and date prepared.
❑ Identification of the boundaries of phases, if development is proposed to be constructed in phases.
❑ Lqcation of the Coastal Construction Control Line (CCCL), whether the property is located within a Special Flood Hazard
Area,and the Base Flood Elevation(BFE)of the property,as applicable.
❑ Location,footprint and size of all existing and proposed buildings and structures on the site.
❑ Location and dimensions of vehicular and pedestrian circulation systems, both on-site and off-site,with proposed points
of access.
❑ Location of all existing and proposed sidewalks, curbs, water lines, sanitary sewer lines, storm drains, fire hydrants and
seawalls and any proposed utility easements.
❑ Location of onsite and offsite stormwater management facilities as well as a narrative describing the proposed
stormwater control plan including calculations. Additional data necessary to demonstrate compliance with the City of
Clearwater Storm Drainage Design Criteria manual may be required at time of building construction permit.
❑ Location of solid waste collection facilities, required screening and provisions for accessibility for collection.
❑ Location of off-street loading area,if required by Section 3-1406.
❑ All adjacent right(s)-of-way, with indication of centerline and width, paved width, existing median cuts and intersections
and bus shelters.
❑ Dimensions of existing and proposed lot lines, streets, drives, building lines, setbacks,structural overhangs and building
separations.
❑ Building or structure elevation drawings that depict the proposed building height and building materials.
Planning&Development Departrnent,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 4 of 8 Revised 01/12
❑ Typical floor plans, including floor plans for each floor of any parking garage.
❑ Demolition plan.
❑ Identification and description of watercourses, wetlands, tree masses, specimen trees, and other environmentally
sensitive areas.
❑ If a deviation from the parking standards is requested that is greater than 50% (exciuding those standards where the
difference between the top and bottom of the range is one parking space}, then a parking demand study will need to be
provided. The findings of the study will be used in determining whether or not deviations to the parking standards are
approved. Please see the adopted Parking Demand Study Guidelines for further information.
❑ A tree survey showing the location, DBH and species of ali existing trees with a DBH of four inches or more, and identifying
those trees proposed to be removed,if any.
❑ A tree inventory, prepared by a certified arborist, of ail trees four inches DBH or more that reflects the size, canopy, and
condition of such trees may be required if deemed applicable by staff. Check with staff.
❑ A Traffic Impact Study shall be required for all proposed developments if the total generated net new trips meet one or more
of the following conditions:
■ Proposal is expected to generate 100 or more new trips in any given hour(directional trips, inbound or outbound on the
� abutting streets)and/or 1,000 or more new trips per day;or
■ Anticipated new trip generation degrades the level of service as adopted in the City's Comprehensive P1an to
unacceptable levels;or
■ The study area contains a segment of roadway and/or intersection with five reportable accidents within a prior twelve
month period, or the segment and/or intersection exists on the City's annual list of most hazardous locations, provided
by the City of Clearwater Police Oepartment;or
■ The Traffic Operations Manager or their designee deems it necessary to require such assessment in the plan review
process. Examples include developments that are expected to negatively impact a constrained roadway or developments
with unknown trip generation and/or other unknown factors.
❑ A landscape plan shall be provided for any project where there is a new use or a change of use; or an existing use is improved
or remodeled in a value of 25% or more of the valuation of the principal structure as reflected on the property appraiser's
current records, or if an amendment is required to an existing approved site plan; or a parking lot requires additional
landscaping pursuant to the provisions of Article 3, Division 14. The landscape plan shall include the following information, if
not otherwise required in conjunction with the appfication for development approval:
❑ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including
botanical and common names.
❑ Existing trees on-site and immediately adjacent to the site, by species,size and location,including drip line.
❑ Interior landscape areas hatched and/or shaded and labeled and interior landscape coverage, expressed both in square
feet, exclusive of perimeter landscaped strips, and as a percentage of the paved area coverage of the parking lot and
vehicular use areas.
❑ Location of existing and proposed structures and improvements, including but not limited to sidewalks, walls, fences,
pools, patios, dumpster pads, pad mounted transformers, fire hydrants, overhead obstructions, curbs, water lines,
sanitary sewer lines, storm drains, seawalls, utility easements, treatment of all ground surfaces, and any other features
that may influence the proposed landscape.
❑ Location of parking areas and other vehicular use areas, including parking spaces, circulation aisles, interior landscape
islands and curbing.
0 Drainage and retention areas, including swales,side slopes and bottom elevations.
❑ Delineation and dimensions of all required perimeter landscaped buffers including sight triangles,if any.
Planning$Development Department,100 S.Myrtle Avenue,Glearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 5 of 8 Revised 01/12
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o Planning&Development Department
y ear�vat�r Flexible Develo ment A lication
P pp
� General Applicability Criteria
PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX(6) GENERAL APPLICABILITY CRITERIA EXPLAINING HOW, IN DETAIL,THE
CRITERION IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL.
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent
properties in which it is located.
See Exhibit"C"
'.
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings
' or significantly impair the value thereof.
See Exhibit"C"
3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood
of the proposed use.
See Exhibit"C"
4. The proposed development is designed to minimize traffic congestion.
See Exhibit"C"
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for
development.
See Exhibit"C"
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and haurs of
operation impacts,on adjacent properties.
See Exhibit"C"
Planning$Development Departrnent,1Q0 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4865
Page 6 of 8 Revised 01/12
LL
o Planning&Development Department
� ea�vater Flexible Develo ment A lication
p pp
� Flexibility Criteria
PROVIDE COMPLETE RESPONSES TO THE APPi1CABLE FLEXIBILITY CRITERIA FOR THE SPECIFIC USE(S)BElNG REQUESTED AS SET
FORTH IN THE ZONING DISTRICT(5)IN WHICH THE SUBJECT PROPERTY IS LOCATED. EXPLAIN HOW,IN DETAIL,EACH CRITERION
IS BEING COMPLIED WITH PER THIS DEVELOPMENT PROPOSAL(USE SEPARATE SHEETS AS NECESSARY).
i. The location of the proposed redevelopment is at Devon Drive on Clearwater Beach and the access is from Hamden Drive and
Devon Drive, neither being an arteriai street.
2. The increased height will allow fo�:1.strudured parking,thus freeing up the site for added landscaped areas;2.market required in-house
resort amenities,and improved architedural impact.
3. Signs:as identified in the exterior elevations,oniy one sign on the south elevation(93 s.f.or less than 1%of the facade).The rnajor
identification element will be the"art in public places"mural on the south elevation.Traffic directional signage wiil also be included but will
be minimal in area.
4 a.The reduced front setback will allow for the porte cochere to provide a sence of entry and contribute to the active streetscape.b.
The front setback of 6'-4"is to the porche cochere structure only,the major building element is setback 19'-10"providing generous
, , . . re .
d.The reduced side setback allows for greater areas for gliest amenities and views of the Bay.
5, The design of the facility complies with"Beach by Design".Please refer to the attached.
6. The size of the lot(28,733 s.f.)and the minimum width(173')comply with the required criteria.
7.
8.
Planning 8�Development Department,100 S.Myrtte Avenue,Clearwater,FL 33756,Tel:727-562-4567;Fax:727-562-4$65
Page 7 of 8 Revised 01/12
o (� + Planning&Development Department
� l� �t���t��r Flexible Develo ment A lication
P Pp
� Affidavit to Authorize Agent/Representative
1. Provide names of all property owners on deed—PRINT full names:
Donald Eifert
2. That(I am/we are)the owner(s)and record title hoider(s)of the following described property:
Sea Captian Resort, 40 Devon Dr. , Clearwater, FL 33767
3. That this property constitutes t�ie property for which a request for(describe request):
�
Request transfer of 50 overnight accommodation rooms to redevelop
the property to an 85 room resort w/ appropriate accessory uses.
4. That the undersigned(has/have)appointed and(does/do)appoint:
Stephen R. Fowler, AIA and Brian Barker, 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;
6. 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 apptication;
7. That(I/w , e un tsi ned au o,i�y, reby certify that the foregoing is true and correct.
�„� f � r�
.C�%� L�� L��
Property ner Property 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 FLORtDA, ON
THIS v� DAY OF� 12�-C�'� °��3 , PERSONALLY APPEARED
Dl�NfK/) l�. E��'L�--T WHO HAVING BEEN FIRST DULY SWORN
DEPOSED AND SAYS THAT HE/SHE FULLY UNDERSTANDS THE CONTENTS OF THE AFFIDAVIT THAT HE/SHE SIGNED.
, �����
Notary Pubtic Signature
�..�.,.o.�.
M Commission Ex ires :��'""'P�= MOLLY M.FObv!ER
Notary SeaUStamp y p - _ ,
'��pF��� Bonded Thru Nrnary•PuDti�Unceiw*�cers
Planning�Development Department,100 S.Myrtle Avenue,Clearwater,FL 33756,Tel:727-562�567;Fax:727-562-4865
Page 8 of 8 Revised 01112
EYHISIT "�"
SEA CAPT�IN NIOTEL LEG�L DESCRIPTION
UPL�ND PARCEL
The following is a description of the uplands lying between the existing seawall and the deed
described boundary lines.
Lots 1 and 2, A REPLAT OF BAYSIDE SUBDIVISION, as recorded in Plat Book 23, Pages 18
and 19, Public Records of Pinellas County, Florida. TOGETHER WITH a portion of Hamilton
Drive right-of-way vacated per Resolution no. 67-94.
AND
Unplatted lands lying in Section 8, Township 29 South, Range 15 East, Pinellas County, Florida
� Described as follows:
Begin at the Southwest corner of Water Lot l, CITY PARK SUBDIVISION, as recorded in Plat
Book 23, Page 37, Public Records of Pineilas County, Florida and run thence West along the
East and West centerline of Section 8, Township 29 South, Ra.nge 15 East, Pinellas County,
Florida, 15.00 feet to the Easterly line of Coronado Drive; thence S.OS°32'30"W., 116.26 feet to
the Northerly line of First Avenue; thence S.84°27'30"E., 100.00 feet along the Northerly line of
First Avenue and the Point of Beginning.
Thence N.OS°32'30"W., 178.84 feet to a point on the seawall, said point also being Point"A" for
the submerged land description; thence running with the seawall the following courses:
S.83°42'47"E., 78.40 feet; thence along the arc of a curve to the right having a radius of 159.25
feet, a delta of 36°34'S4", arc of 101.68 feet, chord of 99.96 feet, bearing 5.65°25'20"E.; thence
S.47°07'S3"E., 12.96 feet; thence along a curve to the right having a radius of 116.10 feet, a delta
of 16°50'13", arc of 34.12 feet, chord of 33.99 feet, bearing 5.38°42'46"E.; thence S30°17'39"E.,
107.53 feet; thence along a curve to the right having a radius of 52.45 feet, a delta of 8°25'14",
arc of 7.71 feet, chord of 7.70 feet, beaxing 5.26°OS'03"E. to the intersection of the South
property line of said Lot 2; thence leaving said seawall,non tangent to the previous course, run
along the South line of said Lot 2, N84°27'30"W. a distance 104.21 feet to a point; thence run
5.70°27'S0"W. a distance of 45.94 feet to a point of intersection with the Northerly right-of-way
line of First Avenue; thence along said right-of-way line a distance of 128.00 feet,
N.84°27'30"W. to the Point of Beginning.
. w
EXHIBIT "B"
TO FLEXIBLE DEVELOPMENT APPLlCATION
FOR COMPREHENSIVE INFILL PROJECT
B. DESCR1PTlON OF REQUEST:
The applicant, Mr. Donald Eifert, proposes to redevelop the property described in the attached Exhibit
"A" with a multi-story hotel.The property is currently developed and operating as a two-story motel.
Two separate zoning designations encompass the parcel, Tourist and LMDR.The areas covered by the
zoning designations are 0.659 acres and 0.17 acres respectively.The hotel is proposed to be constructed
entirely within the Touri�,t District.
Specifically,the applicant requests flexible deveiopment approvai of a comprehensive infill project to
permit an 85 unit hotel in the Tourist District and, with:
a. a Lot Area of 0.659 acres (28,733 square feet), where 20,000 square feet is required.
b. a Lot Width of 174.94' where 100' is required.
c. a maximum height of 76'-9" from BFE to top of roof deck where 50' is allowed.
d. a front(south) setback of 6.4'to Porte Co.chere, where 15' is required.
e. a side (west) setback of 5', where 10' is required.
f. a rear(north) setback of 0.0' (to seating and pool deck), where 20' is required.
g. 94 parking spaces, where 102 spaces are required.
h. Density allows 50 units/acre (50 x 0.659) =32 units allowed for this site, requesting 53 units
from density pool.
i. Approval of a two year development order.
EXHIBIT "C"
WRlTfEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Generai Appiicability Criteria
1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density
and character of adjacent properties in which it is located.
West:The property to the west is to be redeveloped into a 108 unit"flag" hotel/resort facility.
North:The property to the north is the City of Clearwater Marina and Clearwater Harbor.
South: The property to the south includes a two story motel, Devon Drive, and a future parking lot.
East: The property to the east is Clearwater Harbor.
The scale, bulk, density and coverage of the proposed redevelopment are in keeping with the design
guidelines found in Beach by Design for the Small Motel District. The proposed mid-rise hotel, of
limited services, maintains the existing use of tourist/overnight accommodations, and proposes a
roof elevation of 76"9t'from the B.F.E. which is well below the 100' maximum allowed.
The area to the east of the Tourist District (LMDR) will be redeveloped for storm water detention
and landscaping only and will provide a buffer to the residential area to the south.
The redevelopment of this property will enhance the area by:
• Construction of a new tourist facility in keeping with the City's new design criteria.
• Removal of an older property not consistent with toda�s tourist demands and the City's
requirements.
• Providing a flag/boutique tourist facility to Clearwater Beach.
• Providing a much needed example of what Beach by Design was intended to produce.
2. The proposed development will not hinder or discourage the appropriate development and use of
adjacent land and buildings or significantty impair the value thereof.
The proposed redevelopment maintains the current Tourist District use and is in keeping with the
spirit and intent of Beach by Design, as well catering to extended stays and family vacationers. The
project greatly reduces the existing on grade parking areas and will provide a much needed
landscape bufFer between the residential areas to the southeast. This project will provide a positive
example of redevelopment and act as a new backdrop for the City's Marina. This project will also
provide additional tourists clientele for the restaurants, retail facilities, and the Fishing Fleet.
In addition, this redevelopment will keep the existing boat slips as an additional benefit for guests
that may bring their own boats as these slips will be available to the guests only.
3. The proposed deveiopment will not adversely affect the health or safety of persons residing or
working in the neighborhood of the proposed use.
The redevelopment of this property will maintain the tourist character of the area and will not
introduce any new businesses that may adversely affect the health of the neighborhood. The safety
of the neighborhood will be enhanced by providing proper sidewalk widths and relocating the
driveway to the parking structure away from the corner.
The proposed redevelopment wiil comply with the local, state and federal building codes and
guidelines.
� ,
4. The proposed development is designed to minimize traffic congestion.
The proposed redevelopment wiil provide 85 new tourist rooms with limited accessory amenities so
that guests wiil be encouraged to use the on-site amenities and not generate additional trips. The
new project will provide 94 covered parking spaces, including 4 ADA compliant parking spaces. This
will provide one space for each room as well as 9 spaces for staff.
5. The proposed development is consistent witfi the community character of the immediate vicinity
of the parcel proposed for development.
The proposed redevelopment project will improve the visual appeal for the City's Marina to the
north as well as be in keeping with the recent redevelopment projects to the south. The
architectural styie is traditional in form and massing and does not reflect any "given" style that may
become dated in the future. This redevelopment project will provide a number of additional hotel
accommodations bcut-,is less intense than those tourist projects to the west and south. This
reduction of intensity will provide a buffer to the LMDR to the east as well as provide additional
view corridors to the north by removing the existing on-grade parking lot. This project is
appropriate to the Beach by Design guidelines, spirit and intent.
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and
olfactory and hours of operation impacts on adjacent properties.
The proposed redevelopment project will improve the visual, acoustic and olfactory effects by
housing all automobile parking within the new structure. The fa�ade includes enhanced design
elements, including many windows, large patio/balconies,vertical and horizontal plane changes and
a color palette that is classic and not trendy. The new Sea Captain Resort will act as a visual buffer
' from the proposed higher structure to the west. The dumpster is to be enclosed in the room
indicated for this equipment and rolled out for pick-up at the appointed scheduled time and will be
screened from view from the LMDR neighbors to the south. The hours of operation will be 24/�,
which is consistent with the surrounding district and the other businesses that cater to the tourist
industry.
EXHIBIT "C"
WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)
1. The development or redevelopment of the parcel proposed for development is otherwise
impractical without deviations from the intensity and development standards.
Without the transfer of density in the form of additional motel units from the City' pool,
redeveiopment of this parcel is not feasible due to the lack of economy of scale for a redevelopment
of less than 85 total units and accommodating services. By providing all guest and employee parking
within the proposed structure, the overall height and "footprint" of the project is increased with a
better view and buffer provided to the LMDR neighborhood to the south. This increased height will
also buffer noise from the rooftop pool and bar at the proposed property to the west.
2. The development br� redevelopment will be consistent with the goals and policies of the
Comprehensive Plan, as well as with the general purpose, intent and basic pianning objectives of
this Code,and with the intent and purpose of this zoning district.
This redevelopment is in keeping with the Comprehensive Plan's goals for use, intent and planning
objectives of the City's codes and Beach by Design. This redevelopment project is above the
minimums required for the Tourist District redevelopment.
3. The development or redevelopment will not impede the normal and orderly deveiopment and
improvement of surrounding properties.
This redevelopment is in keeping with the City's goals and will encourage neighboring properties to
redevelop in the same fashion and intent.
4. Adjoining properties wiil not suffer substantial detriment as a result of the proposed
development.
This redevelopment is in keeping with the scaie, texture and purpose of the new Tourist District
guidelines as well as Beach by Design. With the large landscaped buffet between it and the LMDR
district to the south, the neighboring properties will not be substantially impacted. In fact, as a
result of the removal of the on grade parking that currently exists, the adjacent properties wiil be
enhanced. The increased height will buffer noise from the rooftop pool and bar at the proposed
property to the west and act as a step-down transition for the LMDR district to the south.
5. The proposed use shall otherwise be permitted by the underlying future land use 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 flexibie development use. The
proposed redevelopment from a 27 unit overnight accammodation facility to an 85 room
limited service resort is in keeping with the existing tourist use and activities both proposed and
existing, and will enhance the overall tourist market variety by offering a "Boutique" hotel
experience that caters to the repeat long term guests the property currently enjoys.
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. By increasing the units from 27 to 85 will
substantially add to the tax base, tourist bed tax, and increase employment by 12 to 16
opportunities for employment.
c. The development proposal accommodates the expansion or redevelopment of an existing
economic contributor. The existing 27 units will be redeveloped to 85 which will greatly
increase the economic contribution to the city and county.
d. The proposed use provides for the 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; This redevelopment is located
in the existing tourist area and is adjacent to a new 108 unit redevelopment project. In addition,
this project will act as a buffer toward the single family residentiaf neighborhood to the
southeast.
...
e. The proposed use provided for the development of a new and/or preservation of a working
waterfront use. The existing marina/docks are for the use of the guests and will not be
expanded.
6. Flexibility with regard to use, lot width, required setbacks, height and off street parking are
justified based on demonstrated compliance with all of the following design objectives:
a. The proposed development wiil not impede the normal and orderly development and
improvement of the surrounding properties for uses permitted in this zoning district because
the redevelopment is consistent with present day tourist criteria. This redeveiopment project
can be a catalyst toward other similar smaller redevelopment tourist projects.
b. The proposed development complies with applicable design guidelines adopted by the City.
This redevelopment complies with the eeach by Design guidelines as to scale, massing, and
materials. By providing all guest and employee parking within the proposed structure, the
overall height and "footprint" of the project is increased with a better view and buffer provided
to the LMDR neighborhood to the south. This increased height will also buffer noise from the
rooftop pool and bar at the proposed property to the west.
c. The design, scale and intensity of the proposed development support the established or
emerging character of an area. By following the guidelines of Beach by Design, this
redevelopment project is in keeping with the desired scale, character, and intensity of the
existing, and soon to be redeveloped, area.
d. In order to form a cohesive, visuaily interesting and attractive appearance, the proposed
development incorporates a substantial number of the following design elements:
• Changes in horizontal building planes: The overall depth of the building is 134'-4" on the
west fa�ade and is broken into two masses of 50' and 61' and are separated by the west
stair tower that is 13'-4" wide and offset from the westerly face by 5' in accordance with the
"Beach by Design" guidelines. The front fa�ade is 127'-4" wide and is made up of design
elements of 62'-8" and 63'-4" wide, which is less than the 100' maximum found in the
guidelines. The east fa�ade is composed of several architectural elements; the largest being
58'-4" wide, again, in keeping within the guidelines. The north fa4ade is also composed of
♦ l
several design elements with the largest being the bank of guest room balconies and is a
total of 97'-4" wide which is within the guidelines.
• Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos,
balconies, railing, awnings, etc; The design of this project includes several recommended
architectural details such as open baiconies at the guest rooms; awning elements at smaller
windows; freestanding columns at the porte-cochere; open railings at the parking levels;
and expressed stairtowers on the north, south and east elevations.
• Variety in materials, colors and textures: The proposed design incorporates several colors
and materials including standing seam metal roofing and awnings; painted cement plaster in
panels and banding; stone veneer; and precast architectural elements. Whiie there is
suggested a variety of materials and colors, the overall design is in harmony and proportion
as outlined in the guidelines.
• Distinctive fe�estration patterns: All major elevations include guest room balconies with
both fixed glass and sliding glass doors recessed from the front fa�ade; smaller windows
with standing seam awnings; and large window assemblies reflecting the public use spaces
inside.
• Building step backs: The upper floors that inciude the guest rooms set back from the street
fa�ade as do the guestrooms facing to the north and east.
• Distinctive roof forms: The use of standing seam, sloping roof elements both on the major
roof and the stair towers is repeated in awning elements over smaller windows and balcony
openings and at the larger window assemblies at the public spaces on the interior.
e. The proposed development provides for appropriate buffers, enhanced landscape design and
appropriate distances between buildings. By locating the mass of the structure as far to the
north and west as possible, and by not placing parking on the residential zoned property to the
east, a landscape buffer will be created between the project and the single family neighborhood
to the southeast. The proposed development to the west has the parking levels to
approximately 35' above grade and is less than 3', at the closest point to the property line, and
then steps back approximately 18' to the east facing guest rooms, thus allowing for views to the
south. The redesigned west elevation of this property does not have any windows opening onto
the east fa�ade of the proposed development thus providing privacy to these guest rooms and
providing visual relief from a more simple elevation.
. a
���.CI�,��RLA��TE ��'EIZCGLTSGi�T � 1�St�I�1L?LLEN
ATTORNE'r5 AIJG COUNSELORS AT I_?.W
U��t TAMPA CITY CENTCR,SLIIT�7000 025 L�JI.RT STR�_�
IE�II HFfiCi�^J BOVLE'�TN�J 20i NOi.1�F1 FFZANItiL'.N�TREE� P,ti �17X IGoa i2�P 33�5:�
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—^ IN F:E?LY REFER TiJ
www'.mfmlegal.�oin
ernAa.:infoE�rnlmleyal.com
Nlay 19, 2G 10
Post OC(ic� 13u� 1G(i9
Clear•,v��er, l�L 337�7
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"� CCRTIFICATE OF OWNERSHIP
'1'O: CI�I'Y O� CLEARWATER
`I�l�is is to certify that I, MIC'HAFL C. �'�L�Y,an attorney�vith the la�v finn of Nlacfarlane,
Fercuson�C McMullen, have e�amined the public records of I'inellas Counky, State of�Florida,and
flI1C� 11�e re��crc! titleholder lo tlie real property describecl on attached Exhibit "fi", to b� vcsted in
DONALD l�. F,�l�LR1 ai�u EIFERT PROP�.RTILS, II�'C., as tl�ie same is recorded in U.R. I3ook
Su36, pa�;e 21 13; publ;c records ot I'ine!las `'ounty, Florida.
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j ' � SUB.7ECT to mort�age deed Sn favor of Pianeor Fedarel 4 � - _ •
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"?� � County, Florida,9which thu Crantcce, DON�Lp F. EIFERT , �
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?brtherly linc of First Avcnuc; tliorx:r S. 54�:7'SU" li., 111U,!)0 fcrt alonQ thc
. Northcrly linr of Flrst Averux; tnrncc N. (35�?SZ'.11l" F:., to thc hl�h wa�tcr �rk
� In fle�rr+nt�r Flartx�r; thetwe Ireaterly ■rd �k�rthrriy xlrn��i ihr .aW hiRh x�tnr - �
' e�+rk to a point IyinR K. OA°:5'll" h'., '1.53 Crct 1'nxn thc 1'Uint oC Bcglnnln�;
thnice S. D4°25'll" E., 71.5; (cet Co thr 1',�).H. �
ALS�: . .
I.(7T �l\t ai l�.1YS1Dt? SUB011'151UV, as rc�urJc�l in I't.�t Yu.x:k :1, 1'.iFcs ]N �nd 19,
f�hl ic ArcorJs of Plncllas (:rnuity, I lurida.
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AL:iU:
U1f•i1�U ut kiA1SIUh S718U!\'ItituY, a� mcurd�,1 ir� :'l�i� }+�xik ;.1, Pakcs 18 �nd 11,
I'ubl ic Kecardy of Pinrllaa c:oiu�ty, I'tor�:la.
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A11, that tra�t, Ptccc or parcr! of Iwkl wh[ch aJjnlnti �:�f.! lyt 1�.o arxl 1 ies • '
!>r.twren Wt 11.o aru! thc hulkli�•�d llnc �huuii nn ti�c r,cip cr rlet �hovc reCetrecl ,
�
to, <xld land 6cing morc pnrtirularly descrihcJ as folirn.'�: Ew=Ki�u�ing at thc
Sk Ca�r'r�rr of Loc'T4a anJ nui th�rx:c Fast IS (ec[, n�rc ar ic>s, [u t)ie bulk•
head lino s�xnm on sald �p or plac; thcncc t�orth�-t:.forly �lnng s�ld txi]khcuJ
Ilne a di�tancc of 81.]S fccc, mnrc or lr.�+, 2u thc ititrr+�Yt icm u( �uf� bulk�
fuad 11nc w�ith thc proJctitlon of thr Virth prv��crt�• linc of i;ild I.�t T�-o;
ttxrx'c nin k'cst alon� sald prointed Wrth tx�urrl�ry linc tu th� tntcr<<-�tl��n
of thc last property llnc ur>J snfd projc�cinn a �li<��nio ��( �5 (crt , �rc nr .
ics,; !hcncc ;��uchr�<tctly u dititancc uC 31..�5 iro!. ra-i�• ��r Ir>,, rc� thc I'.U,P.
' i�;�;t•ih<•r �i!it :i11 ����1�.�tt f1�11i-. thl�r:'lull�i lu�i�•U�I1��( �+� n� iinxirv i��y:a'tlrlti
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All that tract, plecc or parcei oC land xi�ich adJotns LoC Ct�u (1) of BAYSIDE � � �
Si.IBDiVISION, accordiny to the revieed nap or plat thereof ns recordni in Plat �
Book 13, Pages 18 and 19, of Lhe R,blic Aoconis of Pinellas Cou.�cy, Florida,
and whlch lies betwecn said Lot A�e (7) snd the iwll:head tir�c shuwri on thc map �'`_
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or plAt above rc:ferrecl to, said larxl bein� mcre; particulnrly descrlbecl as fol- � 1
ivxs: SeYlnnina at [he SE Corner oF nald Lot Uie (]J, nui thcncc ESast 35 Feat,
more or lese, co the bulkncad line �hoxa on s�1J plut; thence frorchwesicrly
along aaid hulkhead line to the intcrsrccion u!' sald bulkhcad linc aich a
Pbrtherly projection of the Ke�t proporty I tne ot seid Lat Cho (1) ; lhence run
, South along sald Northerly projection ot thc Wc•st pra�x:rty llnc of sefd Loc '•.`�'
One (1? to che Northerly corner of �Ald Lot One (1); thence Southea��erty ■ir�R
i che Northcasterly boury.Inry line of ��Sd Lut Onc (1) a dis[�ncr of 62.30 fect, ���.,,�
; mor��or less, to the Polnt of Beglnnin�. �.'9t
, ". � 4.���.
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, TQGEI7[F�2 WITtt tliat portion af Jlamilcon (1Lua�lcnJ rSrivc, Cleun+atcr lieoch, �
" Floridn, vacatecl by action of the CSty (:oamission ol' t1�e Clty of ;:7eanrater ' � '-�
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as set fortti in P.esolucion No, 67-94, adopterl cx-[ol�er I6, 1967, und re�:c�rded
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� in [he Public Rr.cords of Pincllns Cowty, FIoridu,
' TOC;I:T1frP, hII"I71, with�ut covorunty of Harranty hrn+ever, ni�y propert� Iying ' . ._�
` t+e�r�rrn thc atx:�•c dcs�rlhc3 propcity att�l thc raiA(jIIJ( b4� w,�)1 ,��r.! JIIY ' . -•�•. �
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STOR�-i���r�T�I� ��t.=�N.�GE�-•tENT REPOP.T
:�ND EN�'IIZON�1FN�r.�L RESOURCE PER\-IIT :4PPLIC:aTION
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SEA CAPTAIN MOTEL ' i
CLEAIZWATER, FL � ;
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PRESENTED TO: �
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SOU"T'tIWEST FLURIDA WATCR MANAGE1v1ENT DIS`I'1ZIC"T I
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CI'I'Y OF CLEf�RWATER . �
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FROM: I
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DEUEL & ASS��CIATES �
�4625 EAST BAY DRIVE, SUITE 21 1 �
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CLEARWATER, FL 3376�
CL�2T[FICAT'E QF AUTHURIZAT[ON NO: 2G3?0
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BRIAN A. BARKER, E'.E. #5E�%28
Julv 2010
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SI:.-� C,-��i'�I,1' �IQT'LL
PRO,JEC`I'NARILITI�'E
1 .0 PROJf_CZ' DESCIZIP"I�ION
The proposed "Sea Captain R�fotel" is located at 40 llevon Street on Cleanvater I3cach, FI.. The scope of
this project ��-ill in�olve the demolition of the existing site impro��ements (nio�ei ancl parking lutl an�i thc
constructiun �f a iie�v motef and parking iot and stonn�vater mar�a�ement tiystem. The storm��-ater
management system ���ill be consU-ucted to provide '..�5"of water quality treatni�nt fe�r tliz entire siie.
?.0 L1IS"I�ING CONI�I`rIOrdS �
'1'he sitr is currently cle�-elupecl a��d operating as a moteL There is currently nu water c�uality trra�nicnt bein�
pri��iclecl ti�om �he ru:lof�f of Ule site before it enters CleZni�ater I-tarboi. Ciear�;��iter [Isirbor is NO I ciesi��na��il
as an "im��aireci �+�ater body" as confirmed wit}t the FDEP.
3.0 STOIZh�I���ATrR N1nNAGEI��ENT S�'STF..i�t
The proposed storin���ater management system �vill consist of water quality treotment acenmplished by � �t-y
<letentioi7 pond loca!ecl a[ the east sicle or the property. The pond �vill treat the lirst 3i�1" of runoff� f�re;m i��t
entire site.
The estimated seasonal hi5h o.round �,:-ater ele��ation �vas deterniiilcd to be at E1--�.;i ���hicf� is I' b�lo��• e,�istin��
grade. This is;hc����n c�n the attached geotechnical report perfon�ied by GuIPCoast "I�esting Lahoraio�y, Inc. �
�.0 CONCLUSIC)N
The storm�.�ater management system for t1-,is project has been designed in accorc.ance �vith the criteria
Ctit1f)IItiI1CCI bV lI1C C�I(y'OI G�£inv$IC(Slld llle JOUCI14VeST FIOI'1C�2 �''ater I��fanagement Districi.
S U I11I211I C V:
♦ I�r�ats ia"-II1CI1 OI 1"UIIO�I
+ C'r��idcs 6" of f�rc�board
♦ f;rc�.tiic�n contrc�l measures �vi(I be in state prior to any eonstructinn
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LICENScD T0: DEUE� & A.SSOCIATES
STHGE - STOR,�GE
PROJE�'.T NAf��IE Sc.A CAPT,AI�!
PROJECT NURnBER 2010-G3
DESIGNER BB
DATE U7;(!ii;10
COMMEN�SW FW h�1D /Clearwater '
A,REA C T.O.B. 3486 EL............ 4.40 �
AREA � DHW 2977 EL............ 3.90
AREA rc DLW , 2977 EL............ 3.90
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AREA @ BOTTOM\NWL 2044 EL............ 2.90
AREA VOLUME AREA VOLUME
STAGE SQ1FT CU\FT STAGE SQIFT CU1FT
2.90 2U44 0 3.6u 2779 1844
'�.93 2072 61 3 69 2807 1y26
2.96 2?01 122 :,.72 2836 2009 �
2.99 2129 184 3.;5 ?_86� 2093
3.�72 2157 247 �.75 2892 2�78
3 ()5 21 F35 311 :�.,�1 2J21 2263
' Uf, 2214 376 3.�5� 2949 '�35U
'', 11 2242 �1-�1 3.�31 2977 ?4:ii
3 1�1 ?270 5G8 3.9� :3005 �'_525
3.1 G %29FS J�J 3.93 3034 2613
3.19 ?_327 643 :i.�+f� 3pG2 �703
3.�2� ��355 7�2 3.99 3090 27��a
,s.25 2383 781 4.0� 3118 288.5
3.2�5 2412 852 4.05 3147 2�77
3.31 2440 923 4.08 3�75 3070
3.:.�4 246t3 995 4.11 3203 316�3
3.?7 249G 1068 4.14 3232 3�58
3.4U 2525 1142 4.16 3260 3354
3.�13 2553 1217 <� 19 32b8 3450
3.4G 2581 1292 4.2? 331G 35d7
�i.�1�:3 ��Ci09 1;s69 �-i.25 3345 3li<15
3 �;�� '1G38 i�l�#6 4.l>3 3373 37�14
3 5.� ��igG 1524 4.31 �401 38<l�l
:� �r3 16�:ia 1603 -�.3=: ��t29 �9��4
3 f�1 2%23 16�2 a 37 3453 40a5
�� �;a ���� 1�c:3 a �o ;;a�c .���1�
VGLUME ABOVE TREtiT�v1ENT 0 CF �
SVVF`Niv�G TREATi�1ETJT '�✓C�LUME �525 CF
TOTAL VOLUtv1E 2.525 CF
I��,y� ,G�� �.1 �.I ! i���ra!11 'l•' ..'l�A J 11 e ,' Ji�f r/ �/ :� � I '� � `:7" ,c ' � ,. ._ . ,� >> j t 1"
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. �r+¢�s.a+amzsusw.ww:.rraumce�cvs-x:sc:i't ss. .
�.onstant Filter�.rea -
_ . Thin Blue Nurnbers = Input .iala -�
� I '' �I 1 [ Dold Red Numoers = Answers
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Site Data �
Project area = 0.$3 Acres A= 3.90 ft.- Eleva6on of ihe top of water qualiry treatment vc�lurnc
Rainfall runoff depth = 0.75 Inches(OFW ?) B = 2.90 h. - Elevation of the bottom of the treatmr nt votume or th� pr�nd
_ R.equired treatment volume= - 2t260 Cubic Feet C = 2.00 ft. - Underdrat� invert elevatio�
Underdrain pipe length = 30.0 Feet 0.65 ft.-distance frc�m bottom (Q)to the centerline af lhe undc:rdrain
Underdrain pipe diameter= 6 Inches H = 1.50 ft. -trench height
I�tanning's n = 0.010 5.42 Darcy's k(ft,'hr)
Totai bleeddown time = 18.52 Hours Area of pond at elevation A= 2,977 square feet
Ponci Volume okay? Yes Area of pond at elevation B = 2,04� square feet
Recovery time okay? Yes Average pond surface area AR= 2,511 square feet
Underdrain pipe size okay? Yes Filter Flow Length = 2.00 feet
Underdrain invert elevation okay? Yes
'! FILTER FILTER AVG. �
WATtR TOT. INCR. �JE!� � iNCR. FLOW HYD. AREA FLOW FLOW IN�,R. �TOTr,L
ELEV. HEAD HEAD i'OL.(V) 1 VOL. LtNGTH GRAD. A= L x Q=KiA (Q1+Q2)i'2 I IME TIME
(FT.) (FT.) ((=T.) (CU.FT.; (CU.FT.) (FT.) i=h/lav H or W ( CFH ) ( CFH ) (HRS) I,HRS)
3.90 1.65 2,496 2.00 0.8250 45 201
0.17 477 191 2.50 2.50
3.7;3 1.-�8 2,C19 2.00 0.7417 45 181
0.17 453 171 2.65 5.15
;�.57 1.32 1,�65 2.00 0.6583 45 161
0.17 429 150 2.85 8.00
3 -10 1.15 1,137 2.00 0.5750 45 140
0.1? 404 130 3.11 11.11
3.�3 0.98 733 2.00 0.4917 45 120
-
017 379 1110 3.45 14.76
5.07 0.62 354 2.00 0.4083 45 100
0.17 35�4 89 3.95 1£3.52
"�.90 _0.65 0 2.00 0.3250 4_�_ 79
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5",-�� PARK .BOULE�'.�RC?
PfNELLAS PARE;, FL ;;7�1
C'cl�.ti iltl.t:"11(i:�' �1:�TERIAI.S ENGI\EERiNG COL�\C(L CEftIIFiEi)
C=:(�-1 i�!.-I t�l c"0(,4 L'Ti iOR!'Li TiON a'v'UC1U_':-0
PH0:1�E: �??") �-3-3--JU��
F:�1:� l��') S�i�i-';3
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��� �Y tti.t�'C*i 4-�'��,,ti .a. ?' ._.�.2aw„+�C.a�s�..�e:r�K'��+7+1�s41'."yY;vc�t,,•4,!!tat s,v,.��t��9vUh �� s�1,,l,���� �'S .
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CLfLN']': Deuel S: Associates L.AB N0: 16968
i'IZUJECT: Sea Captain, �10 Devor Urive, Clear�vater B�ach, Florida DA;�E REI'ORTFD: 5:S'I 0
[);\�f�L �I'ES'TEU: 6/7;(0
I.00ATION OF TES'I': 3�' N x 18' GV of SE Corner of Property (see Site Plar� and Pictures) '
[:)EPT}-i TO EXISTING WATER 'I'ABLE; 3' 2" E�clo�v tl�e Existing Ground S�rf�ce �
F�STIIvinTED SEASONAL H[GH ��ATER LGVE1.: 1' +/- Bclow the Existing Groand Surface
ftG��1;�RKS: Tidal var�ation� i�i ti�c ElarUur wiii i,ifluen�e th� W�ier Table.
\',�A'I'ER 1�EI�•1P: N/A 'WATER pH: T!/A
�= INNER RlNG READINGS SOIL PROFILE
Depth CLASSIFICA"1'ION
in feet. �E�i�rir:c suxrncE�.rraox e�e�•�
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` : _ :: Dark �3rown Sanc1 w/Ruots
' ��.> I . ; , ; .. _. ; ,. _ ; �` :�, 3>; (Pl�nter), l0yr :,/3
' � ' ' _� l '' . '' E3ro�i�n San�i w/C7cc. Roots & Peu•
� ��.i� � . : ._...1. _ . t
, • 0' 9" �J.`' Shell Fragments, (04r �t/3
i -',: L.ight F3ro��m Sand «-/Shell
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� ti.5 j I R �,,Q" _ Fragments, ?.S;�r 6/4 -
', ;i.0 I . ,.. _ ._ .. � � .
, ; T ly 10„ � Bro�i�n Sand �v/ Occ.Roots
� � ' 7.Syr 4/2
7.� _. _ , I --- -
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i . ! , i i U : K ZF '.
; 7.0 ; .__... . . _. ; TI ��ai:~ : Dark Brown Sand�v;
� i ' ' �' 1"� ti: Slight Trace of Silt, 7.Syr �1/'
� b 5 ' ; ;._. .. ' � ' --
; � ' ; R 3 . r; Light Gray Sand �v/Chell
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� 6�1 �`g�_�.� ' i �� 3t 8'•'� �ragments, Oyr 7/1
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� i ' ' Gra` Sand w/Trace f i"�
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� �.5 � ; ; !._ _ ; � E .}, g;,' ' ` Shell Fragments. l0yr 6!I
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� .� ��_ � � ' � I ,f `, , Gray Sand w/Shefl Fragments ��
li;:II i I 2 1 4 5 6 'S'::6'?` � I'ieces u(Silt. IO�,r �,'1
I'f:R �la��seci 'I'irnc (Hours) -- . - ---
I I�?l IK INE'il:l'I�,�"riON I2,�TE = 5.9 _ INCHF,S/ I�R. i�ol„ Terrninated at hb"
Ite���ecti'ully Suhr,�ittecf. Ground leve! �
� � /� r ;�i�,?`"�?=�a�*l�a�•�,:tzy.•,���cfr:�� ���� _
/` 4 �.r.r,.s..r.r ti�YF�� •'r;��r.h I y'.: `� .. .
(/�.`(,�����_ ,. ,TEST nepth �`A I� S�� I �� I�'�inr�icr ` I/� Ifa'
. --�-------- -��.�/��� G � below E�istin� ��rade ;� :' _ _ __ , -
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(liis rcpurt is the prop�rty o(�tlic Client listed anel c;�nnot be copiecl or reE�raduced �VIII1�1uI �i'1"11{�Il �)LI'[t]1SSIU11 O�lflC CIICfiI Uf �Jt_ ��.
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