FLD2008-04011, 301 S MAIN AVE - June 17, 2008
FLD2008-04011
301 S MAIN AVE
QUALITY POWER
PLANNER OF RECORD: WW
ATLAS # 289B
ZONING: C
LAND USE: CG
RECEIVED: 04/01/2008
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
.
CL W CoverSheet
CDB Meeting Date:
Case Numbers:
Agenda Item:
Owner/Applicant:
Representative:
Address:
June 17,2008
FLD2008-040 11
D1
Ruckus Investments, LC
Keith Rucker
301 S. Main Avenue
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
Flexible Development approval to permit (1) a 6,000 square-foot building
for retail sales and service use (lawn mower and other power equipment
sales and repair) and (2) a 2,008 square-foot outdoor retail sales, display or
storage use (in conjunction with and adjacent to the east side of the
proposed building) in the Commercial (C) District with a reduction to the
side (south) setback from 10 to 5.1 feet (to building and pavement), a
reduction to the side (east) setback from 10 feet to 5.1 feet (to pavement), a
reduction to required parking from five spaces per 1,000 square feet (40
spaces) to 2.87 spaces per 1,000 square feet (23 spaces) and a deviation to
allow the outdoor storage of power equipment within the side (south)
setback, as a Comprehensive Infill Redevelopment Project, under the
provisions of Section 2-704.C.
CURRENT ZONING:
Commercial (C) District
CURRENT FUTURE LAND Commercial General (CG)
USE CATEGORY:
PROPERTY USE:
Current Use: Vacant
Proposed Use: Retail sales and service use (lawn mower and other power
equipment sales and repair)
EXISTING
SURROUNDING ZONING
AND USES:
North: Office (0) and Institutional
(I) Districts
South: Commercial (C) District
East: Commercial (C) District
West: Commercial (C) District
Offices and Post Office
Retail sales
Offices
Retail sales
ANALYSIS:
Site Location and Existing Conditions:
The 0.821 acres is located at the southeast corner of S. Main Avenue and Rainbow Drive. The property is
currently vacant, undeveloped land. The applicant currently has its retail sales and service establishment
at 2066 Y2 Gulf to Bay Blvd, on the east side of S. Mercury Avenue (a few blocks to the west of the
subject property). Offices and the Post Office are located to the north across Rainbow Drive within
property zoned Office (0) and Institutional (I) Districts respectively. Offices are located to the east
within the Commercial (C) District. Retail sales and service uses are located to the south (Albertsons)
and west across S. Main Avenue (Sears Essentials) within property zoned Commercial (C) District.
Development Proposal:
Community Development Board - June 17, 2008
FLD2008-04011- Page 1 of9
The proposal is to develop the site with a new, one-story, 6,000 square foot retail sales and service building
for the sales and service of lawn mowers and other power equipment. The proposed building will be located
on the south central portion of the site. The applicant has oriented the primary entrance to the retail sales
showroom toward S. Main Avenue due to the amount of traffic this roadway generates. There will be
secondary showroom and service entrances on the north side of the building. Two overhead doors for the
delivery of new equipment and for the loading and off-loading of lawn mowers that need service or have
been serviced are located on the east end of the north side of the building. Two overhead doors are also
located on the east side of the south side of the building for ventilation purposes in their service area. The
applicant is also proposing a 2,008 square-foot outdoor storage area on the east side of the building for the
storage oflawn equipment needing to be serviced. This outdoor storage area is designed with an eight-foot
high, ornamental rail fencing between columns, with opaque fabric on the inside of the fence to screen
views of the stored equipment. Two overhead doors on the east side of the building provide access to this
outdoor storage area and provide for ventilation of the service area. The approximately 17.5-foot tall
building (to the midpoint of the pitched roof) will be constructed with a sand-colored split-face concrete
block on the north and west sides and regular, painted concrete block on the east and south sides. The metal
roof and awnings will be an evergreen color and a stucco band above the awnings is proposed a dark beige
color. A 23-space parking lot complying with Code design requirements will be constructed on the west
and north sides of the building. A driveway on S. Main Avenue provides access to this site lined up with
the drive aisle on the north side of the building. A driveway approximately midpoint on Rainbow Drive also
provides site access on the north side of the property. The site design locates retention areas along the north
and west sides of the property, where the proposed parking lot meets and exceeds required setbacks.
Floor Area Ratio: Pursuant to the Section 2-701.1, the maximum floor area ratio (FAR) for properties
with a designation of Commercial General (CG) land use is 0.55. Based on the proposed floor area of
6,000 square feet, the proposed FAR is 0.22 and is, therefore, consistent with the Countywide Future
Land Use Plan with regard to the maximum allowable FAR.
Impervious Surface Ratio (I.S.R.): Pursuant to Section 2-701.1 of the Community Development Code,
the maximum allowable I.S.R. is 0.95. The overall proposed I.S.R. is 0.63, which is consistent with the
Code provisions.
Minimum Lot Area and Width: Pursuant to Table 2-702 of the Community Development Code, the
minimum lot width and area for retail sales and service uses is 100 feet and 10,000 square feet
respectively. The subject property has 130 feet of frontage along S. Main Avenue and 275 feet of
frontage along Rainbow Drive and is 35,740 square feet in area. The proposal is consistent with these
Code provisions.
Minimum Setbacks: Pursuant to Table 2-703 of the Community Development Code, the minimum front
setback for retail sales and service uses is 25 feet (parking lots can be at a minimum of 15 feet) and the
side setback can range between 0 - 10 feet. Since the subject property is a comer lot, the north and west .
portions of the property must meet a front setback, while the south and east sides must meet a side
setback. The applicant is also proposing an outdoor storage area, which is only listed as a Flexible
Standard Development use under Table 2-703 and must meet a 25-foot front and a lO-foot side setback.
The proposal includes reductions to the side (south) setback for both the retail sales and service use and the
outdoor storage use from 10 feet to 5.1 feet (to building, pavement and the outdoor storage area). The
outdoor storage use also carries a criteria restriction disallowing the outdoor storage of goods and materials
(other than living plant material) within a required setback. This application must be processed as a
Comprehensive Infill Redevelopment Project due to the proposed side (south) setback reduction for the
outdoor storage use to 5.1 feet. The applicant is also requesting a side (east) setback reduction to 5.1 feet to
pavement for the parking lot.
Community Development Board - June 17, 2008
FLD2008-04011 - Page 2 of9
An Albertsons grocery store is located to the south ofthe subject property, with the rear of the Albertsons
building, along with its loading and trash areas, oriented toward the south side of this property. The
applicant desired to locate the proposed building at a minimal south setback so as to hide much of the
negative visual and olfactory impacts of the adjacent Albertsons building as possible, thus the proposed
5. I-foot side (south) setback. Pavement at the rear area of the Albertsons store is at a zero setback to the
common property line with the subject property. With this proposed south building setback, the
applicant has designed the site to keep the parking lot to the west of the building and the outdoor storage
area to the east of the building in line with this proposed building line. Additionally, by keeping the
building to the south, the applicant has been able to design the site meeting the required 25-foot front
(north and west) setback (25.2 feet on the west and 27 feet on the north). The pavement of the parking
lot, primarily a backup flair, is proposed less than the required side (east) setback at 5.1 feet. The east
side of the property abuts Albertsons property that provides driveway access to Rainbow Drive, with its
pavement at a zero setback to the common property line with the subject property. Office uses are to the
east of the Albertsons driveway. The office building to the east at 300 S. Belcher Rd. is located at a
seven-foot south setback, with its existing pavement at a zero-foot side (south) setback. The proposed
setbacks for this proposed retail sales and service use is consistent with setbacks to building and/or
pavement on surrounding neighboring properties. The proposed, reduced south side setback will also
assist to mitigate negative impacts of the functional uses at the rear of the Albertsons grocery store on
surrounding properties and the traveling public on S. Main Avenue and Rainbow Drive.
Maximum Building Height: Pursuant to Tables 2-702 of the Community Development Code, the
maximum allowable height as a minimum standard for retail sales and service uses is 25 feet. The
proposed building will be one-story in height, approximately 17.5-feet to the midpoint of the pitched roof,
well below the minimum standard height.
Minimum Off-Street Parking: Pursuant to Tables 2-703 and 2-704 of the Community Development
Code, the minimum required parking for retail sales and service uses can range between 4 - 5 space per
1,000 square feet of GFA and outdoor retail sales, display and storage requires five parking spaces per
1,000 square feet. As such, the minimum number of required parking spaces is 40 parking spaces. The
proposal includes a reduction to required parking from 40 to 23 spaces. The applicant proposes the
outdoor area for storage only, for the purpose of storing lawn equipment waiting to be repaired, which
the applicant contends doesn't generate a parking demand. The showroom is proposed approximately
3,500 square feet in area. While there will be power equipment and parts display, the applicant sells
many large mowers where their display can take up as much as an eight-foot diameter. The rest of the
proposed 6,000 square foot building (approximately 2,500 square feet) will be for the storage of crates,
prepping new equipment and repair of customer equipment. The applicant currently has 11 full time staff
in their current location, including two employees whom are primarily on the road during business hours
using company trucks delivering new customer equipment or picking up or delivering customer
equipment needing repairs.
The applicant has submitted a Parking Study for this application. This Parking Study analyzed their
existing location to determine the number of spaces necessary to handle existing and planned customer
parking needs. The Parking Study also analyzed the types of vehicles coming to the current location
(standard car/truck, truck/trailer or delivery truck). With the proposed conditions of this proposed
development, the Parking Study has demonstrated the provided parking will adequately serve the
proposal and, as such, the requested parking reduction has been justified. Future use of this site will need
to be with a use that has similar characteristics as the applicant.
Community Development Board - June 17,2008
FLD2008-04011 - Page 3 of9
Mechanical Equipment: Pursuant to Section 3-201.D.1 of the Community Development Code, all outside
mechanical equipment must be screened so as not to be visible from public streets and/or abutting
properties. The applicant is proposing mechanical equipment to be located on the south side of the new
building and screened with fencing material. Based upon the above, the development proposal is
consistent with the Code with regard to screening of outdoor mechanical equipment.
Sight Visibility Triangles: Pursuant to Section 3-904.A of the Community Development Code, to
minimize hazards at driveway intersections with S. Main Avenue and Rainbow 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. The proposed site and landscape design
meet this requirement.
Utilities: Pursuant to Section 3-911 of the Community Development Code, for development that does not
...ipvolve a subdivision, all utilities including individual distribution lines shall be installed underground
. unless such undergrounding is not practicable. The civil site plan for this proposal indicates that all on-
site electric and communication lines for this new building will be placed underground in conformance
with this Code requirement.
Landscaping: Pursuant to Section 3-1202.D.1 of the Community Development Code, this site is required
a lO-foot wide landscape buffer along S. Main Avenue and along Rainbow Drive. With the proposed
stormwater retention ponds adjacent to S. Main Avenue and Rainbow Drive, this proposal meets the
perimeter buffer along these roadways. A minimum five-foot wide landscape buffer is required along the
south and east property lines adjacent to other nonresidential uses, which is being provided.
The proposal includes planting the perimeter buffer along S. Main Avenue and Rainbow Drive adjacent
to the proposed parking lot, behind the proposed stormwater retention ponds, such that the buffer will
effectively screen the parking lot. Required buffer trees will also be planted closer to the proposed
parking lot to more productively shade the pavement. The interior of the new parking lot will also be
landscaped to meet Code requirements. The proposal also provides the required five-foot wide
foundation landscaping on the north and west sides of the building. The only two trees worthy of
preservation on this site are being saved (other exotics are being removed). Live oak, magnolia, bald
cypress, cabbage palm and crape myrtle trees are being planted on-site as part of the landscape design.
Besides the proposed trees, dwarf yaup on holly and Indian hawthorn shrubs will be planted in the
perimeter and interior landscape areas. Dwarf jasmine and fakahatchee grass groundcover will also be
planted in the foundation and interior landscape areas. Some interior landscape areas of the parking lot
currently do not meet the Code landscaping requirements and the landscape plan should be amended to
meet the requirements prior to its permit issuance. The proposed on-site landscaping otherwise complies
with Code requirements.
Solid Waste: The applicant is proposing a solid waste dumpster enclosure on the north side of the
building within the parking lot adjacent to the driveway to Rainbow Drive. The proposal has been found
to be acceptable by the City's Solid Waste Department.
Signage: While not proposed at this time, should any future freestanding signage be desired, such
freestanding signage should be limited to a monument-style sign at a maximum height of six feet,
designed to match the exterior materials and color of the building. Any approval of this request should
be conditioned on such signage limitation. Building elevations indicate attached signage on the north
and west sides of the building, which will require approval through a Comprehensive Sign Program.
Community Development Board - June 17, 2008
FLD2008-040 11 - Page 4 of 9
Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the
subj ect property.
COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency
of the retail sales and service use with outdoor storage proposal with the standards as per Section 2-701.1
and Tables 2-702,2-703 and 2-704 of the Community Development Code:
Standard Pro Dosed Consistent Inconsistent
Floor Area Ratio 0.55 0.22 X
(FAR)
I.S.R. 0.95 0.63 X
Lot Area 10,000 sf 35,740 sf X
Lot Width ., 100 feet S. Main Avenue - 130 feet; X
Rainbow Drive - 275 feet
Setbacks Front: 25 feet West (S. Main Avenue) - 27 X
feet (to proposed pavement);
North (Rainbow Drive) -
25.2 feet (to proposed
pavement)
Side 10 feet East - 5.1 feet (to proposed X
pavement)
South - 5.1 feet (to proposed
building, pavement and
outdoor storage area)
Height 25 feet 17.5 feet (midpoint of X
pitched roof)
Off-Street Retail Sales and Services - 4 - 5 spaces 23 spaces (2.87 spaces! Xl
Parking per 1,000 square feet GF A; 1,000 square feet of retail
Outdoor Storage Area - 5 spaces per sales building and outdoor
1,000 square feet GF A storage area)
(34 - 40 spaces required)
See analysis in Staff Report
Community Development Board - June 17, 2008
FLD2008-04011 - Page 5 of9
COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of
the development proposal with the Flexibility criteria as per Section 2-704.C of the Community
Development Code (Comprehensive Infill Redevelopment Project):
Consistent
X
Inconsistent
1. The development or redevelopment is otherwise impractical without deviations from
the use and/or development standards set forth in this zoning district.
2. The development or redevelopment will be consistent with the goals and policies of
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 is
characterized by other similar development and where a land use plan
amendment and rezoning would result in a spot land use or zoning designation;
or
f. The proposed use provides for the development of a new and/or preservation of
a working waterfront use.
6. Flexibility with regard to use, lot width, required setbacks, height and off-street X
parking are justified based on demonstrated compliance with all of the following
design objectives:
a. The proposed development will not impede the normal and orderly development
and improvement of the surrounding properties for uses permitted in this zoning
district;
b. The proposed development complies with applicable design guidelines adopted
by the City;
c. The design, scale and intensity of the proposed development supports the
established or emerging character of an area;
d. In order to form a cohesive, visually interesting and attractive appearance, the
proposed development incorporates a substantial number ofthe following design
elements:
o Changes in horizontal building planes;
o Use of architectural details such as columns, cornices, stringcourses,
pilasters, porticos, balconies, railings, awnings, etc.;
o Variety in materials, colors and textures;
o Distinctive fenestration patterns;
o Building stepbacks; and
o Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape
design and appropriate distances between buildings.
Community Development Board - June 17, 2008tFLD2008-04011 - Page 6 of9
X
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 Section 3-913 of the Community Development Code:
I. 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.
2. The proposed development will not hinder or discourage development and use of
adjacent land and buildings or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety of persons
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion.
5. The proposed development is consistent with the community character of the
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including
visual, acoustic and olfactor and hours of 0 eration im acts on ad- acent ro erties.
Consistent
X
Inconsistent
X
X
x
X
X
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at its
meeting of May 1, 2008, and deemed the development proposal to be sufficient to move forward to the
Community Development Board (CDB), based upon the following findings of fact and conclusions of
law:
Findings of Fact:
1. The 0.821 acres is located at the southeast comer of S. Main Avenue and Rainbow Drive;
2. The property is currently vacant, undeveloped land;
3. The proposal is to develop the site with a new, one-story, 6,000 square foot retail sales and service
building for the sales and service of lawn mowers and other power equipment;
4. The applicant is also proposing a 2,008 square-foot outdoor storage area on the east side of the building
for the storage of lawn equipment needing to be serviced;
5. The outdoor storage area is designed with an eight-foot high, ornamental rail fencing between columns,
with opaque fabric on the inside of the fence to screen views of the stored equipment;
6. The site design locates retention areas along the north and west sides of the property, where the
proposed parking lot meets and exceeds required setbacks;
7. A 23-space parking lot complying with Code design requirements will be constructed on the west and
north sides of the building;
8. The proposal includes a reduction to required parking from 40 to 23 spaces and the applicant has
submitted a Parking Study analyzing the characteristics of parking for the proposal;
9. With the proposed conditions of this proposed development, the Parking Study has demonstrated the
provided parking will adequately serve the proposal and, as such, the requested parking reduction has
been justified;
10. The proposal includes reductions to the side (south) setback for both the retail sales and service use and
the outdoor storage use from 10 feet to 5.1 feet (to building, pavement and the outdoor storage area) and
a side (east) setback reduction to 5.1 feet to pavement for the parking lot;
11. The proposed setbacks for this proposed retail sales and service use is consistent with setbacks to
building and/or pavement on surrounding neighboring properties;
12. The proposed, reduced south side setback will also assist to mitigate negative impacts of the
functional uses at the rear of the Albertsons grocery store on surrounding properties and the traveling
public on S. Main Avenue and Rainbow Drive;
Community Development Board - June 17, 2008
FLD2008-04011 - Page 7 of9
13. The proposal provides the required landscape buffers around the site, interior landscaping and
foundation landscaping; and
14. There is no outstanding Code Enforcement issue associated with the subject property.
Conclusions of Law:
1. That the development proposal is consistent with the Standards as per Section 2-701.1 and Tables 2-
702,2-703 and 2-704 of the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2-704.C of the
Community Development Code;
3. That the development proposal is consistent with the General Standards for Level Two Approvals as
per Section 3-913 of the Community Development Code; and
4. The proposal is compatible with the adjacent land uses.
Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development
application to permit (1) a 6,000 square-foot building for retail sales and service use (lawn mower and other
power equipment sales and repair) and (2) a 2,008 square-foot outdoor retail sales, display or storage use (in
conjunction with and adjacent to the east side of the proposed building) in the Commercial (C) District with
a reduction to the side (south) setback from 10 to 5.1 feet (to building and pavement), a reduction to the side
(east) setback from 10 feet to 5.1 feet (to pavement), a reduction to required parking from five spaces per
1,000 square feet (40 spaces) to 2.87 spaces per 1,000 square feet (23 spaces) and a deviation to allow the
outdoor storage of power equipment within the side (south) setback, as a Comprehensive Infill
Redevelopment Project, under the provisions of Section 2-704.C, with the following conditions:
Conditions of Approval:
1. That the final design and color of the retail sales and services building and outdoor storage area be
consistent with the conceptual elevations approved by the CDB; -
2. That, due to reduced parking below that required by Code, any future change in the building tenant
be evaluated for complementary operational characteristics and parking demand, and may require
additional provided parking and/or approval by the Community Development Board;
3. That the opaque screening fabric, located on the fencing along the north, east and south sides of the
outdoor storage area, provide 100 percent opacity, be maintained in a clean and attractive appearance
and shall be in good repair at all times;
4. That, due to reduced parking below that required by Code, the outdoor area be restricted to storage
only and the storage of materials within this area, including any storage racks, not be visible above
the screening fence;
5. That the overhead doors on the south side of the building be for ventilation purposes only and not for
building access from the area south of the building;
6. That any future freestanding sign be a monument-style sign a maximum of six feet in height and be
designed to match the exterior materials and color of the building;
7. That, prior to the issuance of any permits, the landscape plan be amended to ensure interior
landscape areas are planted with shrubs and groundcovers in accordance with Section 3-1202.E.1;
8. That exterior electrical boxes and meters and similar equipment must be painted the same color as
the building prior to the issuance of the Certificate of Occupancy; and
9. That, prior to the issuance of any permits, compliance with all requirements of General Engineering,
Traffic Engineering and Stormwater Engineering be met.
Community Development Board - June 17, 2008
FLD2008-04011 - Page 8 of9
Prepared by Planmng Department Staff: ~r 1'1, W &!1
Wayne M. ells, AICP, Planner III
ATTACHMENTS:
o Location Map
o Aerial Map
o Zoning Map
o Existing Surrounding Uses Map
o Photographs of Site and Vicinity
S:IPlanning DepartmentlC D BIFLEX (FLD)IPending cases I Up for the next CDBIMain S 030/ Quality Power (C) - 6./7.08 CDB - WWlMain S
030/ StajJReport.doc
Community Development Board - June 17, 2008
FLD2008-04011 - Page 9 of9
Resume
Wayne M. Wells, AICP
100 South Myrtle Avenue
Clearwater, FL 33756
727-562-4504
wayne. wellscmmyclearwater.com
PROFESSIONAL EXPERIENCE
. Planner III
Planning Department, City of Clearwater, FL
November 2001 to Present
As part of the Development Review Division, prepared and presented staff reports for Flexible
Standard Development (staff-level cases), Flexible Development (public hearing cases) and Plats
before the Development Review Committee and the Community Development Board and
Development Agreements before the City Council; Reviewed building permits for Code
conformance; Prepared and/or assisted preparation of Code amendments; Provided public
information (via telephone, mail, ernail, zoning counter or predevelopment meetings).
. Zoning Coordinator
Zoning Division, City of Pinellas Park, FL
March 1989 to November 2001
Acting Zoning Director; Represented the Zoning Division on cases and issues before the City
Council, Community Redevelopment Agency, Planning and Zoning Commission, Board of
Adjustment and outside agencies; Prepared and presented staff reports for land use plan
amendments, rezoned, planned unit developments, conditional uses, variances and site plans;
Reviewed final site plans and building permits for Code conformance; Prepared and/or assisted
preparation of Code amendments; Provided public information (via telephone, mail, zoning
counter or predevelopment meetings).
. Program Manager, Zoning Branch
Manatee County Department of Planning and Development
Bradenton, FL
June 1984 to March 1989
Trained and supervised three employees; Prepared and presented variances and appeals to the
Board of Zoning Appeals; Coordinated final site plan and building permit review for Code
conformance; Assisted in preparation of Code amendments; Provided public information (via
telephone, mail, zoning counter or predevelopment meetings). Interim Code Enforcement
Manager- Managed the Code Enforcement Section; Supervised six employees; Prosecuted cases
before the Code Enforcement Board; Investigated and prepared cases of alleged violations of
land use and building codes. Planner II, Current Planning Section - Prepared and presented
staff reports for rezones, planned developments, special permits, plats and mobile home parks to
Planning Commission and Board of County Commissioners; Reviewed final site plans and
building permits for Code enforcement; Assisted in preparation of Code amendments; Provided
public information (via telephone, mail, zoning counter or predevelopment meetings).
. Planner I
Alachua County Department of Planning and Development
Gainesville, FL
June 1980 to June 1984
Prepared and presented staff reports for rezones and special permits to Planning Commission and
Board of County Commissioners; Reviewed site plans and plats for Code conformance; Assisted
in preparation of Code amendments; Provided public information (via telephone, mail, zoning
counter or pre development meetings). Intern - Compiled and coordinated the Alachua County
Information and Data Book; Drafted ordinance revisions; General research.
· Graduate Assistant
University of Florida Department of Urban and Regional Planning
Gainesville, FL
1979 to 1981
Coordinated downtown study for Mayo, FL; Coordinated graphics for Jefferson County
Comprehensive Plan.
· Planning Technician
Planning Division, City of St. Petersburg, FL
1977 to 1979
Prepared primarily graphics, for both publication and presentation; Division photographer for 1 ~
years; Worked on historic survey and report.
EDUCATION
Master of Arts in Urban and Regional Planning (Degree not conferred; course work completed,
thesis not completed), University of Florida, 1981
Bachelor of Design in Architecture, University of Florida, 1976
LICENSES & CERTIFICATES
American Institute of Certified Planners
American Planning Association, Suncoast Section
o~
.................
{/) W I-
::) Z
lD ::::> en
>- w
en ~ cr I- 0:::
::) Z ::) D- o
cr w
0 Z 0::
0 a: ~ z
w <i:
~. en :i:
PROJECT
SITE
o
w
~
w
~
~.
0:::
o
w
>
CC
D
. ":":-'~.':'l"" nn
.,...." ...
r .:/!y//{;:{ UU
";':\'.: ':':":
: ~iS:}t:...
w
>
cc
WHITMAN
o
o
o
;5:
~
:i:
CHAUCER
SHELLEY
>-
c::
o
z
:5
>-
0::
::;)
co
a::
w
I-
2
<(
o
SR-60
~
GULF-TQ..BAY
BLVD
o
o
co
~
T mer
.';;;;:..~;,.;i~~':.J
(;AM' LJ S
'>
~
LOCATION MAP
Owner:
Ruckus Investments, LC
Case:
FLD2008-040 11
Site:
301 S. Main Avenue
Property
Size(Acres):
0.821
PIN:
13/29/15/00000/140/0400
Atlas Page:
2898
AERIAL MAP
Site:
301 S. Main Avenue
I Case:
Property
Size(Acres):
FLD2008-040 11
Owner:
Ruckus Investments, LC
0.821
PIN:
13/29/15/00000/140/0400
Atlas Page:
289B
I 111 ~J
,-
0 10 125 ~
~l\l
125 o '"
- 0
~ '0
a: ' ~ -
Cl -
....
CI) 8
I.LI 205
a:
0 8
a: I
~ (;)
CI) 8
CI)
1.94 Ac 0..
HDR !:~~:1i~~;
12
00 '"
'- ji-&.~f:';;':~:::.:~::::"
....,. --
:>
'<:( ?)};;':;;;;::i{/:::::}::~:?:)'::'i:;.l;':
~ r- - ---,
-
~ E) L-81~ -----1 300 :~i:;;;;;~:;
CI) Ion<
I - ---,
-, '"
L- 26540 ---1 33
.J 304
40
8 8 40
1 40
314 40
40
C E) 41
9.6 Ac
5.23 Ac I - ---,
L.30~ -
'"
~ 33 2
lil E) (;)
'"
~ 12 ~ 8
'" ~ 33 33 ~
'" 00 '"
GULF- TO-BA Y BLVD Ii!
Ii!
GULF-fJ-BA Y BLVD IVIHP I
Ii! Ii!
ZONING MAP
Owner:
Ruckus Investments, LC
I Case:
FLD2008-040 11
Site:
301 S. Main Avenue
Property
Size(Acres):
0.821
I
I PIN:
I Atlas Page:
13/29/15/00000/140/0400
289B
I 111 ~J
~
1G 125 .. ~
125 ~Ki
~ c
0::: i-- . ~
Cl -
.... Retail Sales
CI)
III 205 8
0:::
(J 8 Cl
0::: 0:::
~ (;) 0::: vehic~
CI) III
CI) Attached Post Office J:: Repa 07
1.94 Ac (J
Dwellings uj 235
Offices CXl ~:: ;1 .;":: ~~-:".\.\~r::";"/ :.~:.; :':,: :.:~:.:':;:~1::":
CI) Ii:. .V.e.li1e.....
t!. ... 5"5' .... ...... . ..
C> :~p:~~.":':'~.:::.~.\./~).:
ro t:: l::
....
I-- I' ''L~tijlrur'':
r . .' ............
RAINBOW DR it. ...... ...... ":::.':.
~ !i! i~ ; . '::'::"~ .....:.:.).~::;.:~.xr
<( " ... .P...__ .... ........
~ r- -off'iCes I~.i[!
-
~ E) L-81~ --1 30G
CI) 'lM
r--~ 50
h 26J;}ffic s
L- _ ---1 33
W 304
In~ 40
(;) R 14107 ion 31~ Retail 1 :
Sales :
9.6 Ac Retail Sales 8 41
5.23 Ac r- - I
L-!0182
Retail Sales --
50
D j utomob fie Retail Sales
C> Bank ~ .
~ 8 ~e~
....
C> . fa
C> .. C>
;! t:: 0> :;::
... 33
.... ro .... .... 33 ....
GULF- TO-BA Y BL VD Ii! !i!
GULF-TO-BA Y BLVD
!i! !i!
EXISTING SURROUNDING USES MAP
Owner: I Ruckus Investments, LC Case: FLD2008-040 1 1
Site: 301 S. Main Avenue Property 0.821
Size(Acres):
,
PIN: 13/29/15/00000/140/0400
Atlas Page: 289B
View looking southwest at subject property from
Rainbow Drive (Albertsons in background)
View looking southeast at rear of offices at 300 S.
Belcher Road east of subject property
301 S. Main Avenue
FLD2008-04011
View looking southeast at subject property from
Rainbow Drive (Albertsons in background)
'?,
View looking south at Albertsons driveway and
other offices east of subject property
Page 1 of2
View looking northeast at Post Office across
Rainbow Drive
View looking northwest at attached dwellings north
of Rainbow Drive and west ofS. Main Avenue
301 S. Main Avenue
FLD2008-04011
View looking north at AAA office across Rainbow
Drive
View looking west at rear of Sears Essentials across
S. Main Avenue
Page 2 of2
-
-
o
.Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
CASE #:
RECEIVED BY (staff initials):
DATE RECEIVED:
lr
; Clearwater
Q SUBMIT ORIGINAL SIGNED AND NOTARIZED APPUCA110N
Q SUBMIT 14 COPIES OF THE ORIGINAI.. APPLICATION - Plans and
application are required to be ooIIated. stapled. and folded into sets
Q SUBMIT ARE PREUMARY Sm: PlAN: $200.00
c;}- SUBMIT APPl..lCATION FEE $ f7 s: () D
* NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPUCATIONS PLUS SITE PlAN SElS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project
(Revised 04124/2007)
-PLEASE TYPE OR PRINT.....
A. APPUCANT. PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPUCANTNAIIE: ,.- ;f(/ cll/I' .:!/l/t/CJ fmeAllsl L. C,. diH ~c jer .
MAIUNGADDRESS: .?cOlA. , '/2- &-u1:l b. 8Ar- l?/vc/' elt:,lJj::..wA-~r; ~ L 33,2(,.s- .
PHONE NUMBER: {.? r} '/ ). ~c,l-~ 0 9 / FAXNUMBER: l?ol7). ~y h -~'?Y :2---:-~-.
CELLNUMBER {Kla).J ID - ~ tJ17 EMAlL: K/l/.2?~eML.COM .
PROPERTY OWNER(S): Rvdvs IN VU l/J/eAl k , L I C"
I
UatALL owners on lhedeed
~----------
I
AGENT HAIlE:
MAIUNG ADDRESS:
PHONE NUMBER:
CB.L NUMBER:
---..--1
1'57(.S'
PROJECT NAME:
STREET ~ss
PARCEL NUMBER(S):
PARCEL SIZE (acres):
LEGAL DESCRIPTION:
PROJECT VALUATION: $ .,5'" a a / 0 <::) 0 .
...:IS:; 7 0
.
PROPOSED USE(S):
f c/OCo
I-
DESCRIPTION OF REQUEST:
Specifically Identify the request
(lndude number of unIIsorsquare
foo1age of IlOfH8SidentiaI use and aM
requested code deviations; e.g.
reduction in required number of
par1<ing spaces, specific use, etc.)
S:\PIannlng Depattment\AppllcaUOn Forms\Oevelopment Revlew\2007 Forms\Comprehenslve Infln P~ (FLO) 04-24-07.doc
Page 1 of8
'If
Legal Description for Parcel # 13/29/15/0??oo/140/0400 301 S. Main Ave
That part of the Southeast y.. of the Northeast y,. of Section 13, Township 29 South, Range
15 East, Pinellas County Florida, described as follows: From the Southeast comer of the
Southeast y.. of the Northeast y.. of said Section 13, Township 29 South, Range 15 East,
run thence North 89.22'44"W along the East-West centerline of said Sectionl3, 50,0 feet;
thence North 0.08'02"W, Along the westerly right-of-way line of Belcher Road, 700.06
feet to the point of intersection of the South right-of-way line of Rainbow Drive and the
West right-of-way line of Belcher Road; Thence N89.22'44''W along the South right-of-
way line o.f-Rainbow Drive, 280.0 feet for the point of beginning; thence
SO.08'02''E129.96 feet to a point for comer; thence N89.24'28''W 274.67 feet to the East
right-of-way of Main Avenue to a point for comer. Point also being NO.23'58''W520.0
feet from the north right-of-way line of Gulf-To-Bay Boulevard; Thence NO.23'58''W
along said East right-of-way line 130.0 feet to the intersection of the South right-of-way
line of Rainbow Drive and East right-of-way line of Main Avenue; Thence S89.24'28''E
along the South right-of-way line of Rainbow Drive, 209.48 feet to a point on the South
right-of-way line of Rainbow Drive; Thence continue S89.22'44''E along the South right-
of-way line of Rainbow Drive, 65.79 feet to the point of beginning.
.
\
Description of request for 301 S Main Ave
Our proposed building is 6,000 square feet with approx 2,000 square feet offenced area
for outdoor storage of customer's equipment for repair. Inside the building there is
approximately 3,500 square feet of showroom, offices, and parts storage. The balance of
the space will be used for repair and indoor storage. Items waiting to be serviced will be
stored in the fenced area out side.
We are requesting a reduction in the number of parking spaces from 40 as set forth for
the retail requirement of 8,000 square feet for retail. The basis for our request is the
actual use of the building itself. While I am very aware of the purpose in the code as we
suffer from not enough parking today with only 5 spaces or storage of product (current
facility is 3200 sq ft) to currently meet the needs of our customers, but feel the guidelines
and calculations create an extreme burden on a small business such as ours. The current
facility is so small that we have to store expensive pieces of equipment out in the
elements. !his causes the equipment to deteriorate quickly and also creates a greater
potential for theft while creating an unsightly appearance. In the back of our current
facility, we have covered storage for some of our customers' equipment. In the new
facility, our plans are to store all of our new equipment inside along with some of our
customers' equipment. I have attached a picture of the front of our existing building
showing that these spaces are directly in front of the building directly off the street. As
you can see, there is not enough space for our employees to park. We currently have 11
full time employees with two of the employees on the road during most business hours.
We feel that the true area that is considered retail should be used in the calculation and if
this were done, we would be providing more than adequate parking as set forth by the
code.
Actual retail use only encompasses approximately 3500 square feet of the new facility.
In our current building the showroom encompasses less than 1500 square feet with most
of our equipment stored in crates outside the building. While this might be a highly cost
effective way from a facility standpoint, our current facility offers limited visibility to the
customers of the product available for sale and we have crates stored in an open '
environment which not good on the equipment, unsightly, and at a greater risk for theft.
We sel1large mowers that can take up to an area that is in 8 feet in diameter once they are
uncrated and ready for sale. A good portion or approximately 2,000 square feet will be
used for the display of these large mowers. It is important for our customers to actually
see and touch the equipment prior to purchase. We carry quite a selection as there are so
many different uses and our customer base is from the homeowner to serving many of the
local municipalities. There is 2,500 square feet that is designated for storage of crates,
prepping new equipment, and repair of customer's existing equipment. As. mentioned
before, the 2,000 square feet of outdoor storage is for the storage of customer's
equipment until we either can have the opportunity to repair or waiting for parts to
complete the repair. Due to the fact that we are busier in the summer months and it is
hard to find trained personnel to do repair work just for the rainy season, we can often
s-/...z.
,
\.
"
times be behind as much as 30 days and have as many as 100 pieces of equipment
waiting for repair. This takes up quite a bit of space that is unusable for quite some time.
Our plans consist of23 parking spaces including one for handicapped. We have included
a parking demand study that shows the number of vehicles we currently have coming to
our business daily and have it broken down by the hour. The purpose of the study was to
determine the number of spaces necessary to properly handle our existing and planned
customer parking needs. An employee was assigned to count all vehicles that were either
parked in a parking space on our property or anyone that parked on the street to come
into our facility to do business with us. We have broken it out based. upon types of
vehicles being either a standard car/truck or truck/trailer, which includes vehicles like
FedEx and UPS. This would allow us to get a better feel of the types of vehicles actually
coming to our place of business. We counted vehicles by the hour to see ifthere was a
specific trend for a higher volume within certain times of day vs. just counting the
number of vehicles a day. This gave us a better understanding of what our physical needs
would be based on our current volume of traffic.
This study'shows that the highest number of vehicles within a I-hour period has been 12
total vehicles and the highest number of vehicles in one day to our facility was 70. The
study was for a 3+-week period and accurately represents our normal traffic volume
during our current busy season. With the completion of the new facility, we are
expecting growth and with this anticipated growth, I would anticipate a ten percent
increase in traffic with a maximum increase of around 15%. This would increase our
highest hourly traffic count to 14 vehicles per hour at peak and 81 vehicles per day. In a
perfect world, with an average of 10 minutes per customer and using 12 spaces for
customers, we could handle we have enough parking to process 72 customers per hour.
Now I know we do not live in a perfect world, but I think this example better shows that
we are providing ample parking to satisfy the needs of our customers.
Approximately 80% of our customers are picking up parts and spend less than 10 minutes
at our business. The other 2001c>> are either shopping for equipment or picking up/dropping
off equipment. Due to the size of most of our equipment, our staff picks up a high
percentage of the equipment. Our sales staff personally contacts any customer who has at
least two crews or more. This has been a highly effective way for us to grow our
business, as we are the only business of our type to do this.
In summary, we have determined that our planned parking exceeds the need for us to
provide adequate parking for both our customers and our employees.
The second request is a reduction in the 100foot set back to the property line on the south
side of the property. The property to the south is the back side of the Albertson's grocery
store. The area between the Albertson's and tbe property line is paved all the way to the
property line as noted in the survey. By locating the building to a 5 .lfoot set back on ~he
south side of the building, this allows us to accomplish a number of things. The first
reason is it allows us to put all of our retention in the north and northwest comer of the
property. This will make the whole project more attractive and is also more cost .
r
,
effective. The second reason is both the west and north sides have a 25 foot minimum set
back requirement. Since both Main and Rainbow have a fair amount of traffic, it only
makes sense to have the showroom facing these streets. Thirdly, the back of the
Albertson's building is rather unsightly and there is quite a bit of delivery traffic to the
back of their facility. At one point we discussed moving the building north on the
property and making the traffic flow to the south side of the building, but we realized that
this would be mixing traffic for both businesses and felt it was important to separate the
two since their traffic would be more delivery trucks and our customer base is more cars
and light duty trucks. It also helps block some of the back of their building from the
street, which creates a win-win situation for all parties. Without the reduction in setback,
the building would be too small for our anticipated needs and would require us to scrap
the project completely. On the eastern side of the property, the same reduction in the set
back is necessary to maximize the number of parking spaces to both meet our needs
while to achieve the goals as set forth by the City Code.
Our third request is to have an outdoor storage area of approximately 2,000 square feet.
We have designed the fence to have a natural flow with the building. The columns will
be made of split face concrete block. The same block used to accent the showroom
portion of the building. The fence is an estate style 8' fence. The fence portion will then
be covered with an opaque vinyl windscreen cloth that is as close the color of the
building that is manufactured. The location of the fence is in the southeast comer of the
property.
OOES THIS APPUCATION INVOLVE THE TRANSFER OFOEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNn
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _ ("yes, attach a copy d the apprJCable docu~ts)
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
)I{ SUBMIT A CoPy OF THE TITLE INSURANCE POLICY. DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTEsTING OWNERSHIP (see
page 7)
D. WRITTEN SUBMITTAl,. ~QU~"J=NTJ: (Code S~ 3-813.A)
_ Provide~~~~~'(&f~~~d{rTERIA-ExpIain~each aiteria is achieved, in detail:
1. The proposed development of Ihe land wiD be in harmony with the scale, bulk, coverage, density and character of a$Cent properties in which It
is located.
2. The proposed dewIopment wiD not hinder or discourage the appropriate development and use d adjacent land and buildings or slgniticantly
impair the value thereOf.
3. The proposed development wiD not adwlrseIy affect the health or safety of persons residing or working in the neighborhood of the proposed use.
4. The proposed development is designed to minimize traffic collgeslion.
..-
5. The proposed development is conslsIent with the communiIy d:1arac:ter of the Immediate ~ of the parcel proposed for dewIopment
6. The design of the proposed development minimizes adverse eIfects. 1nducf'1l1g visual, acoustlc and oIfactory and hours of operation Impacts, on
adjacent properties.
S:\PIanning Department\App1ica1ion Forms\Oevelopment Review\2007 Forms\Comprehenslve Infill project (FLD) 04-24-07.doc
Page 2 of 8
Ji
Written, Submittal Requirements for Quality Mowers
Code Section 3-913.A General Applicability Criteria
1. The subject parcel is vacant and occupies the northwest comer of a block
consisting of four (4) uses ranging from automobile service, to office to
large-scale retail with building sizes ranging from approximately 3,000 sq.
ft. to over 30,000 square feet with associated parking to serve those uses.
The proposed development is within the range of those building sizes
(approx. 6,000 sq. ft.) with associated parking, compliant landscape,
setbacks and storm retention on site.
2. The comer subject parcel completes development of the block, integrating
with existing access drive aisles. The existing developed sites on the block
predate the current code requirements, therefore its development
characteristics with appropriate setbacks, parking and landscape will
support the use and value of those developed sites and perhaps
encouraging re-investment in the area.
3. The area is zoned commercial anticipating retail sales and service uses
that by their nature do not pose adverse impacts on the area residents
and employees.
4. The vehicular circulation for the new retail use has been designed with
adequate spacing between right of way intersections and proposed
driveways to minimize vehicle conflict and provide safe visibility for
vehicles exiting the proposed use.
5. The community character of the immediate vicinity is quite similar to the
adjacent properties with large lot and building retail, low-rise offr~. The
site layouts are similar with buildings set back with parking adjacent to the
right of way.
6. The proposed development of the site as with retail sales and service will
not produce adverse noise or emissions. The surrounding neighborhood
consists of institutional (post office), office, vehicle service, large-scale
retail sales and service, and low-rise residential apartments. The hours of
operation for the retail sales and service use are compatible with these
neighborhood uses in that they will mirror the surrounding commercial
hours and have minimal impact on the evening hours of the residential
use. The development also includes a concreted area of approximately
2000 square feet for outdoor storage. Three sides will be fenced with
pillars (height will be less than 10' feet with caps) will be constructed of
split face block (same as used on the building). Between the pillars, 8' tall
estate style fence. The inside of the fence will be covered with an opaque
screening material (similar color of the building). The primary purpose of
~
this area is to store customer's equipment prior to repair. The majority of
items we repair are various types of power equipment (less than 6' in
height) with engines of 30 horsepower or less. These items typically do
not run when brought in so they are either manually pushed into the yard
or moved with a forklift so there will be relatively no noise produced from
this area.
WRITTEN =~~QU~~: (~hensIve InfiII Redevelopment Project Criteria)
ti ~e.. ~~'" S?~~ INFILl REOEVELOPMENTPROJECT CRlTERIA- &plain _each critelia is
achiewd. in defaiI:
1. The development or rede>JeIopment is oIherwise imprac:IlcaI without deviations from the use and/or development aIandards set forth in this
zoning distrk;l
2. The development or redevelopment will be coosist8nt wIIh the goals and poIk:ies cI the Cclqlrehensive Plan. as well as with the general
purpose. intent and basic planning objec:.tiYes cI this Code, and with the Intent and pwpose cI this zoning disIrk:t
3. The dewlOpment or redevelopment wID not impede the nonnaI and orderly deYeIopment and Irnprovel'nent cI surrounding properties.
4. Adjoining properfIes will not suffer subsIantiaI detr*nent as a result cI the ptoposed deo4e1opme1ll
5. The p10p0sed use shaI oIherwise be pesmltlied bJ the underlying future lend use adegoIy. be oompaIbIe with a$cent land uses. will not
subsIantiaIly alter the essential use characIeristics of 1he neighboItlood; and shaI demonstrate compliance with one or more of the foIowing
objectives:
a. The proposed l!S8 is I'tlllilltled In Ills ZDning dIstdd as a minimum standard, IeJdbIe slanc~~lId or flexible development use;
b. The proposed use would be a signIIicant eoanomIe contribuIor 10 the aty's ecollomic b88e by div8mifying the local economy or by creating
jabs;
Ii The development proposal accomrnodal8s the exp8l18ion or redevelopment cI an uisIIng ec:onomic; conIribuIDr;
d. The proposed use provides for the provision of a1bdable housing;
8. The proposed use provides for dewelapmsnt or rede~ in .. _that Is c::haI1derized by oCher similar development and where a
land use plan amendment and remnIng would I8SUIt In a spot J;nf use ormnklg designaIion; or
f. The proposed use prcwides for the development of a new andIor pnJSeNalion of a WDftdng watettiont use.
_0-
6. FIexibIIlty with regard to use, lot width, required seIbacIcs. height and ofkIreet paddng are justified based 00 demoll.HIed camplIanc:e with all of
the following design oIJjec:INes:
a. The proposed development will not Impede the normal and orderly del.eIopment and iI'I1pItMment of the surrounding properties for uses
. perrniIIed in this zoning district
. b. The proposed dewlIopmeIlt ~ with ~ design guidelines adopted by the City;
c. The design. scale and lntensiIv of the proposed development supports the esIabIished or emerging c:haIader of an area:
- d. In Older to fClnn a cohesive, visuaIy i1_8811119 and aIIradiwt appe8Ianc:e, the proposed development Inc:orporates a substantial nt.JI1iler of
the foIowIng design eIemenIs:
[J Changes In horizontal building planes;
o Use of a~~ details such as columns. comic8s. sIrIngcourses. piIasIeIs, porticos, balconies, ~ awnings. ete.;
[J Variety In materials. colors and textures;
[J DistincIIYe ~dIk.n paIIl!!ms;
[J Bulking sIepbacks; and
[J Dlstinche roofs forms.
e. The proposed development pt'O'4idesfor ~opdat& buIers, enhanced 1aI~ design and appropriate dIsIaooes between buildings.
S:\Planning Oeparfmenl\App/lcalion Forms\Oevelopment Revlew\2OO7 Foims\Comprehenslve Inftll project (FLD) 04-24-07.doc
Page 30fS
.fI;
Written Submittal Requirements for Comprehensive Infill Redevelopment Project
Criteria'for310 S Main Ave
I. We have evaluated the development standards from all avenues and tried to
determit)e how we could meet all the standards and still develop this property
with an adequate facility to meet the needs of our customers for both current and
future use. We have reduced the original plan by 20 % to reduce deviation from
the guidelines. The ohly other alternative would be to reduce the size of the
building further and would severly impact the goals of the project and thus render
it a bad financial investment for us. This would not be good for either us, or the
community. The parking requirement for our type ofbusiness is grossly
overstated and we have provided a parking demand study to show that our needs
are much less than required. Even though we are considered a retail operation
and our square footage is calculated that way, a good portion of our facility is
used for storage of not only new units, but customer's equipment that is in need of
repair. Replacement parts is another side of the business which is more of a
warehousing function as these parts are not visible to the public and consume
toughly 1000 square feet.
2. The planned development is consistent with the sizes of other buildings(in both sq
ft and height) in the immediate area. Planned building is block/stucco and
surrounding buildings are same. The completed project is designed to handle it's
own traffic and will not hinder traffic to surrounding properties. .
3. The development will fill the last empty parcel in the immediate area and be the
most attractive building in the block. It is of normal height and consistent with
other buildings in the area. This is not a manufacturing facility. Over 90 % of
our revenue is from the sales of equipment and parts. Most of our customers have
their own repair facilities. We are more concerned with the deterioration of the
buildings around us affecting the value of our investment.
4. Hours of operation are 7:30-5:30 Monday thru Friday and 9:00-1:00 on Saturdays
which are substantially less than the businesses to our immediate west of ' south.
Most repairs are completed inside the building so noise is kept to minimum not to
affect the surrounding properties. The fenced enclosure will create a barrier from
the garage doors on the east side of the facility.
5. The primary use of the property is to showcase power equipment for sale to our
customers. We sell both commercial and consumer power equipment and related
items. We also provide parts and service for the products we sell. The building to
the west (KmartlSears) sells similar (but typically cheaper) consumer products to
what we sell to the consumer. There is limited availability of support products
from Kmart or anyone else in the surrounding area, so our businesses will
compliment each other. While we are not in retail plant business that both kmart
and Albertson's are, we sell tools associated with the installation and maintenance
of those items. The same thing occurs in an additional way with Albertson's just
to the south. Many of our customers will be interested in the convenience that
they have not had before for items such as food, beverages, and ice.
6. The project is designed within the guidelines as set forth by the city in mind to
create a structure that is consistent with the new construction in the area. The
Jo
If
building is designed with split face block on both the west and north sides that are
considered frontage streets. We have selected colors that are consistent with
many other new projects in the city while creating differences so we don't look
identical to another building. We have incorporated awnings over the showroom
area of the building to create a better appeal to the customer. Locating the
building within the 10' setback on the south side accomplishes a number of
things. It allows us to utilize the full 25' setback on both the north and west sides
to produce a more visually pleasing area. It also helps hide the back of the
loading and unloading area at the Albertson's store to the south. The cities design
guidelines were utilized along with numerous visits to newly completed facilities
to assist in the design of the facility to assist in the design and selection of
materials and overall layout. There has been some new construction a few blocks
away and exterior construction is consistent with those projects. The west and
north sides will be split face block that is a natural sand color up 10' with an
awning across the west side and continuing on the north side for 40'. The awning
is a dark green that will create some contrast and improve the aestetic appearance
of the building, while maintaining the theme of earthtones and provide some
protection from the elements at the main entrances to the building. There are six
windows planned on the building with 4 on the west side and two on the north
side. That end of the building is designated showroom and we were looking for
consistency with the windows so they are all of the same size and equal distance
apart. The roof is a metal pitched roof also finished in the dark green to match the
awning. The darker color creates another distinct color change from the stucco
while maintaining consistency with the overall scheme. We have complied -with
all the requirements for handicapped access and utilized the available space to
maximize the number of parking spaces on the property. We have also tried to
create easy access from both Main Ave and Rainbow St to make it as convenient
and least obtrusive to other vehicles. The parking is more than capable of
handling the vehicle traffic that will be created by the business.
7. The planned fence includes split face block pillars with an estate fence and
opaque screening. In looking at other recently completed properties, in my
personal opinion, this building will have the nicest outdoor storage area arQund.
In summary, I feel we have worked diligently to design a project that in many ways will
exceed the development guidelines and will take a currently unsightly piece of property
and make it something that creates value for both us and the city.
E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Stonn Drainage Design Criteria
.' Manual and 4--202.A.21)
ti/ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. AI appIc;ations 1hat irwoIve ~tion
or modificaIion of Impervious swfac:e. including buildings. must include a stoonwaI8r plan ItIat demonstrates axnpIianc:e with the City of
Clearwater Storm Drainage DesIgn Crileria manual A redJction in impervious surface area does not quaIfy as an exemption to tis requirement.
o If a plan is "91 required. the narrative shaI provide an expIanatian as to why the site is exempt.
o
o
o
o
o
o
o
o
At a mlnirr'lum. the STORMWATER PlAN shall include the following;
Existing tOpography exIending 50 feet beyond aU prop&I'1y Ines;
Proposed gradng IncIudlng finished ftoor elevations of aD SIruClures;
AD adjaamt sIreeIs and municipal storm systems;
Proposed stomuater detenIonIretent area Inc:IudIng tql d barik.1De of Slape and outlet con1nlI sbucture;
A nam:dive desatbIng the proposed stonnwater control plan inc:IudIng all cak:uIatIonS and data necessary to ctemonstrale compliance with
the cur manual.
Propo$ed stormwater deIentionIretenlion area including lq) of bank, IDe of slope and ouIet control sbucIure;
SlgnatuJe and seal of Florida Registered Pl~r n~18I Engineer on aI plans and c:aIaations.
tJ
copy OF PERMIT INQUIRY LETTER OR SOlJ'TtNiEST FlORIOA WATER MANAGEMENT DISTRICT (SViFWMD) PERMIT
SUBMITTAl. (SWFWMD approval is required prior to issuance of CIty BuIdIng Pennit). if appIcabIe
)('
ACKNOWl.EDGEIIENT OF STORMWATER PlAN REQUIREIIENTS (ApplIcant must initial one of the foIIcMing):
- ~ Stom1water plan as nol8d above is incbIed
Stortnwater plan is not requked and explanation narratiw is atIached. At a inlnImum, a grading plan and finished floor
elevations shall be provided.
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN
AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY -
MAY OCCUR.
If you have questioos regarding these requirements. contact the City PubIc Works Adn*lIsIIaIion EngIneering Department at (727) 562-4750.
F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code SectIon 4-202.A)
o SIGNED AND SEALED SURVEY (including legal desaiplion of properly) - One orIgin8I and 14 caples;
o TREE SURVEy (including existing Ir8es on sIbi and wiIhin 25' of the adjacent.. by species, size (DBH ~ -or gieater), and location.
including drfp lines and indicating trees 10 be feI1'lCMId) - please design MJUnd the mdsting tnles;
a TREE INVENTORY; prepared by a "certHied arborisf', d aU trees 4- DBH or greater, reftecting sim, canopy (drip lines) and condition of
such IIeeS: . .
o LOCATION MAP OF THE PROPERTY;
0- P~NG DEMAND STUDY in conjunction with a request to make alatlon& 10 the paItcIng standards (Je.. Reduce IUnber of spaces).
PrIor to the submIUaIoflhis ~, the rnett\odok)gyof such study shall be approved by the CommunIty Dwalopment Coordinator and
shaD be in accordance with accepIsd traftIc engineering principles.. lbe findings of the sIUdy .. be used in detIrminlng Whether or not
deviations to the parking stalldards are approved;
o GRADING PlAN, as applicable;
o PREUMlNARY PlAT, as required (Nole: BulkIng permiIs wlU not be Issued adI evidence of recordbag a final plat is pIOVided);
o COPY OF RECORDED PLAT, a$ appIIcabfe;
S:\PIannlng OepartmenMppllcation Fonns\DeYelopment Revlew\2OO7 Fonns\Comprehensive Inll8 Project (FLD) 04-24-07.doc
Page4of8
10
.. SITE PlAN with lhefollowing MUIII...ciun (not to exceed 24- x 36"):
_ Index sheet Jefelelldng indIvldJaI sheets induded in package;
North 'arrow;
_ Engineerlng bar scale ("**tun scale one Inch equals 50 feet). and date prepared;
All dimensions;
_ FoOlprInt and size.Of au EXISTING buildings and sJructLtres;
_ FooIpfint and 81m of all PROPOSED buildings and sIructures;
_ All required seIbacks;
_ All existing and proposed points of access;
All requIred sight 1riangIes;
I4entification of environmentally unique 8Ie8S. such as watercourses, wetlands. tree masses. and specimen trees, including
_ descripIion and Iocation of undersby, ground cover wegeIaIion and wiIlIIfe habiIaIs. eIIc; l..ocaIion of aI pubic and private easements;
Location of aI street rlghls-of..way wiIhin and adjacent 10 the siIe;
- Location of existing public and private uIIIItIes. lndudlng tire hydran~ storm and sanitary sewer Ones, manholes and Oft stations, gas
and water Illes;
_ AI paddng spaces. driveways,loadIng anI8S and vehicular use areas;
Depiction by sharing or crosshalr:hing of aI required parfdng lot interior landscaped areas:
- Location of aI sold waste OOlltailEllS. r&eyCIng or trash handing areas and outside rnec:l811ca1 equipment and aI required screening
-=-- (per Section 3-201(0)(1) and Index #701}:
Location of aI Jandscape material;
Location of aD onsIte and offslte stonn-waIer management faciIIIJes;
_ Location of aD outdoor IighIing fixIun1s: and
_Locatlonof all existing and proposed sldewall~.
.r- SITE .DATA TABlE for existing, required, and proposed cIev8Iopment, in wriU8nIIabuIar form:
EXISTING
REQUIRED
PROPOSED
land area in square feet and acres:
Number of EXISTING dwelling units;
_ NumberofPROPOSEO ~ units;
Gross ftoor area'devoted to each use;
Parking spaces: Iota! number, presented In tabular form with the
number of ruquiIed spaces;
- Total pawd area. indudng all paved pMdng spaces & driveways.
expressed In squme feet & pefCElldaQ8 of 1he paved V8hIaJIar 8nI8;
- 0fflciaI ftlCOI'ds book and page m.mbers of aU existing utility
easement;
_ Building and sIrucUe heights:
_ Impermeable surface ratio (J.S.R.); and
_ Floor area ralo (FAR.) for all10fIIesIdentiaI uses.
'i( REDUCED COLOR SITE PLAN to scale (8 % X 11);
o . . FOR DEVELOPMENTS OVER ONE ACRE. provide the tlIcMlng addIonaIllIfamalon on site plan:
One-foot contours or spot eIevaIIons on site:
_ 0ffsIte elevations If required to evaluate the proposed stormwater management for the parcel;
_ All open space areas;
_ locaIion of aD earth or water retaining waDs and earIh berms;
_ Lot lines and bulIdIng Ilnes (dimensioned);
Streets and drives (dimensioned);
_ BuIlding and strucIuraI setbacks (dimensioned);
_ Structural overhangs;
S:\P1anning DeparlmenMpplicalion Fonns\Development Review\2007 Fotms\Comprehensive IntH p~ (FLD) 04-24-07.doc
Page5of8
to
H. LANDSCAPING PLAN SUBMnT AL RJ:QUIREMENTS: (Section 4-1102.A)
tzI LANDSCAPE PLAN Wilh the following information (not to exceed 24- x 36j:
_ All existing and proposed iJIruclures;
_ NameS of abutting streets;
_ Drainage llnd retention areas including swales, side slopes and boIIom elevations;
_ DelInealionand ~ ofel required perimeter landscape buffers;
- Sight vIsibIity triangles;
~tion and dimensions of aU parking areas including Iandsc:aping islands and curbing;
- Existing frees on-siIe and irnn1cdaIeIy adjacent to the site, by species. size and locations. h:IudIng ~ (as lndlcafed On required
flee stIMJy);
-- Location, size. and quantities of aD existing and proposed landscape matertaIs, lndicatIld by a key reIaIing to the plant
sc:heduIe;
Plant schedule with a key (symbol or label) indlcaIIng the size, desc:rIptioo, speciIicaliorlS, quanIlIes, and spacing requinlmenls of all
existing and proposed landscape mat8rIaIs,induding.boIanicaI and cammon names:
-- T)pIcaI planing details for trees, pafms, shrubs and ground cover pIanls including insIruc:Ilons, soli mixes, baddiIIing, mulching and
~ measwes: -
- Interior landscaping areas hatched and/or shaded and labeled and interior Jandscape cowar.age, expressing In boIh square feet and
_ percentage CIO\'el'8d:
_ CondItions of a previous development approval (e,g. cOlldlflolls imposed by Ihe Community DewlIopment BaaRI);
_ Irrigialion noIes.
Q(' -REDUCED COlOR LANDSCAPE PLAN to scale (8 % X 11);
vi COMPREHENSIVE lANDSCAPE PROGRAM appIic:aIon, as appIlcabIe. Landsc.afle ~ wIIh the Comprehensive Landscape
Program shaII exceed minimum Code requlremenIs 10 oIfset the areas where minimum Code WiI not be met
I. BUILDING ELEVAnoN PLAN SUBMITTAL REQU_MENTS: (Section 4-202.A.23)
0( BUILDING ElEVAtION DRAWINGS - with the 1bIIowIng information;
_ All sides of all buildings;
DImensioned: .
_ CoJors (provide one fuR sized set of colored elevations);
Matedals;
_ Sight vIsIbiIlty triangles;
If REDUCED BUILDING ELEVATIONS -same as above 10 scale on 8 % X 11.
-.'
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806)
Q .AIIEX1SnNG freestanding and attached signs; Provide photographs and dimensions (area. height, etc.). indicate whether they wiD be
removed or 10 remain.
Q All PROPOSED fIeesIandlng and aIIad1ed signs; PnMde detaIs lnduding location, size, height, colors, materials and drawing;
frees1andIng signs shallncIude the sIJeet address (numerais)
CI Comprehensive SIgn Pn:oa... appIic:ation. as applicable (separate ~I and fee required).
Q Reduced sIgnage proposaJ (8 % X 11) (ClOIor). if submitting Comprehensive Sign Prog!lIln appIicaIon.
S:\Plannlng OepartmenMppI/catlon Forms\Development Revlew\2001 Foons\Comprehenslve Infill Project (FLD) 04-24-07.doc
. Plige6of8 .
.II
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C)
Q Include If ~ by the Traffic Operations Manager or hIsIher designee or If the proposed dev8Iopment
. WlU degrade the acceptable level of service for any roadwey as adopted In the CompnlhensMt Plan.
. WII gener8te 100 or more new vehicle directional trips per hour and/or 1000 or more new V8hicIe trips per day.
. WIll affect a nearby roadway segment and/or intersection with five (5) reportable accIdenls within the prior twelve (12) month period or
that is on the Clty's "nnualllst of most hazaIdous Intersedions.
Trip generation shaD be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual.
The TraffIC Impact Study must be ~ In accordance with a 'Scoping Meeting" held with the Traffic Operations Manager and the
Planning Departmenfs Developrnent Review Manager.or their designee (727-562-4750)
Refer to Section 4-801 C of the Community Development Code for excepIons to this requirement
'v( A.c:knoWIedgern of traffic Impact study requInJmenIs (AppIIcanl must InIUaI one of the following):
Traffic Impact study is Included. The study must Include a summary table of pre- and post-deveIopmen levels of service for aH
roadway legs and each turning movement at aU intersections Identified in the Sc:oplng MeetIng.
#- TrafIic Impact Study Is not required. .
.r .
CAUTION - IF APPUCATlON REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT
_ STUDY AND NONE HAS BEEN SUBMITTED, APPUCATION MUST BE RESUBMrnED AND SIGNIFICANT
DELAY MAY OCCUR.
If you have questions regarding these requirements, contact the cay PublIc WoIb AdmInistratIon EngIneering Depertment at (727) 562-
4750.
L. FIRE FLOW CALCULATIONSI WATER STUDY:
Provide FIre Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is avaiebIe and to determine if
any upgrades are requIrelS by the developer due to the impact of this project. The wat<< supply must be abte to support the needs of any required fire
sprinkler, standpipe and/or fire pump. If a fire pump Is required the water supply must be able to supply 150% of Its rated capaclt.y. ComplIance with
the 2004 Florida Are Prevention Code to Include NFPA 13, MFPA 14. NFPA 20. NFPA 291, and MFPA 1142 (Annex H) Is required.
1)( Acknowledgement of fire ftow caIcutatIonsIWa study requirements (ApplIcant must inIIat one of the following):
Are Flow CaIculationslWate Study Is induded.
~ FIre Flow CaIcutationsIWater Study is not required. _0'
CAunoN - IF APPUCATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW
CALCULATIONSI WATER STUDY AND NONE HAS BEEN SUBMrnED, APPUCATION MUST BE
RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements. contact the City Fa
M. SIGNATURE:
I, the undersigned, acknowledge that aD representations made
In this application are true and accwate to the best of my
knoWledge and authorize cay representatives to visit and
photograph the property described In this applcation.
~~
STATE OF FlORIDA. COUNlY OF PlNEUAS
Sworn 10 and subsaibed before me this ~ day of
~~ . A.D. 2O.n.:t..- to me and/or by
c..k:. ~v . who Is personally known has
produced J:),yldl I>f1vem;J,.I~
as~. fl
~~~ :!1~,~
C:\Doc:umenIs end lSeIlilgs\dlnk.1erguson\De8lllop1plarlllllgfol"'llI..lI701\FlelIIIlI Sl8ndanI ~,_II (fLS) 04-24-07.doc
Page6of7
..
N. AFFIDAVIT TO AUTHORIZE AGENT:
1. Provide names. of all property owners on deed - PRINT full narMS:
Afcj~s bvesf"'eN/v L. (~
2. That (I amIwe are) the owner(s) and reconIlllIe ho1der(s) of !he foIowing <hscIIJed JXOPlIliY (lIddr8ss or generalloc8Iion):
./DI ,J;I.JI..J ;IIth~ /he- rje4'~~ ~/ J.J~S-
3. That this proIJerty constIlules the property for which a request for a: (describe r8qU8Sl)
/f",/IL .. NelcJ ,L:,.c/;;'Iy
4. That the undersigned' (hasIhave) appointed and (doesIdo) appoint
~4 ;(td~'" ~A;"I!Y I /I/;~4fM--
r
as (hisIlheir) agent(s) to execute any petitions or other documentS necessary to aftect such petition;
5. That this affidavit has been executed to induce the City of CIe8rwaIer. Florida to consider and act on the above desaiMld property:
6. That site visAs to the property are necessary by cay repI_lIali48S in order to process this appIcaIInI\ and the OWIW' auUPlzes CAy
.Gpl_lWv8s to visit and phologIaph the property cIescrIJed In this appIkaIon;
Property OWner
Property OWner
STATE of FLORIDA,
COUNTY OF PINEl I ~
_.-
Before me the mdersigned. an ofticer duly ...01,11I___ by the Iawa of the S1aIe of florida. on this
f-I- fie. (L I') oot? personally appeared {L e I T1-i R. v<... (L..we R....
Deposes and says that he/Sh8 fully understands the contents of the aftldavit that heIsh8 signed.
4+1-1 day of
who having been fils( duly sworn
fA'
MARK LAWTON
NolarJ Public. sa. of FlorkIe
My CQmRl. .. *16.
No. DO Q0268
Notary SeaIISBnp
C:\OocumelI1s and SelIlngs\defek.f~.inglon.._ll707\FIeldbIe Dewlopmonl (A.D) 04-24-07.doc'
Page 7 of7
"
. ..
'If
Recap of Quality Mowers Parking Demand Study
Number of days covered in study:
19 days
Total # of vehicles during study:
925 vehicles
Average # of vehicles per day:
48.7 vehicles
Highest # of vehicles in 1 day:
70 vehicles
Highest # of vehicles in 1 hour:
12 vehicles
Highest # of vehicles for 1 week:
264 vehicles
81.3% represent single car/truck
The numb.er of days reflected in this study was based upon the time it was discussed with
the planning department and the time for submission. This study reflects the typical
volume we see during the normal season.
t " .
Week of 3/10/2008 Parking Demand Study for Quality Mowers
Monday CarfTruck TruckfTrailer TtI per hr
7:30-8:30 2 1 3 ;r
8:30-9:30 3 2 b
9:30-10:30 4 3 (
10:30-11 :30 3 2 b
11:30-12:30 4 4
12:30-1:30 6 2 tl
1 :30-2:30 4 1 b
2:30-3:30 1 1
3:304:30 2 2
4:30-5:30 1 1
DallyTtI 30 11 41
Tuesday CarfTruck TruckfTrailer
7:30-8:30 1 2 3
8:30-9:30 3 3
9:30-10:30 4 1 5
10:30-11 :30 2 1 3
11:30-12:30 3 1 4
12:30-1 :30 4 4
1 :30-2:30 2 3
2:30-3:30 1 1
3:30-4:30 1 1
4:30-5:30 1 1
DallyTtI 22 6 28
Wednesday CarfTruck TruckfTraller
7:30-8:30 3 1 4
8:30-9:30 4 2 6
9:30-10:30 3 1 4
10:30-11 :30 " 6 6
11:30-12:30 4 4
12:30-1 :30 6 4 1U
1 :30-2:30 3 3
2:30-3:30 3 4
3:30-4:30 6 6
4:30-5:30 1 1
DailyTtI 36 8 44
Thursday CarfTruck TruckfTrailer
7:30-8:30 2 2
8:30-9:30 2 3
9:30-10:30 6 7
10:30-11 :30 5 5
11 :30-12:30 7 2 9
12:30-1 :30 4 1 b
1 :30-2:30 4 4
2:30-3:30 3 4
3:304:30 2 2
4:30-5:30 1 1 2
DailyTtI 36 7 43
Friday CarfTruck TruckfTrailer
7:30-8:30 4 1 5
8:30-9:30 2 2
9:30-10:30 4 4
10:30-11:30 6 (
11 :30-12:30 8 9
12:30-1:30 5 t5
1 :30.2:30 4 b
2:30-3:30 3 4
3:30-4:30 2 2
4:30-5:30 1 1
DailyTtI 39 6 45
Week TtI 163 38 201
Week dt 3/17/2008 Parking Demand Study tor Quality Mowers
Monday Carrrruck TrucklTrailer Ttl per hr
7:30-8:30 3 1 4 'If
8:30-9:30 6 6
9:30-10:30 4 5
10:30-11:30 3 3
11:30-12:30 2 3 5
12:30-1:30 6 1 7
1 :30-2:30 1 1 2
2:30-3:30 4 4
3:30-4:30 3 3
4:30-5:30 0
DailyTtI 32 7 39
Tuesday Carrrruck TrucklTrailer TtI per hr
7:30-8:30 5 1 6
8:30-9:30 2 2
9:30-10:30 4 3 7
10:30-11 :30 6 5 11
11:30-12:30 1 1
12:30-1 :30 6 1 7
1 :30-2:30 5 1 6
2:30-3:30 5 2 7
3:30-4:30 1 1
4:30-5:30 0
DailyTtl 35 13 48
Wednesday Carrrruck TrucklTrailer Ttl per hr
7:30-8:30 3 3
8:30-9:30 1 1
9:30-10:30 2 2
10:30-11 :30 2 2
11:30-12:30 3 1 4
12:30-1 :30 7 2 9
1 :30-2:30 4 1 5
2:30-3:30 2 1 3
3:30-4:30 8 8
4:30-5:30 4 4
DailyTtl 36 5 41
Thursday Carrrruck TrucklTraller Ttl per hr
7:30-8:30 2 2
8:30-9:30 2 3
9:30-10:30 6 7
10:30-11:30 5 6
11:30-12:30 7 8
12:30-1:30 6 7
1 :30-2:30 4 5
2:30-3:30 4 4
3:30-4:30 1 1
4:30-5:30 1 1
DailyTtI 38 6 44
Friday Carrrruck TruckITrailer Ttl per hr
7:30-8:30 3 3
8:30-9:30 3 3
9:30-10:30 5 5
10:30-11:30 6 7
11 :30-12:30 10 11
12:30-1 :30 6 6
1 :30-2:30 3 3
2:30-3:30 3 3
3:30-4:30 2 2
4:30-5:30 1 1
DallyTtl 42 2 44
Week TtI 183 33 216
, .,
Week ot3/24/2008 Parking Demand Study for Quality Mowers
Monday CarlTruck TruckJTrailer TtI per hr
7:30-8:30 1 1 '"
8:30-9:30 6 6
9:30-10:30 4 1 5
1 0:30-11 :30 3 2 5
11 :30-12:30 2 1 3
12:30-1:30 6 3 9
1 :30-2:30 1 1
2:30-3:30 4 4
3:30-4:30 3 3
4:30-5:30 0
DailyTtl 29 8 37
Tuesday CarlTruck TrucklTrailer Ttl per hr
7:30-8:30 5 1 6
8:30-9:30 2 2
9:30-10:30 4 3 7
10:30-11:30 6 4 10
11:30-12:30 1 1 2
12:30-1 :30 6 1 7
1 :30-2:30 5 1 6
2:30-3:30 6 2 8
3:30-4:30 0
4:30-5:30 3 3
DailyTtl 38 13 51
Wednesday Car/Truck TrucklTrailer TtI per hr
7:30-8:30 4 4
8:30-9:30 6 2 8
9:30-10:30 .- 5 5
10:30-11:30 5 2 7
11:30-12:30 5 1 6
12:30-1 :30 7 2 9
1 :30-2:30 2 2
2:30-3:30 11 11
3:30-4:30 6 2 8
4:30-5:30 6 2 8
Daily Ttl 57 11 68
Thursday CarlTruck TrucklTrailer TtI per hr
7:30-8:30 0
8:30-9:30 6 2 8
9:30-10:30 4 2 6
10:30-11:30 3 3
11:30-12:30 2 2 4
12:30-1 :30 5 1 6
1 :30-2:30 6 4 10
2:30-3:30 0
3:30-4:30 3 3
4:30-5:30 1 2
DailyTtl 27 15 42
Friday CarlTruck TrucklTrailer TtI per hr
7:30-8:30 3 2 5
8:30-9:30 2 1 3
9:30-10:30 8 2 10
10:30-11 :30 8 2 10
11:30-12:30 8 2 10
12:30-1:30 6 2 8
1 :30-2:30 7 1 8
2:30-3:30 6 6
3:30-4:30 1 1
4:30-5:30 5 5
DailyTtI 54 12 66
Week TtI 205 59 264
~-
. Week &f 3/31/2008 Parking Demand Study for Quality Mowers
Monday Carfrruck TrucklTrailer Ttl per hr "
7:30-8:30 1 1 2
8:3()"9:30 5 5
9:30-10:30 3 2 5
10:30-11:30 4 5 9
11:30-12:30 7 2 9
12:30-1:30 9 3 12
1 :30-2:30 9 2 11
2:30-3:30 8 1 9
3:30-4:30 6 2 8
4:30-5:30 0
DallyTtI 52 18 70
Tuesday Carfrruck TruckITrailer Ttl per hr
7:30-8:30 3 1 4
8:30-9:30 1 2 3
9:30-10:30 8 1 9
10:30-11 :30 10 1 11
11 :30-12:30 8 2 10
12:3()"1 :30 8 1 9
1 :30-2:30 6 1 7
2:30-3:30 3 1 4
3:30-4:30 0
4:30-5:30 0
Dally TtI 47 10 57
Wednesday Carfrruck TrucklTrailer TtI per hr
7:30-8:30 4 4
8:30-9:30 6 1 7
9:30-10:30 9 1 10
10:30-11:30 9 2 11
11:30-12:30 3 3
12:30-1:30 10 1 11
1 :30-2:30 5 1 6
2:30-3:30 5 1 6
3:30-4:30 2 2
4:30-5:30 2 2
DailyTtI 55 7 62
Thursday Carfrruck TrucklTrailer TtI per hr
7:30-8:30 2 2
8:30-9:30 4 2 6
9:30-10:30 6 1 7
10:30-11 :30 8 1 9
11:30-12:30 4 4
12:30-1:30 9 1 10
1 :30-2:30 3 2 5
2:30-3:30 4 1 5
3:30-4:30 5 5
4:30-5:30 2 2
DailyTtI 47 8 55
Friday Carfrruck TrucklTrailer TtI per hr
7:30-8:30 0
8:30-9:30 0
9:30-10:30 0
10:30-11:30 0
11 :30-12:30 0
12:30-1:30 0
1 :30-2:30 0
2:30-3:30 0
3:30-4:30 0
4:30-5:30 0
Daily TtI 0 0 0
Week TtI 201 43 244
Front Elevation
~
o
4
8
12
16
. ..Jl-~r.
. .$.~,.
$~Y'\tvT.
. ....il/';...,.
. ,l-!!lv.
WEST
SCAlE:: '--20'
P.t.M..B. TRIM
CQ..CR QlP 2
PAINTED STUCCO
SMOOTH $AN) ,...&1
CQ..OR CHP 1
CANOPY
CC1.CR alP 2
SPLIT rACE CWU
co..OR CHIP 3,
NATURAL CQ.OR
P.E-IILS. my
CQ..CR QlP 2
CANOPY
CXl..OR QiP 2
PAINTED S1UCCO
SMOOTH S>>lD ntlSH
CCl..OR OtP'
CAN<lPY
c:a...oR OIP 2
.'-1
STANDARD PAINTED
QIJ ca..OR OtP 4
EAST
~ '"-20'
,20'
1-'5'
. IIl.pUfT
. ~1-W'
....../fY-o'P
f-.'
.~op
. '~~
COLOR CHIP 1
"
COLOR CHIP 2
NORTH
~ ,'-20'
,20'
SOU TH
~ ,'-20'
COLOR CHIP 3
COLOR CHIP 4
.J!-a~,. .
.$.-$.,. .
H~G'..
H~Hl;OT..
,f.-!!lv. .
'5'-1
CANlJ'Y
CQ..OR QiIP 2
STAtlJARO PMll'EO
a.IU COLOR atP 4
- ._._- -
] i
~
- ... ~ <J'o
I,J ~
~- ~ ~
~ ~ ~. ~
. . tU ~ \tJ
t
I \n
I "
I
\
r--
~. . I
I .e-
. . I
~ I "
0 .... ct
, . -
:~ c.1'
-" e;.
~ t ~---~ o~
a.
I 0 ~i
I - 0 "-
~ .. Q
t t \.,,~ ~
., 9 I ~ ~ '
....... ! 0 ~....:r
-~ I i~ ~
~ I ,V) ~
""'l. I
-~ I
'''', :l
~ .
'\l
~
J
\t.~_
.Ii
<:
~
~
.llj.!i
J19" .1 :J'lW:)S
ll'Ykf""ES
~
~ ~.,..
taI'VI -..q
tol 'Oft XJCN MlLWoWll)
3lDNIS 3l1flSOl::>N3 lIJJ.Sdrmo
(....)
""'...._,
E>
lW1d
E>
(--n ... ......
.'
mIIWJl3
~....-
~.t>lOiI-l
..ht~
'l' ...... XXII MlL\'MW7'O
lIV130 N:JIS WddV:)tGNYH IY:JtdA.l
...,..
MI. ...
'I~ ...... lQlH lID.I.YMWTO
lI'tl.::l(J IIV..LS U:iddV::)I(JNYH
~ ~ ., ...... )UMI*Od I't
:310N
IIY1.:lO :;lNINl;tYM J lijV10.:ll.::lO dnVl:i 8l:tftJ
M311\ NYld
~ IGlIUlI ....... $9'0 :JI1"I'IlC ~. :B'f'8-O.1-lSVa
--+---
I
I
I
I
I
I
I
I
I
I
I
'8lInO JO lCMI H "'*' (Nt Olt)
DOl tZ 'D\W.l.8j trC:llCDaIQH NlQHt tftnI:au.
~ ..... TN lM1 CIN1lXJ 1YHl D:)WJlI'IS ~
7Vf.L:l1LlQ 1'oYH 'l'M4 ScI'MI SIR) Xlf'aJQS ,..,.
31'lOO 03J. Y:lNnlU.
1Ql.MW'rJ lSVI lH.L JO Gt JO ~ 'f (I<< tp);
IJ ..... 'f . TMC MOa H IJ Hi. A. lHl
I 0
L.zo~._~~ /-
MOa "MIW.N 'nit ClCll)t', v:)fftU 0
-..~
~ UOlXl ]HI. OJ. 1MW.I. JO
~ lH.L HLa 3WHI .J111lWH5 NKlUY"
]ll'l)QlHl"srcMI.,JC)S8W'D~
ScIMIIlC)'1)\WiI:JIilDU:DIQH....
Hl-N ]I TIYH5 NIBU"" MOQ H 'M1 IWO
lHLHLaW"ll'OllJOdilOMJ.'tHLScl'MlHO
~~~ tJ~~~
IIWrJ aJOnIUJI3 'JlII::IIW4J .#.. _
-- ,----,
IIl/fr) Z1fJtI-I#-JSY:J.I" L--J
..... .
~~-.....
-......--$
---@
nodJJ/lJ/J- f)
:JWJM3UfJ.MltlJlll1S-
..,~IQIIQtS-
Xl_-
:JWJJ.JI'mt'I~-
Xl..,,-
~lOlIIllMXI~-
IQI
-'1
---
--
........ .,.... l .... .......n ':VV
w.
--
-.
J<'
....
==-~
-::-.-=:
..-
--
--
...lIYl'll'lflS 300:> ~NI01lna
~N1011n8 1\'101
.Jt'M,aw... ....
aM~. <I>
aJIQlGt . Of .DIU" X
(N("I$I~- n
JOMlU$ - os
TI!JMfIU.l.U-.s:MJH!JI$- ~
~- "dU
--- .
~
~.:::.
-....."
--
o
o
o
I ~~
Q
B~
~~.
lit (lwOwU) .z ~~,
10
o
'mS/ M\L 1O"B'J1 t.
=~~~
'WJ1 SS'Wl 10 .."., M5NJ
"SSWI l1X:lNOO ..- AI
o
o
o
o
1C'Wl.t''l
-....
I
o
loAd 'tJlIS UClOIl CIlIOff1S
aJZIfM'Ml CDdlIO UlH ~
~ DtBS .1
SlWU1 .".
~:!
).. :II! I 8l"iLC "S"J
3NLj ;';"
.........,., 1lHl
SlWU1 .
...... lOf"8
DClllO"Z'
~
.........,., 1lHl
SlWU1 .
...... lOf"8
""'.n
... .n
--
.....1OlUll
it> ....
DClllO"Z'
.........,.,,,,,.
...... .
...... 1lHl
>ffla"OOClO
-
JDtS au ~I NO
....-.........
-""-
III 'ON IQ(N DS
....""""""'"
~
I
I .'
lJ3dd3d
.I'~".
.. . i .
'W13D' JWIS01:lN1
ZIKlI "'"
1i~J..I1HSm
I
l--....,
I
~
]1 ! II
I I il
I ~ I 11
"I II
I i 1I
I I &1
I il
-t--tt-
I ~Ii
I ~~ Ii
I i~ Ii
I i~ Ii
~ I ~~ Ii
..!-'l I~
IDdd3d
NtTJZYIiB
."5'.5
.<~a
W.tJOMIWDIO
ZIKlI "'"
Ii-o JD4 m
.....
-/-
aJStWJIId
J5 ""'~
;,
I
L==:-~-=--:-~-=--===:=;
1101f31\Yd 17rHdSY .0.
3/1./80 M08NIV8
I-
Ii
Ii
RAINBOW DRIVE
4()' ASPHALT PA\DDw"T
----:
~
~..
~i
il:
~..
~~"
~ ~
~~
~
~
..
t
U'C OM (~ .............>
10' t<<:H. Z$ CIU"Dt
M.we; La TOTAL: 1
IWD <;'IPR[SS (,....... ~)
100HIQC,2.S'CAI.F'ER
MARK: 8C TOT.ti; 11
M"::' ~ ~ (hot """,,'ClC1S-..
to CII ....... ,....... .. "" ~ .. Nt-.d by the
Coo_.
2. 1M......... rrtgotIatt ~ muM rnwt << ..-d CII
~ at, oodI ~ta. (L...... Flow ~
"-tcwnotIc ... StutofI' ~ <It~)
3. 1rTtgGUon...... muet '" ~ -' ~ bJ
r- =:;..'::~:.::- ~ byOty
IlroJlct~prll:rto~fII"""
~ ........................... oocwot-, -' dMty
1dIntIt.r..~./.~IMIIIt""""bIcI
ptiat{.fMI~_~
.. lMJI"lPCl"d&trwoWrMt.-"Mvtal'MlfrarWl
~S,.......
7. TIM ~ eo.ncto- __ ---. .... ~_
=- '1:r..=or~ ..... COl'Iftf tmr .... .... at,.. h
~ ~~ -.-... M......,..
T~T..:H..Ine""~~
...........
K..-: - ....... . &tot*l o..tdoor c.nftI n.-
LIlIclhdcH - 214N'11 1- Oedric ........
Arnwc - 10" ..... ....... IIolc.
~
.
CMIIACiE PAUl (s.w ,.....,.,.)
10' Q.[Nt 'R.JIIO<. PUNlD) It a.usttRS OF MU
MAlIC: CP TOTAl.: .
Sl:MHEHt MNKIJA (~ ....-..->
10't<<:H.2.$~
WNIK: !If TOTAl.: ..
o
OWMP' YAl.P(JII HC1LY (.... .........., -..,
1~2'. ~ Pl.NllED . ~ o.c.
MARl(: D'lM TOTAl.: 111
/
DUAF'.IlMC (~~) eM: Q,IU(IiI
.........,.- o.c.
MARK: OJ TOTAL: 1~ $.T.
o
10M HAW'IHCRt (~ 1MIocr)
I&-Z'- tIQf. Pl,MltD . 3r o.c.
MARK: It TOTAL: 103
/
=:"JnlWlWfT ~(~! SOO
@
CJlN'lWl'lm.[(~""'"
rr fIQt. r CAI.JP'lJ'.. PlNClED S o.c.
IWIlC: 011 TOTAL: 28
.
F'AKAH4104EE GRASS (~~)
18-24- teGM
IUrM: f'CO TOTotL: JI
o
DlIS1ItC OM ....
.,. . 2'5- INCOItPOItAltD NTO llC LAJC)SCAP[ Ell..Fmt
MAlIK: /"[0 TOTAL: 2
1....-.- ~ .......,
1. lhe....................,.,..fllCIlI.............
.......... .. .... ......... .... ~ __ ,....,.. III
...... ~ ___ .. 1M ....... ~ _ ...... ..
1M................... ~. IN..............
......-.- cI .. ...... ____ CIOCI ..... _ -uI ,.....
~.,.""'_.
2. .,.".~....-t.............tuI)'............_
=t~-~~~~.:.~
=..~lNt~"~.:~-,~to
... .... IM-'. -...t ........__~ .............
::.. -::- ..::'::. ~ ....... to ~ the hWIIt ., 1M
e. u..-....., . ........ ..., ... the ,.t ... 'II ......
~~.G"":= ~ =:. ~.::r:'': ='
...~..~~............--...lo
AM!I ~ far ""'-J.... (AIG DO.l-11lIO)
L """'..._trw..........____....~r
=:.~..~........~..........ofr-,.
7.. ~ -::::.. .......Me:::, ~*:',.:..::::: .....
=~':; :;.w.~.:==-~u.:..-::: ~
/'--~
'</:
\/
I.
I
'i'J
"'"
1:'"
o.
I
...~.....:::.:::I
.. " ...
.. .... .
. ' . . . - .
---1-
~.c. :'
~;:: =:.:. -:=;, -::".=-'~-
,-" ot.... rvt. of........ 1000... It. of __.... Do
not... ~t....~,..... ~
~ ,.:o.l>..;'t:1 -==::::: == =:'".. -= M
,0. 1he c..~.. thcII JIOtlfJ .... 0-- .. 0-.. ~
~..::.b...~~,~~the....Cftd
11. 1he c..~.. thcII ... -. the .... _ _ .. ..,...
:::..:::::" ~ eN MotlWl .... the .........
':;' =-=. ~::::e::.:..~ O:::=-..bf
:'.=..~"::': ~U:-~~ ~ IMIl
~.:-c:- "'::':lo~'=--~:' C-..~::'"
notIftICI~wrtth9of.....~1IfttI~7.,.ofW~
~':;~~t...~ ~......_.... of
main~ <<lCI tM ......_ ,.rtcId .. begft.
'4. Sod.......... M .. not<<! 011 the.... .........,.,
~w~::~e04.htft~...-.:~to'"
eN nutrt.ltl thcII M ...., _ tiled h Mfln IG)tIg eo4.
ItIA DATA
I~fi ::'~2_ !m3:":' - .....1
~
I ANDSCAPE PLAN
$CAll: 1- - 3f1
;f~
1
.1
.1.
RAINBOW DRIVE
. . ...._ .40' ASPH,IJ,T PAw:J/ENT
~ --- .~~ .::.!------t
"
o
HH
"
IUI:I/..:;;
OHW 74.0 +
~
~=-
()HW 74.0
+
7J.O
~
BOP 72.0
~
I.
N
1\ ,
i \
,
i
I J
I
I
i +++
I I
~
i ~
" I
8
~ i
,
I
~
I ;/
i/l
(
~ ~ 1...1---1.'11... ~-= 1.1...'"= II...' =1...~ .1.1 =~, 1...1.17 1.1.' =
II Iii !. Ii
II ii I 'I. , '''''-'' ii
+1; !: ; !i Ii ~ Ii D'bl';,
Ii ;i ~i + j; Ii Ii t
Ii 'II ! ii II Ii j'
II u ; U U U u
\
./
!
~/
~.TF
~ ~
~.._--
-"'-.-.--
'\.
u
+
FIN. FL.
76.0
i
i
~
.._--~---'+-~---'+"~.._.._..~-+._._._...-
!
!
H
---.:
FE
i I
+
+
+
+
+
+
v.r
A ""' -c" ClItAJI' N.Cr
nPl-15.C "J"1D#-7Z."
I'PC ~T.J,41
PftOfIEJnY-357tQ fII . 0.20 . II1\Al. CA-n48 .,
~.,.o."-51OCl'"
POICl . PA:- 7,_ ., . 1.0. 7.408 It
WIIUCWA't'S NI) 'ADS- >>., fII . o.l&-.)01t fA
..A.... All) o..s-l331S II . o.M-l2141 IIf
CiIl[[N.-llM$ ., . 0.20-1111 "
CA DE'oIl.CIP<I)oo"'"
. -.....
I . t .... 3.7 "ftraQ,308 ft"Mt
~ ~Z2OOO(o.JGO)o-, of
._of
'Av.(t/211'/lr(3e140 """411 cf
~n.&4'~ "'... ~74.0'
~1.33' (TOCDf1[Jll.IN[) ~n.11
~, o...~~X.2)(315'40 lIf')-2201 d/fw - G..I1 m
Qntox.ouUof17'of'IIt_ . 2Je djtr -o.oe cfI
~ttt.....IRt,......-Q. 'rt-QMo:a.outfo1ToftIWr_
o.l1ct.-O.~ cfIooCLS4& m
~A.(2tH)'.C...o..I1.""'..33"
......~-O'OIIS.. _11."
A..--4 &~-1S"7&.
.rMJlliZtWTA&.~dI' 0fI0
IMiH .w-n,4I, LOW ",.".13."
C"D...S~ ONMA
... ~IICC I'PC . m ""'
rllU..uJl:r CIlH4AA
".."r.tl5
. rHQllZ'DWTAl./IPC.s:1" f/IIIO
,., """7.1'4 Lt:M""72JI
, a-1O.4lIUlUCIllIl: c:a.I"lDt ICWCoU
, ,. AS MJN'1Df 0fH0U
... toDCAL fIPE X '" DI51
WM.l.1ftl' JEI' ,0U0U
_72._
. ,a- ~AL /IFC MS' ,tJi5I
I<<M .,.". n.IIC. to. lIMon n
It ,. o..s AOM'P 0NM4
,. WJl'JliCoI&. I'PC . m onI
",. M.t.u' la rou.u
_72.7>
, ,a- ~AL I'PC I6S' '051
,... "...n~ to. lIMon_
J Tft -c"' "'11' NLT
~1S4 ~n"
f1PC """'72._
+
o
+
+
<< ,r HlR2OrI'AC. I'PC .w ,za
,., """"71.... u:w ....7Z.~
L l'W" -C- CRAIE' HIT
~N.S ~~
--......
If ,r ~AC. I'PC ft" ...,
,., Nttan..- u:w """"71."
It 1ft "t'"' CIlIAI!' NLT
n:P-K4. ~na
f1PC ....71.,,,
o ,mr a.P'WCAI. c::tJGII[JI'" f1PC .
,., Ntta7Z.'S LOW "'1%00
~ nfIE' "t'"'GltAII'MCT
JtP0001S.& 1I01Jl:Jifoo7Z."
I9C IIN-n,.,
. ,. IIOIll:JIrtC f1PC .... GefO
,., IIN-n. u:w 1IN-73..J5
" .. D.S ~ CW4.4A
,. MJt'JICAC. I'PC . nr OISI
.. tU..u' III' ClNMA
_7J.l>
. ,. M:IIlZOJrTAC. I'PC ~ GefO
ICH IIN-U,ll LOll" """"7.l'7
T ,. D.S AIMM!Jt ClN40U
.. tPlICAL I'PC . '" aor
,. IU'Ct ru <*.AA
_1U>
~
t.
+
/~-------"'-
-',
+
/
+
\
+
+
1/ ,. HQIIIZtIfTAL 1'PC PI#' -.0
1<<iH"""'~U1f1"""'T.1'7
" ,..,,. tJIUM &UIlf ~GtH
.-r ,.",. D'JIJIiCIDWS ,...,
GlIAl!' ,~
""'7J.,7
. ,a- ~ I'PC ... ,~
teN ....13.,7. UW IIN-n,n
~ rw"t'"'GU"NLT
Ju-.74.4 1lOmu.72.1J
_ _72.&J
r ,a- ICfU'ONTAL I'PC -<<1' ,~
Ht;H """'7.l. U1W""""7.Z.&J
I Tft' "t'"' CIlIA" NLT
Jal'llt74.a. ~n.1I
f1PC ....1.101
"",r ICJmDItTAL I'PC III#' 'lIa
WCN IIN-n.. (011'....1%"
_rw"t'"'ClUJr'NLT
ra-r-~ ~7Uf
f1PC ""12"
a: ,cnr aP'1III:AL QN';:lI("J!' I'PC ",,'
ICH 1IMon.". U1fI "'7Z.oo
"" COItSJINCT '7 V or CH\IDII'.lItAII
11.8 10 DlTAI.
e,. $CIBJCU 40 ~ un.. .T
-"'.
..t.
..
\
/
+
+-
l
""nf'r'''C"'CQJlnIIII2.~
....flIT..
H 1&nr ~ CXJiIOIIl['J!' 1'PC dr
I<<iH ""'JACl LOII'''''''''
_ nI' aPJICAt CQilIIQIIICll' f1PC MfO
DIS1IlIC MCT 10 arr ", Q.LMMIJIJf
.,-...or
. ,. HOIfIZOITM. f1PC ...r
1Dl1IMo7.l4 LOll' ,.."..110
JJ" M:JIIlQWTAt I'PC ....
,., 1IMo72.4 LW IIN-n.o
DRAINAGE SlRUCruRES
$CAlL: ,._~
+-t
-l
+
+
+
+
"
8
+
+
+
~
!If
Comparison of existing facility to planned facility
Current Planned
T otalland sq footage 8,760 35,696
Current Bldg Total 3,480 6,000
Outdoor storage 1,460 2,000
Parking spaces 5 23
DisplaylParts 2,280 3,600
Service/indoor storage 1,240 2,000
Office/restrooms 120 400
Employees 11 11
lJ
Flexibility Criteria for "Outdoor Retail Sales, display and! or storage.
1. The parcel proposed for development is not contiguous to a parcel of land which is
designated as residential in the Zoning Atlas unless the principal use is the sale ofliving
plant material.
The parcel at 301 S Main Ave is not contiguous to any properties designated residential.
2. No sign of any kind is designated or located so that any portion of the sign is more than
six feet above the finished grade of the front lot line of the parcel proposed for
development unless such signage is a part of an approved comprehensive sign program.
There has been no immediate plans or anticipated plans for a sign greater than six feet
above the finished grade.
3. All buildings located on the parcel proposed for development are finished or painted in
earth tones.
The colors selected and provided for approval are earth tones.
4. No cyclone, chainlink or other metal mesh fences are located on the parcel proposed
for development.
The property does not have any kind offence located on the property.
5. All fences, excluding gate are landscaped on the exterior of such fences with
continuous shrubs or vines and trees located 20 feet on center.
The property does not have any kind offence located on the property. Proposed fence
provides for landscaping as mentioned above in accordance with Division 12, Section 3-
1202.
6. No goods and materials other than living plant material which are stored or displayed
outside a building or structure are located within a required setback.
The area that will be used for outdoor storage is within the setback and is one of the
exceptions in our request. The only area in the setback is the south east corner of the
fenced area. This area backs up to a concrete area behind Albertson's. A picture is
included.
7. The parcel proposed for outdoor storage or display fully conforms to the requirements
of Article 3 Division 7 in regard to landscaping.
There is currently no landscaping on property. The proposed application includes a
complete landscape consistent with Article 3 Division 7.
If
8. The height of non-living goods and materials stored or displayed outdoors shall
not exceed 15 feet.
We do not store nor have plans to store items above 15 feet.
9. No building materials or automotive parts or supplies which are stored or
displayed outdoors shall be visible from a public right-of-way.
We are not in the auto parts business or building materials business. Our fenced area
visible to the right-of-way will be covered with opaque screening.
!r
Description of company vehicle use
We currently operate 3 company owned trucks. During normal working hours two of
those vehicles are on the road either delivering or visiting customers. The third is driven
by the owner and also used to pick up and deliver if either we have a truck down or in an
emergency. Since many of our customers start earlier than us, our outside employees
take these vehicles home at night so they can go visit the customers first thing without
stopping by the business.
..-
!!J
Written Submittal Requirements for Comprehensive Infill Redevelopment Project
Criteria for 310 S Main Ave
1. We have evaluated the development standards from all avenues and tried to
determine how we could meet all the standards and still develop this property
with an adequate facility to meet the needs of our customers for both current and
future use. We have reduced the original plan by 20 % to reduce deviation from
the guidelines. The omy other alternative would be to reduce the size of the
building further and would severly impact the goals of the project and thus render
it a bad financial investment for us. This would not be good for either us, or the
community. The parking requirement for our type of business is grossly
overstated and we have provided a parking demand study to show that our needs
are much less than required. Even though we are considered a retail operation
and our square footage is calculated that way, a good portion of our facility is
used for storage of not only new units, but customer's equipment that is in need of
repair. Replacement parts is another side of the business which is more ofa
warehousing function as these parts are not visible to the public and consume
roughly 1000 square feet.
2. The planned development is consistent with the sizes of other buildings(in both sq
ft and height) in the immediate area. Planned building is block/stucco and
surrounding buildings are same. The completed project is designed to handle it's
own traffic and will not hinder traffic to surrounding properties. .
3. The development will fill the last empty parcel in the immediate area and be the
most attractive building in the block. It is of normal height and consistent with
other buildings in the area. This is not a manufacturing facility. Over 90 % of
our revenue is from the sales of equipment and parts. Most of our customers have
their own repair facilities. We are more concerned with the deterioration of the
buildings around us affecting the value of our investment.
4. Hours of operation are 7:30-5:30 Monday thru Friday and 9:00-1:00 on Saturdays
which are substantially less than the businesses to our immediate west or south.
Most repairs are completed inside the building so noise is kept to minimum not to
affect the surrounding properties. The fenced enclosure will create a barrier from.
the garage doors on the east side of the facility.
5. The primary use of the property is to showcase power equipment for sale to our
customers. We sell both commercial and consumer power equipment and related
items. We also provide parts and service for the products we sell. The building to
the west (KmartISears) sells similar (but typically cheaper) consumer products to
what we sell to the consumer. There is limited availability of support products
from Kmart or anyone else in the surrounding area, so our businesses will
compliment each other. While we are not in retail plant business that both kmart
and Albertson's are, we sell tools associated with the installation and maintenance
of those items. The same thing occurs in an additional way with Al~son' s just
to the south. Many of our customers will be interested in the convenience that
they have not had before for items such as food, beverages, and ice.
6. The project is designed within the guidelines as set forth by the city inmind to ,
create a structure that is consistent with the new construction in the area. The
OJ
building is designed with split face block on both the west and north sides that are
considered frontage streets. We have selected colors that are consistent with
many other new projects in the city while creating differences so we don't look
identical to another building. We have incorporated awnings over the showroom
area of the building to create a better appeal to the customer. Locating the
building within the 10' setback on the south side accomplishes a number of
things. It allows us to utilize the full 25' setback on both the north and west sides
to produce a more visually pleasing area. It also helps hide the back of the
loading and unloading area at the Albertson's store to the south. The cities design
guidelines were utilized along with numerous visits to newly completed facilities
to assist in the design of the facility to assist in the design and selection of
materials and overall layout. There has been some new construction a few blocks
away and exterior construction is consistent with those projects. The west and
north sides will be split face block that is a natural sand color up 10' with an
awning across the west side and continuing on the north side for 40'. The awning
is a dark green that will create some contrast and improve the aestetic appearance
of the building, while maintaining the theme of earthtones and provide some
pro'tection from the elements at the main entrances to the building. There are six
windows planned on the building with 4 on the west side and two on the north
side. That end of the building is designated showroom and we were looking for
consistency with the windows so they are all of the same size and equal distance
apart. The roof is a metal pitched roof also finished in the dark green to match the
awning. The darker color creates another distinct color change from the stucco
while maintaining consistency with the overall scheme. We have complied with
all the requirements for handicapped access and utilized the available space to
maximize the number of parking spaces on the property. We have also tried to
create easy access from both Main Ave and Rainbow 8t to make it as convenient
and least obtrusive to other vehicles. The parking is more than capable of
handling the vehicle traffic that will be created by the business.
7. The planned fence includes split face block pillars with an estate fence and
opaque screening. In looking at other recently completed properties, in my
personal opinion, this building will have the nicest outdoor storage area around.
In summary, I feel we have worked diligently to design a project that in many ways will
exceed the development guidelines and will take a currently unsightly piece of property
and make it something that creates value for both us and the city.
'If
Written Submittal Requirements for Quality Mowers
Code Section 3-913.A General Applicability Criteria
1. The subject parcel is vacant and occupies the northwest comer of a block
consisting of four (4) U$8S ranging from automobile service, to office to
large-scale retail with building sizes ranging from approximately 3,000 sq.
ft. to over 30,000 square feet with associated parking to serve those uses.
The proposed development is within the range of those building sizes
(approx. 6,000 sq. ft.) with associated parking, compliant landscape,
setbacks and storm retention on site.
2. The corner subject parcel completes development of the block, integrating
with existing access drive aisles. The existing developed sites on the block
predate the current code requirements, therefore its development
characteristics with appropriate setbacks, parking and landscape will
support the use and value of those developed sites and perhaps
enoouraging re-investment in the area.
3. The area is zoned commercial anticipating retail sales and service uses
that by their nature do not pose adverse impacts on the area residents
and employees.
4. The vehicular circulation for the new retail use has been designed with
adequate spacing between right of way intersections and proposed
driveways to minimize vehicle conflict and provide safe visibility for
vehicles exiting the proposed use.
5. The community character of the immediate vicinity is quite similar to the
adjacent properties with large lot and building retail, low-rise office. 'The
site layouts are similar with buildings set back with parking adjacent to the
right of way.
6. The proposed development of the site as with retail sales and service will
not produce adverse noise or emissions. The surrounding neighborhoOd
consists of institutional (post office), office, vehicle service, large-scale
retail sales and service, and low-rise residential apartments. The hours of
operation for the retail sales and service use are compatible with these
neighborhood uses in that they will mirror the surrounding commercial
hours and have minimal impact on the evening hours of the residential
use. The development also includes a concreted area of approximately
2000 square feet for outdoor storage. Three sides will be fenced with
pillars (height will be less than 10' feet with caps) will be constructed of
split face block (same as used on the building). Between the pillars, 8' tall
estate style fence. The inside of the fence will be covered with an opaque
screening material (similar color of the building). The primary purpose of
S-~J
,
The History of Quality Mowers
Quality Mowers was founded in 1948 as a retail lawn mower sales and repair shop for the
Clearwater area. The original owners' name was Bob and it was called Bob's Quality
Mowers. The second owner was also named Bob so the name stayed the same. In 1984,
a gentleman named Bill Murray purchased Bob's Quality Mowers and decided to drop
Bob from the name. Many people coming here still refer to our place of business as
Bob's today.
Bill Murray had a goal to build the business up and retire by 70. When he first purchased
the business, they still had to sell ChristmaS Trees to make it through the winter as the
grass does,tiOt get cut as much during the winter time. It was the only way to keep full
time employees. The first couple of years were very tough as Bill had plenty of business
experience but not in this industry. Bill decided since the name was Quality Mowers that
they should only carry products of the finest quality and slowly worked toward bringing
in the best products while weeding out those that did not perform as well.
By 1988, the right product lines were in place and are the same product lines that we
carry today. Quality Mowers represents Toro, Gravely, Honda, Stihl, Walker, Kohler,
Kawasaki, and Briggs and Stratton. While this is not the complete line we represent, it
covers a major portion of the business.
In June of2001, Quality Mowers was purchased by Ruckus Investments, L.C. and still
operates under the name of Quality Mowers. Bill had reached his goal of selling prior to
his 70th birthday, as he celebrated it with us right after we made the purchase. During
the past 7 years, Quality Mowers and its staff have more than doubled sales, and have
won numerous awards for outstanding Sales, Parts and Service. Our business model has
also shifted the last few years with us selling more items like generators, water pumps,nand hand held power equipment. Wtth this shift in our business, we are in the process of
changing the name to Quality Power to better reflect what we do.
Quality Mowers caters to the larger commercial grounds maintenance companies and
municipalities while taking care of the homeowners. We currently have contracts with
Pinel1as County, Pinellas County Schools, Cities of 81. Pete and Clearwater to provide
equipment and services along with many other municipalities in Pinellas, Pasco, and
Hillsborough counties. We provide pickup and delivery service for our cus~omers and
are currently running two trucks full time.
.
Quality Mowers is focused on providing a sound workplace for the best people in the
industry and offering unparalleled goods and services to the community . We feel this
sets us apart from the competition and positions us for continued growth in the future.
Due to our growth, we started looking at the possibilities of opening a second location, or
a larger location, but had not really settled on anything. WIth our reputation in the
market, we felt we could expand easily in surrounding markets and not negatively impact
the performance at this location.
We were not having much luck finding a location here in Clearwater and decided that our
best bet was to open a second location in western Hillsborough county. We are also very
limited as to the directions we could move due to the location of our competitors that
carry the same product line. In the spring of 2007, we learned of Autonation's interest in
selling two pieces of property. One piece that immediately joins our current location and
a lot that is directly behind Albertson's. They already had a purchaser for the property on
Gulf to BaY. We do not have adequate parking at our current location with only 5
parking spaces and the Autonation people had been kind enough to allow us to park on
their property for past several years, so this created a new challenge for us.
We decided to take a look at the other piece of property that Autonation had for sale and
decided to purchase it. The physical address is 301 South Main Ave and as far as-records
show, this property has only been used in the past as a carryover parking lot back in the
day when cars were selling. At one point, there was a fence on the property but has been
removed for quite a number of years. After performing a Phase L other soil tests, and
some research, we decided to go ahead and purchase the property. The deal was closed
in June 2007 and the process started for us to build a new facility.
JOSEPH W. BELT, P.E., Consulting Engineer
NCEES 25347/ Florida 45147/812074/ SM1 5967/ Mississippi 17849/ Alabama 27592-E
Drainage Analysis for
Quality Mowers, 301 South Main Avenue, Clearwater, Florida 33765
The existing parcel is relatively flat and undeveloped with a very high seasonal water table.
Off site cross flows are directed around the proposed development.
Rainfall intensity as required by City of Clearwater is found Sheet 2.
City of Clearwater storage requirements, pollution abatement volume and orifice sizing are
found on Sheet 3.
Drawings of the pond with a liner are included in a separate package. The pond is drawn down
by allowable outfall and ex-filtration.
Sheets 4 through 7 indicate drawdown devices, rates, total drawdown time and stage storage.
Total storage per City of Clearwater requirements is met.
YS" pollution abatement volume per SWFWMD requirements is met.
Drawdown in less than 24 hours as required by City of Clearwater is met.
Drawdown in less than 72 hours as required by SWFWMD is met with a safety factor> 2.0.
~
~~
~~
~~
"
5004 West Linebaugh Avenue, Suite C, Tampa, Florida 33624
Phone (813) 961-3075 Fax (813) 961-1031
jbelt({4tampabav. rr. com
~.
TOPIC NO. 625-040-002-A
DRAINAGE MANUAL
APENDIX B-IOF CURVES
AUGUST 2001
~
~<rco
..... U) In
....
M
N
~O"'ror---.~U1
":
M
N
I I-I-l+-U+
a: a:
a: a: a: a: <I
a: <I <I <I I1J
<I <I <I I1J I1J I1J >-
I1J I1J I1J >- >- >-
>- >- >- lSI
M ICl lSI ICl lSI lSI
N - ICl
/ 1/
1+lml -J..l.I4I.jj ~
1/
/
1/
\D
W i+IH+
1/ Z
0
N
f7
IS) (S) (J'" CD r-..
....
N
IS)
N
~
~
U'l
a:
:l
0
I
LO
....
M
Z
0
N I-
<I:
0:
:l
0
IS)
to
IS)
LO
IS)
....
IS)
M
(j)
W
I-
:l
Z
IS) _
N::;:
~
~
~
...... 0'" CO r--. w
to
....
M
N
to
lD
....
M
ro
N
<'~
~nOH ~3d S3HJNI NI AlISN31NI ll~~NI~~
RAINFALL INTENSITY-DURATION-FREOUENCY CURVES
ZONE 6
B-7
Sheet 2
PROPERTY=35740 sf @ 0.20 = INITIAL CA= 7148 sf
BUILDING=6000 sf @ 0.95 = 5700 sf
POND & PIPE= 7,409 sf @ 1.0= 7,409 sf
WALKWAYS AND PADS= 3241 sf @ 0.95=3079 sf
PAVING AND CURBS=13315 sf @ 0.95=12649 sf
GREEN=5981 sf @ 0.20=1196 sf
CA DEVELOPED=30033
6 CA= 22885
i @ 1 hr= 3.7 in/hr=0.308 ft/HR
STORAGE REQUIRED=6 CA(i)=22885(0.308)=7049 cf
STORAGE PROVIDEDED=POND
= 7254 cf
PAV=(1/2")1'/12"(35740 sf)=1489 cf
ELEVpav=72.54'=ELEVbot of orifice; ELEVdhw=74.0'
Horifice=1.33' (TO CENTERLINE) ELclorifice= 72.67
Qmaxallowout=(0.308ft/hr)(.2)(35740 sf)=2201 cf/hr - 0.61 cfs
Qmaxou t=Qorifice+ Qfil ter
Qmax.outfor17'offilter = 235 cf/hr =0.065 cfs
Qmaxou tfororifice=Qm axal owou t- Qm axou t for17' offil ter -
0.61 cfs-0.065 cfs= 0.545 cfs
Qorifice=Co Ao (2gH)5, Co =0.61; H=1.33'
Ao = g~(~~C~)-5 =0.0965 sf =13.89si
Ao provided =4 5/8"X3"=13.875 si =.0964 sf
Sheet 3
ONE FOOT OF SIDE DRAIN FILTER
17' OF SIDE
DRAIN FILTER
h)'droullc filter filter . area tW1ra~f ~~e p;w
gradient face for 1 of
totol filter filter filter face length fllter length the IO)'llr
hood length length length . h' length
ELEVA TlON h' I max. I min. loyg. 1= r:::::- h A' O"=kiA' 0'
oyg.
74.00' 3.75' 5.14' 2.66' 3.90' 0.9615 2.66' 2.66" 13.86""" 13.400"""
73.75' 3.50' 5.14' 2.66' 3.90' 0.8974 2.66' 2.66" 12.94""" 12.475"""
73.50' 3.25' 5.14' 2.66' 3.90' 0.8333 2.66' 2.66" 12.01""" 11.550"""
73.25' 3.00' 5.14' 2.66' 3.90' 0.7692 2.66' 2.66" 11.09""" 10.630"""
73.00' 2.75' 5.14' 2.66' 3.90' 0.7051 2.66' 2.66" 10.17""" 9.485 ",.,.
72.75' 2.50' 5.14' 2.55' 3.85' 0.6494 2.5' 2.50" 8.80""" 7.855 ",.,.
72.50' 2.25' 5.14' 2.79' 3.97' 0.5668 2.25' 2.25" 6.91"'" 6.020 ",.,.
72.25' 2.00' 5.14' 3.31' 4.23' 0.4728 2.000' 2.00" 5.13""" 4.375 ",.,.
72.00' 1.75' 5.14' 4.04' 4.59' 0.3813 1.75' 1.75" 3.62"""
AVERAGE ~ri'Pi p;w
LA YER the lo)'W
ELEVATION 0'
73.875' 227.8rxt"""
73.625' 212.075"""
73.375' 196.350"""
73.125' 180.710 ",.,.
72.875' 161.245 ",.,.
72.625' 133.535"""
72.375' 102.340"""
72.125' 74.375"""
k=130fl/doy =5. 42ft/hr
S.W.F.W.M.D. ALLOWABLE
h'
vorles
SIDE DRAIN FILTER OUT FLOW
74.00'
73.75'
73.5'
73.25'
73.00'
72.75'
72.5'
72.25'
72.0'
71.75'
h
1
Sheet 4
ORIFICE FLOW RATE
AVERAGE
LA YER
ELEVA T10N
PAV=(1/2")1'/12"(35740 sf)=14B9 cf
ELEVpav=72.54'=ELEVbat af arifice; ELEVdhw=74.0'
Horifice=I.33' (TO CENTERLINE) ELclorifice=72.67
Qmaxallowout=(0.30Bftjhr)(.2)(35740 sf)=2201 cf/hr = 0.61 cfs
Qmaxou t= Qorifice+Qfilter
Qmax.outforl7'offilter = 199 cf/hr =0.055 cfs
Qmaxoutfororifice=Qmaxalowout-Qmox.outfor17' oftilter =
0.61cfs-0.055 cfs=0.555 cfs
Qorifice=c" Ao (2gH)5, Co =0.61; H=1.33'
. - Qorifice -009740' -14 0301
"'-C.(2gH}5- . - .'
~ .",,",...=4 5/B"X3"=13.B7501=0.0964sf
ELEVA TION
74.00'
73.75'
73.50'
73.25'
73.00'
72.75'
72.50'
~~e r;w
tho layer
Q,
h,
73.875'
73.625'
73.375'
73.125'
72.875'
72.625'
1.2"
0.95'
0.71'
0.46'
0.21'
0.05'
1869
1656
1431
1152
779
380
Oorifice=c" Ao (2gH}5, Co =0.61; H=1.33'; 2g=64.4ft/sec'; A.=0.09640'
Oorifice=(3600sec/lo') 0.61(0.0964 .')(61;.4ft/.... )"5(h.).5 =1699 (h.5) IN t/ /lor UNITS
II CUT HOLE 1
~-- IN CAP II
II 7? 67 ~ cj7- II
-l'-- '1
~ ROP-7? II II
I~ II
II II
II II
I r
II
CREATE BLEED DOWN DE~CE
FROM 8" SCHEDULE 40, U.V.
RESISTANT PVC COMPONENTS
USE DOWNTURNED ELL AS
SKIMMER AND CUT 3"HIGH
X 4 5/8" WIDE HOLE IN CAP
WITH BOTTOM EDGE OF HOLE
AT ELEVATION 72.54'
8" DEEP CONCRETE SUMP.
EXTEND SIDEWALLS TO MATCH
SLOPE OF BANK.
fl,
TYPE "CO CONTROL STRUCTURE.
~ TOR-74 S
ORIFICE OUT FLOW
Sheet 5
Pond Drawdown Analvsis
Pond Orifice Flow Rate 17' of Side Drain Filter Outflow
Elevation Average Stage Average Flow Average Stage Average Flow Total Rate Of Total Volume Time Hours Elapse
At Stage Elevation Rate For The Stage Elevation Rate For The Stage Outflow Per Stage Pre Stage t=Vs/Qt For Outflow
Boundaries Qo (cf/hr) Q' (cf/hr) Qt Vs Hours @ Staqe
74.00' 73.875' 1869 73.875' 227.800 2096.800 1410.79 0.67 0.67
73.75' 73.625' 1656 73.625' 212.075 1868.075 1245.73 0.67 1.34
73.50' 73.375' 1431 73.375' 196.350 1627.350 1085.91 0.67 2.01
73.25' 73.125' 1152 73.125' 180.710 1332.710 901.63 0.68 2.68
73.00' 72.875' 779 72.875' 161.245 940.245 758.96 0.81 3.49
72.75' 72.625' 380 72.625' 133.535 513.535 709.87 1.38 4.87
72.50' 72.375' 102.340 102.340 669.61 6.54 11.42
72.25' 72.125' 74.375 74.375 471.65 6.34 17.76
72.00'
Totals 7254,14 17.76
17.76 Hours < 24 Hours City of Clearwater criteria is met.
17.76 Hours < 72 Hours with a safety factor of two SWFWMD criteria is met.
Sheet 6
Pond Volume Stage Distribution
Pond 1 cf @ Pond 2A cf @ Pond 2B cf @ Pond 3 cf @ Ponds 1-3 cf @ Ponds 1-3 Pipe cf Approx. Pipe cf @ Ponds 1-3 & Pipe cf @ Ponds 1-3 & Pipe Pipe cf
Elevation Between Elev Between Elev Between Elev Between Elev Between Elev Total cf@ Elev Distribution Between Elev Between Elev Total cf@ Elev B 18.2
72.00-72.25 44.55 168.24 150.12 25.36 388.27 388.27 25% 83.38 471.65 471.65 D 12.9
72.25-72.50 70.26 197.08 196.95 38.57 502.86 891.13 50% 166.75 669.61 1141.26 G 24.5
72.50-72.75 98.44 228.18 246.11 53.76 626.49 1517.62 25% 83.38 709.87 1851.12 I 30.0
72.75-73.00 128.50 261.73 297.83 70.90 758.96 2276.58 758.96 2610.08 K 12.6
73.00-73.25 160.45 651.19 89.99 901.63 3178.21 901.63 3511.71 M 32.2
73.25-73.50 198.10 776.78 111.03 1085.91 4264.12 1085.91 4597.62 0 30.6
73.50-73.75 242.00 869.72 134.01 1245.73 5509.85 1245.73 5843.35 Q 16.1
73.75-74.00 288.23 963.63 158.93 1410.79 6920.64 1410.79 7254.14 S 11.9
Total cf Pond 2A & B 4116.55 891.01 U 16.8
Total cf Per Pond 1230.53 5007.56 682.55 W 19.6
Total cf Ponds 1-3 6920.64 Y 27.3
Total cf Ponds & Pipe 7254.14 AA 46.3
CC 13.0
II 10.3
JJ 11.2
Total Pipe cf 333.5
Sheet 7
@J
"f},
"t><.
+
"t><
"t><.
+
'0<0
1t><-
+
CONC. CURB
INLET
f}, 00
"')~~,,
,,').
~
')~ \')
",,').')1
~~
"t><-
+
~<o
"t><.
+
."t><. "t><'
+ .. +
@ 7"
~K TREE
'o~
"t><'
~
~~
~ <: 00
~ lJJ ,,~)'
~+
~:s
"<:::C
<Q.
---~
~~
~~
-<:(
~~
~
C)
0)
...
CJ
CJ
c:)
IV)"t><.
""-
~
.~ ~ '0
~J ~t><'
+" ~"
f\J "t><.
CJ
CJ
<:
')') " ~
,,~. "t><'. " .
+ ,,~
...J
m <{
a::: 3:
:J
U <..5
z
o
u
\~
,,~.
+
lx f},
,,~.
+
FIR 5/8"
lx<J:>'O NO ID
~ "'~. \~
"lx' , +,,~.
~
-'--'-UL - UL T UL
,,~. "~N
+ ')0 "t><. ,,"
,,~. "lx'
+ <o~
"t><. ,,\
"lx'
+ :'\
')<0 + ~~
,,"Y ."
...
...
CO'"
lC)CJ
... C)
IV) .
~CJ
oC'\J
CJlf)
CJ
ASPHAL T
RTH RIGHT-OF-WAY LINE
OF GULF TO BAY BOULEVARD
~
SPECIAL NOTE:
USE CARE INTHE REMOVAL OF EXISTING TREES, INStALLA TlONOF PIPE AND REGRADING
OPERA TlONS IN THE AREAS OF EXISTING ADJACENT TREES TO REMAIN. USE ONL Y
MANUAL EXCA VA TlON EQUIPMENT AND EMPLOY A CERTIFIED ARBORIST TO PERFORM
ROOT PRUNING WHERE NECCESSARY.
NOTES:
NO UNDERGROUND INSTALLA TIONS OR IMPROVEMENTS WERE LOCA TED AS A PART OF
THIS SURVEY UNLESS OTHERWISE SHOWN OR NOTED HEREON.
THIS SURVEY SHOWS ONL Y DEDICA TlONS, RESTRICTIONS AND EASEMENTS CONTAINED IN
THE ABOVE-MENTIONED TITLE COMMITMENT AND PROVIDED TO THE SURVEYOR. IT IS
POSSIBLE THERE ARE OTHER RECORDED INSTRUMENTS, WHICH MA Y AFFECT THIS
PROPERTY.
BEARINGS AND DISTANCES ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED,
ALL STA TEMENTS WITHIN THE CERTlFICA TlON, AND OTHER REFERENCES LOCA TED
ELSEWHERE HEREON, RELA TED TO: UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS,
PARTY WALLS, PARKING, EASEMENTS, SERVITUDES, AND ENCROACHMENTS; ARE BASED
SOLEL y. ON ABOVEGROUND, VISIBLE EVIDENCE, . UNLESS ANOTHER SOURCE OF
INFORMA TlON IS SPECIFICALL YREFERENCED HEREON,
BENCHMARK NOTE:
.
rr
~.
X"') =EXISTING ELEVA TION
ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF CLEARWATER BENCHMARK E-12
(ELEVA TlON=72,18) AND ARE IN REFERENCE TO NORTH AMERICAN VERTICAL DA TUM-1988
BEARING. BASIS:
BEARINGS ARE BASED ON THE SOUTHERL Y RIGHT OF WA Y LINE OF RAINBOW DRIVE, WHICH
BEARS S8974'28"E PER DEED.
PROPERTY AREA:.
LAND AREA = 35,740:t SQUARE FEET
OR
0.821:1: ACRES
'Of},
"lx'
+
RAINBOW DRIVE
40' ASPHAL T PA'fMENT
~') ~
",lx' "lx'
+ +
SHEET INDEX:
Cl EXISTING SITE & PROTECTION PLAN
C2 PROPOSED SITE PLAN
C3 DRAINAGE STRUCTURES
C4 DRAINAGE STRUCTURE DETAILS
C5 SITE DETAILS
C6 LANDSCAPE PLAN
Al BUILDING ELEVA TlONS
1 CERTIFIED SURVEY
I
'0'1, ..J ~O
::>
"lx, I "lx'
+ +
..J
::>
I
ONC,
~'"
"lx'
+
lx')
"lx'
+
')~
"t><.
+
\0
",,\)~
9
~~~~
~~
. f},' ~\
'\~'~<o
0\
",'J' ~~
~~.~j
1-.~\
,\'1-'~<O
~'1-'
5 89024'28" E
~o
lx'
~
" l'
+ " ." + FCM
oIK -~EE ~
22"
PALMETTO
ASPHAL T
209.48'
"lx'
" 22"
PALMETTO
V
"'lx'
+
a
<(
o
a::
a::
w
J:
U
...J
W
CD
lL.
o
W
z
::i
:!: >-
~. <(
o \0 :!:
. 0 I
lXldlL.
Po 0
gr--~
Z B
~
l-
V)
~
,,\
"lx'
+
lx~
,,':Y'
+
...
...
C'\J
CJ
...
t-CO
z~
~C)
~CJ
<{
Q.U)
l.L..
o
w
<.:>
o
:~ '0'"
r~~~ ",lx'
t><~ +'
FIR 5/8""lx
NO ID "lx'
+
')':Y
",':Y'
+
')'0
,,~.
+
')~
,,~y
+
'0 Olx
,,~~ + "'~'
+ 4"4"4"4"6"6"M
1 1 1 I 1 ~
BRAZIL/AN
PEPER
f},~
"'~.
+
lx~
",t><.
+
.~
. IX
,,~'
~O
+"'~.
9",9",4"
BRAZIL/AN 25"
PEPER .. PALMETTO
'1-011';
~'EDGE OF PAVEMENT
+
'1-~ \ lx
,,~' ,,':Y' .. ~
+ + lx~
ASPHALT '"
ASPHAL T
~~
~.
N 89024 '28" W
t~
"'~'
')\
~.
\"
,,~.
+
",~?274.67'
+
N 89'22'44" W
50.00'
EAST-WEST CENTERLINE
OF SECTION 13-29-15
POC @
SE CORNER OF THE
SE1/4 OF THE NE1/4
OF SECTION 13- 29-15
ZONING INFORMATION:
ZONING DESIGNA TlON
C (COMMERCIAL)
BULK RESTRICT/'ONS
MINIMUM LOT AREA 10,000 SQUARE FEET
MINIMUM LOT WIDTH 100'
MAXIMUM BUILDING HEIGHT 25'
BUILDING SETBACKS
FRONT 25'
SIDE 10'
REAR 20'
PER CITY OF CLEARWA TER BUILDING AND ZONING DEPARTMENT
PHONE! 727~562-4604
VICINITY MAP:
CLEVE LAN 0 ST
~
(f)
W
;.....J
:J
o
0::::
W
I
(f)
z
;.....J
o RAIN
o
OJ
~
<(
OJ
N
z
<(
~
0::::
W
I
o
;.....J
w
OJ
FLOOD ZONE INFORMATION:
SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE LOCA TED IN FLOOD ZONE X
(AREA OUTSIDE THE 500- YEAR FLOOD PLAIN) PER F.I,R,M, NUMBER 12103C 0109G;
DA TED 09/03/03. THIS SURVEYOR MAKES NO GUARANTEES AS. TO. THE ACCURACY OF
THE ABOVE INFORMA TlON, THE LOCAL F,E,M.A. AGENT SHOULD BE CONTACTED FOR
VERIFlCA TION.
DRUID RD E
NOT TO. SCALE
LEGAL DESCRIPTION:
(AS PROVIDED)
THA T PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS
FOLLOWS: FROM THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE
NORTHEAST 1/4 OF SAID SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN
tHENCE NORTH 89"22'44"W ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 13,
50,0 FEET; THENCE NORTH O'08'02"~ ALONG THE WESTERL Y RIGHT-OF-WA YLINE OF
BELCHER ROAD, 700.06 FEET TO THE POINT OF INTERSECTION OF THE SOUTH
RIGHT-Of-WAY LINE OF RAINBOW DRIVE AND THE WEST RIGHT-OF-WAY LINE OF
BELCHER ROAD; THENCE N8972'44''W ALONG THE SOUTH RIGHT-OF-WA Y LINE OF
RAINBOW DRIVE; 280,0 FEET FOR THE POINT OF BEGINNlNG;TNENCE SO.08'02"E 129.96
FEET TO A POINT FOR CORNER; THENCE N89.24'28"W 274.67 FEET TO THE EAST
RIGHT-OF-WAY LINE OF MAIN AVENUE TO A POINT FOR CORNER. POINT ALSO BEING
N0"2j'58''W 520,0 FEET FROM THE NORTH RIGHT-OF-WA Y LlNf: OF GULF TO BA Y
BOULEVARD; THENCE NO.23'58"W ALONG SAID EAST RIGHT-'-OF~WAY LINE 130,0 FEET
TO THE INTERSECTION OF THE SOUTH RIGHT~OF7""WA Y LINE OF RAINBOW DRIVE AND
EAST RIGHT-OF~ WA Y LINE OF MAIN A VENUE; THENCE S8974'28"E ALONG THE SOUTH
RIGHT-OF-WA Y LINE OF RAINBOW DRIVE, 209.48 FEET TO A POINT ON THE SOUTH
RIGHT-OF-WAYLINE OF RAINBOW DRIVE; THENCE CONTINUE S8972'44"E ALONG THE
SOUTH RIGHT~OF-'-WA Y LINE OF RAINBOW DRIVE, 65,79 FEET TO THE POINT OF
BEGINNING,
LEGEND:
SIR = SET 5/8" IRON ROD LB 7168 ~ = TEMPORARY BENCHMARK
FIR = FOUND IRON ROD <ID = WA TER METER
FIP = FOUND IRON PIPE ~ = WATER VALVE
SPK = SET PARKER KA YLON NAIL ~ = UTILITY POLE
FPK = FOUND PARKER KA YLON NAIL 0 = LID
(TYP) = TYPICAL (XX) = BACKFLOW PREVENTER
(p) = PLA T MEASUREMENT I2J = DRAINAGE CONTROL STRUCTURE
(F) = FIELD MEASUREMENT UL = OVERHEAD UTILITY LINE
O.R. d:: OFFICIAL RECORDS BOOK . ..;....,.- w - w -'--'-'- = WA TER LINE
R/W = RIGHT OF WA Y ST = STORM SEWER LINE
POB = POINT OF BEGINNING SAN = SANITARY SEWER LINE
POC = POINT OF COMMENCEMENT -0"---'-0- = SIL T FENCE
X = TREE TO BE REMOVED = TREE PROTECTION
FOR REVIEW AND PERMIT, NOT FOR CONSTRUCTION UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSPECTOR, THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
GENERAL SITE NOTES:
A. IN AREAS WHERE FILL MA TERIAL IS REQUIRED, THE EXISTING VEGETA TlON AND
ROOTS SHALL BE REMOVED PRIOR TO PLACING ANY FILL MA TERIAL. THE FILL SHALL
BE PLACED IN LIFTS NO GREA TER THAN 12" AS MEASURED LOOSE, AND
COMPACTED TO A UNIFORM DENSITY ASTM D698. THE MA TERIAL SHALL BE
COMPACTED A T A MOISTURE CONTENT PERMITTING THE SPECIFIED COMPACTION. THE
FILL SHALL BE TESTED BY AN INDEPENDENT TESTING LABORA TORY AND THE
RESUL TS SUPPLIED TO THE ENGINEER.
B, LEGAL SURVEYS DESCRIPTION, EASEMENTS, BOUNDARIES, TOPOGRAPHIC CONTOURS,
CROSS SECTIONS, EXISTING STREET RIGHT-OF- WA Y AND EXISTING IMPROVEMENTS
HA VE BEEN FURNISHED TO THE ENGINEER BY OTHERS AND THE ENGINEER ASSUMES
NO RESPONSIBILITY FOR THEIR CORRECTNESS OR ACCURACY. THE ENGINEER'S WORK
SHOWN ON PLAN HA~ BEEN PREPARED BASED UPON THE SURVEY INFORMA TlON
PROVIDED BY OTHER'S.
C. LOCA TlONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HA VE BEEN
DETERMINED FROM THE BEST INFORMA TlON A VAILABLE AND GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR THEIR ACCURACY. PRIOR TO ANY START OF CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES TO MAKE
NECESSARY ARRANGEMENTS FOR ANY RELOCA TlON OF THE UTILITIES, ALL UTILITIES
WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCA TED BY
THE RESPECTIVE UTILITY COMPANY AND THE CONTRACTOR SHALL COOPERA TE WITH
THEM DURING RELOCA nON OPERA TlONS. ANY DELA Y OR INCONVENIENCE CAUSED
THE CONTRACTOR BY THE RELOCA TlON OF VARIOUS UTILITIES SHALL BE INCIDENTAL
TO THE CONTRACT AND NO EXTRA COMPENSA TlON WILL BE ALLOWED.
D, FLORIDA STA TUTE 553,851 (1979) REQUIRES A MINIMUM OF (2) DA YS AND A
MAXIMUM OF (5) DA YS NOTICE PRIOR TO EXCAVA TION. EFFECTIVE DECEMBER "
1993, A NEW TELEPHONE NUMBER NUMBER, SUNSHINE STATE ONE CALL OF FLORIDA,
1-800-432-4770, TO LOCA TE UNDERGROUND PUBLIC UTILITIES BEFORE ANY
EXCA VA TION BEGINS.
E. THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK PRIOR TO PRICE QUOTA TION
AND EXAMINE THE THE PREMISES SO AS TO FULL Y UNDERSTAND ALL OF THE
EXISTING CONDITIONS RELA TED TO THE WORK, NO INCREASE IN COST OR EXTENSION
OF PERFORMANCE TIME WILL BE CONSIDERED FOR FAILURE TO KNOW ITS
CONDITIONS.
F. ALL WORK TO BE ACCpMPLlSHED IN ACCORDANCE WITH THE LATEST EDITION OF THE
FLORIDA BUILDING CODE AND ALL LOCAL CODES AND REGULA TlONS,
G, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL NECESSARY
CONSTRUCnON STAKING REQUIRED TO INSTALL THE IMPROVEMENTS NOTED ON THESE
DRAWINGS. tHE ENGINfER SHALL BE CONSUL TED TO MAKE ANY AND ALL REQUIRED
INTERPRETA TlONS OF'fHE PLANS, HOWEVER, THIS IN NO WA Y RELIEVES THE
CONTRACTOR OF HIS lRESPONSIBILlTY FOR CONSTRUCTING THE PROJECT TO
ACCOMPLISH THE INTE't'T OF THE PLANS.
H. CONSTRUCTION SHowN ON THESE PLANS IS PERMITTED ONL Y FOR THE WORK
LOCA TED WITHIN THE PRIVA TE PROPERTY. ALL WORK WITHIN THE GOVERNING
AGENCIES RIGHT OF >>1,4 Y AND EASEMENTS WILL REQUIRE A SEPARA TE PERMIT AND
MA Y REQUIRE AN AL TERA TION TO THE CONSTRUCTION OR MA TERIALS SHOWN ON
THESE PLANS. ALL WORK IN THE R/W AND/OR EASEMENTS SHALL COMPL Y WITH
APPROPRIA TE GOVErlNING AGENCIES' STANDARDS.
I. SAN/TA TlON: DUMPSTER
J. ALL IMPERVIOUS (BUILDING, SIDEWALKS AND PAVING) AREAS STORM WA TER RUNOFF
SHALL BE DIRECTED TO THE PROPOSED RETENTION POND,
K. NEW SEWER AND WA TER SERVICES ARE TO BE INSTALLED COMPLETE TO THE POINT
OF UTILITY TlE~/N. F.'?IOR TO START OF ANY CONSTRUCTION THE CONTRACTOR
SHALL VERIFY ALL SEWER AND WA TER TAP INVERTS AND LOCA TlONS AND REPORT
ANY DISCREPANCIES TO THE ENGINEER. ALL INFORMA TION WAS FURNISHED TO THE
ENGINEER BY OTHERS AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR
CORRECTNESS OR ACCURACY. THE ENGINEER'S WORK SHOWN ON PLAN HAS BEEN
PREPARED BASED UPON THE SURVEY INFORMA TION PROVIDED BY OTHER'S,
L. REMOVE ALL SAND, SiL T AND DEBRIS FROM PARKING AREAS AND FROM
AROUND DRAINAGE INLETS OR AS REQUIRED, POSlnVE EFFORTS SHALL BE
MADE TO PRECLUDE THE DEPOSIT OR ACCUMULA nON OF GRASS CLIPPINGS, LEA VES,
ORGANIC MA TTER OR ANY MA TERIAL WHICH WILL BE DETRIMENTAL TO THE
FUNCTIONING OF THE HYDRAULIC SYSTEM.
M. FIRE HYDRANTS WITHIN 500' OF ALL NEW CONSTRUCTION EXIST ON ADJACENT
PROPERTIES.
N. ALL NEW OUTDOOR LiGHTING SHALL BE DIRECTIONAL AND SHALL NOT DIRECTL Y
SHINE ONTO ADJACENT PROPERTIES.
o. ALL NEW ABOVE GROUND APPURTENANCES AND MECHANICAL EQUIPMENT SHALL BE
SCREENED FROM PUBLIC VIEW WITH AN OPAQUE PRIVACY FENCE OR EQUAL
VEGETA TION OF APPROPRIA TE HEIGHT. THIS INCLUDES H. \/.A.C. UNITS,
REFRIGERA TlON UNITS~ BACK-FLOW PREVENTION DEVICES AND ETCETERA.
p, ALL EFFORTS MUST BE TAKEN TO PREVENT ANY EROSION OR TURBID WA TER FROM
BEING DISCHARGED INTO WETLANDS AND /OR WA TERS OF THE COUNTY. TURBID
DISCHARGES THA T EXCEED 50 JTU'S (JACKSON TURBIDITY UNITS) OR 29 NTU'S
(NEPHELOMETRIC TURBIDITY UNITS) ABOVE BACKGROUND LEVELS ARE A VIOLA TlON
PURSUANT TO CHAPTER 1-5, THE EPC WA TER QUALITY RULE, THE EROSION OR
DISCHARGE OF SEDIMENTS1.N]O WETLANDS IS A VIOLATION OF CHAPTER 1-11, THE
EPC WETLAND RULE, HA Y BALE'S-S./l T SCREENS OR OTHER EPC APPROVED METHODS
OF EROSION/TURBIDITY CONTROL MM BE REQUIRED. IT IS THE RESPONSIBILITY OF
THE OWNER/DEVELOPER TO INSURE THE INSTALLA TION OF ADEQUA TE EROSION
CONTROL BARRIERS PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. THESE
EROSION CONTROL DEVICES MUST BE MAINTAINED IN GOOD CONDITION THROUGHOUT
THE EROSION CONTROL PROCESS AND UNTIL ALL LOOSE SOILS HA VE STABILIZED. IT
IS STRONGL Y RECOMMENDED THA T ALL EROSION CONTROL DEVICES BE REGULARL Y
INSPECTED DURING CONSTRUCTION AND MODIFIED IF CONDITIONS WARRANT.
Q. PROPOSED LAND AL TERA TlON ACTIVITIES SHALL NOT UNNECESSARIL Y REMOVE
EXISTING VEGETA nON AND AL TER EXISTING TOPOGRAPHY. ADEQUA TE PROTECTION
MEASURES (I.E., HA Y BALES, BAFFLES, SODDING AND SAND BAGGING) SHALL BE
PROVIDED AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTA TlON
CAUSED BY SURFACE WA TER RUN-OFF ON EXPOSED LAND SURFACES,
R. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUA TEL Y STABILIZED WITH
VEGETA TIVE MA TER/AL THA T WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL
DISTURBANCE. SODDING, PLUGGING, SPRINGING OR SEEDING IS ACCEPTABLE FOR
STABILlZA TlON; HOWEVER, SODDING MA Y BE REQUIRED IN AREAS OF
EROSION7""PRONE SOILS OR WHERE SLOPES ARE GREA TER THAN 5: ,. VEGETA TlON
OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED.
S. ALL AREAS OF THE SITE AND OFF SITE AREAS WHICH ARE DISTURBED AS A
RESUL T OF THIS PROJECT MUST BE PLANTED WITH BAHIA. SOD IS REQUIRED ON
ANY SLOPE GREA TER THAN 6: ,. SOD MUST BE STAKED ON SLOPES GREA TER THAN
5:1
T. NO MORE THAN 50% OF THE LANDSCAPED AREA MA Y BE PLANTED WITH SHALLOW -
ROOTED TURF GRASS VARIETIES. THESE TURF GRASS VERITIES SHALL BE
CONSOLlDA TED IN AND LIMITED TO AREAS THA T ARE PROVIDED WITH CENTRAL
AU TOMA TIC IRRIGA TlON SYSTEMS.
U. DURING LAND AL TERA TION AND CONSTRUCTION ACTIVITIES IT SHALL BE UNLA WFUL
TO REMOVE VEGETA TION BY GRUBBING OR TO PLACE DEBRIS, SOL VENTS,
CONSTRUCTION MA TERIALS, MACHINERY OR EQUIPMENT OF ANY KIND WITHIN THE
DRIP LINE OF A TREE INTENDED TO REMAIN ON SITE UNLESS PROPERL Y AUTHORIZED
(IN WRITING) BY THE ADMINlSTRA TOR.
\/. UNDERGROUND FEED FOR ELECTRICAL SERVICE REQUIRED,
w: THE EXTERIOR OF THE DUMPSTER ENCLOSURE MUST BE OF MA TERIALS AND COLORS
SIMILAR TO THE BUILDING.
I.
o
I
10'
I EXISTING SITE &
20' PROTECTION PLAN
SCALE: 1" = 20'
~
G::
()
<:
f"'-.
~
~
L()
~
::::t:l:::: :::r::
w8So E
.w=> L() 0
D-z<(~", ~ ~
- (JJN 0 I") L
~OWlOI")OL
d~zl") I ~ ~
(JJ ---1 I") ~ ~ ..0
o. ,lOlOO
~zs~mmCLE
~ ~~
:::r:: ---1 U . - I") I") 0
0.... => 1<( ~ ~ ~
W U1 .~ D- ex) CO ~
U1 Z 0 :2: '--:' '--:' -+-'
aao<(:r::x~
J U L() ~ (L LL '-'
.
W
>
<(
c::lQ
c:::;)
c:::;)
C"-I
IX)
o
N
o
l{)
o
~
<{
z
(3
a:::
o
(/)
z
o
(/)
>
w '
O:::~Nn...tu)tcir'ocio)~
(L
0::::
a
U
W
>
<(
~lx o~ \\ \<0 \') \'J o~ lx~
"t><. 0\ ",'0 "t><.
+ "'~. ~()' ,,~; ,,~. "'~' ,,~. ,,~' +
+ + + + + + "lx'
+ + ~\
,,:'
VACANT LOT (Q
0)
NO IMPRO VEMEN TS 0)
C'\J
o~ '1-0 ')\ 'Jlx '1-~ 1-~ '1-f}, \0 ~') ""-~
,,~' "'~' ,,~' ,,~. " <-y ,,~. ",lx' '"
~~ ",':Y' "'~' ",lx,
+ + + + + + +
lx. + +
TBM 1 ltJ
ELEV,=74,17'
E
I 0
o 0
z => L() L
a <(~",~L
~ (JJN 0 I") ~
U WlOl") 0 0
=> Zl") I ~-g
0:::: ---1 I") ~ CL
tJ;<(~~~~~
Z ("\ LL -+-'
aLL ~~tR\
U :2: u- I") I") ~
<( I<(~~ (f)
~ ~ ~ (L CO CO ..0
---1 0 :2: '--:' '--:' ..0
WLL o<(:r:: x-3
(JJ a L() ~ (L LL .l:
11)0
wtOo
=>t"-..q-
1'00
. ~ 1'0 "-
(f)> 0
O::::<(<(..q-
w 0 ~
~ Z 0:::: "-
0-00
2<(--.J0
Lu....O
>- 0
~:r: ~o
--.J ~ 5 "-
<(=>~11)
=>o<(~
o(/)~"-
0::::0)
~<(N
Ow"-
1'0--.J1'0
u~
JOB NO,
DRAWN LRR
DESIGN JWB
SHEET NO.
C1
I
;r:
I RAINBOW DRIVE
. ~ 40' ASPHAL T PA VEMENT
;r:@-.. ....ST~ST-. ST-ST.~.ST_ST-----ST-ST.'---ST_. . S.T-ST_ST_ST
.~--.~-_._----.-----------._----.
~ I
~ . I . ~
r~-~-r-~-~---------~---------
I II
~ I
I ;r:
~ I
I ;r:
~ I
I/)
~
l~ I
11 ~
-1+1>---1-
~ I/)
~l
~st-SAN
~I
I~
~I
I~
~CI
<:>
I
1-1/)
ii
i1
p
1;; 51.,4
!::~ r~ 3.7'
~I rJ"- ,
I~ s15 ~ ~
~I"'Z~ I :l
I ~CI. '<:t: ~
=<:Q .,
~I ---~ I
I~ ~~ ~
~I ~ClI ~ 1
2;~ ..
il ~ l
~Ilr) h-AN
-+~ ~UL '---h ... UL
~ I I
I~ !i
~1 1
I! ~
~I 1
l~ ~ ~
I/) I I ~
l~ ~
II I
I-~ ~
I/)CI I/)
o
I
0>
.....
:
o
1
(()
ST -ST ~ST -ST -ST -ST -ST -ST -ST -ST
W-W-W-W -W-W-W-w-w-w_l
l-
I/)
I
275.3'
. PROPOSED "REtOCA TION 40F 4'.CO~C,. WAf.K
ST ~ST ~..ST ~ST -ST -ST '------'-ST '------'-ST '---Sf ~ST..~ ST _
. .<1
73.0.
=
=
DHW 74.0. . .
BOP 72.6
USTi ER
PAR ING REA
Ie)
c:)
C\j
l
;r:
I
;r:
I
;r:
I
;r:
I
;r:
I
CUSTOMER
PARKING AREA
81.0'
~
Cl
'"
C\j
\5'0-
. ,
~HANDICAPPED SIGN
SEE INDEX NO, 119
i
~
C)
~
C\j
,
<:)
:'J'
~
DUMPSTER
ENCLOSURE
Q) 9
-
---l ~O' '-"
c:>
~
C\j
~..f
'01
EMPLOYEE
PARKING AREA
CONC. WALK
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
225,7'
<14.
25,4'
6'; WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
BLACK BORDER
& LETTERS
WHITE BACKGROUND
;, '<1
. .
~
... .4,.
4
6" WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
BLACK BORDER
& LETTERS
WHITE BACKGROUND
FULL CUTOFF OPTIC
WALL PRISUM
LIGHT FIXTURE: TYP.
FULL CUTOFF OPTIC
WALL PRISUM
LIGHT FIXTURE TYP.
. .' <I
.4 2,90BSF ..
PRQPOSED 44
OWTDOOf? S[ORAGE
oN 9~C. $LAIiJ.
. .
TRAFFIC WHITE
ALL LmERS
1" SERIES "c"
.
. .<1
.4." . .'d .
~ i:;J .
6,000 SF
PROPOSED
SHOWROOM / WAREHOUSE
.4
.1-'..,
.
.
<I
120,0'
<I
.
4 40:2'
.. .
, I
18;9'
'.." ',d
.~
o
N
TOTAL BUILDING
BUILDING CODE SUMMARY
BUILDING DATA
PROPOSED
REQUIREMENT
BUILDING DATA
OCCUPANCY
CLASSIFICA TlON
DISTANCE TO
SEPERA TlON lINE/
OPEN SPACE
F ACTORY'-INDUSTRIAL
GROUP F1
N/A
WALL FIRE
RATING ~.
,. . 'l
CONSTRUCTION TYPE
N/A
VI B
NORTH
> 30'
.;A~
GROSS. nOOR
AREA (sf)
> 5'
6000
8500
SOUTH
EAST
> 5'
NUMBER OF STORIIES
2 MAX
WEST
> 30'
BUILDING HIEGHT
18'-9"
<55'
: ~
__ 4" 4' 4".4" 6" 6"
, '"
B AZILlAN
EPPER
.6'
SEE SHEET C'-5
FOR FENCE
ENCLOSURE DETAIL
274.7'
9",9',4"
BRAZIL
PEPPER
1'-0" .
t
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUM
r"z.oooo
PARKING BY
DISABLED
PERMIT
ONLY
EDGE OF
DETECTABLE
WARNING
to
s2.0000
$255 FINE
F.S. 318.18
0> Z -....J
~ I
(f) 0
;, ,.' ," .:;, .... ,". ~. I
it' ".:' . : ::;.....:. ': : .~.
;, ~.<.~.. .: .~:~:...::.-.. .. .:' ~
2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
I ~. ;,......," .).... .',"::
if.....-. ': ::lb' ....-. ': ::
If 4. .'-.~..'-.~.
it ',. " :_.'.;' ',.. :'.
it ',. ".. : '.r" '- .
1.6" MIN,
2.4" MAX.
5'-0"
12'-0"
5'-0"
8"X2' -6" CONCRETE MASS.
FINISH TOP OF MASS LEVEL
tv WITH A SLIGHT RAISED WASH
I APPROXIMATELY 1 /2" ABOVE
0> LEVEL OF TURF/SOD.
17'-0"
NOTE:
All pavement markings to be thermoplastic,
HANDICAPPED STALL DETAIL
CLEARWATER INDEX No. 118
Rev. 5/99
N.T.S.
o
0>
~
. ,1 ,
i
8"
t
TYPICAL HANDICAPPED SIGN DETAIL
CLEARWATER INDEX No. 119
Rev. 12/99
N.T,S,
FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSPECTOR. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
1,6" MIN.
2.4" MAX,
o
o
o
o
o
o
LEGEND:
@J = FIRE HYDRANT
[Q)
PROPOSED
EXTERIOR. WALL
FIRE RATING
/ % OPENINGS
N/C. 75% U,P, OPNGS.
N/C. 9.9% U,P, OPNGS,
N/C, 9,9% U,P, OPNGS,
N/C, 25% U.P. OPNGS,
= TYPICAL
GAS
= DRAINAGE CONTROL STRUCTURE
= GAS LINE
TYP.
SVT
SB
LI
= SIGHT VISIBILITY TRIANGLE
= SETBACK
= LANDSCAPED ISLAND
..... TREE TO BE REMOVED
= WATER METER
= WATER VALVE
UL
= OVERHEAD UTILITY LINE
= WA TER LINE
= STORM SEWER LINE
= SANITARY SEWER LINE
-IV~W-
ST
x
CID
~
-- SAN
= 6" CAST-IN-PLACE CURB
NOT HATCHED
C)
c:)
I'<)
-
~
@
@
= UTILITY POLE
= DRAINAGE MANHOLE
= SANITARY SEWER MANHOLE
:}}}~~:~:~:}}}}~:})/:}~:
: ~:~~::: ~ ~ ~~ :Ii~:::: ;:::: ~:: !:::: ~~:::; ~:;~ ~:::::: :~::~:
= 6" TYPICAL EXTRUDED CURB
= PARKING. LOT INTERIOR
LANDSCAPED AREA
~ = BACKFLOW PREVENTER
&- METER
SITE DA TA TABLES
DATA
LAND AREA IN S, F:
LAND AREA IN ACRES
IMPERMEABLE SURFACE AREA IN ACRES
NUMBER OF DWELLING UNITS
GROSS FLOOR AREA BY USE 8,008 TOTAL
PROPOSED
REGULAR PARKING SPACES, DG 2-703
HANDIGAPED PARKING SPACES
TOTAL PAVED AREA IN SF.
TOTAL PA VED VlHICULAR USE AREA IN S.F:
TOTAL INTERIOR LANDSCAPE AREA REQUIRED
PERCENTAGE OF THE PA VED VlHICULAR AREA
RECORDED UTILITY EASEMENT
BUILDING HEIGHT
IMPERMEABLE SURFACE RA TlO
FLOOR AREA RA TIO
N A
3,850 S.F:
2,150 S.F:
2,008 S. F:
22
1
14,548
12,844
1,287
35,9%
NONE
18 -9
.63
,22
SHOWROOM
WAREHOUSE
OUTSIDE STORAGE
Tie beam with
1-#5 rebar continuous
12'
clearance min.
REQUIRED
N A
REQUIREMENT
EXTERIOR WALL
FIRE RATING
/ % OPENINGS
N/R, NO LIMIT.
1 HR.<10% U.P, OPNGS,
1 HR,<10% U,P. OPNGS.
N/R. NO LIMIT.
SEE FBC
TABLE 704,8
TABLE 602
SEE PARKING DEMAND STUD Y
1
10% VUA =
NONE
25 MAX
,95 MAX
,55 MAX
swing gate (typ,)
Gr e
""
~ ~
~ ~--~---~-r-~-~-~-~-t-------~- ....r~-~~1... s
~ TRUNCA TED DOMES,
TYPICAL WHERE SHOWN ~
~ j
ST.- ST - ST '---ST '--- ST
0F"4J eONC~ WA~K <I .. ~ SAN ...:..-.....- SAN. ---'-- SAN -SAN - SAN. ... . s
20'
~
I/)
I
~
I/)
I
~
I/)
I
z
~
I
~
I/)
I
~
-'''--+...~-~
~
I/)
17" I
PALMETT~. ..... ... . ~
25.2'. .,
~
I
~
I
z
~
I
~
I/)
I
~
VI
I
~
I/)
I
~
I/)
I
~
VI
I
~
I/)
6'
1-#5 at 4' center
color chip #3
ON RAMPS THAT ARE PERPENDICULAR WITH THE
CURB LINE, THE DOME PATTERN SHALL BE IN-LINE
WITH THE DIRECTION OF TRAVEL. ON RAMPS
INTERSECTING CURBS ON A RADIUS, THE DOME
PATTERN SHALL BE IN-LINE WITH THE DIRECTION
OF TRAVEL TO THE EXTENT PRACTICAL.
rade
8"x 16" concrete footing
w/ 2- #5 rebar (typ.)
3000 p.s.i. concrete slab with
fiber mesh reinforcing -
monolithic, min 6" thickness,
6"x6"/ 10x10 W.W.F.
swing gate (typ.)
ELEVA TION
o
14'-8"
II I=m:': ::: ml II
-'II. ..:1 i,...~ II~
~'.I I~'
'.; L..J '.;
. f
0,9" MIN.
1.4000 MAX.
INTEGRAL DOME
0.2000 :t 0,02" 1,-
TRUNCA TED DOME
6" dia, Steel bollards
cone. Filled (typ)
..0
o
Vi
U
c:
o
()
;,..
..........ot
.....1
IV
a.L.
o IV
U)a.
r
10'-8"
o
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF
50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER.
TRUNCA TED DOME
12'
clearance tnin,
to
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE
WARNING SURFACES THAT EXTEND THE FULL WIDTH OF
THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES
(610 MM) FROM THE BACK OF CURB,
00
4'
Min,
L
o
o
~
drop pin hole
(typ.)
PLAN
DUMPSTER ENCLOSURE SINGLE
CLEARWA TER INDEX No. 702
Rev, 8/16/04
N.T,S.
I
0'
BASE- TO-BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES.
PLAN VIEW
CURB RAMP DETECTABLE WARNING DETAIL
I
10'
I
20'
1,284
PROPOSED
SI TE PLAN
SCALE: 1" = 20'
~
((
()
<:
I"-
~
...-
L.()
~ <(
::tt::: I
w8So E
.W=> L.() 0
D-Z<(~I"-"'- 0
~083N08 t:
--.J Z Z c.o I") r-" ~
WW_n I 0
OJ --.J I") ...- ...0
r-:-
0. .c.oc.o 0
~Z 5 LZ m m 0..
~ .,--....,--.... E
I --.J U ~ I") I") -2
D-=> I <(r- r- @
W (f) ~ D- CD CD
(f) Z 0 2 '-:' "-" +-'
OOO<(IX~
J U L.() ~ D- LL '-'
.
W
>
~
~
r
~
~
;,;.
to
o
N
o
l!)
o
,:j
<(
Z
(3
~
o
w
Z
o
N
o
Z
Ow
<(a..
0<(
..J:c
w(f)
>
00
~Z
wO
0:: a..
(f)tOCO
Zoo
0.....:,.,-)
-NN
(f), ,
>11!l!)
WOO .
n:::.....:N,.,-)~tritci"a:iol~
.
W
D- >
0::: <(
o E
U I 0
o 0
Z => L
o <(~~r-L
~ OJNOn~
U Wc.o I") 0 0
=> Z I") I r-...o
0::: --.J I") 0
~ U; r- 0..
(f)<(~~m g; g
Zn LL .. +-'
o LL ,--....,--.... @
U2 U ~I") I") .
<( I <( r- r- (f)
~ ~ ~ D- CD CD ...0
--.J 0 2 '-:' "-" ...0
WLLO<(Ix-3
OJ 0 L.() ~ D- LL -.C
LOa
WtOo
::>"'~
z~-2
V1 w "-
0::><(0
W<(O:!
~zo::"-
0-00
2<(--10
2LLO
>- 0
I-I ~o
--1 I- 0:: "-
<(. => W L{)
01-
=> <( ~
aV1~,,-
~o::~
O~,,-
r<)--11'0
u~
JOB NO.
DRAWN LRR
DESIGN JWB
SHEET NO,
C2
ltJ
=:J
<f--
~~
~
~~
"'C
=<0..
__f--
-J
~~
0)
"'C
~~
=:J
C)
lr)
()<1
,,'). ()\
FjAINBOW DRIVE ~
')~ ~O' ASPHAL T PA VEMENT ,,'),,~
. . +~~
l~~.3' <1\ ').
,,'
o
" HH
:I lit.
,,()
" lit.
DHW 74.0
~')"
~()
I bt
:lilt.
+
~'j"
bt.
+
,,()
+
DHW 74.0
GG
C.O.
73.0
. 73.()
')"
" lit.
+,
.."1(
+"IIt;
CREST-75.0
. /I .
11111111I1111I111I1111I11I111I111I111I1111I11I11I111I11I11111I1
BOP 72.0
BOP.72J).:
DO
)
I
~
lit
.1
-
I'
eel
~IIII
\')
1II111111111111111111111111111111111111111111~tri1IDn
I!!ii
I!!ii
I!!ii
I!!ii
I!!ii
I!!ii
I!!ii
I!!ii
I!!ii
~
~
..;v ~
~.. I
~
W. S
~
~
~
~
I 1
;;Ii
I!!ii
;;Ii
;;Ii
;;Ii
~
~
I!!ii
~
~<1
1'),,' ~bt
\
,,')'
~
,,'),,'
')<1
lit.
,,')
" tx.
+
o
~
~
,..
~
,
()ry y
11I11I111111I11I111I11 111II~dtitilllllllll IIIIIIIIIIIIIIIIIUIII 1111I1111I1111I111111I IIIIIII~~\
+
1
rytOOF RIDGE ')<1 th I~
+ "ry,V ;,\ry'
+ +
I
<1
1tx-
+
I
~
"ry
+
,..90..
~
U'
'0
-
-
I
Cl i JJ
=
~ i
~
t2 ~
~
,
u
,
" \
0" .....
~
II'
, ~~
I _
. i
Ii
I ~()
55 "ry'
i+
I
bt')"
"ry'
+
'lD
i
KI
,
/
1
"ry'
+
C)
d
I"<)
'-
()ry
+
s
R
.<>-
~\ :)
" . tx~ ~"
, " "tx.
#
I
, /i1
r
FIN. FL.
76.0
~
~
~ 1
')ry
~ ~,
4-v^'--<{
I
C)
If)C) C'\j
~~ C) I'-...
1'-...1'-... ;:2 Q
QJ:s: ()
2~ QJ
~,
----<r-
---- -<r---
-<>- --
-
-
-
-
-
-
-
-
J-
~~ ~
tx. ~
~. <1
,,'
\~ + ~+
\~ ')" 'J
"ry' 'J~' ,,?J' ,,~' l'
+
+ +,,~'
c
F E
~')" 0
H
I 1It<1
IIttx
~.
')\
+
+
+
~()
+ "ry'
~~
+"~'
?J')
:I~'
+
C-.. ')()
,,'J'
+
\"
,,~'
+
274,7'
A TYPE "c" GRA TE INLET
TOP= 75. 8, BOTTOM= 72. 91
PIPE /NV= 73, 41
K 12" HORIZONTAL PIPE x16' 1265
HIGH INV=72.46, LOW INV=72,36
L TYPE "c" GRA TE INLET
TOP= 74. 5, BOTTOM=72.06
PIPE INV=72,36
M 12" HORIZONTAL PIPE x41' 1265
HIGH INV= 72.36, LOW INV= 72.15
N TYPE "c" GRA TE INLET
TOP= 74. 5, BOTTOM=71,85
PIPE INV=72. 15
o 18X12" ELlPTICAL CONCRETE PIPE x26'
HIGH INV=72; 15, LOW INV=72.00
P TYPE "c" GRA TE INLET
TOP= 75. 8, BOTTOM=72,91
PIPE INV=73.41
PRlpPERTY=35740 sf @ 0.20 = INITIAL CA=7148 sf
BUIILDING=6000 sf @ 0.95 = 5700 sf
I .
I
PO~D & PIPE= 7,409 sf @ 1,0= 7,409 sf
WA~KWAYS ANDPADS= 3241 sf @ 0,95=3079 sf
PAYING AND CURBS=13315 sf @ 0,95=12649 sf
GREEN=5981 sf @ 0,20=1196 sf
CAI DEVELOPED=30033
~ <DA=22885
i @ 1 hr= 3.7 in/hr=0.308 ft/HR
STbRAGE REQUIRED=~ CA(i)=2Z885(0.308)=7049 cf
STpRAGE PROVIDEDED=POND
i =7254 cf
P~V=(1/2")1'/12"(35740 sf)=1489 cf
ELEVpov=72.54'=ELEVbot of orifice; ELEVdhw=74,O'
Hdrifice=1.33' (TO CENTERLINE) ELclorifice=72.67
Q~axollowout=(0.308ft/hr)(,2)(35740 sf)=2201 cf/hr = 0.61 cfs
Q~axou t=Qorifice+Qfil ter
Qrl,ax,outfor17'offilter = 235 cf/hr =0,065 cfs
Qrhaxout fororifice= Qm axal owou t - Qm axou t for1 7' offil ter =
d.61 cfs-0.065 cfs= 0.545 cfs
I
Q~rifice=Co Ao (2gH)5, Co =0.61; H=1.33'
A ,.1= Qorific. e =0.0965sf =13,89s1
no; Co(2gH)"5
AoI provlded=4 5/8"X3"=13,875 sl =,0964 sf
8 8" HORIZONTAL PIPE x52' 0840
HIGH INV= 73.41, LOW INV= 73,15
C 6" D,S. ADAPTER 0664AA
6" VERTICAL PIPE x FIT 0651
8" MUL TlPLE TEE 0844AA
INV= 73.15
o 8" HORIZONTAL PIPE x37' 0840
HIGH INV=73.15, LOW INV= 72.96
E 8x10 REDUCING COUPLER 1018AA
F 6" 0.5, ADAPTER 0664AA
6" VERTICAL PIPE X FIT 0651
10i' MUL TlPLE TEE 1044AA
INV= 72. 96
G 10" HORIZONTAL PIPE x45' 1051
HIGH INV=72,96, LOW INV=72.73
a 8" HORIZONTAL PIPE x46' 0840
HIGH INV=73.58, LOW INV=73,35
R 6" D,S. ADAPTER 0664AA
6" VERTICAL PIPE x FIT 0651
8" MUL TIPLE TEE 0844AA
INV= 73,35
0664AA
0651
1044AA
H 6" D,S, ADAPTER
6" VERTICAL PIPE x FIT
10" MUL TlPLE TEE
INV= 72.73
I 10" HORIZONTAL PIPE x55' 1051
HIGH INV= 72.73, LOW INV= 72A6
S 8" HORIZONTAL PIPE x34' 0840
HIGH INV=73,35, LOW INV=73.17
J TYPE "c" GRA TEINLET
TOP=75, 0, BOTTOM=72,16
PIPE INV= 72.46
T 6" D,S, ADAPTER
6" VERTICAL PIPE x FIT
8" BLIND TEE
INV= 72,39
0664AA
0651
0841AA
FOR REViEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSPECTOR. THfN MUST BE MARKED H APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
~
1
Q
p
I
\
8 I()
1
+
,,~'
+
U 8" HORIZON Tl1L. PIPE x48' 0840
HIGH INV=72, 9, LOW INV=73.17
1818504
180650
1802508
V 18x18" DRAIN BASIN
THREE 18x18' EXTENSIONS
GRA TE
INV= 73,17
W 10" HORIZONT.rA. L. PIPE. .X36' . . 1065
HIGH INV=73. 7, LOW INV=72,83
X TYPE "c" GR TE INLET
TOP= 74. 5, BI TTOM=72.53
PIPE INV= 72. 3
Y 10" HORIZON AL PIPE x50' 1065
HIGH INV=73.08, LOW INV=72.83
Z TYPE "c" GR TE INLET
TOP= 74,5, B TTOM= 72, 78
PIPE INV=73,08
AA 12" HORIZONTAL PIPE x59' 1265
HIGH INV=73.08, LOW INV=72.11
88 TYPE "c" GRA TE INLET
TOP=74,5, BhTTOM=71.81
PIPE INV=72f1,
I
CC 18X12" ELlP7r,/CAL CONCRETE PIPE x11'
HIGH INV=72111, LOW INV=72.00
00 CONSTRU. cr1'7 LF OF UNDERDRAIN
FIL TER PER o/ETAIL
EE 6" SCHEDULB 40 PVC TIGHT LINE x7'
INV= 70, 0
'J
" lit.
?J~
" lit.
+
\
I
tx+
\
,,~'
~ry
,,~.
"
" lit'
+
'),,~
" lit.
+
\
:I tx.
+
IItry
" tx.
+
;'\+
'j"
"lit.
~\
,,').
+
~~
,,').
+
,,<1
" tx.
+
.
C)
~
'-
,,\+
" tx.
~<1 1
;'\1It.~~ :I1It~
~. +
"lit
" tx.
FF TYPE "c" CONTROL STRUCTURE
SEE DETAIL
GG 18X12" ELlPTlCAL CONCRETE PIPE x18'
HIGH INV=70,O, LOW INV=69.6
HH TYE ELlP TICAL CONCRETE PIPE IN TO
EXISTING INLET PER CITY OF CLEARWA TER
STANDARDS'
1/ 8" HORIZONTAL PIPE x47'
HIGH INV=72,O, LOW INV=72,O
JJ 8" HORIZONTAL PIPE x48'
HIGH INV=]2,O, LOW INV= 72. 0
III
0' 10'
DRAINAGE STRUCTURES
SCALE: 1" = 10'
"
~ w
-- >
~ <{
:::tt::: I
w8S0 E
.W=> L.() 0
0... Z <( ..q- " -- ~
1-08]N06 t
cJ~Z~7--~
CO ~n -- __..0
("F"\ <.D.. 0
\..J .' <.D
5i Z 5 c2 ()) ()) 0...
1-. ~~ E
I~U -nnO
0... => I <( -- r-:-@+-'
w(j) ..q- 0... CO oJ
(j) Z 0 :2 '---:' '---/ +-'
OOO<(IX~
J U L.() I- 0... LL . --.
~
~
(!fA
fiA
~
~
00
o
N
o
I!)
o
..J
<{
z
a
0::
o
w
a..
<{
J:
(I)
o
z
o
a..
(f) ex)
Z 0
o t')
(f) N
> ~
~"":Nn~lli(()r--:ccioi~
~
,,~.
+
0...
0:::
o
U
.
W
>
<(
E
I 0
o 0
Z => L.() L
o <( ..q- " __ L
I- CONOn~
o W<.anOO
=> Zn.---g
0::: ~ n 1- 0...
tn<(s:~~~~
Z n LL +-'
o LL ~~ @
U:2 U ~ n n
<( , <( -- -- (j)
I- I- ~ 0... CO co..o
---3 0 :2 '---:' '---/ ..0
WLLO<(Ix-3
CO 0 L.() I- 0... LL ...c
~
((
()
:<
tOo
wlOO
=>~..q-
z~~.
U1W
Ck:><(o
w<(o:!
3z~~
0-00
2<(.....JO
2lL.0
>- 0
rI "'0
:J r- Ck: ~
<(:::>~L()
=>O<(~
aU13~
0::01
~<(N
OW~
1'0.....J1'0
U~
JOB NO.
DRAWN LRR
DESIGN JWB
SHEET NO.
C3
TYPE "C" CONTROL STRUCTURE.
4" THICK BLANKET OF 3/4" -$ TOR_74 5
TO 2" CRUSHED STONE
FfL TER GRADA TION CHART
U.S. STANDARD PERCENT nNER
3/4" 100
3/8" 90-100
14 ' 77-96
110 60-87
120 26-69
140 9-43
150 7-27
1100 5-7
CREA TE BLEEDDOWN DEVICE
FROM 6" SCHEDULE 40. U. V,
RESISTANT PVC COMPONENTS
USE DOWNTURNED ELL AS
SKIMMER AND CUT 3"HIGH
x 4 S/8" WIDE HOLE IN CAP
WITH BOTTOM EDGE OF HOLE
AT ELEVA TlON 72.S4'
~ n~W.74 O.OVERFLOW
FILTER MEDIA, SEE FILTER
GRADATION CHART
UNDERDRAIN FILTER SCHEMATIC
SCALE: 3/4"=1'-0"
CONTROL STUCTURESCHEMA TIC
SCALE: 3/4"=1'-0"
INSTALL NEW 4' WIDE BY
4" THICK CONCRETE SIDEWALK
PER CITY OF CLEARWATER
RULES AND STANDARDS
CREA TE BLEEDDOWN DEVICE
FROM 8" SCHEDULE 40. U.V,
RESISTANT PVC COMPONENTS
USE DOWNTURNED ELL AS
SKIMMER AND CUT 3"HIGH
x 4 S/8" WIDE HOLE IN CAP
WITH BOTTOM EDGE OF HOLE
AT ELEVATION 72.S4'
TYPE "C" CONTROL STRUCTURE.
.<}
i
4" THICK: BLANKET OF 3/4" ~ TOR.74 5
TO 2" CIRUSHED STONE
-$ nHW_74 o.OVERFLOW
,.<~,::::>.:::::::...,..,'.:,~~",..,:.::""....,.'.'".
liL
II
l
.' .~
.'
/"
./':~..,//'.:'
........ ........
~~~~~>:~
<<"0<,<<~y:</::"",/""":.
YAY~Y>>>>>>' ,.,,/....
<<~/~/~,0><<~~,.....':,>.,',.."'::
'0~~~~"S/~
.<}
EXISTING BASIN
72.54 c11-
PAV
-$ PAV.7? 54
EXISTING SOIL
OUTFALL PIPE.
EXISTING OUTLET INVERT
12x18 ELlPTICAL RCP
TYPICAL POND SECTION SCHEMATIC
SCALE: 3/4"=1'-0"
TIE IN TO EXISTING SCHEMATIC
SCALE: 3/4"=1'-0"
CONTROL STUCTURE SCHEMATIC
SCALE: 3/4"=1'-0"
PRE-CAST CONCRETE WHEEL STOP
ALL PAVING IS 12" STABILIZED SUBGRAOE
WITH 6" CRUSHED CONCRETE BASE AND
1 1/2" TYPE S-l ASPHALllC CONCRETE
SURFACE.
3'-4"
I
~ r ·
~ co
. 2
IOn 2 /4"
~:; 2'-0"
~ ~ 4'l-S" ~
Vi ~ S" n s"
. I.
-0
~IL. .
0"8 co
z::I
; )( .
~ ~ {lc: :EQ)_
- ~ ::I-a::
~ 'gin $I.s 3/~' 3'-4". 5 3/4"
:> - VI .f I 2' -0" 'I' Y...---- Painted Ste~1
. ~ Frame ReqUired
r GrateJ 0- 1 1"N
2" CI. 1" Eye Bolt
, See Index 201
t .~
. -f ----.
co
4. All el<posed comers and edges of concrete are to be chomfered
4 Sided beoring
10
~
...
.r.
VI
2' 4" HEAVY DUTY
- GRATE
2 l/S" 2" t-1.1i ~ 2"
I -H"~" I 12- 1/2"
~':1:11 ~
J/4"!
~I L~1/2"
1 1/21~-fl1"~~111/2"
TYPE C
Approx, Weight 235 Lbs.
GENERAL NOTES
1. Inlets subject to minimal debris should be constructed without slots. Where debris is 0
problem Inlets should be constructed with slots. Slotted Inlets locoted within roodwoy
clear lones ond in oreos accessible to pedestrians shall hove troversoble slots. The
troverSQble slot modification is not adoptable to .Inlet Type H. Slots may be constructed
ot either ar both ends os shown on plans.
.
5
N
6x18 CAST-IN-PLACE UPRIGHT
CURB
o
z
PLAN
FIRESTONE 4S mill EPDM RUBBER
POND LINER INSTALLED PER MAN-
UFACTURER'S INSTRUCTIONS.
TOR..745 $-
2. Steel I,Jrates ore to be used on 011 inlets where bicycle troffic Is on ticlpated. Steel grates
are to be used on 011 Inlets with troversoble slots, Either cost iron or steel grates may be
used on Inlets without slots where bicycle traffic Is not anticipated. Either cast iron or
steel grotes moy be used on 011 Inlets with non-traversable slots. Subject to the selection
described obove, when Alternote G grate Is specified In the pions. either the steel grate.
hot dipped golvonlzed after fabrication, or the cast Iron grote moy be used, unless the
plans stipulote the portlcular type.
3. Recommended moxlmum pipe sizes shown ore for concrete pipe. Pipe sizes larger than
those recommended must be checked for fit.
5. For supplementary details see Index No. 201.
V--<i of GRATE
~ 11/2.~~
~L · \-1 I.~r
HALF SECTION CAST IRON GRATES
/14 Bars 0
12" Ctrs.
SECTION
TYPE C
Recommended Moximum Pipe Size:
2'-0" Woll-1S" Pipe
3'-1" Woll-24" Pipe
CAST IRON GRA TE
INLET
POND EDGE AT PARKING
SCALE: 3/4"=1'-0"
TYPE /JC/J GRA TE INLET
SEE F.D.o. T. INDEX NO. 232
NO T TO SCALE
DRAINAGE STRUCTURE DETAILS
SCALE: AS NOTED
FOR REVIEW AND PERMIT, NOT FOR CONSTRUCTlON UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSPECTOR. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTlON" BY THE ENGINEER.
I"-
~ W
...- >
~ <{
:::ij::; I
0:::: c
WWG c
.W:J L.() 0
CL Z <{ ~ I"- ...- ~
r-- G Wrn N 0 nO. t::
<.0 1'0 .. .
.-JZZn ...- ~
WW.-Jn I I 0
rn ...- ...- ..0
G. .<.0<.0 0
~ Zs c2 ()) ()) O-E
r-- ,.---..;.. ,.---..;..
I.-JU _1'01'00
D-:J I <{ ...- r-"@-+-'
w(j) ~D- co co
(j) Z 0 ~ ---: "-: -+-'
OOO<{IxQ)
-:> U L() r-- D- .LL ~
~
~
~
er"1
{:i
.,.
IX)
o
N
o
1O
o
.:.;
<(
z
(3
1E
o
W
Q.
<
J:
(f)
o
z
(f) 0
Z Q.
o ~
(f) r<i
- ~
> ui
W 0 .
n:::"':N"';~uiu:i"ocIol~
CL
0::::
o
U
,
W
>
<{
E
I 0
G 0
Z :J L.() L
o <{ ..q- I"- ...- ~
r-- rnNOn~
U W<.OnOO
:J Z 1'0 ...-..0
0:::: .-J 1'0 I I 0
...- ...- 0-
r-- <.0 <.0 E
(j) <{ ~ ~ ()) ()) 0
Z n LL -+-'
o LL. ,.---..;.. ,.---..;.. @
U ~ U - 1'0 1'0
<{ I <( ...- ...- (f)
r-- r-- -.;::J- CL co co ..0
.-J 0 :2 "-: '-../ ..0
WLLO<(Ix-8
OJ 0 L.() r-- CL LL ..c
LC10
wlOo
:::::>('..-..:t
zt'00
wt'0~
~><{o
w<(o::
~zO:::~
0-00
2<(---10
2LL 0
>- 0
~:r: ~o
:J ~ 0::: ~
<(:::::>~L[)
:::::>O<(~
a(f)~~
0:::01
~<(N
ow~
t'0-1t'0
u~
JOB NO.
DRAWN LRR
DESIGN JWB
SHEET NO.
C4
SPREAD
FERTILIZER TABLETS AS
SPECIFIED, PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
~
(j
Q.'<:(
o
CJ'
0'
3" MULCH lAYER
HEIGHT
MULCH 3" FROM STEMS
EXISTING UNDISTURBED SOil
3 TO 5 TIMES WIDTH
OF ROOTBAlL
SHRUB & GROUNDCOVER PLANTING DETAIL
ClEARWA TER INDEX No. 905
Rev, 7/15/99
N.T,S.
PLANT SPACING DETAIL
ClEARWA TER INDEX No, 903 (NO-OFFSET)
Rev. 8/05/05
N.T,S,
SPREAD
NOTES:
1. All WOOD SHAll BE SPRUCE OR PINE-NOT PRESSURE
TREATED.
2. CROSS TIES SHAll NOT CROSS OVER WOODY ROOTS,
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND
TRUNK,
4. REMOVE All STRAPS, ROPES, WIRE, &/OR STRINGS
USED TO LIFT THE ROOTBAll.
5. REMOVE All BURLAP &/OR WIRE FROM THE TOP OF
THE ROOT BALl.
6, TOP OF ROOTBAll TOSE SET lEVEL WITH
SURROUNDING FINISH GRADE,
HEIGHT
MULCH 3" FROM TRUNK
MULCH 3" DEPTH
2"X2"X4' STAKE
TilLED AND
LOOSENED NATIVE
SOIL BACKFill
WA TER RING (6" WIDTH & HEIGHT)
PROVIDING A WATER COllECTION
BASIN
2"X2"X4' CROSS MEMBER
2"X2"X4'
CROSS MEMBER
ROOTBALL
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
2"X2"X4' STAKE
3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
2-2.5"
DRYWALL SCREWS
TREE PLANTING DETAIL
CLEARWA TER INDEX No, 908
Rev. 8/16/06
N.T.S.
NOTES:
1. INSPECT AND -REPAIR FENCE AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED. SEDIMENT SHALL BE DEPOSITED TO AN AREA
THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND
CAN BE PERMANENTLY STABILIZED.
3. SilT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY, PONDING HT,
7 FilTER FABRIC
flOW STEEL OR . ATTACH SECURELY
~ WOOD POST TO UPSTREAM
36" HIGH MAX. SIDE OF POST
RUNOFF
9" MAX,
(RECOMMENDED)
STORAGE HT,
T
EXTRA STRENGTH FilTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
PONDING HT,
STEEL. OR
WOOD POST
fLOW
~
RUNOFF
10' MAX. SPACING WITH
WIRE SUPPORT FENCE
6' MAX SPACING WITHOUT
WIRE SUPPORT FENCE
12" MIN,
fLOW
~
T
12" MIN.
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
ALTERNATE DETAIL
TRENCH WITH GRAVEL
INSTALLING A FILTER FABRIC SILT FENCE
CLEARWATER INDEX No. 607
Date 07/02
N.T.S.
FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY ll-lE BUILDING OFFICIAL AND SPECIAL INSPECTOR. THEN MUST BE MARKED "APPROVED FOR CONlSTRUCTlON" BY THE ENGINEER,
16" SPLIT FACE MASONRY COLUMN
AND CAP 7'-8 3/4" O,C, MAX
(COLOR CHIP 3)
MASTER HALCO 8' ESTATE FENCE
STYLE A (BLACK FINISH)
3"
ALL SHRUBS/GROUNDCOVER TO BE
TRIANGULAR SPACING.
SEE PLANT LIST FOR O.C. SPACING.
OPAQUE SCREENING FABRIC (BEIGE)
8'
1/2 O.C, SPACING
MIN, SETBACK FOR
SHRUBS & GRQUNDCOVERS
. .. .
.. .' ,"
'.
.' .
..
. . .,'
.' .
BACK OF CURB / BED LINE
. ..'
,',. " .
.. ',. "
.... :
'.
.' .
..... :
. ' .'
"
", . ....
.' .
", . ....
., .
{
{
7'-8 3/4" O,C. MAX
STORAGE FENCE ENCLOSURE DETAIL
N.T.S.
6'
OP AQUE SCREENING FABRIC (BEIGE)
MASTER HALCO ESTATE FENCE &
POST, STYLE A (BLACK FINISH)
HARDWOODS
DRIP LINE
{
{
,(
5'-10 1/4"
5'-10 1/4"
EQUIPMENT FENCE' ENCLOSURE DETAIL
N,T,S.
Binding Wire
or Twine
;-;" x 2" Stake
Staked and Entrenched
. . 50 Ib (approx,) Straw Bale
ompacted Soil to
\1 (Prevent Piping
ediment Laden
. Runoff
1. Excavate the Trench
2. Place and Stake Straw Bales
Angle First Stake
Toward Previously
Laid Bale
2/3 OF DRIP LINE
-
z
~
n
UPRIGHT
HORIZONTAL
'-
z
~
&e
~\o\.'(\
Bales Must Be Tightly
Abutting With No Gaps
~
..-
SPECIFICA TIONS ...;. WOOD BARRIER
1. MINIMUM RADIUS TO BE. PROTECTED:
A. HARDWOODS - 2/3 DRIPLlNE
B. CONIFERS & SABAl PALMS - ENTIRE DRIPLlNE.
2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER.
3, HORIZONTALS - NO LESS THAN 1" X 4" LUMBER.
4, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
TREES AND PALMS, AND INSPECTED BY CITY . .
REPRESENTATIVE BEFORE CONSTRUCTION BEGINS.
5,UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH
WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3
FEET ABOVE GROUND.
6. BARRIERS TO REMAIN IN PLACE UNTil ALL PAVING,
CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA.
3, Backfill and Compact the
Excavated Soil
TREE BARRICADES
CLEARWATER INDEX No. 909, SH, 1 of 1
Rev, 4/09/03
N.T,S.
TEMPORARY STRAWBALE SEDIMENT BARRIER
CLEARWATER INDEX No. 612
Date 07/02
N.T.S,
SITE DETAILS
SCALE: N. T.S,
i'-
~ W
r- >
~ <(
:::tk I
0::: C) E
W W ----. 0
.W-' L()
(LZ <(~ i'- r- ~
f-C)8]N08t
-.lZ <.On r- ~
wwZn I 0
OJ -.I n r- r- ...0
C) . .<.OlD 0
~Z5~mmECL
f- ,--..., ,--...,
I-.lU.~nnO
(L ~ I <( r- r-@+-'
W (J) ~ (L CD CD
(J) Z 0 :2 '-:' '-:' +-'
o 00 <( I X Q)
"JU L()f- (L LL Q,
co
~
~
C"J
0:>
o
~
~
IX)
o
N
o
lO
o
.:.i
<(
z
<3
a:::
o
tf)
z
o
tf)
>
w .
n::"":N,..-j..tLritO"":criO)~
(L
0:::
o
U
.
w
>
<(
E
I 0
C) ()
Z ~ L
o <(~~r-~
f- OJN08o
U w (() n ...0
~ Zn I r- 0
0::: -.In r- CL
tn<(3i~~~~
Z II LL +-'
o LL ,--..., ,--..., @
u:2U ~nn
<( I <( r- r- (f)
f- f- ~ (L CD CD ...0
-.I 0 :2 '-:' '-:' -g
WLLO<(IX+-,
OJ 0 L() f- (L LL ...c
LOa
wlOO
::>f'..~
f'I10
Z f'I1 ~
UlW
0::><(0
W<(O:::
3zo::~
O~OO
2<(-.J0
21..1-0
>- 0
I--I ~O
-.J I-- 0:: ~
<(::>~L[)
::>O<(~
aUl3~
0::(1)
~<(N
Ow~
f'I1-.Jf'I1
u~
JOB NO.
DRAWN LRR
DESIGN JWB
SHEET NO,
C5
ltJ
~
tsh
:s:~
~
~.~
"<::C
<:Q
__h
--'
~~ a
-< ~ 0
"<::C ~
2;.~
~
C)
lr)
RAINBOW DRIVE
40' ASPHAL T PA VEMENT
275.3'
<:J
LI
~
.<J
LI
<J
d
<J LI
<J
<J
LI
<J
<J LI
LI
LI
d
<I
LI
Ll
<J
d
<J
LI
<J
.. . .. .. .. .. .. .. .. .. .. .. .. .. ................................. .. ~ ............. .. .. .. .. .. .. ........~ .. ~ .. ...~ .. .. .~.............~............~
.. +'24.0.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - .. T .. ... .. t .. ... . l' .. '*'.. .......................................... .tJI;-tW. 74.1]" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... ~_~.......................... .. .. ...........+ .. .. ................
.. .. +.+.. ..... ...... ...... +. ....... .. .............. ........... +.+...... +. +. +. ........ .... +. .......... .......... .. .. .. .. .. .. .. .. .-.. .. .. .. .. .. .. .. .. .. ..
.. .. .. .. .. .. .. .. .. .. .. .. .. .... .+. +..... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .......+ .+..... +. +....+...... +. +. +....+.....+.+ .+. +.+.....+.+.+.... .+. .. .. .. ..
.. : :rj~O: : : : : : : :.. +..... .. +.. ++++..++ .. .. .. : : : : : : : : : : : : : : ~3:8: : : .. .. .. .. .. .. .. .. .. .. .. .. +... .. .. +.........
... ............... .
. ................................ . ~ .- . . . .,. . . . ........................~......................~. . . . . . . . . . ...................... . . .... . . ......... . . -. ..
. . . . . . . . . . . . . . . ..D /;IW. ?4. D. . . .. ........................................................................
..72.Q. . . . . . ..... ...... . . .. .. .... ..... . ................. ...... ..f(QP. ~2.~ . . . . . .... . . . .... ...... ..... .............. .......
. ~ . . . . . . . . . .. .. . ..~ ~5.. ~ . . ~ . . . ,. . . . . . _. . . . . . . ... . . . . . . . .........+.....~ . . . . . . . . . . . . . . . . . ~
. . . . . . . . . . ..... .. - . +.. ~............................................................ ........................ .. . ...... . .. .
. . . . . . .... . . . . . . . . . . . . . . . ....... ......................... . . . . . . . . . ~ . . ... . . . . .
. . . ................................... . . . . . . . . . . . . . .
.LI
....... ...............
.. . . .. . . -," .. . . .- . .. . .
.
a
~
....
<J.
d
<J
<J
.{)
LI
4
.j
L\
LId
<1
..........
.........
..........
.........
..........
.........
..........
.........
..........
.........
..........
.........
..........
..-.......
..........
..........
..........
..........
..........
<J
<J
d
. . -. . . .
+ +.. + +.~
.....
......
..... .
........
. .- . .~ . . ~. . .
~~......... .~......
~ ~. . .. . ~. . . .~~ . -. .-. .
~~ + . ~ + "0..:. . +
. . . ~_.. -...
Gel ~_. . . . .(). . .
Q-:t. . . .. . . . . ~ . ~_. .. . . .
f..::...c:J..._.. ...
LI
LI
<J
<1
LI
<J d
LI
Ll
LI
LI
d <1
<:J
d
<1
L:J..........
.. LI
<J
LI
LI
..........
..........
<1
LI
LI
<1
......
<J
<1
&j
..........
.c\
<J
d
LI
d LI.
....-.....
.........
LI
<J
LI
LI
<1
<J
<J
<1
LI
<J
LI
LI
LI
LI
d <J
d
<J
<1
d
<1
LI
47
d
.<1
<J
d
~
---
@
OIOJIOJ
274.7'
LIVE OAK (Quercus virginian a)
10' HIGH, 2.5" CALIPER
MARK:LO TOTAL: 1
BALD CYPRESS (Taxodium distichum)
10' HIGH, 2.5" CALIPER
MARK: BC TOTAL: 11
Landscape Construction Notes:
1. The work sholl include the supplying of all plant material,
furnishing all labor, materials and equipment and performing all
operations in connection with the landscape instollation os shown on
the drawings and specifications. Further, the work sholl include the
maintenance of 011 plant materials and planting areas until Final
acceptance by the owner;
2. The Contractor sholl visit the site and be fully informed and
aware of related paving, utilities, water supply, electric power supply,
access considerations, and related work by others to facilitate 0
trouble- free installation.
8. Apply "Chipco Ronstar G" or equivalent with 0 properly
calibrated granular applicator after plantings have been completed,
Apply at the rate of 4lbs. per 1000 sq, ft. of planted area. Do
not apply pre-emergent chemical directly on plant material.
9. A completely operational automatic irrigation system shall be
in plac~ prior to installing any plant materiol, trees or sod,
10, The Contractor shall notify the Owner or Owners Landscape
Architect of any conflict or discrepancy between the plans and
actual site conditions prior to performing work.
IRRIGA TION NOTES ,
1. A .Iow volume irrigation system, that provld~s 100% coverage
to all proposed plantings, will be designed and Installed by the
Contractor.. .
2. The proposed Irrigation System must meet or exceed. all
applicable City code requirements. (Le., Back Flow Prevention,
Automatic Rain Shutoff Device, etc...)
3; Irrigation shop drawings must be submitted and approved by
the City prior to the Commencement of work. . .
4. Irrigation system must be inspected and. accepted by City
Pro ject Manager prior to in~tallation. of mulch.
5, Irrigation as-built draWings, whIch accurately and c1ear~y
identify all modifications &/or substitutions, must be submitted
prior to final inspection and acceptance, .
6, The proposed 5/8" water meter will be utilized for this
Irrigation System.
7. The Landscape Contractor must co~rdinat~ the pla?ement and
power supply for the irrigation control timer With the City and the
General Contractor, . . . .
8. The following irrigation system components Will be utilized, per
each manufacturers' specifications.
Toro-Netafim Techline Self Cleaning, Pressure-Compensating
Emitter line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
w
CABBAGE PALM (Sabol palmetto)
10' CLEAR TRUNCK, PLANTED IN CLUSTERS OF THREE
MARK: CP TOTAL: 9
SOUTHERN MAGNOLIA (Magnolia grandiflora)
10' HIGH, 2.5" CALIPER
MARK: SM TOTAL: 4
3, The Contractor shall be responsible for repairing any damage to
existing facilities that may result from work performed by the
Contractor.
4, In the event that discrepancies occur between the plant list and
the actual number of plarits required to implement the intent of the
plan, tlhe plan shall control.
5. Unless specified or otherwise noted in the plant list, all plant
materiol shall be grade "Florida Number One" as described in GRADES
AND 5T ANDARDS FOR NURSERY PLANTS, Parts I and n of the Florida
State Department of Agriculture Current edition and shall conform to
ANSI Standards for Nursery Stock (ANSI Z60,1-1980)
6. Plant beds and tree rings shall be mulched with a minimum 3"
layer of approved mulch, Mulch shall be kept a minimum of 3" away
from t.he trunks of trees.
7. Trees and palms shall be secured by stoking in accordance with
the industry standards. The Contractor sholl be responsible for
straightening or reinstalling any material that does not become
established in a plumb upright position by the normal establishment
period.
11, The Contractor shall clean up the site and remove all surplus
and discarded materials and rubbish from the landscape
construction site.
DWARF YAUPON HOLLY (/lex vomitoria 'Nana)
18-24" HIGH, PLANTED ~ 36" O,C,
MARK: DYH TOTAL: 161
o
~...>>...........
@
()
INDIAN HAWTHORN (Raphiolepis indica)
18-'-24" HIGH, PLANTED @ 36" O.C,
MARK: IH TOTAL: 103
12, Guarantees: Beginning from the time of Final acceptance by
the Owrer, trees and palms shall be guaranteed for a period of
one yeot and shrubs and ground cover, excepting annuals, shall
be guar nteed for a period of three months.
13, Fin I inspection will not toke place until an irrigation ~s-built
drawing has been provided to the Owner, The Contractor Will be
notified in writing of final acceptance within 7 days after final
Inspection or re-inspection walk-through. Upon giving notice of
Final acceptance to the Contractor, the owner will assume
maintenance and the guarantee period will begin.
14, Sod species sholl be as noted on the plans. Unwanted
vegetation shall be removed from proposed lawn areas prior to
soil preparation to receive sod. Soil amendments for correct Ph
and nutdents shall be applied and tilled in before laying sod.
DWARF JASMINE (Trachelospermum asiaticum) ONE GALLON
MINIMUM @ 24" O.C,
MARK: DJ TOTAL: 105 S.F,
........
,.......
. . . . . .,. .
,.......-
.......
,.......
.....,..
,.......
.......
,.......
.......
,.......
.......
,.......
DROUGHT TOLERANT TURF (Bahiagrass) SOD
MARK: DTT TOTAL: 7,533 S.F.
@
CRAPE MYRTLE (Lagerstroemia indica)
8' HIGH, 2" CALIPER, PLANTED 5' O.C.
MARK: CM TOTAL: 28
~
Q:
()
<
.
F AKAHA TCHEE GRASS (Tripsacum dactyloides )
18...;24" HIGH
MARK: FG TOTAL: 31
VUA DA TA
o
EXISTING OAK TREES
7" & 25" INCORPORATED INTO THE LANDSCAPE BUFFER
MARK: #"EO TOTAL: 2
DATA PROPOSED REQUIRED
TOTAL PA VED VlHICULAR USE AREA 12,844 S.F. -
TOTAL INTERIOR LANDSCAPE AREA REQUIRED 1,287 SF 10% VUA - 1,284
I,
o
I
s'
I
10'
LANDSCAPE PLAN
SCALE: 1" = 10'
ECTOR THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
FOR REVIEW AND PERMIT, NOT FOR CONSTRUCTION UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSP ..
r--..
-.:;f W
r- >
~ <(
:::tI::: I
W.tJC) E
-- 0
; W -1 L.()
(L Z <( -.:;f r--.. r- ~
-OJNOnL
I-GW<.OnO~
.-JZZn I r- 0
WW-n
OJ .-J or:- r- ..0
G .<.0 <.0 0
SZS~(}) (}) E
I- ,----.... ,----....
I.-JU.~nn 0
(L=> I <(r- r- @
W (f) -.:;f (L CO CO +-J
(f)ZO~~~-
aOo<(IxlS
J U L.() I- (L LL .~
~
~
~
c:t
~
~
....?
co
o
N
o
lO
o
..:..i
<(
z
G
~
o
w
a..
<(
I
(f)
o
z
o
a..
(f) OJ
Z 0
o rrj
(f) N
> l()
w 0,.."..,0
n:::.....:Nt0+lO(OI'COo>....
(L
0:::
a
U
.
W
>
<(
E
o
o
I
G
.
Z => L.() L
a <( -.:;f r--.. r- ~
I- OJNo8o
U W<.O n ..0
=> znlr-o
0::: .-J n r- 0...
I- r-
(f)<(~~~~~
Zn LL. +-J
a LL ,----.... ,----.... @
U ~ U ~ n n
<( I <( r- r- if)
I- I- ~ (L COOC) ..0
.-J 0 ~ ~ ~. ..0
WLLO<(Ix3
OJ a L.() I- (L LL ...c
l1)O
. to 0
W (';. ..
:Jt0~
~t0~
U1 >. 0
O::::.<(~
w<(o~
~ Z 0:::. "'"
o~oo
2<(-.JO
2LLO
>- 0
PI ~o
:J r-- 5 "'"
<(:::>J-l1)
6~~~
0:::01
~<(N
ow"'"
to--1f'()
u~
JOB NO.
DRAWN LRR
DES! GN JWB
SHEET NO,
C6
-$
-$
18'-9"
BLDG. HGT,
16'-0"
EA VE HGT.
P.E.M.B, TRIM
COLOR CHIP 2
P,E,M,B, TRIM
COLOR CHIP 2
CANOPY
COLOR CHIP 2
PAINTED STUCCO
SMOOTH SAND FINISH
COLOR CHIP 1
CANOPY
COLOR CHIP 2
-$ CA~8~yO~GT,
~
7.;,...0..
HEADER HGT.
-$
0'-0"
F.F. ELEV.
50'
... '. - . ',' .~.
PAINTED STUCCO
SMOOTH SAND FINISH
COLOR CHIP 1
. ."....... '"
CANOPY
COLOR CHIP 2
~
SPLIT FACE CMU
COLOR CHIP 3.
NA TURAL COLOR
~
~,..
.,.," . .
:., ../......:
'.' .........
.' ..;'.........
,.<
WEST
SCALE: 1/8"=1'-0"
EAST
SCALE: 1 /8"=1' -0"
120'
15'
0....,0" ~
F,F. ELEV.
PAINTED STUCCO
SMOOTH SAND FINISH
COLOR CHIP 1
P,E,M,B. TRIM
COLOR CHIP 2
CANOPY
COLOR CHIP 2
18'-9" ..~
BLDG, HGT,
16'-0" ~
EA VE HGT.
12';...0" ~
HEADER HGT.
7'-0" ~
HEADER HGT~
CANOPY
COLOR CHIP 2
, .... .
. .... .....
'. ..~ ..... ..;"> . ..' ". . .: . '.. . r:: : ," :. .::.. ....: ,
r.:~'" :.... .~.....~:.:..:.:...:...::::,.:l....~.....,....:....:..; ,:".::.:.1..:,::...::.. :.': .........:...~:.....:..: ..::'~ .-.'.......... . " :.." ."c..'..... ... ..0 ......4 ..... ........~.-.. ,'. ", '. ..........\. ..:. ... ... .,~ .." .... .... '.. ...". .-,' '" ... .......,.. ....... ~ ',,.' ....
. '. :.... c. '.. .~. ",.:. _., '..., ....:.,.. "....... ':,' ..;1 ......,' . ':' ...:..: 1 ;. .... '._. : ~ ...:.: .' "
"I..' ..~. . . '. ",". ......: u:. .".... ,. . . .:-". ..: . ......,. .... ...f .".~ i" ...'....., ". ..'>:' .... .~. . '.
. ..'" .... : ... ~ ~ '.' :- ...... ".~ '.' ..... . .... ''':'. ....
. ',." .":'.: ..::...... ::.~.:.:...: '.'.':.'. .....:....:...,. :'. ..... '''.~''.:'''.'',',:",; I'~ II,~....I :.. ...1 ...:..... '.' .' ... -, .:'. ." ":'" .:. ':.. ',"': :. .... .... . .". ~\..
~ ~ .. ................. ..........."....1.- . .'. I........... ~~
......,;t. ......~ .:...~..:..:',....................... .... ,.. "'':.-: .......:............ ........:1....... ...:.:.........:..' "."'..:.'~
'. .... '0' ~ ',.'. ..... ~. J....,....:.... '.' ., :. .... OS ':.1' ".' .. ' .' .~.".':': ..... -t. '''1 .... ....: I . '.: '. .... '. ..r:' "':':'" . I. .~.
'.. 'I.'. ':':,.I.'J': ," '. ... ,,'1' " '., ..".... ,'.... ". .. . .... ...... '.' . . '.. .... . ..... ':": .' . ............ ~.. ~.
. ...1
.' '. .....~ .
.' ~.' .:.' ,", .. ..
. ,.... .. .... .' . .:." ~" .
.' ~ ;.......:: ..' . .' . _ ..' ....... '. '" .' .r.., :" ':..' .
" ".4 IV. .... ..' .... .......
.... ":
. .. \.. ,~.~. .. .": ~ ....
." .": .: '. .' ....o' '.~' .:. .'.:.' ':". I:': ......... ... ....
......... .
.,.... ....... ." ....
1 :.. '. ." ....~....I....
. ........ .... I ..': t..': .....".. j.; :
.. ......
SPLIT FACE CMU
COLOR CHIP 3,
NATURAL COLOR
~
'1 ......... ............ .
_",:". ~: ',' ...... .'. r ." ."'" . ....... . .. . '.. ......' '. ". '.:. :. ~ .
. \0... ..::"" "'" ._" ..... .'. '. ....j..:.. '. t.
.. ...... l ...... . '':,...,'....
. to'. 0;... ....... ,'. :..: .: . :.
! :..' .. .... :.... . : " .. ..
. '.' .... .... .:;'., ...... ,..
'\ ...... .,....: ,.... ../.,: ....
...': ,.'.".
. : ..' ,J." ,'" .' ,,; .': to :.' . . " ., t..... ";" l '.': ,,' . ...... .... .f
.:. .'. . ..... .. ,.1 .01 . ~,'. ..' . ..' . .......".. ....,.:.. .......: '.. ... . . ^ ....
".. . ,:. .... .'. .',:'. ,.. ..... .... ;.' ..... ..... :..' ';. . .' ~ .:.....'1 ~. . ..... ..'t..
.~." :"'. .-.,'... ':0' t.... "'.:' .: '. ".:" ..,... ...... ...... .... . ~." '''''' '... .... ."
I ......... '.~' ...... :.. '.' .... '.1.' ..... '. . . ....- "'. . .:.. .}.....
.~.:: ." ::. ~.'. ". . ;.... ....:~..:::. .\.': .....,.... :.... . ....... -;.. ~ ,..~:'.. ~ :'::. :...: . ':. .;"":i
. .' 'o"...... .... ..'. .' ..\... ".:" .... '.' :- I. ~ '. . "'.: .': =".
.. ..:." . ~'. '-'" ....,.. ."- '.. .' ~.. .... ". .... ..' .... ..... ..... .' . .
:. .... ....
.. ..... ~
~. ..' '. ..
.: ..... ... .... ~ '.~.'...
:..... : ..' ".:..., . :-'. ..:.
I '. ........ . -:. . ..:. . ~'. .'
~.. .. .... .
... .... .:. ..:"...~ . t:. ..-..' .~ -.' .,....:...
. ........
.... .'. .... ....... .;:. ..
SPLIT FACE CMU
COLOR CHIP 3
NORTH
SCALE: 1/8" = l' - 0"
I
120' .
'I
~ BLDG, HGT. .
18'-9"
-$ EA VE HGT,
16'-0"
-$ HEADER HGT.
12'-0"
-$ HEADER HGT.
7'-0"
III 1IIIllllllllllllll1l1rlll II11111111111111I111 11111111 III1I1 .
1IIIInl ~~ I111I 1111111/111111111111 1III II If IIII II11 III 1/111111111111111111 1IIIIIIlf 1111111111111111" 1IIIIIInnlllll "il II III II II II II 1II1IIII11 III 11
. I I [11111111111111111111111 .
I I I I I I
I I I I ~ I I I
I TT
T I ~- T I IT I I I \ . . I
I I I I I \
I I I I I I I I I I I IT I I I I T T I
I T T I I I
J I I I 15'
.....-rrTf111f I .
T _I I J I T I ~ CANOPY
I I I I I I 1
I I I I I I I I I I
I I I I --. I
I-- 4' I T -I I I I I
I I I I I I I I I COLOR CHIP
I I I I 2
I I I I I I I I I
I I I I I
I I I I -1 III T
I I I
I I I I I I
T I I I I I I I I
I I I I I r
I T -. T I
I I I I I
I I I I I I
T I I I I I I
I I I T I
I I II IT I T I
I I I I T I I I
I
T T I II I
I I I I I I I
I TI T I
I I I. I T I I I
I I
I I
.
-$
F,F. ELEV.
a'-a"
SOU TH
SCALE: 1/8"=1'-0"
FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE BUILDING OFFICIAL AND SPECIAL INSPECTOR. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER.
I'---
...q- W
or- >
~ <(
~ I
.8S 0 E
~W~ 0
0... Z <( ...q- ~ n ~
1-083NOOt
--.J z Z (0 I") or- :>-,
WW-I") I 0
OJ --.J I") or- or- ...0
0..(0(00
~Z S~ ()) ()) CL
I- ~~ E
I --.J U - I") I") 0
0... ~ I <( or- or-@-+-'
W (j) ...q- 0... OJ OJ
(j) z 02 "--:"' "-.-/ -+-'
OOO<(IX~
J U L() I- 0... LL .~
ClC)
c:;)
c:;)
'"
0':>
o
~
:::E
co
o
N
o
10
o
.J
<(
Z
(5
a:::
o
if)
Z
o
if)
>
UJ . .
O:::"':Nn~uiccir--:ooo)~
.
W
0... >
0:::: <(
o E
U I 0
o 0
z ~ L() L
o <( ...q- I'--- or- L
I- OJ N 0 I") >-.
U W(OI") 0 0
~ Z I") I or- ...0
0:::: --.J I") 0
I- or- or- CL
(j)<(~~~~~
Z n LL -+-'
OLL ~~@
U:2 U . -I") I")
<( I <(or- or- (f)
I- I- ...q- 0... OJ OJ ...0
--.J 0 2 "--:"' '-.../ ...0
WLLO<CIX3
OJ 0 L() I- 0... LL ...c
LOO
Wc.oO
::>,........~
Zf'00
U1 w f'0 "-
0:::><(0
W<(O:!
.~ z 0::: "-
0-00
L <(.~ 0
LlL-O
>- 0
I-I .- 0
.--J I- 0::: "-
<(::>~LO
::>O<(~
aU1~"-
0:::0'>
c;<(N
f'0 W "-
.--Jf'0
U~
JOB NO.
DRA WN LRR
DESIGN JWB
SHEET NO.
A1
BENCHMARK NOTE
=EXISTlNG ELEVA TlON
rf
";)'"
x
ELEVA TIONS SHOWN HEREON ARE BASED ON
CITY OF CLEARWA TER BENCHMARK E -12
(ELEVA T/ON=72.18) AND ARE IN REFERENCE TO
NORTH AMERICAN VERTICAL DA TUM-1988
~
ll::
I~
ft
20
-
"
1
Scale
DRAINAGE MANHOLE
N. RIM ELEV.=73.51
12"RCP
E. ELEV.=69.67'
12" RCP
S. ELEV.=69.55
SANITARY MANHOLE
N. RIM ELEV.=73.55
8" CLAY
W. ELEV.=68.75
8" CLAY
S. ELEV.=68.79
SAN - SAN
~..,..
1~:S
SAN
CLA Y PIPE
8"
SAN
~~ -;.
1""
DRAINAGE MANHOLE
N. RIM ELEV,=73.09
12" RCP
W, ELEV.=69;94'
12" RCP
S. ELEV.=69.99
ST
SAN
ST
SAN
~..,..
1"'~
ST
..L SAN
.~1r
1"':"/
ST
RAINBOW DRIVE
40' ASPHAL T PA VEMENT
SAN
"J~"'"
1""
SAN
ST
_~iN
1"'~
ST
SAN
ST
ST
SAN
ST
1"'~'I-"'"
SAN
ST
SAN
Q'O"'"
1""
SAN
ST
ST
I-
(fl
SAN . I- SAN
1'1-+' (fl
1""
CONe. CURB
INLET
SANITARY MANHOLE
N, RIM ELEV.=73.75'
z
<(
(fl
SAN
8" CLAY
E. ELEV.=67.40'
0.6" PVC
S. ELEV.=69.70'
8" CLAY
W. ELEV.=67.45'
8" PVS
N. ELEV.=
-SAN
z
<(
<II
'0'" '00 ~
1'1-'1'J.1'1-~
8" CLAY PIPE
SAN SAN - SAN - - SAN
SOl!T\'l ,RLw U~E" OF RAIf:#3PW DRI~ ---Q
N 89'22'44" WQ ~~O T
280.00' '1-,,1
I
1~:1'"
SA~T ARY MANHOLJ
N. RIM ELEV.=73.45
1"'~'
..,..
z
<(
(fl
ASPH AL TI
ST
E
4' CONC.
'i;)T
1"'~
11
GONC
x4"~..,.. '1-"
1",:1 0
'O~ '0'" ,'"
1'1-'1'1-'1~'
ST
-I
::>
1 "'~F (' J..A 4
..,.. ....,.,..
~~i
'O~ d'" :1
1'1-''\'I-'1~~
ST
"'~o
1'" Q'I-
..,.. .
ST
",~"J
..,..1 ",~'O
ST
209.48
4'1-i
. ",'"
..,..1" .
o~ ,,' 1
1~'1~'1~~
~..,..
ST
E
11
1~~~~%~~
ST
89024 '28
0"'"
..,..1 br~1
ST
S
1~;\~~~1
ST
",~'I-
'" br'
..,..1 .
ST
01"
1~~~1~~1
",:1'
..,..1 ",~'O
DRAINAGE MANHOLE
N. RIM ELEV.=73.73'
15" RCP
N. ELEV.=69.43
12" RCP
E. ELEV.=69.45' ~'"
6" CLAY ..,..1""
S. ELEV.=69.53'
12" RCP
W. ELEV.=96.93'
ST
ST
z
<(
<II
I..,,,, 'O"J
-f' 51
z
<(
<II
~1"'~'O
(fl
....~,
..,..1"/'
z
<(
(fl
SANITARY MANHOLE
N.RIM ELEV,=72.94'
8" CLAY
L ELEV.=69.28'
8" CLAY
S. ELEV.=69.3f
6" CLA Y 1"'~~
,"'"
W. ELEV.=69.34
w
1"'~'I- I
I
I
N 89.22'44'
L. 50.00'
EAST-WEST CENTE"UNE I
OF SECTION 13-29-15
o
<
o
0:::
0:::
15
.-J
W
"00
LL
\;
:::J
3: .>-
: <
Niol3:
Po I
ggci~
.0
or--. I
o I-
"I
Z I~
Ul
W
3:
z
<(
(fl
z
<(
(fl
8" CLAY
N. ELEV.=68.8'
8" CLAY
W. ELEV.=68.85
z
<(
<II
1",~1
1-.
-f-1",.br"J
..,..1",:16
"- ()-\
..,..1'''/'
..,..1~'o"J
-f-1'j~~
1'j~~
'i-
..,..1fJ)'O
-f-1'j,\ ,
"-o~
1-1'''/'
l'
-f-1 ",.
z
<(
(fl
1'" ","J
..,.. .
1",~Q
. "J1
1'"
ASPHALT z
<(
(fl
z
<(
<II
z
<(
(fl
z
<(
<II
,,-0'" - ~
-f-1'''/' - Q'
_ ",.
-",.-
.. ~,
br
1"J,Q
..,.. .
..,..1"J~"J
..,..1"J~~
..,..1'j~Q
1'j ~'j
..,.. .
,,-"'~
..,..1'''/'
1'j ",'I-
..,.. .
1"J'~
..,.. .
1"J~'I-
",Q1
..,..1 .
lu
~
~
C'\J
~
I-CQ
Zp
~C)
~C)
<(
CLCi)
I.L
o
W
<.:>
Cl
w
6'
1 "":s
1br~:1
1"'~
~
..
..
CQ
~
f'r)
~
C)
C)
<:
z
<(
<II
r 1~"~
z
<(
<II
FIR 5/8"
NO 10 1",:1'"
..,..
o 0
CONC.
1"'~~
..,.. .
1'j~0
..,..
1"J'I-'I-
..,.. .
1"J~"J
..,..
..,..1'j~~
'j ~'"
..,..1 .
"-~,
..,..1'''/'
..,..1"J~0
..,..1"J'o'j
7'
W
ZW
-:::>
.-JZ
>-~
~<
~~
0<
I::E
l-
II
01-
-:::>
0:::0
I-Ul
UlLL
~O
,,,,..,..
1"J'
1"'~"J
..,..
Q'I
1"'~'I-
1"'~i'
1""
~
~ C)
I ~
~1"J~ ~
z
<(
<II
-
br
ASPH AL T
1"'~'I-
-
- ~
~ .
e
EDGE OF PAVEMENT
1'j~0
..,..1"J~'j
1
..,..
TRASH COMPACTOR
~'"
1"J~'
1'j ,1
..,.. .
'j~'I-
-f-1'j~0
274.67'
CONCRETE
SLABS
. 'j1
1'"
"J."''''
w
:'::J"'"
1'j~
11
"J~~
89024'28
"J"J ..,..
1"J'
"'~'
N
..,..1'j~0
RETAINING WALL
RAMP
BROKEN
CONCRETE
1"J''''~
CONCRETE
n Q'"
..,..1 ,,'
1"J'l-1
..,.. . .
OF PAVEMENT
-
~'O"'"
1"J.
EDGE
,,-~1
1'''/'
..,..
- ~SPHALT
1"'~
FIR 5/8
NO 10
1'j~~ ..,..
,"J
,Q 1"J'
1'j. ..,..
~~
~Ia 0
~. C) 0 0
f'r). c) TRANS
N
C)
C)
<:
11
1"'1~
1"" ",
1br~
OJ
a:::
::>
<.)
<..5
z
o
u
z ....~
~1"J'''/
~
<i-,
~~.
~~
~~
""(.
Q.
<h-
---..I
~.~
~..~
""(
2;.~
~.
C)
lr).
I-
<II
z
<(
<II
--t- UL
1..,..1'j~'I-
z
<(
<II. 0
1+ 1"J:S
z
<(
<II
z
<(
(fl
I
-UL
1"'~~
..,..
METAL
STAIRS
POC @
SE CORNER OF THE
SE1/4 OF THE NE1/4 OF
SECTION 13-29-15
t1 "'~~
z
<(
(fl
z
<(
(fl
ALBERTSON'S'
MASONRY BUILDING
FFE=75.lO'
II
"'~()
",1'
is!...,.1 .
, :i'"
1~~t
1~~
1"'~
1'" 'j'l-
..,.. .
SAN
SANITARY MANHOLE
N. RIM ELEV.=74.79
8" CLAY
N. ELEV.=70.21 ,
6" CLAY
E. ELEV.= 70.39'
6" CLAY
S; ELEV.=70.28'
6" CLAY
W. ELEV.=70.29
N.QBTH RIGHT-OF-WAY LINE
OF GULF TO SA Y BOULEVARD
L
LEGAL DESCRIPTION AS PROVIDED
(AS PROVIDED)
TREE DESCRIPTION
e=BRAZIL/AN PEPPER
0.:.- OAK
45 PINE
*=PALMETTO
THAT PART OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 13, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST CORNER OF
THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
RUN THENCE NORTH 89.22' 44"W ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 13, 50.0 FEET;
THENCE NORTH 0'08'02"W, ALONG THE WESTERLY RIGHT-OF-WAY LINE OF BELCHER ROAD, 700.06 FEET
TO THE POINT OF INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF RAINBOW DRIVE AND THE WEST
RIGHT-OF-WAY LINE OF BELCHER ROAD; THENCE N89.22'44"W ALONG THE SOUTH RIGHT-OF-WAY LINE OF
RAINBOW DRIVE, 280.0 FEET FOR THE POINT OF BEGINNING; THENCE 50'08'02"E 129.96 FEET TO A POINT
FOR CORNER; THENCE N89.24'28"W 274.67 FEET TO THE EAST RIGHT-OF-WAY LINE OF MAIN AVENUE TO
A POINT FOR CORNER. POINT ALSO. BEING NO.23'58"W520.0 FEET FROM THE NORTH RIGHT-OF-WAY LINE
OF GULF TO BAY BOULEVARD; THENCE NO.23'58"W ALONG SAID EAST RIGHT-OF-WAY LINE 130.0 FEET TO
THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF RAINBOW DRIVE AND EAST RIGHT-OF-WAY LINE
OF MAIN AVENUE; THENCE S89.24'28"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF RAINBOW DRIVE,
209,48 FEET TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF RAINBOW DRIVE; THENCE CONTINUE
S89.22' 44"E ALONG THE SOUTH RIGHT-OF-WAY LINE OF RAINBOW DRIVE, 65.79 FEET TO THE POINT OF
BEGINNING.
LEGEND
= RAIL ROAD TRACKS
= RECLAIM WA TER LINE
= CABLE LINE
= WATER LINE
= OVERHEAD UTILITY
= STORM SEWER
= GAS LINE
= UNDERGROUND TELEPHONE LINE
= UNDERGROUND ELECTRIC LINE
= SANITARY SEWER LINE
= WOOD FENCE LINE
= GUARD RAIL
= CHAINLlNK FENCE LINE
= PLASTIC. FENCE LINE
= METAL FENCE LINE
= WIRE FENCE LINE
LINE
LINE
ST
GAS
TEL
-----, ELEC -
SAN
-II II-
x-
-REC-REC-
-CATV-
W
UL
-x
:
RUCKUS INVESTMENTS, LC
BRIAN SYKES, P.A.
SYNOVUS BANK OF TAMPA
FIDELITY NA TIONAL TITLE INSURANCE COMPANY
CERTIFIED TO
"'OINT 0'" T....NGENCY
...OINT 0'" CURV....TURE
"'OINT 0'" REVERSE CURVE
...OINT 0'" BEGINNING
"'OINT 0'" COMMENCEMENT
"'OWER ...OI...E
R....DIUS
REIN...ORCED CONCRETE "'I"'E
REM....INING ...ORTION 0'"
RIVER ROCK
RIGHT 0'" W....Y
SET IRON ROO :I/S"I...B7' es
SET .......RKER-KAI...ON N....II...
WITH DISC I...B7, SS
SIDEW....I...K
SCREENED
TEI...E...HONE RISER
TEM...OR....RY BENCHM....RK
TR..........,C CONTROl.. BOX
TRA......,C SIGN
'TYPIC....1...
TO'" 0'" CURB
TR....NS...ORMER .......0
W....TER METER
W....TER V....I...VE
WOOD "'ENCE
WITNESS CORNER
S....NIT....RY SEWER M....NHOI...E
DRAlN....GE M....NHOI...E
EI...ECTRIC SWITCH BOX
. TOPOGRAPHIC
"'IEL.D MEASUREMENT
~IRE HYDRANT
FINISHED FL.OOR
~OUND CONCRETE MONUMENT
FOUND IRON "'I"'E
FOUND IRON ROO
~OUND .......RKER-KAL.ON N....IL.
GAS METER
GAS V....L.VE
GRATE INL.ET
GUY WIRE
HOG WIRE ~ENCE
IN....CCESSIBL.E CORNER
L.IGHT "'OL.E
LATTICE FENCE
MASONRY
MONITOR WEL.L.
NO IDENTlFIC....TION
N....TION....L. GEODETIC
VERTIC....1... D....TUM
OFFIC.....L. RECORDS BOOK
OVERHEAD UTII...ITY L.INE
.......GE
.......RKING
.......VEMENT
"'ERMANENT REFERENCE
MONU....ENT
....C..... ...ER........NENT CONTROl.. "'OINT
....B. "'LAT BOOK
~ (...) "'LAT D....T....
<:). H....NDIC..........ED ...ARKING
INC
SURVEY'ING
NC
AMERICAN SURVEYING
~ L.B. #7168
4847 NORTH FLORIDA AVENUE
TAMPA. FLORIDA 33803
(813)234-0103 . FAX (813)234-0108
ADDRESS:
AMERICAN
WR~N CONSENT OF
WITH THE EXPRESS
ASSIGNED EXCEPT
. TREE
TRANSFERRED OR
....T.
....c.
....R.C.
....O.B.
P.O.C.
~........
R
R.C.....
R.....O.
R.RK.
R/W
8S.I.R.
S.....K.
MAY NOT BE
THIRD PARTIES
TO
o FINAL
PJQ. ~VD. :MG
DWN. APRVJ).
XXXX RAINBOW DRIVE
CLEARWA TER, FLORIDA
DWN.
D....TE
CC.:KC
FIELD DATE: 11/13/07
DBSCRZPTJ:ON
PH.
BEARING BASIS:
BEARINGS ARE BASED ON THE SOUTHERL Y
RIGHT OF WA y. LINE OF RAINBOW DRIVE,
WHICH BEARS S89"24'28nE PER DEED.
PROJECT NO.:
RI PROJ1llCT NO.,
III
V
I
S
I
o
N
S
11002107
S/W
I!J SCR.
~T.......
-a-
TY....
o T/C
~TR."'D.
~ ::~:
W/F
W.C.
. ~
EB
(F)
t:6b~.H.
""N.FI..R.
1:1 F.C......
I F.I.....
F.I.R.
...,...,K.
III
~
IIIIG.I.
E-
H.W.~.
.IN.COR.
x:x 1........
L.T.F.
~MAS.
N/I
NGVD
LEGEND
.... ....RC I..ENGTH
.........0. .... "'OATION O~
..../'c ....IR CONDITIONER
cx:o BACKFL.OW "'REVENTOR
B...... BENCH........RK
BI...DG. BUII..DING
BLC B....CK OF CURB
W C....BL.E TEI..EVISION BOX
(C) C....L.CULATED
C/1... CENTERI..INE
C.L...... CH....,N '-INK FENCE
.co CI...EAN OUT
C.......... CORRUG....TED ....ET....L. """'E
CONe. CONCRETE
C.L..F. CH....INL.INK ...ENCE
C CHORD
C,B. CHORD BEARING
~ CENTRAl.. ....NGL.E/DEL.T....
COV. COVERED
(0) DESCRI...TION
D.B. DEED BOOK
D/W DRIVEW....Y
El... E'-EV....TION
E/'" EDGE 0... .......VE....ENT
E/W EDGE OF W....YER
ENC. ENCRO....CH....ENT
E'SMT. EASE....ENT
....1.... FI...OW L.INE
LIABILITY
LISTED HEREON.
o FOUNDATION
ONLY
DRAINAGE MANHOLE
N. RIM ELEV.=73.51
12" RCP
E. ELEV.=69.67'
12" RCP
S. ELEV.=69.55
~
---l
<(
3';
<..5
z
o
<.)
AND BENEFIT OF THE PARTIES
. IMPROVEMENTS
FOR INFORMATIONAL PURPOSES
SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE
LOCATED IN FLOOD ZONE X; PER F.I.R.M. PANEL
NUMBER 12103C 0190 G, LAST REVISED 9/03/03.
USE
PREPARED FOR THE EXCLUSIVE
TYPE OF SURVEY . BOUNDARY
SURVEYOR'S CERTIFICATE
I HEREBY CERTIFY THAT THIS SURVEY WAS MADE IN
COMPLIANCE WITH THE MINIMUM TECHNICAL
STANDARDS FOR LAND SURVEYS IN FLORIDA AS SET
FORTH .IN CHAPTER 61G17-6. FLORIDA
ADMINISTRATIVE CODE. PURSUANT TO FLORIDA
STATUTE CHAPTER 472.027.
O.R.a.
UL.
~"'G.
12
P.VMT.
....R......
TEaS SURVEYOR MAKES NO GUARANTEES AS TO THE
ACCURACY OF THE ABOVE INFORMATION. THE LOCAL
F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION.
PROPERTY
. UNLESS SHOWN. OR MADE NOTE HEREON. ALL
CORNERS. HAVE NO IDENTIFICATION.
. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS
RIGHTS-OF-WAY. AND/OR OWNERSHIP HAVE BEEN
FURNISHED THIS SURVEYOR. EXCEPT AS SHOWN.
. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS
HAVE BEEN LOCATED AS PART OF THIS SURVEY.
UNLESS SHOWN OR MADE NOTE HEREON.
. BEARINGS AND DISTANCES ARE RECORD AND MEASURED
UNLESS OTHERWISE NOTED
11/14/07
DATE OF SIGNATURE
MAPPER. #5455
MILTON R. GILL
PROFESSIONAL SURVEYOR Be
C. BOYD. ALLEN
PROFESSIONAL SURVEYOR Be MAPPER #3932
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER OR ITS ELECTRONIC
EQUIV ALE~T