FLD2008-03006, 1120 N BETTY LN - May 20, 2008
FLD2008-03006
1120 N BETTY LN
HEP SERVICE FACILITY
PLANNER OF RECORD: WW
ATLAS # 269B
ZONING: I
LAND USE: INS
RECEIVED: 03/03/2008
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CL W CoverSheet
Resume
Wayne M. Wells, AICP
100 South Myrtle Avenue
Clearwater, FL 33756
727-562-4504
wavne.wells@mvclearwater.com
PROFESSIONAL EXPERIENCE
. Planner III
Planning Department, City of ClealWater, 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, email, 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 C.ode 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 ~upervised 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 predevelopment meetings). Intern - Compiled and coordinated the Alachua County
Information and Qata 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 Y2
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
" ,
CDB Meeting Date:
Case Numbers:
Agenda Item:
Owner:
Applicant:
Representative:
Address:
May 20. 2008
FLD2008-03006
E3
Everybody's Tabemacle. Inc.
Everybody's Tabernacle. Inc. and Homeless Emergency Proiect. Inc.
Keith E. Zavac. PE, RLA. Keith Zayac & Associates. Inc.
1120 N. Betty Lane (Main Address: Includes 1125 LaSalle Street: 1277 Otis
C. Green Drive: and 1101. 1113. 1119 and 1125 Fairbum Avenue)
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
REQUEST:
GRNERAL INFORMATION:
CURRENT ZONING:
Flexible Development approval to permit the expansion of a "social/public
service agency" in the Institutional (1) District by the construction of a
new, two-story, 10,015 square foot building for the Homeless Emergency
Project (HEP) in conjunction with other existing uses (place of worship,
residential shelter and accessory dwelling) with reductions to the front
(west) setback from Fairburn Avenue from 25 feet to 10.18 feet (to
proposed building), 8.3 feet (to existing building) and 20.5 feet (to
proposed pavement), a reduction to the front (north) setback from Otis C.
Green Drive from 25 feet to 8.25 feet (to existing pavement), a reduction
to the front (east) setback from N. Betty Lane from 25 feet to 20.3 feet (to
existing building) and a reduction to required parking from 84 to 43
spaces, as a Comprehensive Infill Redevelopment Project, under the
provisions of Section 2-1204.A, and a reduction to the landscape buffer
along Otis C. Green Drive from 10 to 8.25 feet (to existing pavement), as a
Comprehensive Landscape Program, under the provisions of Section 3-
1202.G. (Note: Application was advertised including a reduction to
required parking from 122 to 43 spaces.)
Institutional (1) District
CURRENT FUTURE LAND Institutional (INS)
USE CATEGORY:
PROPERTY USE:
Current Use: Social/public service agency, place of worship, residential
shelter and accessory dwelling
Proposed Use: Same, but with a new, two-story, 10,015 square foot
building for the Homeless Emergency Project (HEP)
EXISTING
SURROUNDING ZONING
AND USES:
North: Commercial (C) District
Detached dwellings
Residential Shelter
Detached dwellings
and
South: Low Medium Density
Residential (LMDR) District
East: Low Medium Density
Residential (LMDR) District
West: Medium Density Residential
(MDR) District
Detached dwellings
Detached dwellings
Community residential homes
and
Community Development Board - May 20, 2008
FLD2008-03006 - Page 1 of 10
",
ANALYSIS:
Site Location and Existing Conditions:
The 2.01 acres is located between N. Betty Lane (east) and Fairburn Avenue (west) and between Otis C.
Green Drive (north) and Cedar Street (south). The property is currently developed with the Everybody's
Tabernacle church on the northeast portion of the property, a residential shelter on the northwest corner
of the property, Homeless Emergency Project (HEP) offices and clinics in a one-story building south of
the residential shelter, an accessory dwelling on the south side of the property, a gazebo, some small
storage buildings and sheds and parking areas on the north side accessed from Otis C. Green Drive and
on the west central area accessed from Fairburn Avenue. Open areas of the site are located south of the
church building along N. Betty Lane and on the southern portions of the site along Cedar Street. There
are 27 existing parking spaces on-site within this block.
Detached dwellings are located to the south (across Cedar Street) and east (across N. Betty Lane) of the
subject property within property zoned Low Medium Density Residential (LMDR) District. Detached
dwellings and a residential shelter for HEP are located to the north across Otis C. Green Drive, along
with a HEP Thrift Store north of these uses, all within the Commercial (C) District. Detached dwellings
and community residential homes are located to the west across Fairburn Avenue, within property zoned
Medium Density Residential (MDR) District.
Development Proposal:
The proposal is to redevelop the site with a new, two-story, 10,015 square foot office building for the
Homeless Emergency Project (HEP). The proposed building will be located on the west central portion of
the site oriented toward Fairburn Avenue. A new, 32-space parking lot complying with Code design
requirements will be constructed between the existing HEP offices and clinic building and this new
building, wrapping into the center of the property. With the exception of an 815 square-foot dental clinic
that will remain, the existing HEP office area in the one-story building north of the proposed building will
be renovated to become accessory classroom space for the church. The gazebo, the small storage buildings
and sheds in the center and west side of the site and the parking area accessed from Fairburn Avenue will be
demolished as part of this new construction project. The existing parking lot accessed from Otis C. Green
Drive will also be upgraded. A retention pond will be constructed in the southeast portion of the site to
accommodate this new construction.
The proposed building will be two-story in height, with the top of the highest parapet 35 feet above the
finished floor of the first floor of the building, which is below the maximum height of 50 feet. This
proposed building is basically rectangular in shape, with the second floor greater in area than the first
floor footprint. Architectural columns (burgundy or wine color) beyond the first floor footprint on the
east and west sides of the building will add visual interest to the building. The exterior of the building
will be flat seam metal wall panels for the second and portions of the first floor of a dark copper color
(first floor with a greenish storefront system) with windows primarily on the second floor that do pot
follow a set or symmetrical pattern.
DensitvlFloor Area Ratio: Pursuant to the Section 2-1201.1, the maximum density and floor area ratio
(FAR) for properties with a designation of Institutional (INS) land use is 12.5 dwelling units per acre and
0.55 respectively. The Planning Department and the applicant have both prepared a mixed-use
calculation (see Sheet C4, General Site Note #11). Based on the existing/proposed nonresidential floor
area of 26,921 square feet and the maximum density and FAR listed above, a maximum of 13 dwelling
units could be on this property. With the existing accessory dwelling and the 10-resident residential
shelter, these existing residential uses equal four dwelling units (less than the maximum number of
dwelling units allowable). Based upon the above, the development proposal is consistent with the
Countywide Future Land Use Plan with regard to the maximum allowable density and FAR.
Community Development Bo~rd - May 20, 2008
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-,
Impervious Surface Ratio (LS.R.): Pursuant to Section 2-1201.1 of the Community Development Code,
the maximum allowable LS.R. is 0.85. The overall proposed LS.R. is 0.47, which is consistent with the
Code provisions.
Minimum Lot Area and Width: Pursuant to Tables 2-1202, 2-1203 and 2-1204 of the Community
Development Code, the minimum lot area for places of worship is 20,000 square feet, for residential
shelters 10,000 square feet and for social/public service agencies the range is 10,000 - 20,000 square
feet. The subject property is 87,500 square feet in area. Pursuant to the same Tables, the minimum lot
width for places of worship, residential shelters and social/public service agencies is 100 feet. The lot
width of this site along N. Betty Lane and Fairburn Avenue is 350 feet, while the lot width along Cedar
Street and Otis C. Green Drive is 250 feet. The proposal is consistent with these Code provisions.
Minimum Setbacks: Pursuant to Tables 2-1202, 2-1203 and 2-1204 of the Community Development
Code, the minimum front setback for places of worship, residential shelters and social/public service
agencies can range between 15 - 25 feet. Since the subject property involves an entire block, there are
only front setbacks required along each frontage. The proposal includes reductions to the front (west)
setback from Fairburn Avenue from 25 feet to 10.18 feet (to proposed building), 8.3 feet (to existing
building) and 20.5 feet (to proposed pavement), a reduction to the front (north) setback from Otis C. Green
Drive from 25 feet to 8.25 feet (to existing pavement) and a reduction to the front (east) setback from N.
Betty Lane from 25 feet to 20.3 feet (to existing building).
The existing residential shelter in the northwest corner of the site is located at a front setback of 8.6 feet
from the front (west) property line along Fairburn Avenue. The existing HEP office building to the south
of this residential shelter is located with a front (west) setback of 8.2 feet from the front (west) property
line along Fairburn Avenue. The proposed HEP office building will be located at a front (west) setback
of 10.18 feet from the Fairburn Avenue property line, which, being less than the minimum 15 feet
allowable under Table 2-1204, requires the processing of this application as a Comprehensive Infill
Redevelopment Project. While this new building will be two stories in height and the existing on-site
buildings along Fairburn Avenue are one story in height, the setback for the proposed building would be
consistent with the established character for this property. This proposed building would be slightly set
back greater than the existing buildings at a front setback of 10.18 feet. This proposed setback does not
encroach upon the required 10-foot perimeter buffer along Fairburn Avenue. A design factor with this
reduced setback is the proposed location of the new parking lot. While there will be parking spaces on
the north side of the driveway, the majority of the new parking spaces will be on the east side of the new
building, which will shield this parking from view from the residential uses across Fairburn Avenue.
This new parking lot is located between the existing church building and the proposed HEP office
building. The proposed site design maintains a four-foot wide sidewalk that exists on the west side of the
church building, which is the minimum necessary for pedestrian use, and provides a new parking lot
meeting the minimum design standards of the Code. A minimum width sidewalk for handicap access is
being provided on the east side of the new HEP building. These design factors partially determine the
proposed setback from Fairburn Avenue (building design and building dimensions are the other factors).
This new building and parking will improve the visual appearance along this side of the property and
reduce vehicular noise and light issues of these existing/proposed uses for the residential uses to the west.
The proposed parking lot for this building will be located at a front (west) setback of 20.5 feet from
Fairburn Avenue. The existing parking lot is located at a front setback of four - five feet. The proposed
parking lot setback is more than double the minimum lO-foot width of the perimeter buffer along this
roadway. The other setback reductions listed as part of the request reflect setbacks to existing buildings
and structures, which are not proposed to be revised. The front (north) setback from Otis C. Green Drive
Community Development Board - May 20, 2008
FLD2008-03006 - Page 3 of 10
....
to the existing parking lot reflects an existing condition, however, excess pavement will be removed and
landscaping will be installed to aid in enhancing the visual aspect of this parking lot.
Maximum Building Height: Pursuant to Tables 2-1202, 2-1203 and 2-1204 of the Community
Development Code, the maximum allowable height for places of worship, residential shelters and
social/public service agencies is 50 feet. The proposed building will be two-story in height, with the top
of the highest parapet 35 feet above the finished floor of the first floor of the building, which is below the
maximum height of 50 feet. The proposed building enhances the character of this area, as well as
significantly upgrading the character of the existing buildings.
Minimum Off-Street Parking: Pursuant to Tables 2-1202, 2-1203 and 2-1204 of the Community
Development Code, the minimum required parking for places of worship can range between 0.5 - 1 space
per two seats in the main assembly area, residential shelters is one space per each two residents and
social/public service agencies can range between 2 - 3 parking spaces per 1,000 square feet. When a site
is developed with two or more uses, the minimum number of required parking spaces is determined
through a shared use formula in Section 3-1405. Based on this shared use formula, a total of 84 parking
spaces are required for this site. The proposal includes a reduction to required parking from 84 to 43
spaces (application was advertised including a reduction to required parking from 122 to 43 spaces). There
are 27 existing parking spaces on-site, with the main parking area not meeting current Code design
standards. The proposal will provide a total of 43 parking spaces on-site (one at the accessory dwelling),
representing an increase of 16 spaces over the existing conditions, with parking designed to be compliant
with current Code design standards. The proposal also reduces in half the number of driveways on
Fairburn Avenue, eliminating one driveway and reconstructing the existing northern driveway to current
design standards. Sidewalks for the site frontage will also be constructed along Cedar Street and Otis C.
Green Drive.
The applicant has submitted a Parking Study for this application. This Parking Study analyzed the
existing and proposed conditions and has demonstrated the provided parking will adequately serve the
proposal. The church and the HEP offices/clinics operate at different hours. The office building
generally operates during normal business days and hours (Monday - Friday; 8 am - 5 pm), while the
church meets at night and on Sundays. The Parking Study demonstrates that adequate parking will be
available on-site for the normal, weekday office-type uses and the residential shelter. The parking
requirement is basically determined by that demand for the church primarily. While the total parking
requirement is 84 spaces, there are other church-owned and private property within 600 feet with 90 total
spaces available (including on-site) to meet the weekend requirement (27 spaces on the HEP thrift store
to the north and 20 spaces on the corner of Engman Street and Fairburn Avenue). Additionally, many
parishioners walk to the church from the neighborhood and adjacent shelters, as well as vans transport
parishioners, thereby reducing the parking demand. Many of the residents of the residential shelters do
not own vehicles. Based on this Parking Study, the requested parking reduction has been justified.
Mechanical Equipment: Pursuant to Section 3-201.D.l 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. The landscape plans indicate the planting of shrubs around these air condensers for screening.
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 Fairburn Avenue and Otis C. Green Drive, no structures
or landscaping may be installed which will obstruct views at a level between 30 inches above grade and
Community Development Board - May 20, 2008
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'..
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
involve 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.l of the Community Development Code, this site is required
a 15-foot wide landscape buffer along N. Betty Lane and a 10-foot wide landscape buffer along Cedar
Street, Fairburn Avenue and Otis C. Green Drive. The proposal includes a reduction to the landscape
buffer along Otis C. Green Drive from 10 to 8.25 feet (to existing pavement).
The proposal includes planting the perimeter buffer along Fairburn Avenue adjacent to the new
construction meeting Code requirements with shrubbery and trees. The east and south sides of the new
parking lot is being planted with shrubbery and trees adjacent to the parking lot to screen views from
view from N. Betty Lane and Cedar Street respectively. The perimeter buffer adjacent to the existing
parking lot on Otis C. Green Drive is being improved with shrubbery, groundcovers and trees where none
exists today, as well as the east side of the parking lot to screen views from N. Betty Lane. The interior
of the new parking lot will also be landscaped to meet Code requirements. This site has many existing
trees and a number of these existing trees are being preserved as part of this site design. Live oak,
magnolia, Chinese elm and crape myrtle trees are being planted on-site as part of the landscape design.
Besides the proposed trees, sandankwa viburnum, Indian hawthorn and dwarf wax myrtle shrubs will be
planted in the perimeter and interior landscape areas. Big blue lily turf (liriope) groundcover will also be
planted in the perimeter and interior landscape areas. The proposed on-site landscaping complies with
Code requirements. A Tree Preservation Plan prepared by a certified arborist, consulting arborist,
landscape architect or other specialist in the field of arboriculture must be submitted prior to the issuance
of any permits for this property.
Solid Waste: All solid waste for this site is taken off-site to central trash facilities for HEP properties.
The proposal has been found to be acceptable by the City's Solid Waste Department.
Signage: While no specific freestanding signage is proposed at this time for this new building for HEP,
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 and should be designed to match the exterior
materials and color of the building. This height limitation is based on the location of the new building on
Fairburn Avenue and the primarily residential character along this roadway. Any approval of this request
should be conditioned on such signage limitation. Attached signage will need to meet Code requirements
(the submitted building elevations indicate an attached sign on the northwest comer of the proposed
building).
Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the
subject property.
Community Development Board - May 20, 2008
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COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency
of the overnight accommodation use development proposal with the standards as per Section 2-1201.1
and Tables 2-1202, 2-1203 and 2-1204 of the Community Development Code:
Standard Proposed Consistent Inconsistent
Density 12.5 du/acre See mixed use calculation! X
Floor Area Ratio 0.55 See mixed use calculation! X
(FAR)
I.S.R. 0.85 0.47 X
Lot Area Places ofworshio - 20,000 sf; 87,500 X
Residential shelters - 10,000 sf;
Social/public service agencies - 10,000
- 20,000 sf
Lot Width 100 feet N. Betty Lane & Fairburn X
Avenue - 350 feet;
Cedar Street & Otis C.
Green Drive - 250 feet
Setbacks Front: 15 - 25 feet Fairburn Avenue - 10.18 feet X2
(to proposed building), 8.3
feet (to existing building)
and 20.5 feet (to proposed
pavement)
Otis C. Green Drive - 8.25
feet (to existing pavement)
N. Betty Lane - 20.3 feet (to
existing building)
Height 50 feet 35 feet (highest parapet X
above the finished floor of
the 1st floor of the bldg)
Off-Street Places of worship - 0.5 - ] space per 43 spaces X2
Parking two seats in the main assembly area;
Residential shelters - I space per each
two residents;
Social/public service agencies - 2 - 3
parking spaces per 1,000 square feet
(84 spaces based on shared parking
formula)
Mixed use calculation - Based on the existing/proposed nonresidential floor area of 26,921 square feet and the maximum density and FAR
listed above, a maximum of 13 dwelling units could be on this property. With the existing accessory dwelling and the 10-resident
residential shelter, these existing residential uses equal four dwelling units (less than the maximum number of dwelling units allowable).
See analysis in Staff Report
2
Community Development Board - May 20, 2008
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COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of
the development proposal with the Flexibility criteria as per Section 2-1204.A 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.
X
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 ofthe 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:
CJ Changes in horizontal building planes;
CJ Use of architectural details such as columns, cornices, stringcourses,
pilasters, porticos, balconies, railings, awnings, etc.;
CJ Variety in materials, colors and textures;
CJ Distinctive fenestration patterns;
CJ Building stepbacks; and
CJ Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape
design and appropriate distances between buildings.
Community Development Board - May 20, 2008
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COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The
following table depicts the consistency of the development proposal with the General Standards for Level
Two Approvals as per Section 3-913 of the Community Development Code:
Consistent Inconsistent
1. The proposed development of the land will be in harmony with the scale, bulk, X
coverage, density and character of adjacent properties in which it is located.
2. The proposed development will not hinder or discourage development and use of X
adjacent land and buildings or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety of persons X
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion. X
5. The proposed development is consistent with the community character of the X
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including X
visual, acoustic and olfactory and hours of operation impacts on adjacent properties.
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at its
meeting of April 3, 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 2.01 acres is located between N. Betty Lane (east) and Fairburn Avenue (west) and between Otis C.
Green Drive (north) and Cedar Street (south);
2. The property is currently developed with the Everybody's Tabernacle church on the northeast portion
of the property, a residential shelter on the northwest corner of the property, Homeless Emergency
Project (HEP) offices and clinics in a one-story building south of the residential shelter, an accessory
dwelling on the south side of the property, a gazebo, some small storage buildings and sheds and
parking areas on the north side accessed from Otis C. Green Drive and on the west central area
accessed from Fairburn Avenue. There are 27 existing parking spaces on-site within this block;
3. The proposal is to redevelop the site with a new, two-story, 10,015 square foot office building for the
Homeless Emergency Project (HEP). The proposed building will be located on the west central portion
of the site oriented toward Fairburn Avenue;
4. A new, 32-space parking lot complying with Code design requirements will be constructed between the
existing HEP offices and clinic building and this new building, wrapping into the center of the property;
5. With the exception of an 815 square-foot dental clinic that will remain, the existing HEP office area in
the one-story building north of the proposed building will be renovated to become accessory classroom
space for the church;
6. Based on a mixed-use calculation, the existing/proposed nonresidential floor area of 26,921 square
feet and the maximum allowable density and FAR, the number of existing dwelling units is less than
the maximum allowed;
7. The proposal includes reductions to the front (west) setback from Fairburn Avenue from 25 feet to
10.18 feet (to proposed building), 8.3 feet (to existing building) and 20.5 feet (to proposed pavement), a
reduction to the front (north) setback from Otis C. Green Drive from 25 feet to 8.25 feet (to existing
pavement) and a reduction to the front (east) setback from N. Betty Lane from 25 feet to 20.3 feet (to
existing building);
Community Development Board - May 20, 2008
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8. While the new building will be two stories in height and the existing on-site buildings along Fairburn
Avenue are one story in height, the IO.I8-foot front setback for the proposed building will be
consistent with the established character for this property (existing residential shelter is located at a
front setback of 8.6 feet and the existing HEP office building to the south of this residential shelter is
located with a front setback of 8.2 feet from the front property line along Fairburn Avenue);
9. The location of the proposed new building is partially determined by the existing location of the
church building and an access sidewalk and the Code minimum design standards for parking lots
(building design and building dimensions are the other factors);
10. The front (north) setback from Otis C. Green Drive to the existing parking lot reflects an existing
condition, however, excess pavement will be removed and landscaping will be installed to aid in
enhancing the visual aspect of this parking lot;
11. The proposed building will be two-story in height, with the top of the highest parapet 35 feet above
the finished floor of the first floor of the building, which is below the maximum height of 50 feet;
12. There are 27 existing parking spaces on-site, with the main parking area not meeting current Code
design standards;
13. Based on the shared use formula, a total of 84 parking spaces are required for this site;
14. The proposal includes a reduction to required parking from 84 to 43 spaces (application was advertised
including a reduction to required parking from 122 to 43 spaces), representing an increase of 16 spaces
over the existing conditions, with parking designed to be compliant with current Code design
standards;
15. The Parking Study demonstrates that adequate parking will be available on-site for the normal,
weekday office-type uses and the residential shelter, while there is other church-owned and private
property within 600 feet with 90 total spaces available (including on-site parking) to meet the
weekend requirement (27 spaces on the HEP thrift store to the north and 20 spaces on the corner of
Engman Street and Fairburn Avenue);
16. The proposal includes a reduction to the landscape buffer along Otis C. Green Drive from 10 to 8.25
feet (to existing pavement);
17. The proposal includes planting the perimeter buffer along Fairburn Avenue and Otis C. Green Drive
adjacent to the new construction and existing parking lot meeting Code requirements with shrubbery,
groundcover and trees, where the proposed on-site landscaping complies with Code requirements;
18. There are no outstanding Code Enforcement issues associated with the subject property.
Conclusions of Law:
1. That the development proposal is consistent with the Standards as per Section 2-1201.1 and Tables 2-
1202,2-1203 and 2-1204 of the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2-1204.A 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 the expansion of a "social/public service agency" in the Institutional (I) District by the
construction of a new, two-story, 10,015 square foot building for the Homeless Emergency Project (HEP) in
conjunction with other existing uses (place of worship, residential shelter and accessory dwelling) with
reductions to the front (west) setback from Fairburn Avenue from 25 feet to 10.18 feet (to proposed
building), 8.3 feet (to existing building) and 20.5 feet (to proposed pavement), a reduction to the front
(north) setback from Otis C. Green Drive from 25 feet to 8.25 feet (to existing pavement), a reduction to the
front (east) setback from N. Betty Lane from 25 feet to 20.3 feet (to existing building) and a reduction to
Community Development Board - May 20, 2008
FLD2008-03006 - Page 9 of 10
required parking from 84 to 43 spaces, as a Comprehensive Infill Redevelopment Project, under the
provisions of Section 2-1204.A, and a reduction to the landscape buffer along Otis C. Green Drive from 10
to 8.25 feet (to existing pavement), as a Comprehensive Landscape Program, under the provisions of
Section 3-1202.G, with the following conditions:
Conditions of Approval:
1. That the final design and color of the proposed social/public service agency building be consistent
with the conceptual elevations submitted to, or as modified by, the CDB;
2. That, prior to the issuance of any permits, a Declaration Of Unity of Title be recorded in the public
records tying all property on this block together;
3. 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;
4. That, prior to the issuance of the building permit, plans indicate underground utilities and
communication lines for the new building be underground;
5. That, prior to the issuance of any permits, a Tree Preservation Plan prepared by a certified arborist,
consulting arborist, landscape architect or other specialist in the field of arboriculture be submitted;
and
6. That, prior to the issuance of any permits, compliance with all requirements of General Engineering
and Stormwater Engineering be met.
Prepared by Planning Department Staff:
Wayne M.
A TIACHMENTS:
o Location Map
o Aerial Map
o Zoning Map
o Existing Surrounding Uses Map
o Photographs of Site and Vicinity
S:\P/anning DepartmentlC D BlFLEX (FLD)\Pending cases I Up for the next CDBIBetty N 1120 Homeless Emergency Project (I) - 5.20.08 CDB
- WWlBetty N 1120 Staff Report. doc
Community Development Board - May 20, 2008
FLD2008-03006 - Page 10 of 10
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LOCATION MAP
Owner:
Everybody's Tabernacle Inc.
Case:
FLD2008-03006
Site:
1120 N. Betty Lane
Property
Size(Acres):
2.01
PINS:
10/29/15/26550/006/0010
10/29/15/26550/006/0020
10/29/15/26550/006/0040
10/29/15/26550/006/0060
10/29/15/26550/006/0110
269B
Atlas Page:
AERIAL MAP
Site:
1120 N. Betty Lane
I Case:
Property
Size(Acres):
FLD2008-03006
Owner:
Everybody's Tabernacle Inc.
2.01
PINS:
10/29/15/26550/006/0010
10/29/15/26550/006/0020
10/29/15/26550/006/0040
10/29/15/26550/006/0060
10/29/15/26550/006/0110
269B
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ZONING MAP
Owner:
Everybody's Tabernacle Inc.
Case:
FLD2008-03006
Site:
1120 N. Betty Lane
Property
Size(Acres):
2.01
PINS:
10/29/15/26550/006/0010
10/29/15/26550/006/0020
10/29/15/26550/006/0040
10/29/15/26550/006/0060
10/29/15/26550/006/0110
269B
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EXISTING SURROUNDING USES MAP
Everybody's Tabernacle Inc.
1120 N. Betty Lane
Case:
FLD2008-03006
Property
Size(Acres):
PINS:
2.01
10/29/15/26550/006/0010
10/29/15/26550/006/0020
10/29/15/26550/006/0040
10/29/15/26550/006/0060
10/29/15/26550/006/0110
269B
Atlas Page:
-
View looking northeast along Fairburn Ave. from
Cedar St. at west side of the subject property
...... ..:
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View looking east at the detached dwelling on the
south side of the subject property
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View looking west from N. Betty Ln. at the church
building on the subject property
1120 N. Betty Lane
FLD2008-03006 .
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View looking southeast along Fairburn Ave. from
Otis C. Green Dr. at west side of the subj!ct properl
...
View looking south from Otis C. Green Dr. at the
parking lot on the subject property (church building
in the background)
Page 1 of 2
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1120 N. Betty Lane
FLD2008-03006
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View looking north at HEP residential shelter at
1200 N. Betty Ln north of the subject property
Page 2 of 2
April 14, 2008
Robert Tefft, Planner III
City of Clearwater
100 S. Myrtle Street
Clearwater, FL 33756
RE: FLD2008-03006 - - 1120 N. BETTY LN.
Dear Mr. Tefft:
Please see the comments below in response to the above referenced project.
GENERAL ENGINEERING
1. Prior to the issuance of a Building Permit:
1. Applicant shall obtain a City of Clearwater right-of-way permit
for proposed driveway.
i. Acknowledged
2. Show on the site plan new 4-foot wide sidewalk to be constructed
along Cedar Street and Otis C. Green Dr. (Community
Development Code Sections 3-1701 and 3-1907 and Clearwater
Contract Specifications and Standards, Article 30).
i. A 4 foot sidewalk has been added to Otis T. Green & Cedar
Street.
3. Provide a note or dimension on the plan indicating that the Fire
Department Connection (FDC) shall be installed at least IS-feet
from the face of building.
i. On sheet C5, the FDC call-out has been revised to state
"....FDC location to be installed 15 'feetfromface of
building... "
4. Applicant shall provide a separate tap on the city water main for
domestic water service to the building.
i. The Utility Plan has been revised to include two separate taps
for fire and domestic water.
5. Applicant shall avoid making a sanitary sewer connection to
manhole. City atlas indicates existing sewer laterals are available
to make this connection.
i. On sheet C5, the sanitary sewer connection has been revised so
that it connects to the existing sewer lateral, located on the
north side of Fair Burn Avenue.
6. Show on the plan a double sweep clean-out for the sanitary sewer
lateral and include Clearwater Contract Specifications and
Standards Detail # 305, pg. 1/3 on the plans.
i. The Utility plan has been revised to include a clean-out (c.o.)
in the right-oi-way. Also, Clearwater Standard Detail #305 has
been added to sheet C8.
7. Applicant shall pay all applicable sewer and water impact fees.
i. Acknowledged
8. Turning radii at all driveways shall be a minimum of 30 feet per
City of Clearwater Contract Specifications and Standards index #
108.
i. Turning radii at the driveways have been revised to 30 feet and
adheres to Clearwater Index #108.
9. Parking lot shall be improved with a permanent all-weather
paving material which is graded to drain stormwater.
(Community Development Code Sec. 3-1403 A.) Note: An
exception to this requirement may be approved by the Community
Development Coordinator per C.D.C. Section 3-1403 B.
i. Proposed concrete pavers have been used within city limits on
many prior construction projects and examples will be
provided to staff to ensure acceptance.
2. Prior to issuance of a Certificate of Occupancy:
1. Applicant shall submit 5 sets of as-built drawings that are signed
and sealed by a professional registered in the State of Florida. The
Construction Services Inspector will field inspect as-built
drawings for accuracy.
i. Acknowledged
2. Applicant shall bring all substandard sidewalks and sidewalk
ramps adjacent to or a part of the project up to standard,
including A.D.A. (Truncated domes per D.O.T. Index # 304.)
i. All intersection sidewalks shall be upgraded so that there will
be truncated domes per FDOT index #304.
General Note: If the proposed project necessitates infrastructure modifications to
satisfy site-specific water capacity and pressure requirements and/or wastewater
capacity requirements, the modifications shall be completed by the applicant and
at their expense. If underground water mains and hydrants are to be installed, the
installation shall be completed and in service prior to construction in accordance
with Fire Department requirements.
General Note: DRC review is a prerequisite for Building Permit Review;
additional comments may be forthcoming upon submittal of a Building Permit
Application.
ENVIRONMENTAL:
1. Prior to building permit:
An Asbestos Survey is usually required prior to conducting any interior
or exterior renovations or building demolitions. Please contact Mickey
Crane at Pinellas County Air Quality (464-4422) for further information.
i. Acknowledged
LAND RESOURCE:
1. The tree survey is incomplete, all trees, with their actual canopies and
sizes, within 25' of the proposed work must be shown on all plan sheets
prior to CDB. Additional comments may be forthcoming once this data is
received and reviewed.
a. The survey has been revised to include the proper tree canopy and
drip-lines per the Tree Inventory.
2. The tree inventory is incomplete; all trees within 25' of all proposed work
received and reviewed.
a. The Tree Inventory has been revised and is attached
3. The Inventory sheet shows 11+/- trees that were removed. No records
appear for their removal. Address prior to building permit.
a. The Demolition Tree Removal Calculation Table has been revised to
show all trees removed within the subject property lines.
4. Remove all # 2 and below rated trees, see arborist report. Modify all
plans prior to CDB.
a. All trees rated with a 2 or below have been removed from the plans.
5. Provide a Tree Preservation Plan prepared by a certified arborist,
consulting arborist, landscape architect or other specialist in the field of
arboriculture. This plan must show how the proposed building, parking,
stormwater and utilities impact the critical root zones (drip lines) of trees
to be preserved and how you propose to address these impacts i.e.; crown
elevating, root pruning and/or root aeration systems. Other data required
on this plan must show the trees canopy line, actual tree barricade limits
(2/3 of the drip line and/or in the root prune lines if required), and the
tree barricade detail And any other pertinent information relating to
tree preservation.
a. Tree preservation plan is included on Sheet C3 of civil drawings.
LANDSCAPING:
1. Sheets C4, C5 and C8 - For the parking area off Otis C. Green Drive,
remove the excess pavement north of the parking spaces on each side of
the driveway, curb the north edge of the parking area on each side of the
driveway and improve the landscaping of this parking area on each side
of the driveway in the perimeter buffer with shrubs and trees and
improve the east side of this parking area with shrubs and trees.
a. Parking area is now shown designed to city standards.
It also appears, based on the submitted plans, that the pavement for this
parking area can accommodate six spaces on each side, which would increase
the provided parking. Advise.
b. Since there are sight visibility and ingress/egrees radii requirements
there is only room for 10 parking stalls.
2. Sheet C7 - Revise Irrigation Notes to indicate City of Clearwater (Not
County or Pasco County). Note # 3 - The City does not issue an irrigation
permit, so the City does not review the shop drawings (especially before
the development order).
a. Clearwater Index #906, General Irrigation and Landscaping notes
have been added to sheet C7.
3. Sheet C8 - Plan indicates a five-foot perimeter landscape buffer along
each frontage. Per Section 3 -1202.D.I and the comprehensive Plan, N.
Betty Lane is a Collector Street, which requires a 15-foot perimeter
landscape buffer. The other street frontages (Local Streets) require a 10-
foot perimeter landscape buffer. Revise to indicate the proper required
buffer width.
a. The landscape plan has been revised to include a 15 foot perimeter
buffer along North Betty Lane and a 10 foot buffer along all other
frontages.
This same section requires one tree per 35 feet of frontage and 100%
coverage with shrubs. Unclear why PTV on west side of building and VS at
northwest corner and east side of proposed parking lot are shown with a five-
foot width dimension. Revise to show conformance with Code requirements.
The Tree planting schedule has been revised to include the property shrub
installation height and planting schedule.
4. Sheet C8 - Plan indicates a light pole in the interior landscape island on
the east side of the parking lot and in the terminal landscape island at the
northeast comer of the proposed building. The landscape plan indicates
shade trees being planted within each of these landscape islands.
Architectural photometrics plan (not submitted at this time) will not take
into account the future growth of the shade tree canopy, which will shade
out the lights unless the light poles are 12-foot or less in height. This
conflict needs to be resolved, either by specifying a short light pole or
relocating the light poles to other locations that will not conflict with the
future tree canopy.
a. The light pole locations have been revised to include
5. Sheet C8 - The terminal landscape island in the northeast comer of the
proposed parking lot indicates two QV to be planted. These trees should
be planted 30-35 feet apart to allow for proper growth of the trees.
Remove one QV tree from this island.
a. The two Quercus Virginian's have been removed and replaced with
understory trees due to overhead lines.
There also appears overhead utilities running across this island between
existing buildings. Shade trees will grow into these overhead utilities,
requiring future "scalping" of the tree branches to remove the conflict.
Should be planting two accent trees instead of one shade tree due to this
conflict, unless the overhead line is placed underground.
6. Sheet C8 - Revise for the following:
a. Unclear why the VS are specked at six-foot tall at time of planting.
Code only requires a minimum height of 18-24" in height at time
of planting for perimeter buffers;
i. The tree planting table has been revised to include the proper
height for shrubs.
b. Need to provide a height and spacing for RI; and All shade trees
specified are at 4" caliper and 12' tall. Code requires these trees to
only be at 2.5" caliper and 10' tall at time of planting. Experience
has shown the smaller (Code minimum size) survive better.
Recommend planting smaller, Code-sized trees.
i. The planting table has been revised to include the property
tree, shrub and ground cover planting height and caliper.
PARKS AND RECREATION:
1. No issues - commercial project- addition to buildingfootprint only 9%.
STORMWATER:
1. The following shall be addressed prior to Community Development Board:
1. It appears that the outfall pipe conflicts with the electric pole on
Betty Lane. Describe on a revised plan how this conflict will be
resolved.
i. The grading plan has been revised so that there are no
conflicts between the existing pole and proposed outfall
conveyance system.
The following shall be addressed at building permit application.
1. Provide a copy of the approved Pinellas County permit to tie into
their stormwater system.
a. The Pine lias County permit will be submitted under separate
cover.
2. Provide a copy of the approved SWFWMD permit.
a. A copy of the SWFWMD permit will be submitted under
separate cover.
3. Proposed rmished floor elevation shall be at the minimum of 1 '
above crown of the road. (Community Development Code Sec.
47.005(1)(a).
a. The finish floor elevation has been revised so that it is 1 foot
above the centerline of the road.
4. Provide a DRC approved drainage report along with the on-site
stormwater facilities maintenance plan.
a. Acknowledged.
5. Skimmer's top elevation shall be set at the grate elevation, 17.00 to
allow 6" of freeboard and provide a skimmer's detail.
a. The skimmer elevation has been revised on sheet C6. Also, an
aluminum skimmer detail has been added to the plans.
6. Provide details for storm sewer structures Dl, D2, and mitered
end section.
a. On sheet C5, a mitered end section and Type "D" inlet detail
has been added to the plans.
7. Grading plan shall show the survey data of the existing storm
pipes and manhole that the pond ties into. Shows invert elevation
of the outfall pipe at the connection point.
a. The survey has been revised to show the invert elevation of the
outfall pipe at the connection point.
General Note:
1. DRC review is a prerequisite for Building Permit Review;
additional comments may be forthcoming upon submittal of a
Building Permit Application.
a. Acknowledged
SOLID WASTE:
1. That dumpster service be arranged with the Solid Waste Department
prior to the issuance of an occupational license or certificate of
occupancy. Please contact Tom Glenn - 727-562-4930. Please indicate
where garbage will be disposed at (what dumpster) will need approval by
Director of Solid Waste.
a. Dumpster service has been arranged with Solid Waste Department.
PLANNING:
1. Condition of approval to be included in the Staff Report:
That prior to the issuance of any permits, a Declaration of Unity of Title be
recorded in the public records:
a. Acknowledged
2. While it is understood that you are adding a new building and redoing
parking, revise the line weight for all existing improvements to be black,
not grey. Cannot read what else exists on the site.
a. Existing conditions have been made darker on plan set.
3. Sheet Cl -Is there a real need for the addresses of 1212 & 1215 North
Betty Lane at the top of the sheet? It appears confusing as to the project
location of 1120 North Betty Lane. Recommend removing the top
addresses.
a. Sheet C1 has been revised to only include the address 1120 North
Betty Lane.
4. Per Section 3-1406.B and the number of the parking spaces in the new
parking lot, there must be a minimum stacking space of 20 feet from the
front property line to the first parking space (only 19.5 feet provided).
Per Section 3-1406.B.6, the length of the stacking space may be reduced
when supported by a traffic study (specific to this requirement; not a
Traffic Impact Study per Section K on the application form).
a. Distance from property line to first parking space is now 20.5 '.
5. Concern - Unclear as to use of the room inside the double doors on the
east side of the building right at the handicap spaces and whether it must
be handicap accessible, as these doors open onto the handicap ramp.
a. The rooms inside the double doors are for mechanical purposes and
are labeled as such.
6. Provided parking of 47 spaces includes five spaces at the accessory
dwelling, which are stacked in deference to Code requirements. Parking
Study only indicates 43 spaces being provided, which only provides for
one parking space (as required) at the accessory dwelling. Revise plan on
Sheet C4 to remove the "cars" at the accessory dwelling and only indicate
one space provided at this location, as well as revise the Site Data Table to
reflect 43 spaces provided to be consistent with the submitted parking
study.
a. Plans have been revised as requested and now match parking study as
43 spaces are proposed
7. Sheet C4 - Remove the "cars" from the parking lot off Otis C. Green
Drive and rather show striping and the number of spaces in each row.
a. The cars have been removed from the parking area along Otis C.
Green and restriped and numbered
8. Per Section 3-911, utilities (electric and communication lines) for this new
building must be underground.
a. On the utility plan, note number 18 has been added to the plans.
9. Concerned with Stormwater Engineering condition # 3 requiring a FFE
of one-foot above the crown of the road prior to BCP. Since the centerline
grade elevation directly west of the building is 19.23 feet, adding the one
foot would put the FFE at 20.23 minimum. Proposed FFE is 20.00.
Concern is that if you have to increase the FFE, then you also need to
address regrading the proposed sidewalks and parking lot, which should
be shown now prior to CDB so that we can access impacts of this change
at this time.
a. The finish floor elevation has been revised to 21.00.
10. Sheet C5 - Legend for "Open Cut and Pavement Repair" shading looks like
the shadingfor concrete. Should it be a crosshatch as shown in Fairburn Ave?
Also remove one "Pavement".
a. The open cut and pavement repair hatch in the legend has been
revised to properly depict the drawing.
11. Don't understand why photographs are part of the survey (Sheet 2 of 2).
But, if the photographs are going to be part of the survey, there should be
some indication or description under each photo what we are looking at
and the photograph number should be shown on Sheet 1 of 2.
a. Photo locations are indicated on the survey.
12. Elevations - The west, east and north elevations indicate a "splayed
elevation" . If these are intended to indicate the rendered perspective
drawings at the bottom of the sheet, then place a number on each
elevation that corresponds to a perspective drawing (correspondingly
number the perspective drawings). It is suggested to also change the
language from "splayed elevation" to "perspective drawing #X" to better
mean what is depicted.
a. Elevations have been adjusted as requested.
13. On page 7 of the newest application form, applicant at the DRC meeting
must initial the case rIle for the foUowing:
Acknowledgement of fIre flow calculationslwater study requirements
(Applicant must initial one of the foUowing):
_Fire flow calculationslwater study is included.
_Fire flow calculationslwater study is not required.
a. Section has been initialed
14. Revise Attachment B for Description of Request to that indicated by staff.
Note: No height increase is necessary as the maximum height by Code is
50 feet.
a. Attachment B has been revised
15. Response to General Applicability criteria # 1 - Second sentence in the
third paragraph - isn't the school to the west, not east?
a. Yes. Sentence has been revised .
16. Response to General Applicability criteria # 4 -
a. The second sentence is unclear as to the new driveway onto
Fairburn Avenue and the second part of the sentence relating to
the other streets; and
a. Language has been changed to be more clear.
b. Change LaSalle Street to Otis C. Green Drive.
a. Street name has been changed
17. Response to Comprehensive IntUI Redevelopment Project criteria # 1
a. Response needs to address the reductions listed by staff, including
parking;
a. Reductions including parking are now listed.
b. There is no height increase;
a. Acknowledged
c. When discussing the setback reduction from Fairburn Avenue to
the building, if you are equating an existing five-foot setback for
pavement to a proposed 10-foot setback for a two-story building as
an improvement for this site, the two are not equal. Suggest
rethinking such reasoning; and
a. Noted, language has been changed
d. Response needs to address the criteria of HOW the "development
or redevelopment is otherwise impractical" without the deviations
requested.
a. Response has been revised to include "HOW" development would be
impractical.
18. Response to comprehensive Inf'ill Redevelopment Project criteria # 2 -
Need to address HOW, in detail, this proposal is in compliance with the
criteria, not merely restating the criteria as the response.
a. See above response..
19. Response to Comprehensive Inf'ill Redevelopment Project criteria # 4 -
a. The site we are dealing with is the entire block between N. Betty
LanelFairburn Avenue and Cedar Street/Otis C. Green Drive.
Unclear what is meant by "The adjoining properties will be
enhanced with the architectural and landscape upgrades";
a. Language has been changed to be more clear.
b. Unclear as to the relevance of the last sentence to this proposal.
a. Language has been changed to be more clear.
20. Response to Comprehensive InfiIl Redevelopment Project criteria # 5 -
The response needs to address the first part of the criteria: "The
proposed use shall otherwise be permitted by the underlying future land
use category, be compatible with adjacent land uses, will not substantially
alter the essential use characteristics of the neighborhood;"
The criteria goes on to say" and shall demonstrate compliance with one
or more ofthe following objectives". You do not have to meet ALL of the
objectives.
a. Acknowledged
21. Response to Comprehensive InOO Redevelopment Project criteria # 6 -
a. Response needs to address the reductions listed by staff, including
parking. There is no height increase. When discussing the setback
reduction from Fairburn Avenue to the building, if you are
equating an existing five-foot setback for pavement to a proposed
10-foot setback for a two-story building as an improvement for
this site, the two are not equal. Suggest rethinking such reasoning:
a. Acknowledged.
b. There are no design guidelines adopted for this area of the City;
a. Acknowledged
d.l. Add to the end of the element statement "plane". Response is
unclear as to what is meant by "significant undulations on all sides of
the building". Response needs to better articulate the changes to
horizontal building plane;
a. Language has been revised to be more clear.
d.2. Change "overhand" to "overhang", however, it is unclear where
such overhang occurs. What I see is the first floor wall and entrance
(only one entrance is apparent) is recessed from the vertical plane
created by the columns and the second floor, which creates such
"overhang". You don't talk. about the nonlinear or "non-normal"
window pattern design providing visual interest;
a. Language has been revised to be more clear.
d.5. There are no building step backs; and
a. Acknowledged
c. The required 10-foot perimeter buffer is being provided for this
new building and parking lot (not 9 feet). The distance between
the proposed building and the accessory dwelling is 20 feet (the
9.31 feet is a distance between the proposed parking lot [not a
building] and the accessory dwelling). There is approximately 50
feet between the proposed building and the existing social services
building to the north (not 65 feet).
a. Acknowledged
22. It is my recollection from the BPRC meeting prior to submitting this
application that a portion of the existing social services building to the
north of the proposed building was going to be vacated by the social
services and converted for solely church functioning. Nowhere in the
application material, except in the parking study, is this change to the
sitelbuildings discussed. Suggest that Attachment B be expanded to a
Project Narrative that discusses the existing uses/improvements and the
proposed changes, including a description of the reductions requested.
a. Attachment B has been adjusted to include these changes.
23. Parking Study -
a. Project Location map needs to include the entire block between N.
Betty LanelFairburn Avenue and Cedar Street/Otis C. Green
Drive;
a. Location map is now included
b. The southern area being added in contains an accessory dwelling
with one parking space;
a. One space is now shown and accounted for.
c. Section 3-1405 requires all five columns to be evaluated. It would
appear that on the weekend between 9am and 4pm that the
required shared parking is for a place of worship -100% (75%
spaces), the shelter - 80% (4 spaces) and the office - 10% (1
space) for a total of 80 spaces. This is not calculated and reported
properly. Discussion at the BPRC meeting included how other
HEP properties (thrift store) are not open on Sunday and provides
additional off-street parking within "x" distance of the subject
property. There was also discussion regarding how clients and
parishoners access the subject property (bus or walking), which is
not discussed. It would appear that the requested reduction to
parking is really from 80 spaces to the 43 spaces provided, but
justified by other close by HEP property parking; and
a. Numbers are now calculated and reported as requested
d. The aerial map needs to include the entire block between N. Betty
LanelFairburn Avenue and Cedar Street/Otis C. Green Drive.
a. Aerial now included entire block
Thank1~~U, f7!
/
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%th Zayac & Associates, Inc.
April 30, 2008
W ayne Wells, AICP
City of Clearwater
100 S. Myrtle Street
ClealWater, FL 33756
RE: FLD2008-03006 - - 1120 N. BETTY LANE
Dear Wayne:
Please see the comments below in response to the above referenced project.
Zoning
1. It is stated that the plans were darkened If it was, I can 't see it. The purpose
of the request is that the existing improvements will not scan into the
computer for recordkeeping purposes. In essence, only the dark lines will be
seen in the future, as if the new building and the two parking lots are the only
improvements on this site, which is wrong. Please darken the existing
improvements so they can be seen and will scan into the computer for
recordkeeping purposes.
a. The existing improvements on the site, utility, grading and
landscape plan has been darkened and should scan into the
computer.
2. There are discrepancies regarding parking calculations and square footages
used in the parking calculations.
a. Sheet C4 indicates a total of 122 parking spaces required Page 1 of
the parking study indicates the shared parking calculation requires 80
parking spaces. Appendix A of the Parking Study indicates the shared
parking calculation requires 82 parking spaces. It would appear,
based on Appendix A, that the required parking is 82 spaces, from
which a reduction is requested
i. The parking spaces required on sheet C4 has been revised
to match the parking study.
b. The parking study indicates the residential shelter is for 10 residents,
while General Site Note # 10 on sheet C4 indicates seven residents. To
my knowledge, the 10 residents is the correct number of residents.
i. On sheet C4 the parking required calculation note has been
revised to state, "see parking study for calculation" to avoid
any further confusion.
c. General Site Note # 10 on Sheet C4 indicates 13,965 sf of social
services (offices) for the parking calculation. The proposed new
building is 10,015 sf It is my recollection that not all of the HEP
services in the existing buildings will be relocated to new building, but
that some portion will be retained in the existing building (3,950 sf ?)
If the total social services (HEP) will be 13,965 sf, then the parking
study needs to indicate in the methodology section on Page 1 the
13,965 sf in the written material and in the table. If my recollection is
incorrect and all HEP services will be relocated to the new building
and the existing buildings returned to solely church functions, then the
parking study needs to reflect the 10,015 sf in the methodology and
table on Page 1.
i. See previous response.
d. The shared parking tables on Page 1 and in Appendix A do not reflect
correct numbers of required parking.]
i. Parking tables have been revised as per conversation with
Wayne Wells.
Revise the following:
a. The parking study to indicate the appropriate parking space requirement on
Page 1 (shared parking table and in the written material);
a. Appropriate requirement has been adjusted per conversation with
Wayne Wells.
b. General Note # 10 on sheet C4 to indicate 10 residents, with a required
parking of 5 spaces;
a. See response #2(a).
c. General Note # 10 on sheet C4 to indicate the proper square footage of social
service (office) floor area;
a. See response #2(a)
d. General Note # 10 on sheet C4 to indicate the proper total number of parking
spaces required. There should be a note as part of this Note that the shared
parking calculation included in the parking study is to be used as the required
parking requirement (x number of spaces)
a. See response #2(a)
e. The parking study needs to reflect the accessory dwelling with the one space
requirement;
a. Parking study now reflects this number.
f The parlring study needs to reflect the proper square footage of social service
(offices) related to HEP;
a. Proper square footage has been added.
g. In the parking study, the table on page 1 and in Appendix A needs to indicate
in the "Day 9am to 4pm)"for "weekday" a parking requirementfor place of
Worship of 15 spaces (20% of total; cannot be "0" as indicated);
a. This has been revised as per conversation with Wayne Wells.
h. Revise the shared parking table on page 1 and in Appendix A to reflect correct
required parking numbers based on the % of the total and the proper square
footage.
a. This has been revised per proper square footages.
Bottom line is that for the Staff Report I need proper number of parking spaces
required I have advertised a reduction from 122 to 43 spaces, but can reduce in
the Staff Report the real required number down to what the calculation really is
and provide appropriate reasoning as to the change from that advertised
a. Acknowledged.
3. Am I to assume that the Stormwater Narrative and calculations submitted on
March 12, 2008, are still correct and should be carried forward ( I have the
original 3/12/08 document), as no new narrative and calculations were
submitted?
a. The Stormwater Narrative and calculations will not change per
the submittal.
4. There have been no new 8.5" x 11" reduced copies of the site and landscape
plans submitted Need 15 copies of the 8.5" x 11" reduced copies of the site
and landscape plans. The 8.5" x 11" reduced copies of the building elevations
(14 packages) are black and white and no colored large sheets were submitted
(only black and white). Need either the large colored sheet or the 8.5" x 11"
reduced, colored copies of the building elevations submitted for the 14
packages.
a. Enclosed are 15 reduced copies of the site and landscape plan with
one in color.
Landscaping
1. Sheet C7 - Enlarge Irrigation Notes and General Landscape Notes. They are
too small to read
a. On sheet C7 the landscape and irrigation notes have been enlarged
and are now legible.
2. Sheet C8 - Revise to indicate the following for the existing parking lot on Otis
C. Green Drive:
a. VS Shrubs as part of the front buffer west of the driveway;
i. The Viburnum Suspensum has been revised to be on the
front of the west side of the improved parking area.
b. Also, both sides of this driveway, revise to have the VS shrubs adjacent
to the parking spaces, with the LM groundcover in front;
i. The landscape plan has been revised to include Viburnum
Suspensum and Liriope Muscari in front of the shrubs.
c. Include as part of this buffer on both sides of the driveway a shade tree
outside of the visibility triangle.
i. Three shade trees have been added to the improved
parking area and will be planted outside the required sight
visibility triangles.
3. Sheets C4 & C8-Interior Landscape Calculation-If there is 10,808 sfof
vehicular use area (VUA), then the required interior landscape area is 1,081
sf(10% ofVAU}. Unclear of the 6,972.00 sfnumber in the calculation. Revise.
a. On sheets C4 and C8 the interior landscape calculation has been
revised to include the proper vehicular use area (VUA. As well as
the interior landscaping required and provided.
4. Sheet C8 - Revise for the following:
a. Plant list indicates 8 QV; plan only indicates 6 QV
i. The plant list table has been revised to include the proper
number of planted species.
b. VS is shown on the south side of the new building going through/over
the alc units. Revise to go around, not through/over.
i. The Viburnum Suspensum along the south side of the
proposed office building has been revised so that they do
not go through the A/C units.
Thank "'f/u,
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Ja~(m Boyd I
K~ith Zayac & Associates, Inc.
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:
~ Clearwater
)it
J4
;i.
f
SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and
application are required to be collated, stapled, and folded into sets
SUBMIT FIRE PREll MARY SITE PLAN: $200.00 j>A-.I..b
SUBMIT APPLICATION FEE $ ,"':>A:::&A
* NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project
(Revised 04/24/2007)
~PLEASE TYPE OR PRINT~
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPLICANT NAME: Everybody's Tabernacle Inc. & Homeless Emergency Project, Inc.
---
MAILING ADDRESS: 1120 North Betty Lane, Clearwater, FL 33755
PHONE NUMBER: 727-442-9041 FAX NUMBER:
------~---_._----._--~~-
CELL NUMBER EMAIL:
.-
PROPERTY OWNER(S): Everybody's Tabernacle Inc.
--
List ALL owners on the deed
AGENT NAME: _~~ith E. Zayac, P.E., RLA
-..--- --
MAILING ADDRESS: 701 Enterprise Road East, Ste 404, Safety Harbor, FL 34695
PHONE NUMBER: 727-793-9888 FAX NUMBER: 727 -793-9855
CELL NUMBER: EMAIL: keith~eithzayac.com
- ---
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
PROJECT NAME: HEP Service Facility____~ PROJECT VALUATION: $1.2 Million
STREET ADDRESS 1120 North Betty Lane, Clearwater, Fl33755
10-29-15-26550-006-0110; 10-29-15-26550-006-0060; 10-29-15-26550-006-0040;
10-29-15-26550-006-0020; 10-29-15-26550-006-0010
2.009 PARCEL SIZE (square feet): 87,500
See Attachment A
PARCEL NUMBER(S):
-~
PARCEL SIZE (acres):
LEGAL DESCRIPTION:
PROPOSED USE(S):
2- story, 10,015 sf SociallPublic Service Agency and 43 parking spaces
DESCRIPTION OF REQUEST:
Specifically identify the request
(include number of units or square
footage of non-residential use and all
requested code deviations; e.g.
See Attachment B
--
I:\HEP Service Facility\Permits\City of Clearwater\Comprehensive Infill Project (FLD) Q4-24-07.doc
Page 1 of 8
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIl
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO -1L- (if yes, attach a copy of the applicable documents)
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
~ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 7)
D. WRITTEN SUBMmAL REQUIREMENTS: (Code Section 3-913.A)
)( Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail:
1. The proposed development of the land will be in hannony with the scale, bulk, coverage, density and character of adjacent properties in which it
is located.
See Attachment C
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly
impair the value thereof.
See Attachment C
3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use.
See Attachment C
4. The proposed development is designed to minimize traffic congestion.
See Attachment C
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
See Attachment C
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on
adjacent properties.
See Attachment C
I:\HEP Service Facility\Pennits\City of Clearwater\Comprehensive Infill Project (FLD) 04-24-07.doc
Page 3 of8
WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)
A
1.
Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is
achieved, in detail:
The development or redevelopment is otherwise impractical without deviations from the use andlor development standards set forth in this
zoning district.
See Attachment D
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
See Attachment D
3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties.
See Attachment D
4. Adjoining properties will not suffer substantial detriment as a result of the proposed development.
See Attachment D
5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not
substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following
objectives:
a. The proposed use is permitted in this zoning district as a 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
1. The proposed use provides for the development of a new andlor preservation of a working waterfront use.
See Attachment D
6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of
the following design objectives:
a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses
permitted in this zoning district;
b. The proposed development complies with applicable design guidelines adopted by the City;
c. The design, scale and intensity of the proposed development supports the established or emerging character of an area;
d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of
the following design elements:
o Changes in horizontal building planes;
o Use of architectural details such as columns, comices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.;
o Variety in materials, colors and textures;
o Distinctive fenestration pattems;
o Building stepbacks; and
o Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings.
See Attachment D
I:\HEP Service Facility\Permits\City of Clearwater\Comprehensive Infill Project (FLD) 04-24-07.doc
Page 4 of 8
E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria
Manual and 4-202.A.21)
,
A STORMWA TER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition
or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of
Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement.
o
If a plan is not required, the narrative shall provide an explanation as to why the site is exempt.
~
~
,.
f:/.
~
If
~
At a minimum, the STORMWATER PLAN shall include the following;
Existing topography extending 50 feet beyond all property lines;
PropOsed grading including finished floor elevations of all structures;
All adjacent streets and municipal storm systems;
Proposed stormwater detentionlretention area including top of bank, toe of slope and outlet control structure;
A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with
the City manual.
Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure;
Signature and seal of Florida Registered Professional Engineer on all plans and calculations.
COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT
SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable
ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following):
~Stormwater plan as noted above is included
Stormwater plan is not required and explanation narrative is attached. At a minimum, 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 questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750.
F . SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A)
]A
~
J(
)(
!II
SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies;
TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,
including drip lines and indicating trees to be removed) - please design around the existing trees;
TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of
such trees;
LOCAtiON MAP OF THE PROPERTY;
PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces).
Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and
shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not
deviations to the parking standards are approved;
ft
GRADING PLAN, as applicable;
o
PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided);
COPY OF RECORDED PLAT, as applicable;
o
I:\HEP Service Facility\Permits\City of Clearwater\Comprehensive Infill Project (FLD) 04-24-07.doc
Page 5 of 8
G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
~ SITE PLAN with the following information (not to exceed 24" x 36"):
Index sheet referencing individual sheets included in package;
North arrow;
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
All dimensions;
Footprint and size of all EXISTING buildings and structures;
Footprint and size of all PROPOSED buildings and structures;
All required setbacks;
All existing and proposed points of access;
All required sight triangles;
Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including
description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements;
Location of all street rights-of-way within and adjacent to the site;
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
All parKing spaces, driveways, loading areas and vehicular use areas;
Depiction by shading or crosshatching of all required parKing lot interior landscaped areas;
Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening
{per Section 3-201 (D)(i) and Index #701};
Location of all landscape material;
Location of all onsite and offsite storm-water management facilities;
Location of all outdoor lighting fixtures; and
Location of all existing and proposed sidewalks.
Ii SITE DATA TABLE for existing, required, and proposed development, in writtenltabular form:
Land area in square feet and acres;
Number of EXISTING dwelling units;
Number of PROPOSED dwelling units;
Gross floor area devoted to each use;
ParKing spaces: total number, presented in tabular form with the
number of required spaces;
Total paved area, including all paved parKing spaces & driveways,
expressed in square feet & percentage of the paved vehicular area;
Official records book and page numbers of all existing utility
easement;
Building and structure heights;
Impermeable surface ratio (I.S.R.); and
Floor area ratio (FAR.) for all nonresidential uses.
EXISTING
87,500sf, 2.1 Oac
1
REQUIRED
20,000sf,0.46ac
n1a
nla
PROPOSED
87 ,500sf,2.1 Oac
See sheet C4
1
See sheet C4
30
122
*" 4.3
23,779 sf
74,375 sf max.
21,986 sf
nla
23.5 ft
0.48
0.17
.a&ft- So f'T
0.85 max
0.65
nla
35 ft
0.47
0.29
J( REDUCED COLOR SITE PLAN to scale (8 Y:z X 11);
~ FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan:
One-foot contours or spot elevations on site;
Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
I:\HEP Service Facility\Permits\City of Clearwater\Comprehensive Infill Project (FLD) 04-24-D7.doc
Page 6 of 8
H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
" LANDSCAPE PLAN with the following infonnation (not to exceed 24" x 36"):
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles;
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required
tree survey);
Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant
schedule;
Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all
existing and proposed landscape materials, including botanical and common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes.
1J REDUCED COLOR LANDSCAPE PLAN to scale (8 ~ X 11);
o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape
Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met.
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
fi BUILDING ELEVATION DRAWINGS - with the following infonnation;
All sides of all buildings;
Dimensioned;
Colors (provide one full sized set of colored elevations);
Materials;
Sight visibility triangles;
fA REDUCED BUILDING ELEVATIONS - same as above to scale on 8 ~ X 11.
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) fJ/A
o All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be
removed or to remain.
o All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing;
freestanding signs shall include the street address (numerals)
o Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 ~ X 11) (color), if submitting Comprehensive Sign Program application.
I:\HEP Service Facility\Pennits\City of Clearwater\Comprehensive Infill Project (FLD) 04-24-07.doc
Page 7 of 8
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C)
LJ Include If required by the Traffic Operations Manager or his/her designee or if the proposed developmenr
Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan
Will generate 100 or more new vehicle directional tripS per hour and/or 1000 or more new vehicle tnps per day
Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the pnor twelve (12) month period or
that is on the City's annual list of most hazardous intersections
Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual.
The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the
Planning Department's Development Review Manager or their designee (727-562-4750)
Refer to Sectio 4-801 C of the Community Development Code for exceptions to this requirement
Traffic Impact Study is included The study must include a summary table of pre- and post-development levels of service for all
roadway legs and each turning movement at all intersections identified in the Scoping Meeting.
Traffic Impact Study is not required
t1
ment of traffic Impact study reqUIrements (Applicant must initial one of the following):
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT
STUDY AND NONE HAS BEEN SUBMllTED, APPLICATION MUST BE RESUBMllTED AND
SIGNIFICANT DELA Y MAY OCCUR.
If you have questions regarding these requirements. contact the City Public Worns Administration Engineering Department 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 available and to determine if
any upgrades are required by the developer due to the impad of this project" The water supply must be able 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 capacity" Compliance with
the 2004 Florida Fire Prevention Code to Include NFPA 13. MFPA 14. NFPA 20. NFPA 291. and MFPA 1142 (Annex H) is required"
t of fire flow calculations/water study reqUIrements (Applicant must initial one of the following):
Fire Flow CalculationsMIater Study is included"
Fire Flow CalculationslWater Study is not required.
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW
CALCULATIONSI WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE
RESUBMllTED AND SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334
M. SIGNATURE:
I, the undersigned, acknowledge that all representations made
In thiS application are true and accurate to the best of my
knowledge and authorize City representatives to visit and
photograph the property described In this application
STATE OF FLORIDA. COUNTY OF PINELLAS
;;s,d. .s4bscribed before me thi4'~ day of
~ ' AD 20 0 to me and/or by
. ~ (!, rc eJ'\ , who i ersonally known has
produced
as identifi
Signature of property owner or representative
Not
My
1J'l.ftf'i-.5:SWy,,7:,,'--;::. ','j,~t\: 7" ':...4\~~$~;V
..,rflPu". "" "T<-"". "".-,r'\ 'I A DFS
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'hi;. MY tOIvD.~SSlON D0394242
e ElIPmB3: MaI1 lR, 2009
~y Fl. Nolar!' Asoor, Co.
'\HEP Service FacilitylPermits\City of Clear::'ater\~o:':.prehensive Infill Project (FLD) 04-24-07.doc
N. AFFIDAVIT TO AUTHORIZE AGENT:
Provide names of all property owners on deed - PRINT full names:
Everybody's Tabernacle Inc.
2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location):
1120 Betty Lane North
3 That this property constitutes the property for which a request for a: (describe request)
Construction of a 10,015 sf. 2- story Social/Public Service Agency and 32 parking spaces
4. Thai the undersigned (has/have) appointed and (does/do) appoint:
Keith E. Zayac. P.E., RLA
as (hisltheir) agent(s) to execute any petitions or other documents necessary to affect such petition;
5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property;
6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives to visit and photograph the property described in this application;
7. igned authority, hereby certify that the foregoing IS true and correct.
Property Owner
Property Owner
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELLAS
Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this
~ \ ,lbe:F6 personally appeared ~C,(,.vC\ {; yt.<..y'\
Deposes and says that he/she fuHy understands the contents of the affidavit that he/she signed.
,:~~lRERESAHAEFS
...~ MY COMMlSSrON # DD394242
~o;,..~ E..'lPlRES: r"furclt IS, 2009
J.8lJO.a.liOrARY Fl. NOlar; D."count Asooc. Co.
1V'~
q~
day of
who having been first duly sworn
Notary Seal/Stamp
N~^ P"lli'~
My Coinmi ion Expires: '6' I <2. {O c:;
I\HEP Service Facility\Permits\City of Clea~ater~co~prehensive Infill Project (FLD) 04-24-07.doc
HEP SERvICE FACILITY
ATTACHMENT B
DESCRIPTION OF REQUEST
Flexible Development Application, as a Comprehensive Infill Redevelopment Project
with the following requests:
. Permit the construction of a 10,015 square foot, 2-story office building and 32
space parking lot. Proposed construction is limited to previously permitted Site C
(2.10 acres).
. Reduction in front (west) setback from 25 feet to 8.64 feet to existing building.
. Reduction in front (west) setback from 25 feet to 10.18 feet to proposed building.
. Reduction in front (west) pavement setback from 25 feet to 20.5 feet.
. Reduction in front (north) pavement setback from 25 feet to 8.7 feet to existing
pavement.
. Reduction in front (east) setback from 25 feet to 24.6 feet to existing building.
. Reduction in front (east) pavement setback from 25 feet to 20.30 feet to existing
pavement.
. Reduction in required parking spaces from 122 spaces to 43 spaces.
In addition, the existing social services building to the north of proposed structure
will be converted for solely church functioning. This change will require no
additional parking or setback requests.
~
HEP SERVICE FACILITY
ATTACHMENT C
GENERAL APPLICABILITY CRITERIA
1. The proposed development of the land will be in harmony with the scale,
bulk, coverage, density and character of adjacent properties in which it is
located.
The surrounding properties are a mixture of commercial, institutional multifamily
and single family development. Much of the recently developed, immediately
surrounding property, is associated with Everybody's Tabernacle's services.
The proposed development includes a two story flat seam metal wall panel office
building with reveals over metal stud framed wall. The storefront includes impact
resistant windows. The first floor exterior also includes metal wrap column
covers. The proposed parking lot is upgraded to a pervious pavement system
designed to allow stormwater to flow thru the pavement and minimi7.e runoff to
the proposed pond.
The property immediately west of the site includes a two story multifamily
housing with stucco facades and shingle roofs surrounding by a black aluminum
fence with block columns. The property further west of the site includes Curtis
Elementary School with a mix of one and two story stucco buildings.
The property immediately north of the site includes older one story single family
homes which are somewhat outdated and in need of refurbishing. The proposed
building will complement the immediate property and set an example for LEED
green development and character upgrade.
The properties to the east and south include outdated one story single family
homes that are outdated and in need of refurbishment. Again, the proposed
building will set an example of upgrades character for the neighborhood while
being substantially under the coverage and density for the site zoning.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair
the value thereof.
The proposed development serves the surrounding neighborhood and the
community as a whole. The development has been a phased removal of existing
older buildings and replacement with modem one and two story buildings that
significantly upgrade the neighborhood architecturally and aesthetically. The
recently constructed sanctuary sets a high standard of architecture that can be
replicated by the residential, institutional and commercially zoning properties.
The proposed building sets an even higher standard and utilizes several
architectural upgraded features including flat seam metal wall panels, impact
~
resistant windows, architectural columns and architectural pavers. The values of
the surrounding older commercial buildings and multi-family property will be
enhanced by the upgrading of the proposed property.
3. The proposed development will not adversely affect the health or safety of
persons residing or working in the neighborhood of the proposed use.
The property strongly enhances the health and safety of the neighborhood by
providing social services to individuals and families in need of shelter, spiritual
guidance and appropriate nutrition. The proposed office building will provide
needed additional office space for employees to provide these services. The
demolition of outdated buildings and covered parking, improved drainage and
parking and upgraded access will upgrade the safety of the surrounding
neighborhood as well.
4. The proposed development is designed to minimize traffic congestion.
The project includes the removal of two sub-standard driveways and replaces
them with one 24 foot wide driveway with 30 foot radii. The driveway is
centered along Fairburn Avenue and provides additional distance from the
driveway to the intersections at Cedar Street to the south and Otis C. Green Drive
to the north. The redeveloped parking lot provides additional code compliant
parking spaces along with handicapped parking and access to the adjacent
Fairburn Avenue sidewalk.
5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The surrounding community includes older single family homes, modem multi-
family developments, older elementary schools and outdated commercial property.
The proposed office building and parking area sets a high standard of quality and
functionality. The project is intended to be developed using LEED certified
characteristics for both the building and site design. The building is designed to
use rapidly renewable metal materials rather than wood products. The site design
includes the use of pavers rather than asphalt, and provides stormwater treatment
and attenuation, where none currently exists.
6. The design of the proposed development minimizes adverse effects, including
visual, acoustic and olfactory and hours of operation impacts, on adjacent
properties.
The existing property includes an outdated octagonal building, post and beam
covered parking and substandard parking spaces serviced by two driveways along
Fairburn Avenue. The proposed project includes the removal of these outdated
buildings, parking and driveways and replaces them with one two story office
building, code compliant parking and pedestrian access. The project also includes
buffer landscaping including trees and shrubs surrounding the project. These
improvements significantly upgrade the visual appearance of the site. The two
story office building consolidates social services into one building with no
anticipated outdoor activity to minimize acoustic and olfactory impacts on the
surrounding neighbors. Hours of operation for the office will be consistent with
typical 8:00am to 5:00pm hours. Lighting will be limited to internal security
lighting within the parking lot.
PARKING STUDY
FOR
HOMELESS EMERGENCY PROJECT
1120 BETTY LANE
CLEARVVATER,FLORlDA
PREPARED FOR:
HOMELESS EMERGENCY PROJECT, INC.
PREPARED BY:
GULF COAST CONSULTING, INC.
REVISED MAY 2008
PROJECT # 08-002
.
Robert Pergoliz i,
AICP #9023
I. INTRODUCTION
Homeless Emergency Project, Inc. (HEP) maintains a social services facility at
1120 Betty Lane in Clearwater. The site is located on the west side of Betty Lane
between Cedar Street and Otis Green Drive, and has access via Fairburn Avenue
on the west and Otis Green Drive on the north. HEP is proposing to partially
redevelop the site, convert a 4,000 s.f. office/service building to ancillary church
functions, and construct a new office/service building. (See Figure 1) The
redevelopment of the property is the subject of a Flexible Development
Application. This application requires an assessment of the parking adequacy for
the operation and it was determined a parking study should be completed. As part
of the redevelopment the parking lot will be reconfigured to include a total of 42
spaces plus 1 space in the driveway for the house located at 1101 Fairburn
Avenue.
II. METHODOLOGY
The site currently contains a single-family detached accessory dwelling (1101
Fairburn Avenue), five (5) apartment homes (shelter for 10 residents) 4,000
square feet of building space which is characterized as a social service agency
office, and a 150 seat church (Everybody's Tabernacle) which is not used on
weekdays. The site currently contains 27 total parking spaces including one space
at 1101 Fairburn Avenue. Per the Community Development Code there is a
minimum parking requirement of 1 space per accessory dwelling, 3 spaces per
1,000 square feet of office/social service facility space, 1 space per 2 residents in
residential shelters, and 1 space per 2 seats for places of worship. Section 3-1405
of the Code allows for shared parking According to strict interpretation of the
code, the existing operation would require 31 on-site parking spaces for daytime
operations and 82 spaces for weekend day (church) operations. This is
demonstrated below:
1 Dwellin Unit
10 resident shelter 5 spaces 5 3 5 4 5
(Residential)
150 seat church
(Places of 75 spaces 0 15 8 75 15
W orshi )
4,000 s.f
office/service ctr. 12 spaces 12 2 2
(Office
1
ENGMAN ST.
OTIS GREEN DR.
PROJECT ~
LOCATION
CEDAR ST.
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PROJECT LOCATION - HOMELESS EMERGENCY PROJECT ~R~~~TON~
PALMETTO STREET
DATE:
Gulf Coast Consulting, Inc.
Land Development Consulting
DRAWN BY:
REVISED
4/2008
AEL
FIGURE:
1
The code provides for reducing the required number of parking spaces to
recognize the special situations that exist at HEP. The Community Development
Code allows a reduction in parking if the property will require fewer parking
spaces per floor area than otherwise required due to unique operations and a
significant portion of the building is used for non-parking demand-generating
purposes. HEP serves homeless people who typically do not possess cars, and in
this case many are living in nearby shelters within walking distance of the service
facility. In addition the church facility is not used during the weekdays and
therefore generates no parking demand. The office hours are 9 AM - 5 PM
Monday through Friday, and closed weekends.
Prior to conducting this analysis a methodology was established with the City of
ClealWater staff. It was agreed GCC would conduct a parking accumulation study
on a normal weekday between 8 AM and 5 PM. The study area included the
existing on-site parking lots only.
III. EXISTING PARKING CONDITIONS
Existing conditions were established by conducting parking lot counts between
the hours of 8:00 AM and 5:00 PM on Thursday January 31, 2008. The existing
parking lots were checked on the hour for the number of spaces that were
occupied. The number of occupied spaces was noted and an hourly accumulated
total was obtained.
Thursday January 31. 2008
On Tuesday (a normal weekday) parking demand slightly varied throughout the
day from a low of 9 occupied spaces (35 %) at 5:00 PM to a peak demand of 14
occupied spaces (54%) at 10:00 AM and again at 3 PM. Assuming the worst case,
a minimum of 12 parking spaces are available for future needs. Table 1 provides
an hourly tabulation and Figure 2 provides a graph of hourly parking space
occupancy. The parking data demonstrate the church is a non parking demand
generator during weekdays, as expected, and the parking demand is primarily
generated by the office building and residential shelters (15 spaces per code).
IV. FUTURE CONDITIONS WITH REDEVELOPMENT
The proposed modifications would result in 43 on-site parking spaces being
provided (42 spaces plus 1 space at 1101 Fairburn Avenue). The existing 4,000
s.f. office/service facility will be renovated to be an ancillary unit of the church
having no parking demand except for the 815 s.f. dental service area, and a new
office/service facility building containing 10,015 square feet will be constructed
(a net increase of 6,830 square feet). The redeveloped site would require 52
parking spaces during a normal weekday according to strict interpretation of the
2
TIME
8:00 AM
9:00 AM
10:00 AM
11:00AM
12 NOON
1 :00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
TABLE 1
THURSDAY JANUARY 31, 2008
HEP PARKING lOT
OCC. TOTAL % OCCUPIED
10 26 38%
13 26 50%
14 26 54%
13 26 50%
13 26 50%
12 26 46%
11 26 42%
14 26 54%
12 26 46%
9 26 35%
FIGURE 2 - THURSDAY JANUARY 31, 2008
25
20
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8:00AM 9:00AM 10:00AM 11:00AM 12 NOON 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM
TIME OF DAY
code (33 for the office, 15 for the church, 1 for the house, and 3 for the residential
shelters). On a weekend day the parking requirement would be 84 spaces due to
the church. The shared parking calculations are shown in Appendix A.
To respond to a request for additional information by City of Clearwater staff, a
supplemental calculation was completed to demonstrate weekend operations are
satisfied. During church services, parishioners use parking lots at the Thrift Store
site which is closed Sundays (27 spaces) and a parking area at the comer of
Engman Street I Fairburn Avenue (20 spaces). These locations are within 600
feet walking distance from the church. As such, there are 90 parking spaces
within walking distance of the church. In addition, many of the parishioners
access the church by walking from nearby properties I shelters or are transported
by vans, thereby further reducing the parking demand.
V. CONCLUSION
This analysis was conducted in accordance with a specific methodology
established with City of Clearwater staff. This analysis demonstrates a maximum
of 14 parking spaces were occupied during any hour of the weekday study period.
As such, the existing parking demands are easily satisfied by the current parking
supply. With the redevelopment of site to increase the parking supply to 43 spaces
(42 in the lots and 1 space at 1101 Fairburn Avenue), the parking demands of the
new office building can be accommodated.
Weekend demand is satisfied by parking at the Thrift Store, which is closed on
Sundays, and by parking at a nearby lot at Engman Street I Fairburn Avenue,
which is within 600 feet of the church. In addition, parishioners often walk or are
transported by van from nearby shelters.
3
APPENDIX A
~
. NextPage LivePublish
Page 1 of 1
Section 3-1405. Shared parking.
GRAPHIC LINK: shared parking diagram
~
~
TABLE INSET:
~o
WEEKDAY WEEKEND
USE Night Day Evening Day Evening
Midnight 9 a.m. "" 6 p.m. 9 a.m. 6p.m.
6 a.m. 4 p.m. Midnight 4 p.m. Midnight
Residential So'" r\- u; 100% c:: ~60o/.J 3. 90% 5 80% .;. 90% '5
.Iry
Government 5% 100% 0% 0% 0%
Office and Marinas 5% 2- 100%) ~-$ 10% 4 10% 4 5% 2..
Retail 5% 70% 90% 100% 70%
Overnight Accommodations 80% 80% 100% 80% 100%
Restaurant 10% 50% 100% 50% 100%
Entertainment 10% 40% 100% 80% 100%
Places of Worship 0% 0 20%) It:: 10% 8 100% ie::" 20% \5
~>
Others re". c;,-\>., t?V 100% l 100% I 100% \ 100% i 100% \
10,
, ""....
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rO'TAL a, 52. t ~ BAr
When any land, building or area is used for two or more uses which are listed below, the minimum total number of
required parking spaces shall be determined by the following:
Multiply the minimum required parking spaces for each individual use, excluding spaces reserved for use by
specified individuals or classes of individuals, by the appropriate percentage listed in the Table below for each of
\ the designated time periods. Add the resulting minimum required parking spaces in each of the five vertical
columns for the table. The minimum parking requirement is the highest sum of the vertical columns.
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Alan Mayberry
Consulting Arborist
16 N. Comet Avenue
Clearwater, FL 33765
Tree Inventory
H.E.P Site
April 8, 2008
Prepared for: Klar and Klar Architects Inc.
By: Alan Mayberry, Consulting Arborist
Date of Inventory: Trees #1 - #20 December 2, 2007
Trees #21- #94 April 8, 2008
Tree Inventory Data
A tree inventory is a written record of a tree's condition at the time of inspection. It is a
valuable tool to prioritize tree maintenance and remove trees with problems that could
lead to failure and cause personal injury or property damage. The tree inventory lists four
codes and also has a comment section. The following is an explanation of the data used in
the inventory:
Tree# - location - Each tree is assigned a number for reference in the inventory that
corresponds with a number on the site plan that identifies the location of the tree in the
field.
Size - Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If
there is a fork in the trunk at that point the diameter is measured at the narrowest area
below the fork. Palm species are measured in feet of clear trunk (C.T.).
Species - Each tree is listed by its common and botanical name the first time it is listed in
the inventory. For simplicity the tree is listed by its common name thereafter.
Condition Ratinf! - The condition rating is an assessment of the tree's overall structural
strength and systemic health. Elements of structure include: 1) the presence of cavities,
decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and
attachments, i.e., well spaced vs. several branches emanating from the same area on the
1
trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included
bark.
Elements of systemic health relate to the tree's overall energy system measured by net
photosynthesis (food made) vs. respiration (food used). A tree with good systemic health
will have a vascular system that moves water, nutrients and photosynthate around the tree
as needed. Indicators of a healthy systemic system used in the overall condition rating
include: 1) live crown ratio (the amount oflive crown a tree has relative to its mass), 2)
crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the
tree is making and storing energy.
The overall condition rating also takes into consideration the species, appearance and any
unique features. The rating scale is 0-6 with 0 being a dead tree and 6 a specimen.
Increments of 0.5 are used to increase accuracy. Examples ofthe tree rating system are as
follows:
0- A dead tree
1- A tree that is dying, severely declining, hazardous, harboring a communicable disease
or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1
ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating
of 1 should be removed as it is beyond treatment and is a threat to cause personal injury
or property damage.
2 - A tree exhibiting serious structural defects such as codominant stems with included
bark at or near the base, large cavities, large areas of decayed wood, crown dieback,
cracked/split scaffold branches etc. In addition, a tree with health issues such as low
energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies
or soil pH problems. A tree with a rating of#2 should be removed unless the problem(s)
can be treated. A tree with a #2 condition rating will typically require a considerable
amount of maintenance to qualify for an upgrade of the condition rating.
3- A tree with average structure and systemic health and with problems that can be
corrected with moderate maintenance. A tree with a codominant stem not in the basal
area that will be subordinated or cabled and braced or a codominant stem that will soon
have included bark can be included as a #3. A tree with a rating of #3 has average
appearance, crown density and live crown ratio and should be preserved if possible.
4- A tree with a rating of 4 has good structure and systemic health with minor problems
that can be easily corrected with minor maintenance. The tree should have an attractive
appearance and be essentially free of any debilitating disease or insect problem. The tree
should also have above average crown density and live crown ratio. Mature trees
exhibiting scars, old wounds, small cavities or other problems that are not debilitating can
be included in this group particularly if they possess unique form or other aesthetic
amenities relating to their age. A tree with a rating of 4 is valuable to the property and
should be preserved.
2
5 - A tree with very high live crown ratio and exceptional structure and systemic health
and virtually free of insect or disease problems or nutritional deficiencies. A tree in this
category should have a balanced crown with exceptional aesthetic amenities. A tree in
this category should be of a species that possesses characteristics inherent to longevity
and withstanding construction impacts. A tree with a #5 rating lends considerable value
to the site and should be incorporated into the site design. A tree with a #5 rating is
worthy of significant site plan modification to ensure its preservation.
6 - A specimen tree. A specimen tree is a tree that possesses a combination of superior
qualities in regards to systemic health, structural strength, crown density, live crown
ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness.
A great effort should be made to preserve a specimen tree including shifting structures
that would adversely impact the tree. In addition, a specimen tree should have an
undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an
experienced and competent International Society of Arboriculture (I.S.A.) Certified
Arborist should be allowed work on a specimen tree.
NOTE: A tree inventory is typically valid for 3-5 years. However, events such as
drought, lightning, mechanical root damage, freeze, improper maintenance and
severe storms can downgrade the rating value of a tree. Conversely, remedial
maintenance can upgrade the value. If you suspect that a tree has been adversely
affected, have the tree inspected by a qualified International Society of
Arboriculture (ISA) Certified Arborist.
Note: Whenever possible it is advised to adhere to inventory recommendations when
selecting trees to be preserved. For example, trees rated 4.0 and higher should be
preserved if at all possible, while trees rated 2.0 and lower should be removed unless
othelWise noted in the inventory. Trees rated 2.5 are generally recommended for removal
unless remedial work is performed to upgrade them. Trees rated 3.0 and 3.5 are average
trees that have good potential and warrant serious consideration for preservation but not
to the extent that site plan modifications are necessary.
When work of an arboricultural nature is recommended in the inventory it should
be performed directly or under the supervision of a competent International Society
of Arboriculture (ISA) Certified Arborist.
Trees with an overall condition rating of 3.0 and greater are considered worthy of
preservation. It should be noted that some trees rated 2.5 can be improved through
pruning or other arboricultural techniques. Trees in this category are noted in the
comment section.
3
Tree Inventory
Tree # Size Species Ratine:
1. 23' CT Washington palm (Washingtonia robusta) 4.0
2. 32' CT Washington palm 3.0
3. 7" laurel oak (Quercus laurifolial 3.5
4. 9" cherry laurel (Prunus caroliniana) 1.0
5. 26" laurel oak 2.0
6. 23' CT Washington palm 4.0
7. 29" laurel oak 2.5
8. 31" live oak (Quercus virginiana) 3.5
9. 24" live oak 3.0
10. 27" live oak 3.5
11. 18" live oak 3.0
12. 14' CT sabal palm (Sabal palmetto) 4.5
13. 29" laurel oak 2.0
14. 9" java plum (Syzygium cumini) 2.5
15. 5" cherry laurel 2.0
16. 28" live oak 3.5
17. 27" live oak 3.0
18. 34" live oak 3.5
19. 21" live oak 3.0
4
20. 5" laurel oak 4.0
21. 4" camphor (Cinnamomum camphora) 1.5
22. 4" camphor 1.5
23. 5" laurel oak 1.5
24. 8" laurel oak 2.0
25. 5" & 7" camphor 1.5
26. 7" cherry laurel 1.5
27. 13" camphor 1.5
28. 11" camphor 1.5
29. 27" laurel oak 0.0
30. 29" laurel oak 2.0
31. 25" live oak 2.5
32. 18" laurel oak 1.5
33. 26" laurel oak 2.0
34. 26" live oak 3.0
35. IS" laurel oak 1.5
36. 14" magnolia (Magnolia grandiflora) 2.5
37. 12" cherry laurel 1.5
38. 23' CT queen palm (Syagrus romanzoffiana) 3.0
39. 10" laurel oak 1.5
40. IS" laurel oak 2.5
41. 8" magnolia 2.0
42. 20" live oak 3.0
5
43. 28" live oak 3.0
44. 15" & 28" live oak 3.5
45. (not protected) ficus spp.
46. 15" laurel oak 2.5
47. 5" magnolia 1.0
48. (not protected) ficus
49. 9" magnolia 1.0
50. 28" laurel oak 2.0
51. 22" live oak 3.0
52. 5" citrus (Citrus spp.) 2.0
53. 6" citrus 2.0
54. 4" citrus 1.5
55. 4" citrus 2.0
56. 7" citrus 1.5
57. 5" citrus 1.5
58. 10" & 8" pecan (Carya illinoensis) 3.0
59. 9" citrus 1.5
60. 8", 12" & 10" pecan 2.5
61. 4" citrus 1.5
62. 6" I avocado (Persea americana) 2.0
63. 4" citrus 1.5
64. 5" redbay (Persea borbonia) 1.5
65. 4" citrus 1.5
6
66. 6" citrus 1.5
67. 5" avocado 1.5
68. 7" citrus 2.0
69. 4" citrus 2.0
70. 35" live oak 3.0
71. 15" Norfolk Island pine (Araucaria heterophylla) 1.5
72. 4",6" & 12" Norfolk Island pine 1.5
73. 15" & 12" sand live oak (Quercus geminata) 2.5
74. 23" laurel oak 2.5
75. 5" cherry laurel 1.5
76. 14" Norfolk Island pine 1.5
77. 5" laurel oak 2.0
78. 4" laurel oak 2.0
79. 8" laurel oak 2.0
80. 14" sand live oak 3.5
81. 16" sand live oak 2.5
82. 21" sand live oak 2.5
83. 14" slash pine (Pinus elliottii) 1.5
84. 18" sand live oak 3.0
85. 14" sand live oak 3.0
86. 24" sand live oak 3.5
87. 23" sand live oak 3.0
88. 14" sand live oak 3.0
7
89. 23" jacaranda (Jacaranda mimosifolia) 1.5
90. 4", 4" & 5" laurel oak 2.0
91. 28' CT Washington palm 3.5
92. 30' CT Washington palm 2.5
93. 13" & 20" laurel oak 2.5
94. 28' CT Washington palm 3.0
8
\
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1:&21 ~ ~ ~
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. tt 30 3.15
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5 q II '0
, TOTAL :M TRE8 . ell1INCHES
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L
~~~~:8E '01l.OFVEHICVLARVSEAREA~~)DEVOrEDTOIHTEI:IOIl
(u,M3"OFVUA)l('OlIlo).I.~~.30Sf'(lO'll.l
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LEGEND
----"~-,~-,,-. -~ENGi'NiERiNG-'-~'"
LANDSCAPE ARCHITECTURE
PLANNING
---- JI'RClPfJnYLK
J
-.... \lot: ....-.....
...
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f41;~~:if~11}J~ caam ~~AWMHT
/....-...
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\ , TO 1lIMMf
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1"IPIl:oflL UGHT PG.J: LOCA'RON
GEtERAI. SIfF NOTFS'
'l_ENGu.EElVt.ANDSCAPEARa-IlTEcr:
~1ITr~~~~~.~TE404
SAFETY~FL3'*5
(727)703-8Masu.
(727)793-,," Fa
2. t:evEl.OPER NAME'
3. AROlITECT ~ME:
Kl.AR & I<1AR"ROlITECTS,INC
28473 U.S. HIGHWAY 1;, SUlTEe02
Cl.EARWf,.TER,FL331$1
{127l1996420 Bu&
(127) 79M825 F.
GlIlFCOWf SURVEY ASSOCIATES, lNC
~Al.ONZOROAO
RlVERVlEW, FL 33*
(813le2US58 b
3, SURVEYOR NAME'
~. PROJECT ACiCRESS 'SITE C":
PARCELD'1~20-15-2~110
PARCE.LI)'1o.29-1~2tl55O.005-0060
PAFlCELID'1o.2$.15-2~
PAACELIO"o-2V-15-2~
PARCEL 1D'1o..28-15-2<<lM..OO/HIOO10
1120 NORTH BETTY lANe
Cl...SAAW'.TeR,FL331(l6
~ (mTrTUTklNALDSTRCr)
5,ZONING:
FUTURE LANO-USE'
PRESENT USE'
e. cevELOPfD USE
1,LAND~TATABL.E:
TOTAL SITE AREA:
TOTAL DlSTVRBEDAREA'
8 BUILOING SETBAO<S
NORTH(FRONT):
NORTH(fRONT)'
SOUTli (FRONT)
EAST~:
EAST (FROm):
'M:ST(FRONTJ'
~T(FRONT)'
9. BUILOINGHEIGHT: ~~
-,j~~~-!2~T~-5f~~~-!lt..,.. ./' _.__50~F!."_,,,_...~E!:v',_'~"
10. PARKING REQUIRED: &4 SPACES
lEE PARKINGSTUDY IInACMED TO nEN'f'LICAT1OH fOR CAI..CUlATIONI.
87,500SF(2.01N::j
26.0e5SF{O.G2N::j
~ ~
25FT. 25.90 FT. TO EXISTING BLOO.
25FT. e.70FT.TOEXISmGPAVEMENT
25FT.. 29.70 FT. TOEXISTINGBLOO.
25 FT. 24.00 FT. TO EXISTING BLOO.
25FT. 20.30 FT. TO EX1STINOPAV{;MENT
25FT. 10.18 FT. TOPROPOSEOBLOO.
25FT. 20.:iOFT. TOPROPOSEOPAVEMENT
( ..
..l"1:MiXEbuse-CAtcui.Al16N:-....A A..A.-"-..---...."--/",,__/'~-"- ,"_~.,......,'________.'~ /
(2e,921 SF NON-RESlLENTio\lWl-65 FAR). 41,417 SF Mt.L LOT SIZE
(87,!lOO SF LOT SlZEH41.-'l17 SF MIN LOT SIZE)- -'l8,083SF RESlDENTL4.L DENSITY
(-'l/l,083 SF RESlQENTW- CENSlTY)o'(-'l3.5<<l Sf) .1.11SACRES RESlOOmAL
(1.oeACRES)(12.S UNITSJACRE).13.25 DM:LLlNG UNtTSALLOAeO
12. SITEo.-.TA TA8LE ~ ~ ~
StTEARE.&.: 1T,eooIF,lUl.foCl 17,SOO".flJ1.foC1 2D,IlOF.(OMAC)wt
8t&OINQFClOl'PNITAMA: 11.121IF. fI,4ll3".
~~~~~~: ftltlUllRl affWlMJ 1<U7UF.(UU'1l
TOTAL OPEN SPACE' ,...........{UI.!lC)...-.___...11.1-IE.(I.lII)C)~'-"I3,I3IJF.(UlAC)
PARKING: \ 2TM'tICB OllPACEll 1MW'ACd )
NON.flESIOENTlAl. FAR". .. l(m"-jD;17fNl/'-'"'2II;I'lI'.'!'-ZfNll'-'II,mFto.ef.IX1Il(()
[MELLlNGlJNfTS: 7lN11 rlNtl nlllQlMX.
13. THIS PROPERTY APPEARS TO LIE 'MTHIN FLOOO ZONE "X" AS SI-lCMN ON THE
FLOOOINSURANCE RATE MAP. OOMr.<<JNITY PANEL 'l~.
EFFECTIVE: oetI&tlt
1-'l. THERE AlE. NO ENVflOMENTALLY UNIQUEAREASONSIT&.
15, ALL OlSTllRSeDAR&.SYMHIN RIGHT.Qf.MY SHAl.l. BE SOODEDANOOfI:
PlANTED, A R.c.w USS PERMIT 'MLL BE REQUIRED FOR lANOSCAPII"G ANDAl.L
OTHER IMPROVEMENTS V\tTHIi R.o.w..
18. SOLD WJ.STE PICKUP wu.. BE AT OFF-aITE OOMPSTER ON COPlPAN'f
PROPERTYOWEDTOTHE NORTH.
17, PeOlST~NSlOEWt.U<SeHALL BE INSTALLEDIN~WTHTHECITY
OF o...€ARWATER'S REOOlREMENTS NCI STANlJ.t.ROS. .ALL PROPOSED
SrcewALKS SHAU. NOT EXceeOA CROSS SLC1'EOf2%.
1a GUTTERS.IX:MNSPOUTS, UTILITY BOXES,ANO OTHER MIse. SITE FlltTURES
'MLL ae PAMEO,SCREENEO, OR OTHER'MSe CONCSALEO, OR BLENCeO IN
SlJILOINO AROlITECTURE,
19. ALL ~USEO 0fWEWt. YS MUST BE REMOVED AND REPLACEDWlTH CURe.
sa;w..U<., AND LANDSCAPING TO MATCH EXISTM CONDITIONS OR BETTER.
'4
KEITH ZA Y AC &
ASSOCIATES,
INC.
(727) 793-9888
701 BNTB!lP!lISB ROADE,. STE -'lO-'l
SAFETY HARBOR, PL 3-'l69$
WWW.ICI!ITHZAYAC.COM
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ENTRANCE PERSPECTIVE
CHURCH VIEW PERSPECTIVE
PARKING AREA PERSPECTIVE
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-6-
OHW
SECTION 10, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
STORM MANHOLE IN C.!.
RIM ELEV. = 12.93'
OHW -W. INV. =9.61'
E. INV. = 6.93'
OHW
rv.~
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OHW
STORM. MANHOLE
RIM ELEV. = 14.02' OHW OHW -0-- OHW
~ OHW OHW OHW '00
N INV. 10.37' OHW OHW OHW ()~~ ,,:>' 1><"
OHW OHW OHW OH ---0-- OHW 0 ~'\ ,,1><"')<:-> " ,,:>' ..
1><" "v~'O - OHW OHW .IH UGG "I><~:- h <. '(j . ' ~".. " '~'0''':>.') ",,:>;':5 1-,V) CONC.
""',, " ~, -'. o. :<, ,. ".' ' (~'t ,,:>." ",,":>'. - :' FL,UME "\ ..
~ . >< , q , ,- .' <j "'2' CON9. CURB. -,\<0, " . . 4:J:J / " ." : , . '. . \"
.,,:>'\ : ..... " ;, ,,-""'.' " ,,"v' "1O~-: - ""~~ . '. . ,,'?' .~ ,"" ~.),.:- 't' "",,0 . _'~?->~ ':', .. " FPK&D' .^ x
'./'" ~~NI~~~J. '~A~~~~~ ",' .'.' <);":,'" , .,' ~ .~"v~." ., '. . ....., -. . "-'~Y" -' ''c'' ". N. BETTY i~A~E ,I><~~:_ _',:;' c'. .' " >1><:: . .... .~~6y. ",.':-: '-~' '.' .; ':: )<,," ,.'. ' .' '.-: - '. :::"~'17<o '. . ", -. ,-::- ~ :.-::, '.' ,'.' ~.~' ~, ,,,txf'
'., (FILLED IN, NO INVERTS) . : ' ". ,. -,\<0', . ,. '-' "vo ,. - . 'lE . :-, .,' - ,., STORM MANHoLE IN C I '. "'F81R- '5/8" "I><' .'. '.. ' 1 '. .-' ~.
e., . 'j,. ,,0 , ,. , ~"v'?~,' ,... . _ ' ,. )\-",,,:>; t....-.>',.. "."..- _ ." '. - >. )(, " ' _ -: _ (28,' ASPHALT.'PAVEMENT)' ," . . >' '. . RIM ELEV. = 13.59', ......~., " ."."', ,. .... ,"10.': .,.:,....:LB. 6711.": .-, ~":> ," ~~":>, ;., ' . ~I><~
'~., ~..... '.' ..' x. ~ .- .. ~ ,." ,'" _ ...', ' . ". ';, " (RIGHT OF WAY WIDTH VARIES) .- ' '." I><(() SW. INV. = 10.09'\, ,.' ..', '>>,%~..~'Y, " ,.,...- '.',' ~. ,,~.' , , x:" '. ~;~~
\ . " . . ' ',' " '. . - . . 0 " "" 'A.... .,.,'0' ,E. INV. = 9.90' r , . ,,":i-l? v" ,;' <o~ x .. .. I . "J
"SANITARYMANHOLE', ., '. ." " ", .f' "" ,.,' " -..... ." "c:;.~ ,-,".' '.'~-:;...,., :~-s'9~1>< .. 2"Co'NC.tURB "J":>.:J.'.... .. .; . " ,".' 'l\.X ______.'.,".> ,'" ".'. "I><'
. RIM ELEV. = 11.46' "/' ,," ". s. ' , , - , .... " '.. ",,:>~:, ,. " -, ,@, (TEl '.. "":>' .- '. ' . .)( " 'C J~I ~'" ~~: 6"v i, .' ".' OHW _
. ' ~. I~~. = = 4.~.~~, \. . ~^,. . . .. ".~~~) ..:', . . , ',,:'~~Q'" , . ,. .' "",,,,~ 501'56' 57"E 350.0~' (P) !: · ~~' (~) .. ,i""'~~ . 'oHw'~ :':0';'" ~ ~~ dO;~~ ~HW ,
.",:w INV. ~ 9.94' . ''':FCIR 5/S" :~', "' . ,OHW. :':~ _.., _' ,GATE~ ~ ~w ," ^""'. .~. ~'vv~HW .'n--.. _~,HW "HW 9Hw <^"'~~ ". ,',:.->,\' .. ,'., It~I~~~LE
iQ"c, . :..' :. '~j~"'~" cw:~' (P) - ;~; ~ 5"": II;.J,[ ~.CON",: ~ ". ~ -~~~'(.'I.RY80DY'S 1JJ , ,1.r ""J ~ '(8. . GblO " , 1 "i )( ~ 1 I .~<Q ~;,;" : ~M :~S.:~'N~:.h-,72'
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' RIM ELEV. = 14.64" " . , , " r_ ' 'E" .' ~. . . r-.' ..^."."', :SA'NIT~~Y MA~HOLE- : "',,':) ^. >, '. .:' "-~ :'\
" ',' . . /' " , '., ,,'<.); 'It ~: '. . , '" ' . ." "v -'\
-'~, ,"' , , . ,~',.. '"n;.. ' . ....:..: '- ':"::;( -;-'.. , ~ ~',:!t ^ 'A' ;', .;. SANITARY M'ANHOL~~ .. , " ALT PAVEMENT); ~ 60' RIGHT OF WAY (P). I":~'\ .~ , " ,O;~I><"?' " 'HIM ELEV. = .19.50'. ,~'()-'\,'\1 :'" '
SANITAR'y MANHOLE', v" .. ." " , ,','......'0. ,TOP ELEV. = 18.21' " '. ~ . . {28 ASPH 0>> , . " . . 1,,0-' ' , , " t.- \> 0":> ?J'C<
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LEGAL DESCRIPTION:
v.
FAIR BURN ADDITION, BLOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS RECORDED IN PLAT
BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1277 LA SALLE
STREET)
FAIR BURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8 AND 9 AS
PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. (1101 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, THE SOUTH 30 FEET OF LOT 3 AND LOTS 4, 5, AND 10 AND
THE EAST 118 FEET OF LOTS 8, 9, AND LOTS 12, 13 AND 14 AS RECORDED IN MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1113 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS PER MAP OR
PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1119 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF RECORDED IN PLAT
BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1120 N. BETTY
LANE)
,"
SURVEYOR'S NOTES:
1.
BEARINGS SHOWN HEREON ARE ASSUMED MERIDIAN HOLDING THE WESTERLY RIGHT OF WAY
OF FAIR BURN AVENUE AT N01'56'57"W.
UNDERGROUND IMPROVEMENTS, UTILITIES AND ENCROACHMENTS, IF ANY, HAVE NOT BEEN
LOCA TED.
3. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID UNLESS EMBOSSED WITH THE
UNDERSIGNED SURVEYOR'S SEAL.
2.
..\.
.' ...~
, i'? .
. ",
"1 "
4.
FIELD WORK COMPLETED JANUARY 23, 2008. ADDITIONAL FIELD WORK COMPLETED APRIL 4,
2008.
LEGAL DESCRIPTIONS SHOWN HEREON WERE PROVIDED BY THE CLIENT. INTERIOR LOT
LINES NOT SURVEYED PER CLIENT'S REQUEST.
THE SUBJECT PROPERTY HAS NOT BEEN ABSTRACTED FOR EASEMENTS, RIGHT OF WAY OR
OTHER MATTERS OF PUBLIC RECORD IN THE PREPARATION OF THIS SURVEY.
ELEVATIONS SHOWN HEREON REPRESENT NGVD '29 DATUM. REFERENCE BENCHMARK: CITY
OF CLEARWATER BENCHMARK H-08: PK DISK IN SIDEWALK, SOUTHEAST CORNER KINGS
HIGHWAY AND FAIRMONT STREET, ELEV. = 18.437'.
BASED ON AN INSPECTION OF FEMA F.I.R.M. COMMUNITY-PANEL NO. 1205096 0008 D,
BEARING A REVISED DATE OF AUGUST 19, 1991, THE SUBJECT PARCEL APPEARS TO LIE IN
FLOOD ZONE X.
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CERTIFIED TO:
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-6- FIRE HYDRANT
. GRATE INLET
E- GUY WIRE
o LIGHT POLE
@) MANHOLE (AS NOTED)
Q9 TELEPHONE ACCESS
o UTILITY POLE
~ WATER ASSEMBLY
121 WA TER METER
~ WATER VALVE
@ YARD DRAIN
o PHOTOS (SHEET 2)
TREES
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WILLIAM C. WARD
PROFESSIONAL LAND SURVEYOR NO. 4815
STATE OF FLORIDA
(M)
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CURB INLET
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FOUND CONCRETE MONUMENT
FOUND CAPPED IRON ROD
FINISHED FLOOR ELEVATION
INVERT ELEVATION
LICENSED BUSINESS
MEASURED
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OVERHEAD WIRE(S)
OFFICIAL RECORDS
PLAT
PINCHED PIPE
POINT OF BEGINNING
POINT OF COMMENCEMENT
PERMANENT CONTROL POINT
PERMANENT REFERENCE MONUMENT
RAILROAD SPIKE
TEMPORARY BENCH MARK
TOP OF BANK
TOE OF SLOPE
UNDERGROUND GAS MARKER
WOOD FENCE
WA TER METER
DEL TA ANGLE
EVERYBODY'S TABERNACLE
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THE INFORMATION SHOWN HEREON IS A TRUE REPRESENTATION
OF A BOUNDARY, TOPOGRAPHICAL & TREE SURVEY, PERFORMED UNDER MY DIRECT
SUPERVISION AND MEETS THE INTENT OF THE MINIMUM TECHNICAL STANDARDS AS SET FORTH
IN CHAPTER 61 G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA
STATUTES.
GULFCOAST SURVEY ASSOCIATES, INC. L.B. 6711
CITRUS/FRUIT TREE
OAK TREE
PALM TREE
PINE TREE
TREE (UNKNOWN)
DATE
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CHORD
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CENTERUNE
CHAIN UNK. FeNCE.
CONCRETe
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SCALE.:
LEGAL DESCRIPTION:
FAlR BURN ADDITION, BLOCK F. LOT 1 AS PER MAP OR PLAT THEREOF A5 RECORDED IN PLAT
BOOK. 12, PA~E. lB OF THE. PUBUC RE.CORD5 OF PINE.LLA5 COUNTY, FLOQIDA. (1277 LA
SALLE STREET)
FAIR BURN ADDITION, BLOCK. F, LOTS 6 AND 7 AND THE WE.5T 7 FEET OF LOT5 BAND 9 A5
PeR MAP OR PLAT THERE.OF A5 RECORDED IN PLAT BOOK. 12, PACE IB OF THE PUBUC
RECORD5 OF PINELLA5 COUNTY, FLORIDA. (110 1 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK. F, THE SOUTH .30 FEET OF LOT .3 AND LOTS 4, 5, AND 10 AND
THE CA5T 11B FEET OF LOT5 B, 9, AND LOT5 12, 1.3 AND 14 AS ReCORDED IN MAP OR
PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PACjE 1B OF THE PUBUC ReCORD5 OF
PINELLA5 COUNTY, FLORIDA. (1113 FAIR BURN AVENUe)
FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT .3 A5 PeR MAP OR
PLAT THERE.OF RECORDED IN PLAT BOOK. 12, PACE 1B OF THE PUBUC RECORDS OF
PINELLA5 COUNTY. FLORIDA. (1119 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 11 A5 PER MAP OR PLAT THE.REOF RECORDED IN PLAT
BOOK 12, PACE 113 OF THE PUBUC RECORDS OF PINELLA5 COUNTY, FLORIDA. (1120 N.
BETlY LANE)
SURVEYOR'S NOTES:
1. BCARINC5 5HOWN HEREON ARe A5SUMED MERIDIAN HOLDINC THE WESTeRLY RICHT OF
WAY OF FAIR BURN AVENUE AT N01056'57"W.
2. UNDERCROUND IMPROVEMENTS, UTlUTlE5 AND ENCROACHME.NTS, IF ANY. HAVE NOT BEEN
LOCATED.
.3. REPRODUCTlON5 OF THI5 SURVEY ARE NOT VAUD UNLES5 EMBOSSED WITH THE.
UNDER5ICNED SURVEYOR'S 5CAL.
4. FIELD WORK COMPLETED JANUARY 23, 200B. ADDITIONAL FIELD WORK. COMPLeTED APRIL
4, 200B.
5. Lt:Cft,L DESCRIPTIONS 5HOWN HERE.ON WERE PROVIDED BY THE CUENT.
UNE5 NOT 5URVEYED PER CUENT'5 REQUeST.
6. THE SUBJeCT PROPERTY HAS NOT BEeN ABSTRACTED FOR CASEMENT5, RICHT OF WAY OR
OTHER MAlTERS OF PUBUC RECORD IN THE PREPARATION OF THIS 5URVEY.
INTERIOR LOT
7. ELEVATIONS 5HOWN HEREON REPRESE.NT NCVD '29 DATUM. REFeRENCE BeNCHMARK.: CITY
OF CLCARWATE.R BENCHMARK. H-Of3: PK DI5K IN SIDeWALK, 50UTHCAST CORNER KINC5
HICHWAY AND FAIRMONT STREE.T. ElEV. = lBo4.37'.
BASED ON AN INSPECTION OF FEMA F.J.R.M. COMMUNITY-PANEL NO. 1205096 00013 D,
BCARINC A REVISED DATE OF AUCUST 19, 199 I, THE 5UBJECT PARCEL APPCAR5 TO Ue
IN FLOOD ZONE X.
CERTIFIED TO:
EVERYBODY'S TABERNACLE
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THE INFORMATION SHOWN HEREON 15 A TRUE RePRE5eNTATlON
OF A BOUNDARY, TOPOCRAPHICAL & TREE SURVEY, PERFORMED UNDER MY DIReCT
SUPERVISION AND MeET5 THE INTENT OF THE. MINIMUM TECHNICAL 5TANDARDS AS 5eT FORTH
IN CHAPTER 61C17-6, FLORIDA ADMINI5TRATlVE CODE. PUR5UANT TO 5eCTlON 472.027
FLORIDA STATUTES.
CiUlF7~Cl~' l.B. 6711
~ DATE
wrLUAM C. WARD -
PROFESSIONAL LAND SURVEYOR NO. 41315
5TATE OF FLORIDA
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SH E.E.T NO.
2
OF 2
PREPARED FOR
LEGAL DESCRIPTION
EVERYBODY'S TABERNACLE, INC.
&
HOMELESS EMERGENCY PROJECT, INC.
CLEARWATER, FL 33755
INDEX
FAIR BURN ADDITION, BLOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS RECORDED IN
PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1277 LA
SALLE STREET)
FAIR BURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8 AND 9 AS
PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. (11 01 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, THE SOUTH 30 FEET OF LOT 3 AND LOTS 4, 5, AND 10 AND
THE EAST 118 FEET OF LOTS 8, 9, AND LOTS 12, 13 AND 14 AS RECORDED IN MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1113 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS PER MAP OR
PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELlAS
COUNTY, FLORIDA. (1119 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF RECORDED IN PLAT
BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1120 N. BETTY
LANE)
COVER SHEET
1
GENERAL NOTES
2
DEMOLITION PLAN
3
SITE PLAN
4
GRADING, DRAINAGE & UTILITY PLAN
5
GENERAL DETAILS
6
UTILITY & LANDSCAPE DETAILS
7
LANDSCAPE PLAN
8
PROJECT LOCATION
SURVEYOR'S NOTES:
FAIR BURN ADDITION, BLOCK F, LOT 1 AS PER MAP OR PLAT THEREOF AS RECORDED IN
PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1277 LA
SALLE STREET)
FAIR BURN ADDITION, BLOCK F, LOTS 6 AND 7 AND THE WEST 7 FEET OF LOTS 8 AND 9 AS
PER MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA. (11 01 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, THE SOUTH 30 FEET OF LOT 3 AND LOTS 4, 5, AND 10 AND
THE EAST 118 FEET OF LOTS 8, 9, AND LOTS 12, 13 AND 14 AS RECORDED IN MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1113 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 2, AND THE NORTH 20 FEET OF LOT 3 AS PER MAP OR
PLAT THEREOF RECORDED IN PLAT BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA. (1119 FAIR BURN AVENUE)
FAIR BURN ADDITION, BLOCK F, LOT 11 AS PER MAP OR PLAT THEREOF RECORDED IN PLAT
BOOK 12, PAGE 18 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (1120 N. BETTY
LANE)
H.E.P. Service Facility
PARCEL # 10-29-15-26550-006-0110
PARCEL # 10-29-15-26550-006-0060
PARCEL # 10-29-15-26550-006-0040
PARCEL # 1 0-29-15-26550-006-0020
PARCEL # 10-29-15-26550-006-0010
SECT. 10, TWN. 29S, RNG 15E
LOCATION MAP
SUNSET POINT ROAD
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LAKE 0
LUCILLE
PROJECT
LOCA TION
1120 NORTH BETTY LANE
CLEARWATER, FL 33755
ISSUE DATE: 05.01.08
CLEARWA TER
DREW STREET
590
VICINITY MAP
PREPARED BY:
~
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NOTE
N.T.S.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION,
ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF
CLEARW A TER CON STR U CTI ON STAN D AR DS.
KEITH ZAYAC & ASSOCIATES, INC
CIVIL ENGINEERING -- LANDSCAPE ARCHITECTURE -- PLANNING
. .
701 ENTERPRISE ROAD E, STE. 404 -- SAFETY HARBOR, FL 34695
(727) 793-9888
WWW.KEITHZAYAC.COM
. ...!J:ai; ./
,., ..:. ."..--.
"INVESTIGATE BEFORE YOU EXCAVATE"
Drawing TlltJe
ED 9351 - LC 2600212
AGENCY
CITY OF CLEARWATER
SWFWMD
APPLICATION/PERMIT if.
DATE ISSUED / DATE EXPIRES
COVER
SHEET
KZA Pro]. No.: 701 -08
CALL SUNSHINE @ 1-800-432-4770
FL. STATUTE 553.851 (1979) REQUIRES A
MIN. OF 2 DAYS AND MAX. OF 5
DAYS NOTICE BEFORE YOU EXCAVATE.
Scale: SEE SHEETS
Sheet No.
C 1 of C8
GENERAL CONSTRUCTION NOTES
DRAINAGE SYSTEM CONSTRUCTION NOTES
WATER SYSTEM NOTES
CLEARING AND SITE PREPARATION NOTES
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT"ROADWAY AND TRAFFIC
DESIGN STANDARDS".
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
CITY OF CLEARWATER BENCHMARK H-08: PK DISK SIDEWALK, SE CORNER KINGS HIGHWAY
& FAIRMONT STREET, ELEV. = 18.437' (PER SURVEY FROM GULFCOAST SURVEY ASSOCIATES, INC.)
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT.
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES
IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BElWEEN WATER MAINS
AND SANITARY SEWER.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF
42" BELOW FINISHED GRADE.
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTI LIlY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC. AT 1-800-432-4770.
3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
5. CONFLICTS BElWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS.
4. THE TOP 4"' TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
BY THE CONTRACTOR.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
DETAILS.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION.
6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES.
8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILllY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900).
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILllY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVllY. IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILllY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL
WHEN CROSSING ANY UNDERGROUND UTI LIlY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE
AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE
UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK
10. CLASS "B" lYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS,
AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFALL SYSTEM SHALL
BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN.
OF 30" IN WIDTH AND CENTERED ON PIPE.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE,
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITTED TO OWNER'S ENGINEER.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTI LIlY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
PAVING AND GRADING NOTES
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
SAFETY NOTES
SANITARY SEWER NOTES
14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFElY
REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SET FORTH BY OSHA IN THE FEDE:.RAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATION.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UINLESS OTHERWISE NOTED ON DRAWINGS.
4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES. '
2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD.
3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF lWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY lWO WORKING DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346,
SHEETS 1-7.
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFElY REGULATIONS.
8. CONTRACTOR IS TO PROVIDE EROSION CONTROUSEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY, STREETS,
AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATUIRAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEERAND/ORAUTHORITIES.
17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN lWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST lWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.)
INTO EXIISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
APPROVIED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRIUCTION.
PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER.
2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER
OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL
REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR
THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED.
3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION.
PLANS SHALL SUPERCEDE SPEC BOOKS
IF A DISCREPANCY OCCURS CHECK PLANS
AND CONTACT ENGINEER IN WRITING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
KEITH ZA Y AC &
ASSOCIA TES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
WWW.KEITHZAYAC.COM
EB 9351 - LC 2600212
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PROPERTY LINE
TEMPORARY SILT FENCE
LOCA TI ON
TEMPORARY TREE BARRICADE
LOCA TI ON
EXISTING SIDEWALK, DRIVEWAY,
CONCRETE, & ETC. TO BE
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EXISTING CANOPY & TREE
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FILTER FABRIC
MATERIAL SECURELY
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FOR ADDITIONAL STRENGTH
FILlER FABRIC MAlERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASlENED TO THE POSTS
TEMPORARY SILT FENCE DETAIL
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ALL EXOTIC SPECIES! lE"1 ~RA?ILIANPEEPER (SCHINlJS TEREBINTHIFOdI1S),
PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW
(SAPIUM SEBIFERUM),MUST BE REMOVED AS A CONDITION OF SITE
DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION
IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL.
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TREE REMOVAL CALCULATION:
TREES TO BE REMOVED:
DBH TREE TOTAL RATING TYPE
NO. INCHES
23 89 23 1.5 JACARANDA
10 39 10 1.5 LAUREL OAK
8 24 8 2.0 LAUREL OAK
26 34 26 2.5 LAUREL OAK
5 23 5 1.5 LAUREL OAK
18 32 18 1.5 LAUREL OAK
[,.'TJiTREE,S T-oIBE REMOVED: 27 29 27 0.0 LAUREL OAK
DBH' . TREE TOTAL RATING TYPE 2 77 2 2.5 LAUREL OAK
7~ INCHES 26 33 26 2.0 LAUREL OAK
67 5 1.5 AVACADO 4 78 4 2.0 LAUREL OAK
62 6 2.0 AVACADO 26 5 26 2.0 LAUREL OAK
21 4 1.5 CAMPHOR 29 13 29 2.0 LAUREL OAK
27 13 1.5 CAMPHOR 15 35 15 1.5 LAUREL OAK
25 12 1.5 CAMPHOR 20 40 20 2.5 LAUREL OAK
28 11 1,5, CAMPHOR 8 79 8 2.0 LAUREL OAK
[ 37 12 1,5, CHERRY LAUREL 31 7 31 2.5 LAUREL OAK
26 7 1.5 CHERRY LAUREL 29 30 29 2.0 LAUREL OAK
75 5 1.5 CHERRY LAUREL 4&5 90 9 2.0 LAUREL OAK
4 10 1.0 CHERRY LAUREL 29 10 29 3.5 LIVE OAK
I :.L~ 15 5 2.0 CHERRY LAUREL 15 & 28 44 43 3.5 LIVE OAK
',ii,,: cl, 6 66 6 1.5 CITRUS 24 9 24 3.0 LIVE OAK
6 53 6 2.0 CITRUS 18 11 18 3.0 LIVE OAK
7 56 7 1.5 CITRUS 27 17 27 3.0 LIVE OAK
1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5 52 5 2.0 CITRUS 31 8 31 3.5 LIVE OAK
ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. 4 54 4 1.5 CITRUS 30 16 30 3.5 LIVE OAK
4 65 4 1.5 CITRUS 28 43 28 3.0 LIVE OAK
2. CONTRACTOR SHALL REMOVE ALL EXISTING UNDERGROUND 4 61 4 1.5 CITRUS 8 41 8 2.0 MAGNOLIA
UTILITIES PRIOR TO STARTING SITE GEOMETRY WORK. 5 57 5 1.5 CITRUS 5 47 5 1.0 MAGNOLIA
4 55 4 2.0 CITRUS 15 71 15 1.5 NORFOLK PINE
3. CONTRACTOR TO INSTALL SILT FENCE PER MANUFACTURER'S 4 69 4 2.0 CITRUS 14 76 14 1.5 NORFOLK PINE
SPECIFICA TIONS AND SHALL HAVE A BACKFILLED TRENCHED. 7 68 7 2.0 CITRUS 5 64 5 1.5 REDBAY
9 59 9 1.5 CITRUS 14 83 14 1.5 1.5
4. CONTRACTOR TO INSTALL TREE BARRICADES PRIOR TO 4 63 4 1.5 CITRUS TOTAL 34 TREES @ 607 INCHES
ISSUANCE OF BUILDING PERMIT. TOTAL 25 TREES @ 159 INCHES
CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN
OWNER OR AGENT
DATE
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
KEITH ZA Y AC &
ASSOCIA TES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
WWW.KEITHZAYAC.COM
EB 9351 - LC 2600212
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634-08
ORGINAL DATE:
02.06.08
CHECKED BY:
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DRAWN BY:
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SHEET NO.
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INTERIOR LANDSCAPE CALCULATION:
THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR
LANDSCAPING:
(14.533 SF OF VUA)x(10%) = 1,453.30 SF (10%)
PROVIDED: 1,815 SF (12.5%)
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LEGEND
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20 0 10 20 4fl ..0-
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STORM MANHOLE 0- OH W W. INV. =9.61' 1><.... C>C>;,.......~ v;~ ~~J " ~
RIM ELEV. = 14.02' .,' HW OHW"", '\ (I......... "',)..... ( IN FE v."),
OHW 0 iOJ E. INV. 6.93' ")"1/",f-----*."K ",f . ~.. "h '0'" OJ'
N INV. 10.37' OHW OHW C>~~ ,?~I><'" "'~'" .'J<, . · ." . d,-- ';/ ,,' '\ . ,,'?'
I><CO OH W OH W ~ UGG I><~'\ ",I><"')<? <1 :. ~. / h .,' ,," ": ,;:":)~~",");~.o<t(,) -\\":':'~~N~. ,-..~ '. '~~ . . ~,,:. ':"', --:... '
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". . x . ." ~ '<J ~', ~ 'X . ~ . . . 1O ' " ',' ~', ,: ... '" ", '" , . , '''' . .,
~ ~. '~.. nh q-.;. > " , . .' ,'0' "'2~.CbN9. CURB . ",'\ '" .. ." .",4:>" ,.' . " '. (I I. K
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.. ,") '. . " . '" ", ,,...,v'.t0,)':, .. '.' ~ -,":>'" ," ",. , ; .' " C>. .~,.',' .<.....~ ...... ,:...8>.,
'.-:' ,.......'..SANITARy'MANHOLE',.. l ",'t. .~. "" , ".. ')"V'.'" ",', "'. " 'E ...'~ '" . ~ ' . r.: ",,~.,
" ,~ RIM ELEV, = 11.80'" . ' ," ..; "., '~', .. __ " .'/~1" 'N. BETTY LA~ . ......}x,<?;;.,'.< ..-, ~.' >Ix' .. " : ~ _." 'L'," )( v,, ~. ". /"
. (FILLED IN NO INVERTS) ,\'0,., "'....' )( ". . . STORM MANHOLE IN C.1. ;:'.---..." ". '.' . :FOR,' 5 ~,
'.- @:......, ,,,OJ' ,;,,": \/'?~', '... ..;...'_,--'-'7...,.....~_ .' : "'~,,"); '.'rt '~ " ,. , .,,' ~ ,,'. " ',)( .. ''- >.., .~28" ~SP~ALT'PA'VEMENT)" "'" " . , '. RIM ELEV. = 13.59'. '...,', .' .- ,~LB, 67'11".
.....' '>0'1.-'.' '. _ x"'" "./ ,:..". ;"'''':, ,.le .. ..'" ";, ". '(RIGHTOFWAYWIDTHVARIES.),. .,', ," . ~).. SW. INV. = 10.00'., . .\~, ~c>~~,~'i?-" .'
\ . . ", ' .' ~('." ", " " " " ' ," " ' . " ", .' '<OOj '"'' ' : ,~'?'",:>co,: '~. lNY. = ~.90' '\ "" ' '. :,'''':'1,.;J :""""/..'" . ")'ov;x' ,
"SANITARY MANHOLE'. ' . " "" ,."', .....,../. . :', ; '.0 " ' . ".'?,.."', " ",',' ~ . ' ; "', .' ( '~'P\~ . ,. .,. ,'@, (ili ,..\"S:~<::>I>< ,:, 2' CO'N~. 'C\JR'B '. '0< ");~ " ~ ---:.nlh~1 ~ ,,~ ~.'v:>:" '..
.,' 'RIMINELEV'4=381~.4\6": ,', ' ,.' ~~' /:: ",," ")~C>~. ,....." ,. ~.")..,.,~. h ~')(' '" 4' <I -....:::::: ""'--...j ,,' \:>$
..N V, = .' ' , .. ..... .,.',.. '''''~'''' , '."''''''\' ' ~. .<1. () 'c;; 350.00' (C) ....... .~.~ ~ .-
'\' , , ,) .,) '0 "35000 P ",) .......,,""!,.,~. !...............:. '.::::." · ...
.E. INV. = 4.29' ". '0 ." ...,', .' ,', '- ..","V''It.:'" '\>.. 'V l').: S01056'57 E .' . nw.' W.-. . OHW (;HJI/I/
.C\'" 'WINV=9..94' 't><::"":FCIR5/8": '<b"'~'~~" .' "-~ '\ G~1~\AI '" nWIAI "Ix' . ~ .Di':'\~sW.. '. ~U~Y~.<I. · VI.' v~' .' .::.:~..: ...--...... F"I =--"'.5;r;O'(p) I'.'
, ~~~~..e~~i~\~ ~ 'J~m 672 \. ,"~ ciR~ 4.1JMW. : ;;-'.1" ~~ ",' r'I v' , " =' '= 50.00' (pr ( ~ ,L .~ ~ 50.00' (pr /" _ _: /_ _" ~ X ~ '.'
>,~~ ~..\. ~:~0~:~::.X~MO:W/A ~~it~::~. ;; ~D#70~ .. ~o.~:l(p) r . . ~.,~ON"~' (P:~ 'I ~1-~~~~Rr.s2cOLP ~~5j ( :~~2' 1>,1 (e~~~8~ - _;:
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: . "V '.. ,/4,'\' ~'i<o- " I .1 '. ." . '" - ~I " / "'- ./ #~J'
~ ().. ''\~ ' ",c;. '. ([;. Co'" .., 'c. BRICK BELL -1>:. ,,'J: .'. \ l' 21.8' '~.,.; "'-...." -- 28" ..-,
OjV '" ,,<~,. I '" "V'Y "V' ...'~ . STRUCTURE ' V-l - I ~ ::: - -"
", ","V' '~'o'l../..' . '" . "50' · AI 0' / 42.6' (J1. ",-' '.'
, ,1/',' '\ . ":;") , f?::. 0 0 17 ~ ' .'
~ ' '" BFP ON' ,"V" .::; .~' . I \ \ 2 -:::-7 "co - - - ~. /' - - - - .,
. \ 5 STORY \,....: - _ ", '- - - - - "'."~'
,. TOWER N../ "'- / ,:-.'
., / /" / "\ '. ,.,....... ........ ~
.; ./ /2ND STORY \ /' "I / ,
" ~ EiII"\;:J\L COLO .(TJ'.' '. " - _ _ _ .- _ - L _ ~~'I'OVERHANG '- /., ,,' ~
'.' ,j,'~ .ARCHI "fu.l\l'AL,' '.'. I (COV. CONC. - /' I"
'1r . ~ . "",,' '. ANS f'OR ~AtER: ;, I RGERVE'ENOTIS C. 6.'7 " 1 ST FLOOR)' "'- od. . \:
l~ ",'" -> ~ ",' BA,N:.I ,~' A~Q' ?~t~S). ',:',' ~", , / / MARBLE - GRA VE ~/..II ct1291 " ',- ~~ ~ ~~ #f>1 : \ \ .
., ,,3"CU~E..\ TR!\N-SITlONJ" ,\'o~? / MONUMENT "..-..-..- ..- ~22" '., . Y. '
. ,. . " ..' V ",";'?(TYP,);--<~~.:.J \'~N "'./.... "'" ....-...... 'W / ~ ~.~ \ \\ ,:. , \, " '-
· , . ~J' "'?~' 'V "" .... ~ ~ \ '( ''0''
.' -<~. 0 O.~HT< VlSI II.JfY~~'. ' ' . '0 ' .<i '-' \ \ \ J ') #36 ';.;0.' .,<:~~ , I.' .'
'. ''''. ,i1?':~IN:lGLE ( YP):,' '. . " ~. 1 ::gg g ~ ~ ~~ "- ./. . .~ I
(). ''''-..., ' : " . ,. t, ...... .' 2J ~ -...J ,:f I ' ....:....: to LO -.:t N..- ../ 814"< ")"',' . : l'
~~. ~0<<0~: '~. .,.'", . ".. ~.. ,'"',.. .... ....,....9,.. .~~V~;T.~~. .. ~"'II #18 \ ..-..-..-..-..-..-..- ~ /' I .:.~. "'Co~Co~,,,'rJ<::>fJ ,./ '
, q~ . .:" ,-q~.~.. V/:.~.. Q) t;; '..J \ ~... .. : I: ".' '.(')' .' L
. . '; .:. , OjV; . . '., '~,,:>O-'" . ~ .... C>>. . 34")", \" / ' '"
. ' TYPE. (~8. P~' TY ~ /- " .' ~ ......~: '~G).:. : "X/!ffi ..\ x"'l I><ll><") '.'11:1 . 'y""" ,'; .,;..... m' '.
: . . QF CL'E~ .I~, '.. 01. -ffi~' ':, ". )-, '~.. ". '" "." .... " .... rp'Y V;~ \)\ 1><1 I><l ",'0' . ... 'I OlN r-I '
... . "'\)' , _ " G:'a.~," . ,~, _ . . 1... I ~ {>..V;. .. -TE',-' ...: .... ..' (" '.I.'OAMOpS.(J)P' Ro..;;..,.,,-, . ..' ,
~',<~:~:< "':^':'I,\r-)0~ '~~oz~ ,":; ..:.... . if".;.....'\\( ,,'.' . :'<'1~" . ~'. 2 ~;~R: ~i~L~ING 8~:\ / '- _--: "'v.. ~... +':'. ..... .GA.. ,;,;,.. ......"...FD .~DtX.~~~". .
. ,,",~'., ~C) 'tt:'-'- .." .'. ...,::..... -q 1"....; <:.., / J ",,/' ~," ..' _G-l'" .CONCRETE.;....io..~.,........"\":C>< :/. '~~.\:D.:
(II>< "1><''''.' fx': l.' 13>-0::: .:.,......,..,... .-q "l.... .1, '.WHEEL STOP .... fTl \ / j / . y". "''d'''' , . ....... ...". "./'.. .~' ~ .,
v.;:"'. . "., .. ':JI:!:! ~ '0' '" ." ''---{/'TVO) " ~ . \ \. u ~.~,'O.' .. ,.. . V. . .._.,,~. . ~ o~ 00" .
,I><' .. ...... ~. ~ ~...J<l:. ';.J"' . ..' CONCRETE~' .' "~. . "'. V-l ;0 ,-".' 23 CT::f.#38 ~./"<......::....".,.,,:."TJ .
'.. U GG . . ClJ F ~ ~' >;..' ... .,,' '1. .,. '" .. ~ ....::;' 'O~ / ' \... / :. :'. (~\ ,'O~ _ 1'!'I-~"~ ---"':. . ~;;, -I ..
. (Z)H.C.RAMP R...1ffi~\X' J~.~tl~:" ::;;"OQ""~" ~.,'" ,...,,' " .' '.; . ,'".." '" / ( ,...' -" '. '. '..~-<;$;,.-n "
INDEX D4CR u b..-1:l '.:,:. '1.. '.". ... . .~".. ' X / / ,., ,JJ
. (~'o -'!$I ..[V-b.B'b...I...',....... ... . ...... '.. '", ,...... .. ,_ /' BRICK..,...."I',.. ,\'. --/' ,'~ ,...-;)~ m',
. . 1><:,): c ",~',." . o~ , Ix' Si. to"'. ..... .. . ."'. ..cJ ~ - _ _ _ - - I BBO L ;--,. -----2.
'" rD" (~~ + ~ ~~~; 0, "" - '. . :: .; '~...:.~.~:, : ~ 70.0'.. ~'. ',;" . \<1j,' ....>, . ". '., ; ..,'.,/' <..~.:..:.;..... ..:...:; I #~28" COAv"c::D \ 8ilt:: ~ 4' ~ ~AU< :
. '='-0 .,." < ""-." { _" ... .. , · . '6' ~ . ..'1 COV ENTRY. '. _ - - ~ 1 . x::> v~{TYP.) , . . \1>< ' ~ v;Co
~" .' ~r;).' J'7'~ . .:' ....: o:;..,~. .......<f@'1(.,,~__~~ \-@1140.4' rJ Ol.-::~=~ ~0"", :<"'. --'0'
() ",'" . . ., "'~ ./:. " . ~ .' . .,. '~.' "l . . 0/. g' '5' ~ :f. :;0 ..~. " 'I><\Y',
1,~'?"'V;' I-; ~ ' ',,,,"V ~ .. ~.'(.H.. w.. (TYP.) ~ t I ..' 0 ." ~co ~. .. ",'\' . . C
. . "'J r--- .. I\U'~ .. \ .. , 2 Ai; ~ ",'\' ,
,~)' o' ..,' Hj ~ ~~{'7 ~,!~ :'. ~ '~'~,= ~ '!lc~~Y m '22 2" . " . · @ :~~'~,,"~e ~::~ "1~~ED EDGE r~~.'- ," e;~:'~~iH;' c s' · ~:~ ::- _ _ _ _ _ " }2;:' ) ~ ; < ' ;' "~- -~~ ~ , .:'. :i :
\2. '~,'o'" '-' ll! XiJi,,,,~jft ", ... '907' ~ . ~~. ~". ". . ~.. ..;". ..... :,:;'.: DOUBLE H.C. STALL wi WHEELSTOP, ~. 2:,0 ~U~LTD~~6 -~ 20.4' . . · .~ i:~~. ",.. N \' n
nix ~bztn'I'/'~I-~(~~'~( ,r:~;"", ~(~ );8 25.7' /j CLEARWATE~.~N;txM~~D9:1~~7;~~8~11Y1~~~ (~')12'(TYP')1 ' FFE=20.21'. ~-".""I''r.:ql).!''..~~~. ..:,,-, "'~
v 0 0"";,) ~ ",'V r--. I--- TYPICAL LIGHT POLE LOCATlON /,". 1-1' . g' GATE V-l '. ~.: . ~ .....?"~.;':. ~ ~
'~~ 'Cf)~ 11-3:: '",~' i)'Q)21"':~ I ~~ ~~ 1 STORY N (SEEARCHITECWRALPHOTOMETRICS--/'.' I ,- (TYP.) V-l ~~.Tl\III\II\ltt"'-"'...,.G'AI'T-E""''' i;.'~"..'"",.,~....":.,,,c,! 't'l 0 "~""
~~ V;Y 1-- i5' G 1-' o1;)V;. #8"- '. I / ...- ........ -I 0- "'- APT.2 ~ PLANS FOR STYLE AND DESIGN ".. L.--~lg~~~E:DSI~5~:L~Lg~G .-\>6" 0 .......11 ,II II. - ()' , ~
~ ..... "''''c: <C - -.J",":J" !- ~ U, ~E = (Xl ,~ PARKIING STALLS 00. ~ ~ "
,.... '9' . OJ .',
~'" ~ '. .
'U . . ,
..:...., i~~ '.' I. ..~. .- tC'\
Iii"" : '\" .' '); .... I.J>' 0
. ,~~.. " ~':~~~:~ONr6;~ =;"f'.. , :<> - .:.. ~ 111,,~ps=':' ','-... ~ 2 ST1~y ~. ~~. 1 STORY"',, IS'(1YI'), '4' .' .:..', ..::: ~ ~ ~. ". ..... I::: 1 ;r<:009' gg1~CS:~T2~HEv ~#~;1'''5' :,ONC~~~:;',c"~~~~'" . '.' ,~': :~~~ ~~ Q ~
,,~,,<r;. \~. "'V;:.",:I ,h.:.. :"" . ~2~" 'BUILDI ~, ~ BUILDING ",~:,;~ !Xl ylrSTOR' J W:0 N '- p-- .." ~. ,:... .~. ',~~' "
~ . :\.'. 'V;, ' ...,... ; ..... . 86 L- FFE = 19. 7 ~ MEN'S DORM I.D., <' U.:;\ ""':r.l17l o:i BLJ.H:. ING ,... >. '-=
,~':' " . "', , "'.r' . (. : 23" \ FFE ~ 18.29' ::;:,':: ~ 5, ~7 SF/;~E~~ ~~~5 Sr;}, ..~ '-" " #J~ e \ ". ..[ . .
1i~e'.~~~"~~i' ,'" ',\ '~'.~' '& #8~~:.87 1 5wf;H :;~r ~:~~h*~~~~1,~ . . ',' ,,' @ ~, ~ ~ I ~. ~., ,,9" ~ ". T \ '_ _ _ / 1O~7'~::;- 'Q': ~ .::- : .....
.' () ,em'.) ,. -;0 . ~ AP.'t.3 0 " < II' ( = F'T' < \0 LlL.7 0 . " '
;~, I'U> : ""'. t'-, ,: - g .tiE". g ",,.. .' (1) 20"">' i:.~.I~':\\' .~ '" :h-C;: Y:W ~p. ~,:.~~S' CONe SIOEWAlK ~ ~ GATE=~ ~_ P ~:$~" ...~?"~ ~;~>!
\ CIOJ '- 1l.J:-..Jl) - ~ /' ,.,.~, ",1><.' .' - ..... CO' ~
~ ' ,. ," ".,:;' -<No APT.4 ~ ~~ ....(()11)) RZ41;;lST"OSTpOPBASRIGN..., . ~.. ~ ~ a:l \j tIC CIOJ cO .,:~,: .",.,....1 M //--,"".... ~F~~ l/i'I-\>'u ~. .:: : "', : ': .,' ,.
. ~ COV . "2 ~.--; 1/;:6". . . '. ..', ~bNTRI\~TOR' TO INSTA L
, . /lC>' C5 .' L-- ~ FFE = -...J -,. i;I' ' .,:'. XC) ,"t TRtlNC "trt) ClOMP' PER
...'. . . , !.~.:- _ _',. . ~ I.D I.D _, ,/ ,ENTRY :.. '~. ,. ....." - . ... CONlRACTOR'TO":J fTl ...': r=.!' 'y' 'I " ~:... ... J>.
.... . '1" ~ ' 3 0 . 7 .. _.1 RE N TRU"""~' "., .'J"".:" . , FD.O. ~..I\'<D.EX ;fA0.4 . .','
. "', .' x . n,C> I'X ..,", .. 19.07 ~_ _ i .," '., ..... \ / ~ ~- ."., r~ co S "'~>o; "'o.o.'/"J' /p) I '
~ -.JO 1'\ ,; -r<) -~5.4:i;-' 21.7' ,,,OJ/ J; ,. EXISTlNG SI~ALK '-", L/ ('/ .--. ''',. .... ..
I><'?'" ,~~\. ..",~'. /'. #1~ \: c: 20.7' /" tD 14.7' V-l,~i,i' V-l. II~ o..Ojx - ~ xl #12 t I d~'" '.' ",,!~ "'.--. ". \ ~ /.If' I. .
.~.jL~~ > t >f8,:; ..... r- V /' 1 ~tA/C ~;-';,';1.0. 00' (P) i i I'~ '\ 0.,"1 ~>f14 c~. ~ / v ,';\~;:';':"\ ,Jl' ~.., ,'C5W' , w~' " xi'<' i: ~";: 5~CVll0~{8" ~ ~ . ~
Cj;~'f""~~" -;, I' 50f0 i..;~r~I': ~3' ... \tt.",~",'r"""" OHW ~~:.'" 7 ~~!J\1~~rWM~j WM WM (.. #~fr o~' ~r';I':W~ :v/..M 55 WM. 55 ,~Y'~ '...' '.j>1>~ '
~,d"" OTINQE;H#Jt...,.\"<"",.,,,__. "\'~,~ ,1,,1 _. 'YJl:.~,:~";q''.' 'W'M" - ';:'.'WUM~~VV#q'4"~;>>:~M"'\"W~ WM t~Oy~yu",-~,J...,,~;...'\ I'SJ.S~JI() :f crT1l5'I --)SS ,Oj~~~ SS 9 c,.J.................: ,,,OJ'. . .. (I'X' ~." .... ~," '.
It"'''' / '" (I WM,20" ~'f/ IV )-.#{/' ~ /o..">7S55 ~..:r I f)j" ^~.j.. .. ~. .....9.. . . . ''', '~") E?<IS:nNp FiRE HYDRANT; '..
"V~ . M" WM /i \/M I ~IV.il:t/().-\ \-.."V 41r'-1::')f(,....)~ ..A'AS~' SS" )V. ""',~ '" .,Y,. .0.. X. '" ./ ""- /'. "~Y'~'" :.. .: '. !:--.~" ," , " '
I,;/^'\~ SS "0",) ,...., .. .? ' '. "". '~Oj'?r_'O\' ......'......'... -'-., ' , '''''0;,<::> EXISTI'KJG~'30",RCW F.M: ..' .:-.,0;',. . \~. '1-.,.' ..-
~<oWM ~V;, .~. .. "'. ':. W, , . \ ' -- '\v;~\,:>;>~,~ ~ (""J.OC ...'0'> J ~S.' ~.._,: ~ ~ ',r. p ,.....'?\' . 2 ~c.. QtIRB. ~ ..... 'U , . ' ''', ' ,~, ....."., .
~"~'.'~ .'.... '~~Wo~u~~~.':S .:.. i~~~//\~~ .'. ;/';~;c>~~/'" ./.' ..~~~~~~C;.: 'R~M\~"~r~~MTRAN"TI"'R~' '. .....~~~.~"/ ~~li~OfMP 'RC~ '..';~CM ,,,~f~ .. I@-:~& , ; ~,~< \ ~?~&D' RC~FP~&g"~M~
< SANITARY MANHOLE " ...' ,\ ';. ., " "," WjLATc:R.&LS ',.'; .. M-?-o;;OA."" R\ 70': ,I,", R.CM'., .R'C~ 't-'f'K~.",' .:, ..>0; . ..' . FPK~" :',' ; '. . . .,.' .', ", '" ''',.. .. '., ",. 2, -- " . - ,'~~~
.RIM ELEV = 14.64",. ," PC' ". ReM ReM" ',<oSKCM.' . RC :'-::<,' ."TYPIl "I"' CURB.~1" C\ITV 7. ,,~ '.~ '.' . '.. ..' . FA'" R BURN A. V, ~NUE" ).... ",' , " ,':. : . , " , ;'.. 'rif): 0 (_c>'. ,'" ,i,:SANITA'RY MANHOLE:,' >,~, .. , '.. 'b',,'\
. 'R eM, " ReM . tvl:,' " ., , ' . ~ ':, ",' 'r.: ' . " "?';'7' ;::U~.__(;LI:.AKWATER' II'4DEX #ld1 J" ' " , , "'. . ',) "RIM ELEV. ,19.50'., ' ,OJ',,.~\ .' . : "'- ~.
, ' , , " l ' . ' . '5< 't: ' , "V ~ ',. , ." . " \ ' '\ < ....Q>.I><"<> . ' v' . .5{...... n
SANITAR'y MAN~O~E', !,: ',,~i. ~ ,,", ",'. ". ". :. - ,.:, ..', :~,: ". '.",~'~ " ~: ..,,(ZZ)'H..~.J::E'f~~R~ ' .~~~I~iA~~..,MA~~~~1~ >~ ".~ f28:. A~P~A~T P,~~:M~N..T) ~Oj~'" .~,,~: RIGHT. OF W0Y (~? .-, 'x~<::>' ' ".., ,. .. < ,..,. Q '. .'<z~~' ~ .. <o~~", '01>< r0'S1''''~ ~ ,.~""- ,Ojn.-:'I OH"''OW~'?,,'O~I><
"RIM ELEV.. 14.74' ':.' .' . ' .,' : ,c>CO' '.', ' . ' " ,{o~. ", ,,'\' r-v'O." " . ' , ~ k . ~ .....~ r_'o ^ '01>< ,Oj~ .....OJ. ,,OJ' ,
'. <:J" ,lQ.... . .. ",.,'. A'.' C> -J,-, I><l'I...)" ,,~', ~ OHW "'"
I><~':' d. v'; ,'@.,. .. .':-'V;"'" , .,',~ ,'.,;... '~ .' ~<O:X"" . .' Gi> P ,,,OJ: ''',,,OJ' nHW nl-lW ~ ......................':\~I>< FCM4"x4" .....<::>y~.'''~''''4~CSW .."
r\ .' ,,OJ ",I>< ",,\~"V ",'\~ ~ nW\AI .. ~ .<11 "oq' nH\~l....~ .'..~ ..... ..'..FCM.4~~4:".....~.. '~-Y;:;;/J 0 ~~
,,'\ "'~. ",'0' . ~ .." ....'~". '. '4'C.SW .. .,,'.. -to ~, .. '<J. ,; ~ __ (Jj ,,,OJ<:5
.. .. .... ".. . . -e-- FCM D4"x4" (lC>'Y t::O::Jt::O::J
FCM 4"x4"G- ~ FCM 4"x4" v t::O::J
VEHICULAR USE LANDSCAPED
AREA
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CONCRETE SIDEWALK/PAVEMENT
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EXISTING CANOPY & TREE
TO REMAIN
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KEITH ZA Y AC &
ASSOCIATES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
3. SURVEYOR NAME:
4. PROJECT ADDRESS "SITE C":
PARCEL ID #10-29-15-26550-006-0110
PARCEL ID #10-29-15-26550-006-0060
PARCEL ID #10-29-15-26550-006-0040
PARCEL ID #10-29-15-26550-006-0020
PARCEL ID #10-29-15-26550-006-00010
1120 NORTH BETTY LANE
CLEARWATER, FL 33755
"I" (INSTITUTIONAL DISTRICT)
"I"
RESIDENTIAL SHELTER, SOCIAL SERVICES,
PL6.CES OF WORSHIP & ACCESSORY DWELLING
RESIDENTIAL SHELTER, SOCIAL SERVICES,
PL6.CES OF WORSHIP, ACCESSORY DWELLING &
OFFICE
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'~ON-T~A~6R'TD-INSTALL'" ?<:. '..'. .. ~
lRUNC~r'ED DOMES PER. .:". .,1' .:;"--
FOOT ~NbE~ ~4:~' '. .<9, ',,,,~'. t;
" .' .OH W 7' ,?$j"x/kV j
'.' ";. .:1... ,'. "'~~;'i~~ORGENERAL SITE N:TES: TYPICAL LIGHT POLE LOCATION.
'" .. .~' : c,S, ~,.': ~k~~".eJ ~A~e~. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC.
. : ..'. I><~( ":J~ ,\ RIM EL 701 ENTERPRISE ROAD EAST, SUITE 404
'I i"=; ''?:'f>C> ... ~'O' "',\', . '" N. INV SAFETY HARBOR, FL 34695
~ ",1><', . ':.. '\~ '",I><'?" \ (727) 793-9888 Bus
","" ". (727) 793-9855 Fax
",":J' l " '
'. ,'" " \ 2. DEVELOPER NAME: EVERYBODY'S TABERNACLE, INC. &
, , 0 HOMELESS EMERGENCY PROJECT, INC.
..... ~ \ 1212 NORTH BETTY LANE &
! <: 1215 NORTH BETTY LANE
\ CLEARWATER, FL 33755
3. ARCHITECT NAME: KLAR & KLAR ARCHITECTS, INC.
\ 28473 U.S. HIGHWAY 19, SUITE 602
CLEARWATER, FL 33761
(727) 799-5420 Bus
(727) 799-9625 Fax
GULFCOAST SURVEY ASSOCIATES, INC.
9625 ALONZO ROAD
RIVERVIEW, FL 33569
(813) 626-8556 Bus
5. ZONING:
FUTURE LAND-USE:
PRESENT USE:
6. DEVELOPED USE:
7. LAND DATA TABLE:
TOTAL SITE AREA: 87,500 SF (2.01 AC)
TOTAL DISTURBED AREA: 26,965 SF (0.62 AC)
8. BUILDING SETBACKS: REQUIRED: PROPOSED:
NORTH (FRONT): 25 FT. 25.90 FT. TO EXISTING BLDG.
NORTH (FRONT): 25 FT. 8.70 FT. TO EXISTING PAVEMENT
SOUTH (FRONT): 25 FT. 29.70 FT. TO EXISTING BLDG.
EAST (FRONT): 25 FT. 24.60 FT. TO EXISTING BLDG.
EAST (FRONT): 25 FT. 20"30 FT. TO EXISTING PAVEMENT
WEST (FRONT): 25 FT. 10.18 FT. TO PROPOSED BLDG.
WEST (FRONT): 25 FT. 20.50 FT. TO PROPOSED PAVEMENT
9. BUILDING HEIGHT: REQUIRED: PROPOSED:
(FROM FF~ T_O rOf OF PARAPET) 50 FT. _ 30 FT.
/__~~~......v~~~~~_~~~~ ~~~~~~~~~~~
~> 10. PARKING REQUIRED: 84 SPACES I
SEE PARKING STUDY ATTACHED TO THE APPLICATION FOR CALCULATIONS. ~
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11. MIXED USE CALCUrATION:-- - -
(26,921 SF NON-RESIDENTIAL)/(O.65 FAR) = 41,417 SF MIN. LOT SIZE
(87,500 SF LOT SIZE)-(41,417 SF MIN LOT SIZE)= 46,083 SF RESIDENTIAL DENSITY
(46,083 SF RESIDENTIAL DENSITY)/(43,560 SF) = 1.06 ACRES RESIDENTIAL
(1.06 ACRES)(12.5 UNITS/ACRE) = 13.25 DWELLING UNITS ALLOWED
12. SITE DATA TABLE: EXISTING: PROPOSED: REQUIRED:
SITE AREA: 87,500 SF. (2.01 AC) 87,500 SF. (2.01 AC) 20,000 SF. (0.46 AC) MIN.
BUILDING FOOTPRINT AREA: 17,828 SF. 19,403 SF.
ASPHALT/CONCRETE/MISC.: 23,779 SF. 21,986 SF.
TOTAL IMPERVIOUS AREA: 41,607 SF. (0.48ISR) 41,389 SF. (0.47ISR) 74,375 SF. (0.85ISR)
TOTAL OPEN SPACE: A~ aM ('I: f4 m:; AI"" ......4..; 4 ~ ('I: f4 ru: At" 1.~ 1?~ ~ In ~O AC)
PARKING: 27 SP~CES _ ~ _ 43 SPAC~S _ _.~ 84 SPACE~ ).
NON-RESIDENTIAL FAR: 1:), ~ ~ llT.1 rT"fm} 'ZO,1:JZ I "r \u.vv, n"l \IV,U' " U, \v.w FAX MAX.)
DWELLING UNITS: 7 UNITS 7 UNITS 13 UNITS MAX.
13. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SHOWN ON THE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #1205096-0008-D,
EFFECTIVE: 08/19/91.
14. THERE ARE NO ENVIROMENTALL Y UNIQUE AREAS ON SITE.
15. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED AND/OR
PLANTED" A R-O-W USE PERMIT WILL BE REQUIRED FOR LANDSCAPING AND ALL
OTHER IMPROVEMENTS WITHIN R-O-W.
16. SOLID WASTE PICKUP WILL BE AT OFF-SITE DUMPSTER ON COMPANY
PROPERTY OWNED TO THE NORTH.
17. PEDlSTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY
OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPOSED
SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF 2%.
18. GUTTERS, DOWNSPOUTS, UTILITY BOXES, AND OTHER MISC. SITE FIXTURES
WILL BE PAINTED,SCREENED, OR OTHERWISE CONCEALED, OR BLENDED IN
BUILDING ARCHITECTURE.
19. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB,
SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER.
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PROJECT #: 634-08
ORGINAL DATE: 02.06.08
CHECKED BY: JB
SHEET NO.
DRAWN BY: RM
C4
OF
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NOT FOR CONSTRUCTION - PERMIT SET ONLY
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STORM MANHOLE IN C.l.lIAl-llllLn.-~J\W
RIM ELEV. = 12.93'~Or:\:
STORM MANHOLE OHW . D" Ix ~
OHW 0- W. INV. =9.61 Alxl>< C5 .... "). ~
RIM ELEV. 14.02' H W 9> .' 't: "). ." ").
, OH W 0 ")~ Ix" E. INV. 6.93' ",,?,,")' " .......-' ::i.~ " . ~
OHW N INV. 10.37 OHW ". 0 OHW 0 ~" 1x~~'O " "). .. v.~. .' '~'. ,
Ix" IxCO OHW '@ UGG ,,~.:....':\ "."J' .'. If "v, "'0,-"),;..'-J,,")~~'U1,.V) \\>"~~NC' " ,.
"". ,,'J..' . .,J :'v" ^.'''' , <l ,. .' " .", V)~ , . . " :' ' ,,~'?".," ,,")'. " ' : 'F~UME ", , ,
;~ " "'. " ".')~ ~. 1'" 'y t 9:' .' - V <l ",'. .' .<>-.V)6. <2.'. CONy. CURB ",;..<0.,." ", ,. .~. / \ "".. '" .,'" --., .. 0
:'\ ' . '" ('\'Q.~ " . "., "v "J, " , " , ,.,: ,",. .. . '.Qi'V I: CORE DRILL&: CONNECT ". FPK&D'" ". ,:r. ,-
,. ,"). .' ,,', , '.' ,,-v'."0': " --, "." ", ", ' -,,,"),,, " ", '.' " , '(). " .">..0).. ""'. ' . ,"),., '~'.15"'HDPETOEXISl1IilG':.. ri" ' ~' ~. i\7<
, :' ....";'SANITARY.MANHOLE ",' ,,"j;' '~. "" , "'..,,! -,~'V' '. . , .~,', , ' . TV LANE '0 . ' , , Qr" r.: ,I Ic'TORt.I-ht-;H 10 '^
~." "RIM ELEV. = 11.80' '" ., .' ". ". "Co',' ".,-"" ' :'.'~;~1-''-, 'c' :~,.,BE~' '. '. ,J'Sx~':""; ,'~ ',,~'.. '., >~: .....~T6R~XMA~HOL~.I~ ct",'<:. :.~~: ~"~:":""" '. ;'F~;,~~\l5i;'~",,::XJ "" ~ . .', .~." :",::,~t%~~,
@__,"~FIL~EDIN,NOINV~RTS);.,' ,,~(>.,?<O, '., ""_-::--~,-,,....'-,._ .', ","); '\.. ' ~ -'" '. ~':' ,.,)( ".,' ,',',.(28,'A'SPHALr'PAVEMENT)',"". .." ", .RIMELEV. = 13.59', '.: .":,'.' .:, LB.67-11,'. ,','CO"'-)', ,:' l;i<?"',; ."Ix'~
".. "v ,...... - oi )( L ' '. ", " " , . '0 ";0. , " ' . ")' " " '" ""t,'b
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,,' < ',. '. /'., '. ".'..,.-,' " '" :'\ " , ,'- \Qq.1x :', .",,")~::>,. '.' ,. = " . "" , '..:' I v~., ")? x,. ".": '. ':'. ~' v "I><'
TARY MANHOLE:" " " ' ....../ ,.'- .\.." , " ; '~'P,,~' " , ".' ,'@. 6o'''<-S.~~ ,,' 2' 'CON~ 'c\JR'B . '" '" ",----:---,...' ". '~' . . IX"
ELEV. = 1,1.4\6' ': .' " , '1 ' : ,", '. "):v()~ ' , -- ',," "<l . ~ ")'.' ~. b · )( ""(C) ~/'" SAW <>JT, RE"OU REPLACE/e< ~~ ~>W ': : (JHW '6\ix~- l
~.:=:'.~'~'~'\'~,~~FC"I'R'~' 5:/8'''' '~ .~',_' .,~f!'" ' , ':,':'" \. 'GATE~ ,. ~.. ",,\AI',,"''' 501'56'5,-?,"L .350.00' (p) ....UH:', 350,00 'uHW,. ," .:.JOHW....... .'. .i'.HLW' '" 'r"c:jf~ ~/'.~) .' "" ",. ..,' ".\,', '" " '~.;(..h~. .~~t~V;J\!. ~
, v , , . ",'0... \ f\'LJ\A"" '.. ",..' '" ..v4,'Csw .,_." 'lO...,I..... · i]'- _____) (P/ I:':. - ..:", ",:" . ~ IV)'
~,' .,," , .LB 6711 " ,c.-:-.'" -:.() . ''''Jf'VIV ~'."~' \" ,'."" '<./~": ..'.:' ".. """. ..",." ",ft,.,^ ~ !'Coo''''' /D)~ -"-,, ,
\~' . ~v /' l.'.~W ;;4"b~vriJV.' ; ~-":":' n ,", "-'" '--' 5000'/P)'--'{ no. ,= '! J' (/ ('/ ,......--" ,...... -, ~l/ .<-:. ,. "', (~I,",'.'I '" -'MSTAONRHMOLE
\{j,.().A~, ,,' O:HW:, . 4' ~'. "',I.' v, ",1 "I-" 1[!..'7:"! ....... :. .,,15000' (P)"-" [f! (' \~0\ef5" J /, /" --< ",I-' I@i
~.' '--' - · y I '- / \ c. h:" " " .... ..." '...,CC:..'~; ,,<0 \ IN CURB INLET
"". . '. ':-, ("'~?) ~oo!i?' (p) "-" #70~" 5000'..(P) I A;c.,;..t6NC::' ." _/ I \ ., "'," '-J RIM ELEV 14
'~.:':>r-'X"IS"1'1't.. ~," ,,:(' --:" ~ ~','~L "." r~V)" #7135~'.' 12" I 35 I / ..~ '.r? ." ~::i:.> . <-I ~~~~RYBODY'S / #6i. \ 1 .10",8" \ 1/ l;~;'"l '1Q<\<b() " . ~~:'<.Ix;~. "V)' , N. INV. ,,; ~O. 77'
I:. "'-. "D TABERNACLE \ """/ \ #58 J ~...'<; ~, .' "~ ~~:, /-.' . ,,,-c._ '. \
~ I;'IRE,H D~,y.J "', 2.2'S ',/""" I I.;, ...... . ~'. ..' i " STORMW^r~:=i?~g \ 8 . 12 . 101 \ / ::,'~" ,," ;';.,1'- ;'J <~.~.,
;' \0 d ;~'\0" "" "'";o~~~CJ'c~uE~f " JJ :; \ [t'~ 21.8' 'If , BOT~~:1~:gg \ ", _ _ ,...... / ........ - - ,/ 2~~'~ ..., "V)' ',. ,,' \
')"': /,' ~ ,'1- "'&;. \. is ~1/ 42.6' I' - I", /\ '\ < ,: ' < ,", ~ \
\ . '" BFPd ON ' ",,'V' " \ I TI Z '7 5 STORY \ ~ - - - - - '\ '\ - - - - -.......- - '-- - _ :;,. ,<:
J" f\ ,CON tEY,', "" I',: ~ I( ~,/ g I TOWER N // "" /\ '\ .~ /,/""'" t~....." '. :,.. v
mc '. ',~" \',,'.' ,: .' ", "ClD'fi: '-_ ~ _,....../ ~ L 1.5', ./.../6~~R~1~Y \,- /.......... ........... /.~., ',,:.- ~ l, .. \
) '., . , . . . 10 - _ _ _ - - -I'- (COV CONC \. . . . . . . . . . . . / .~ I
J .', \ ~,~ " "'.' ~ · / ., - ......... . . .. . ... W ". ", ' , , . '
- ,"'. \:' / -~~tE~T~S c. '7'" "I 1ST FLOOR) #19 " ~I\ .......................gg gl~~ ;,' ".:, r c ,~., \
,. " - (::...." / MARBLE GRAVE ] . no. " ..I)TTO~AI.Sj-iEl-F....."r....9:......~).I!,ml,. #51 ". ~\,
,., ~'?~. ':':~~~..:::'O <,/ .... ~/,/ MONUMENT .. ~ i\;"\ 14V21" "\~I\ .......~&1!~.?tl.......IT~V....~,uL.Al ~22" ': \- ", '^ \
." ", ' ,.' ")~':'r --'; -:' '.' N. ~ , \,~LA;~ii!, .....................~., '~'r' \' <0',' ,. ~~\() ~ \
1x'1.- ~ \ GA TE ~ () ) \ . . . . . . . . . . . . \ .~. ':. "CO ' , . 'fo<;.3 .' 1\ 10' I
X"" ~' gg :5 ~~ ~~ '\..: . . . . . . . . . . i"'--- ~ OUTLETSlRUCTURE 36' !'.,IQ',,\, "( ,0"" ~
9;~J'~'~:. ~ -'- ~d ,"', ':;' , ;. ~ ;;; f #18 \ ~~ ~ ~;! ~::: Ii--- SK~~ 5:!~ll:~ e t4" ",,,~/ ."a.r . ' ~,,:'1- I
~':'-:"'_\ ~~~ ','. .,,'-'.':'J~~'< ~:>,','.~"'" ......." ...""" ". ~ a>'.~I\ Q)34" x,J:- / /.,/ \~ORAFI~~m~~1~:~g ~")" ".,""",.~:..~~...}l.:;!'::...'(')m.."" I
,.' ~ ')J, - Ix"', "Qi '." 1", . · .: ...~."~.. / /co5.8' 'I ,Ix . .; ~ ,/,.--. .
'.'. D~', ,,,.Ix: :'. " ~'Ix~''':';''..' ~ '. .... "'';' .......~ .........'." :...........:... V)' '" I ~~~=11.00 '\ ~ ~ ,,'0'.' . '. . . " ::'. ....', ~~ 0.' . \
0' "t<." ":l~. ''''.' ~~.';'1 . . ..... .... 2 STORY BUILDING 0"'" \ / _~ ~-~ ~ "CO?\ . " '.' ........,..:GA~[,-~,~ .~. :.....".,:.~>..: I~: ~; -)> ". '
Ix . .... :'.''', ,.9:[" ...., FFE = 18.16' 0 \..: II ~ _---- ..: ~ '~'\.'.." .:. '.;;" \,,," .: :..:()....~ .....1/.. .'o\B ..,.," 0 \
"-oj<, ".'. .~.~.. ,.~ ..' .:.,...."..""".~...:.......~~.".. 'I.... .". .' ..' . ~ '1' I ~~ .......:.... ..CONCRETE....... ..',......"\~:..:.: :/. ~I'\,.IJ. ::r:
J.... _~ ,'"., ...1..."......... .... ~: [Tlz.. \ / /' '.'~' . ..~. , . .... . ..... '.' ". .,/. .9>' f::. -<
.' ~ . ",., .:'~Ct+..EXIS~~G EDGE! ,/ ~ c-.... .~,'..~~'.. '. CONCRETE. .. ....". ~ ;:d.' \, 1 ,i /p ~ .~.'~: ..:~("~CO;':" '~. ; '.. ....2.3 n.#38 ~;~. : .~~ 00-1'.' <:
UGG OF P VEMENT AND CUREi~ 1--:, ....... .... . .", .' . ". .: ". '. -' -" 'O'? / \.:\.... ./ r- .... '\ 'sl.:: " n\I-"'" ~' .::iE)>, " I
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. ... . .'" .. / -. .... , , .i.>',";~ 1.' ;::.}~ .- @/ #5028" COA~E:ID..\. 8rt41;~,' ,~, -I'" c~ ~FCM 4"x4
f b <'-' -.: "'" ["", ,,: ~.".' "'.... .' ~ . ": . ~ . .~. ..' ,,' . 'I . . JCOo/ENTRY I.....: ': .'.. . "'};'~~ j'~' ~J:' ~ ~J~ --== ~ 18\ 0 ~ Q> f .~,.--.. ")IQ~"," .~~~' V)IQ \
,," ,.'.....,. '"V)/~/>-:- ;;;;:: '. '.,: ,. :,';',., <: .~; <;@.,f..,</I"'--'=t-'.< . ~ ~ ~9~~ ~ \ I I 40.4' ~ 11 ;~s ,,~'~ ," ..',0" \
")()V)' .',' .; 'V N ."..,,~' ,""! ,C . '" ., .-?I" ....... . X ~()I'.r\"/., -=,".'. ~ TYPED-1 \ .j>. .. ~ ~;38 ",,~ ~ . <\'.' 0
?<, 'if }<~ !O~":. >f1"F\~~W 0207"'/:)': ':'"""\~:-*-< II ~~~": ~ = GRA'"\~~:i~:! \1a75';;7 ~\.'" ~ " 7::Y, ~ .~~ 'g ~
,?~\ .. ffi m~,?~; ~t '? ~,: ~'/ ~ ~ 1 f{c:T ~ ~~;'22~2: / ,/i.?1!0 ~ 17":: 1900 ~i~'2n~~ 8~I< '~T~I ~o:- - - ~ u [6~~:;; -r 2~:'" " . ~", 2:'~"M_ .~~ ",' ..: \1
" . ",')00": IE '/~> .."- (. "\ 0 ( g ~~ ;:~7~ Y TYPE D 2 ;9,60 ~ FFE = 20.21' ~." '. --",,'" I"~".":nl.,,,. ~" ',,' I.' "'~
I> j"U CI) I I 'VIQ i ." . , ~" < 0 ~ '.' GRAlE ELEV=17.70 " ().. rn
1" CI) z is !;",V)'~!'" IxIQ .llrCiI I-- ~" (S)INV=13.60 ~19.40 ___ ,r== GATE IN ~,. '.,'
~ . 0 I ~ '''~~) ~. W}21" "'11191 I .f"<. (Tl 1 STORY N . (W)INV=13.60 r ~ IN !=' () 0
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")". r- II ....... -I V)' . r .r-- ~ ~ F{E = U1 ~ , c' ~
~~; O';,,(~f~~~ ,<, ~/.:: ' 19>Q~' co, .' g 19.60 Ft ~ fII < ,;".~ 6l: ,.<. '0
:::10~~.'" ">'~'I>\~/j~ #&5 ,'8~ ) u~ co'~; ~..,:;":~.~.,,,:.,f;<",..'/~<'.m0 23;{f~f~E";54:~'"..:'. ,,~,~~~"2~~t~ I
.., ;.~, ~.'~~Ix..."V)' V H~":...,,- ~ 2ST~I{Y o.~. ~ 1 STORY,' : f '~'.. 1.~~ "'" CID "'" 1 rl .i-;,..~,.'.',..,r;1 "N 19.2' ~';:',,~' "~~t.\I>-\.. YX-- ~~c''N..,'~.,'';'~~.' \
"",V) ~~. "V)~"'"l;" .. Q>'" 'BUILDINf_,~ BUILDING 'I . ............6.."'" 1'= ylrSTOR' L/. L;.JL:J o:i lSTOE:'t-,'lP'j15 U .'" ..' .'w
, 'v):Y '. ,. .... ,."" ~ 86 24 '---- FFE == 19.\07 ~ MEN'S DORM to ~ c.o.. (TYP,)--- .....; ""--I" Pfic.ll u.;~ ""'r;,.0 BlJ,H:.IJING > '" ,,' '<.: \
'J..V) ." . .' , N. .~. ... ",' 23" \ FFE = 18.29' ~,;;;:;,: II E ts~ ulNG i...rl I #.14 \ '
'''\N '. . ' ,,' "':'1': r;:#87 I " .... - ~: <<:: ~ '" I ~j\ 5.~F/F~~ 0,015 SF,}, ~ \ 9"", ),< __' '"'' J < ." "I
f . . q' <~.\ 0 j"\ ,,~ ,#8~14' N 1 5Tf~Y N ",.25 o:~, fll' "'" ~ 5~L ;:., '~:.:: . ( I ::: .... " ~ - ,,/ \1L, .- :r" . . . ~ \
, ~ H \ .. ~: ;. ". ~ ~ J-"'- ~ 1!rnJ.; ifZ'{:~17751 ~;, '1 ' ,.\.J 'L ;"filM~i ~~ y";.~ ~~:::~ EXPENSE L;: ~ - ~ p:./: I u ~ GA TE~_ ',': '.,," ?- \
'" .... : " ~ ..: ..]- 0/ 1907' Ale ~ ~ IlMi ~ ~! .' . <, ~ i!l ~~k';,^CKFlOW PR"<Tm WIt:' <,; , ~~ 5 / :., ,": ~~"" <....'!~ : ;,":oj ," B,
,<, ..... ..... '.",' ':'\C ~ ~ 1 ;:~~y ~ ~o< cov.:: 11&40~ : ---[ +:<~;. ~ / /1 ~umlf:" ~ "~~ ~ ~ ~~~<< / ~t~H(~~"G ODEWAlK j // - ~~2~~~ .".. .... ."'~"<<<~ \ 9<
.", * ,d)~'I~ ~ I <,~~ l~" ~ t ~ \ ~ ~ ~::o~ : ~~ ,:;:- ~ ~ENT:,Y 7' v 11..40~, :" )' j'Jj '~lr" #12' \ < (' -fl.~." \ ~~. ~f" ~ ~5o. 00 < (P)~ I:, &; J<,' "',' ~ ~ ,,,~? m
" " .,", "\ . "1' .8 T\ I/. II' I':"'~~~AE;I~. NG...!.rooo' (p) ';:" ) "COrpO) x \ 119.66h.", ~ ~ ~1'4 CT, ~ ~ ~..:} V .\.:....~l\~'.... "'. /" .'. . 4'CSW'.. .... :" \~/t .~~~ ;" "F~^ ~~ ~M ' -"~~~.~~.,~' ,~1
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\><"" ~~ ..:. . '., ','~, '\~ '![ n~.('~'l~ / 'm: #9.1'.' ,:',: .\t'~<.. .,\"x " ,,: WM ~ 119~i~,~,:' ~'~~;~v~I~~A 'rm~'- M A~O~WMDV~~\"Vt#--!,~~/6:;' 6t~:..,~~.....~~.~~~. q.-?L M SS SS "Qi~'Y~' "V,'!.' "', '. ..,~"'9'" ,:"" '. ,
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.. '~"'" ,1::1 ~ ,,:>, " '.(_ ,,,,,, ',." . ...', '.. ',' >BY'CITYAT~EF'SEXPENSE ". 'RCM-" RCM" , . IV' '. , )(. i'eJ '" , ,.. FPK&D.... " .
.. II) . '" SA..ttbrARYSEWER.. '~'..........,.' ,_/- ' '. "'9 "".--, M'., ~kMs" 'Re.: ~I>trW"stEEVE 'RC~I~." .' .... .' ' ----:-; ," ....... "",- "I..' ,. " "." ,,"', 12
II,RY' M~~( L~/~',' ~ ," 'RCMW/ L!,Jm~~M> . ~ '. RCM- ~ ~~CM' .': ~c.,tJ2~ sANITARY~~:~~6~~fxis.llt.J"; . '. . '. .: :.~. " -' . --~ri' '\i\o,;m~i}lf,fE' FP~~:, ~.': '., .... " ~ . "'''' : ~"'; 0 '. .' D' ,..., "/:SANITA'RY M'ANHOLE:' -- "',,0. ,..'" """, ,:'~1-\ ,_.,.
~~M='~'~~};' ~' ',:,' "...;<'1; 'tt. . ~ 1-^~"'" :', ~ANI~~~~~&~~~~Ef~~~'''-" ., FAIR BUR".AMV-I::-'101 ';~'(')''-'. \'.,,\' ,.... ..... .' ,,~\~' ":'RIMELEV. J9.50'.,,,cb'()'I. ," " .:'~.~;'" ..
, .~ - ~" ' ~.,'.'. .~", ~~ ~"'" -- .." . L~., , (28' ASPHALT PAVEMENT); ~"60' RIGHT.OF WtY .p,.' ~?, '-",< ,",' Q ".' ('\.. ,,' · 'SZ"( ~ ;'~., ~%1' . Ix
. \~ .:" OJ."" ,..' ''', ' , ,'.) '0 . TOP ELEV. 18.21 .\, ." ~ " Qi' " . \ ',. ," ,. '0" v I>< :'\ ")" q.") Qi
ITARYMA",IOLE', ' , " " ". "('\."" . A)i,;".. .,' ,,'" ,'@;..'.:"":,".'.v....</...." c~1x ~ ('\.? ('\.'Y "q.' ,,'0' "CO'
ELEV., ~ , .()CO' '. '. .' '11:7' ' . "'J..v. 'q"" . Ix' Qi~ Qi' ~-J ,,-J W
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'.' ... ~HJ,)c.xi "Ix ""." [gI no n\--1\^' .",. .~.. ':.. ,.q. 0 0 V)q.
Reficuli~ Bars If x i' "Co' v '" ",q ~ .: '4'c.sw ...~'.' u ".. '.":1 · .~ . ~ ...."... (j;l "q.' 0
Bands 2."xf' .... q ",., . 9 " ~ A""A" FCM 4"x4" 'J..()'Y I:=O=:lI:=Q=:J ,,' Sa 4 _...r ~
Approx. We"ght 190 Lbs. ~ v 1 ry-
TOP OF BANK " ~~\..\
5'-5" CJPL ~\\\~ -
5i" CIPL 5'-1" Precast /,5i" CIPL HORIZONTAL WALL REINFORCING ' ~ ~ ~ ~ ~ m "1111n
3i" precast-)...j 4'-1" i.L~ 3~" Precast SCHEDULES (TABLE 2) 0 2' SOD "'-111==111==111=
II- -II ~ ~ . ..', .'. ---!.m~m"-l.TI
WALL AREA MAX. SPACING' ~ ~ ~
r ,/.. ::T DEPTH SCHEDULE ("n2Ift) BARS WWF N ' ~ ..
-olI 3" el, Gral. 0- J1 ~EY' Boll 0' .6' M2 12" 8" ' ", .. ZH .. EXIST GRADE ~ .... ~ :.. DIA OF PIPE LESS TH AN 15
r - Horz. WaIlRe"nf. 1 See Index 2.01 6'-10' 0.2.0 6" 5" 2' SOD ;'. :..~ ?i:'::: , D \ Illl~lli 1~~lllllilll~T
~ (dee Table 2.l-..,Ji ~#4 Bars 10"'3': ~:: 4" 3"<t);~ 2 SO V ~~oo PSI CONC AT 2B DAYS
~ "" ( Ii 12" Cirs, 10'-15' B5,5 0.24 51" 5nL- 'r~ I~I ':',~. ,..:; '~i I~f! II ~ · 6" MIN NOTE:
Q;) ~ + -.- T "\. \. ' TYPE D "III Il':.........:'l':.........:'l'~ I L J II III=- CUT PIPE TO MATCH
~ #4 Bars '----!:I I jL....!:11 rL....!:, , , . SLOPE OF ENDWALL
@ II" Ctrs. Recommended MaxImum PIpe SIze:
3'-1" Wall - 24" P"pe
4' -I" Wall - 36" P"pe
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TYPE "0" INLET PER FOOT INDEX #232
NTS
TYPICAL MITERED END SECTION FOR PIPING LESS THAN 15"
NTS
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20 0
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20
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I
( IN FEET )
1 inch = 20 ft.
If'
"
LEGEND
- -
PROPERTY LINE
~
OPEN CUT AND PAVEMENT
PAVEMENT REPAIR
,,,---=cc==-..."''''''''
PROPOSED STORM PIPE &
INLET
MITERED END SECTION (MES)
o
ss
PROPOSED SANITARY SERVICE
--
/ ,
/ \
I \
\ /
" /
.........-/
EXISTING CANOPY & TREE
TO REMAIN
I\.
~
PAVING, GRADING & DRAINAGE NOTES:
1. THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SHOWN ON THE
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL#1205096-0008-D,
EFFECTIVE: 08/19/91.
2. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION
CONTROL ALONG WITH GENERAL NOTES.
3. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
4. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCHMARK (TBM)
LOCATIONS.
5. PEDISTRIAN SIDEWALKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY
OF CLEARWATER'S REQUIREMENTS AND STANDARDS. ALL PROPSOED
SIDEWALKS SHALL NOT EXCEED A CROSS SLOPE OF 2%.
6. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN
THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
7. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB,
SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS OR BETTER.
8. ALL DISTURBED AREAS WITHIN R-O-W SHALL BE SODDED AND/OR LANDSCAPED.
UTILITY NOTES:
1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER
UTILITY ATLAS.
2. POTABLE WATER & FIRE SERVICE SHALL BE PROVIDED BY: CITY OF
CLEARWATER
3. SANITARY SERVICE SHALL BE PROVIDED BY: CITY OF CLEARWATER
4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER
SERVICE WITH LOCAL ELECTRIC COMPANY.
5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER
EXISTING UTILITIES.
6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE
AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION,
CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF
UTILITY, INVERT, CONDUIT MATERIAL ETC. AND CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS.
UNDERGROUND WATERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN
SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE &
VALVE TO THE LOCATION OF BACKFLOW PREVENTERAND FROM DEVICE TO
BLDG.
WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED,
THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO
CONSTRUCTION AS PER NFPA 241 FIRE DEPARTMENT CONNECTIONS SHALL BE
IDENTIFIED BY A SIGN THAT STATES
"NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE DESIGNED IN
ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS
FOR INFORMATION SIGNAGEAND BE MAINTAINEDWITHACLEARANCEOF71/2
FEET IN FRONT OF AND TO SIDE OF APPLIANCE. AS PER FLORIDA FIRE
PREVENTION CODE, 2001 EDITION. MODIFICATION TO SECTION 3-5.6 OF NFPA
FIRE HYDRANTS SHALL HAVE CLEARANCES OF 71/2' ON THE FRONT AND
SIDES.
ALSO, WITH A 4 FT. CLEARANCE TO THE REAR OF THE HYDRANT PER NFPA 1,
SEC. 3-5.6 15. CONTRACTOR SHALL COORDINATE RELOCATION OF POWER &
LIGHT POLES WITH WITH THE LOCAL UTILITY COMPANY. ALSO THERE SHALL
BE A 2' HORIZONTAL CLEARANCE FROM THE EDGE OF SIDEWALK TO ANY
01 VERTICAL STRUCTURES.
16. IF THE PROPOSED PROJECT NECESSITATES INFRASTRUCTURE
MODIFICATIONS TO SATISFY SITE-SPECIFIC WATER CAPACITY AND PRESSURE
REQUIREMENTS AND/OR WASTEWATER CAPACITY REQUIREMENTS, THE
MODIFICATIONS SHALL BE COMPLETED BY THE APPLICANT AND AT THEIR
EXPENSE. IF UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE
INSTALLED, THE INSTALLATION SHALL BE COMPLETED AND IN SERVICE PRIOR
TO CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT
REQUIREMENTS.
17. ALL FDC'S SHALL BE LOACTED WITHIN 40 FT. OF FIRE HYDRANT AND AT LEAST
15 FT. FROM THE FACE OF BLDG. FDC'S AND FHA'S SHALL BE LOCATED ON THE
SAME SIDE OF THE ROAD.
18. ELECTRIC AND COMMUNICATION LINES SHALL BE INSTALLED UNDERGROUND.
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
__".,,"""",'"':..m....',,~~
KEITH ZA Y AC &
ASSOCIA TES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
WWW.KEITHZAYAC.COM
EB 9351 - LC 2600212
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PROJECT #: 634-08
ORGINAL DATE: 02.06.08
CHECKED BY: JB
DRAWN BY: RM
SHEET NO.
C5
OF
C8
NOT FOR CONSTRUCTION - PERMIT SET ONLY
-
~T.O.B.=17.50
11
SOD
STORMWA TER POND
BANKS FROM ELEV=17.50 TO ELEV=16.00
DHW=17.05
DLW=15.75
4
11
2
BOTTOM
ELEV=11.00
4'-4"
.
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FIBERGLASS
SKIMMER
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SKIMMER BOTTOM EL= 15.25 I
1.3" ORAFICE EL - 15.00
OUTFALL PIPE ~ I
15" HDPE EL=14.70 --------++ ~
CROSS-SECTION
FDOT TYPE E INLET (Modified)
5-3/4:""
4'-4" "-
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3'-0"
Steel ~ c +- f-H- 21
Grate -!--
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Install 6" (Min.)
Gravel Bedding
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& FISER GLSS SKIMMER DETAIL
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WHITE BORDER
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BLUE BACKGROUND
1'-0" t
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. ,./ "..,..- DISABLED PARKING SIGN
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~ ALUMINUM
~
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DISABLED ~
PERMIT
ONLY
BLACK BORDER
&: LrnffiS
WHITE BACKGROUND
BlACK BORDER
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$255 FINE
F.S. 318.18
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I- 2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
ill-II i'..1 I. .i: Will I I l--a"x2'-s" CONCRETE MASS.
I-I '';'1 I'of - FINISH TOP OF MASS LEVEL
- '. ,'. '" WITH A SLIGHT RAISED WASH
-'11== . .1 I. 1- I" APPROXIMATELY 1/2" MJOVE
- .....1 I. ~ - Ol, LEVEL OF TURF/SOD.
Lill...lla.
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HANDICAPPED SIGN DETAIL
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CITY OF CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
~~BY
II.D. ~?BY
N'P. ~BY
TYPICAL HANDICAPPED
SIGN DETAIL
12"'"
Updalod AI.
IlESCRIP1lCN
1lEV. DAlE
~TE
511I11
IIlEX NO.
1111
.~.
25' L1TTTORAL SHELF @ ELEV=14.00
NATURAL RECRUITMENT(863 SF)
NWE=15.00
~
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1 ~~ ~ ~l ,~ ~ .~ ~ ~~ ~ ~ , V ~'1 ''1 '\f ~l Vy Y ~l V '~~.'f V ~)~) 'lil ~t
11
2
STORMWATER POND SECTION "A-A"
N.T.S.
HARDWOODS
DF P LINE
'0
~'Oo. 0-
:00
o
~~
.~
~
. "".
'0
'0
2/3 0 DRIP LINE
-
l,/ UPRIGHT
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....\HORIZONTAL
z
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-
- 4" Drop at All Drives
5" 1"
H~-1/2"R
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"'8 .E >-, ::;.:;.;:~ .1
o ~ ~':!':;:;:;.. ~
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.... ~ .....v //0 XCWr. . . . . .C~~p~cted. . . . . . .
~ . It . . .". .1 . . . Subgrode. . . .
(~. 6. .7.. I. . ~"V;~'<.(~'<.(~,<<,
~ . . . . . . . . ~'W'0'>.YhY^
(~. . . . . . . #-..V'!-" ", .
*~'
k />>'/~/>>'/~.I'
Wearing Surface
I
Bose
STRAIGHT CURB
3'
.
co
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Face of~
Curb
"
~
Wearing
Surface
3' TRANSITION AT DRIVES
<:~
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-.1t"'1ci1 St,
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SPECIFICAllONS WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 DRIPLlNE
B. CONIFERS & SABAL PALMS - ENllRE DRIPLINE.
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
REPRESENTAllVE 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,
CONSlRUCllON AND HEAVY EQUIPMENT IS OUT OF AREA.
FURTHER INFORMAllON MAY BE OBTAINED FROM THE LAND
RESOURCE SPECIALIST AT 562-4741.
_I
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'-
-
TREE BARRICADES
CLEARWATER INDEX No. 909, SH. 1 of 1
Rev. 4/09/03
N.T.S.
REV.
REDRA'" BY
PWD
aiECKED BY
lMK
DESIGNED BY
lMK
DAlE
DESCRIPnON
APP'
.
N
.-
- 4" Drop at All Drives
t- 2.R .
6" ,I 2. ~
V -=:. r3"R ~ I"
<6 ::~::.{\ h 7' ~
v: :'~::::~:\Ico ..L ~
t ~ ':::.';;::. '., . . ...::.~:::'.
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,.'//,:// ...... .' .' .... . ...... . I.
>;:. . . . . . . . . . . . . . . . -
/.; .6'~ . . . 24". .. CoiTlpdct'ed
~. . . . . . . . . . . . . . . . . SUD~iaae'
~~<<<<<<~~~~~~~~
~"<<$.~
r Wearing
Surface
Base
NOTE: When used on high side' of roadways, the cross slope
of the gutter shall match the cross slope of the
adjacent pavement and the thickness of the lip shall
be 6", unless otherwise shown on plans.
TYPE I CURB
NOTES:
1. There shall be a 1/2" seal joint between
back of curb and driveway.
2. Concrete In curbs shall be 3000 psi, with
fiber mesh reinforcing.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
4/8/02
REV. DAlE
REIIf""= BY
CltEa<ED BY TYPICAL CURB CROSS
RoD. w.J.5o SECTIONS
N'P, ~:r.BY
:~1f
IIlEX No.
101
1 OF 2
_H_
lIEBlJlPlIlIH
CONC.
SIDEWALK
Grass Plantlna or Other
"~-"""7
6" 6" VertIcal Curb
~ In TransItion
\~~
'-
Match Existing If
Existing Sidewalk
.............
Grall Planting or Other
Non-WalkIng Surface.............
6"
4'/5'
RAMP CURB
.
<' "-..
~J
1./
/ I
"I
Exlet. Type I Curb/
I Remove Back of Curb I" Flow LIne
if Existing
If .x" Is less than 48" then
the slope of the flared sIde
shall not exceed 12: 1.
RETURNED CURB RAMPS
ISOMETRIC VIEW
CURB DROP
I TRANSmON 1 CURB
~----I
CURB
1 _'ON I........ BACK OF SIDEWALk
I~~
VALLEY GUTTER CURB
\ CONC. RAMP
1 . /' Textured Surface
~ mrr / '. ... ..:.:. . .
-:-..1. --J.:W: ~. .' ".. .
I.~. .:: '..:' - '\.12:1 MAX.
1
j
ELEVATION A-A
HQill:..
1. Ramps are designed to the
UnIform Federal Acceselblllty Standards
to comp-Iy with the Americans wIth Dlsabllltlss Act.
2 Rampe Shall Have a Tal9.tlle Surface, Textured to a
. Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic Design Standards, Detail 304
Or Most Recent Modifications.
I
k
SECTION B-B
1 4/141'& _ __
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK 1%~
CURB CUT RAMPS IIlEX NO.
PHYSICALLY HANDICAPPED 108
,r&;J
11'&
_ nolo
IlElIClW'lIDN
~~
CltEa<ED BY
T.C.J.
N'P. OElll},lHuED" BY
REV. DAlE
T.0.B.=17.50
11
4
PINES
DRIP LINE
- _.
, "Jij' V
ENTIRE DRIP LINE
"-
J. t' HORIZONTAL
IV UPRIGHT
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TREE BARRICADES
DET AI L
DAlE
4/09/03
INDEX NO.
909
1 OF 1
1" at All
Drives
.
z
9j~~
('<..//, '-t. :i>;:::::'::':::::: :i:.;t..:~
>\: . . . . . ".:':<::):j::li::: 'io
/." . . . . '.,"1: Base
~": :6"" . . : .. . .. ; 8'" "
~ .............. . . .'
:\.'\... : . . .. Compacted .Sub~rad~ . . .. .. . . ..
2' .' .' .' . . . . .'
,<~,~"~"y~y\.,,y~/~/W 'y
/..(/ /" / /,
NOTES:
/ rWearing
~ Surface
MODIFIED CURB
#3 Bar, 10" Long,
36" O.C.
Base
..
,'J.
Ei
Q\O'
~
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lit. ";.
VARIES
-
PROP.-
GRADE
~
~ 0 '
. ..
. . o.
"
~
PROP. ,
PAV'T.
MIN. SLOPE 1.0%
MAX. SLOPE 2.0%
.
5"
r
. 0 o.
.
. . o. ... 0" .
. . .
. ..
. o.
,
~. ,
, 0 '
. ..
t
to
......
THICKENED EDGE
CONCRETE SIDEWALK DETAIL
NTS
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r.... .'....., ......, .'.'., .':'.. .'0',.. .'.' -;. ':.)
f. i.....: ,....'.; .......: ,.'....; :......: :....... ....,...~ ''''.,
. ., ...., ..... .a', '6" I...~...,..:
4. CONCRElE Sl)EWAU<
(POR1IAND CEMOO" CONCRETE, ClASS 1 WI FlEERI6H)
1. SIlEWAU< TO lIE IoINNUM 4. llICK CONCREJE. (6" IIINIWUII AT 0Rt.{WAll;)
2. S1DEWAU< TO ~'It 1/2. IOOUS TlXllD EDGES.
3 llONJR.\COON JDlNTS TO lIE A IINIWII Of 1 1/2' AND AT INlERVAIS SPECIFIED BY FOOT.
4: EXPANSION JOINTS ARE REQUIRED BEIWEEN SIDEWALKS AND CURliNG, DRlVEWAll; AND All
FIXED oaJECTS ANO A T INlERVAIS SPECIFIED BY FOOT.
5. EXPANSIlJi JOINTS SHAll CONSIST Of CONllNlJOUS 1/2' X 6. IlIIUIINDUS EXPANSION
SIRIP.
6. 1I11t11U11 CROSS SLllI'E 1/4. TO 1'-0., MoIXIIIUII 1/2" 101'-0.. OR f>S DIlEClID BY lHE
~RilNOER PROPOSED SIDEWALKS 10 lIE COI.I'ACltD PER FOOT STANloIRO
~~~~ ~.~ BE SllIlIlED f>S IlIREC1[D BY lHE OONEER UtUSS NlIrATED
OlHERWISE.
9. S1DEWAU< TO ~'It BROOM FNlSH.
10. CONCREJ[ SHAll lIE C~ED f'(Jl FOOT STANIlo\RO SPEClFlCAllONS FOR RlWl AND illiDGE
CONSlRIJCl1llN, SECIlON 5:!O-8
SIDEWALK TYPICAL SECTION
NTS
I rElCPANSlON JONT
I
NllRIIAlJ. Y 48' I
MAlCNlN 51!
SlRUa< JONT --.... EXPANSION JaNT '"'\
I I~ I
TYPICAL SIDEWALK PLAN
!ti ~'/2" B111J11NDUS SlRIP
~ , I............SRllOIl FINISH ~ _ "
.1.,.' ~;;{Jtf~~l W;f.;';:';'~~;1
f 'Z:'IJ.., ," ;,,. f~':, ',,~ ~"1Y .-( .~ ....~t ,it
EXPANSION JOINT STRUCK JOINT
~AL TO SlIlEWAU<
I\1DlH (B' MAXIMUN)
......".,.. ~.......4.j:.TI..
"'~.:1.1.' w..!9'.:......
1\......1..,~, ),.'.:.t..1 1'1
~;f~t~~ .tl~1
STRUCK JOINT
NOlES:
k ~~~lI~~~~\IE~EFf:fu AT STRUa< JaNTS OR EXPANSION JaNlS MY.
J. EXPANSION JOINlS SHAll lIE NSTALLEO AS SHOlItl ANO ALONG EDCE AIlUT1ING CURB.
4. EXPANSION JOINlS SHAll CONSIST (F CCNTNJOUS 1/2. Bl1UlIINDlIS EXPANSION SlRIP, AS SHOlItl.
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
CONCRETE CURB ,AND GUTTER
WITH CON,CRETE PAVERS
S.TREET I PARKING L,OT
ON COMPACTED AGGREGATE BASE
CONCRETE C'UFI! AND OUTTER
PER llOCM. $TAN);ARDS
WttHOO ,OEO REE ,FACE
I
I
.... 12" (300 'MM)1MOEGEQ113(TlLE
Jl\I..ONG PERlWerEFtTURN UP
,~Am$T 'CURB
!it
...
...
1" TO 1 '''1''
~3e MM) BEDDING SAND
co HCRETE PAlER
"3 t~""(eo ltlA) THICKNESS
1'"
COWIPACTED AGGREGATE
BAlE
II
11=11
EO SOil
E
\.............. '0 EO r6T LE AS ReO lJIfteD
CONCRETe CURIl'AND FOUNDATION
PER LOCAL STANDARDS
12" (;110 _ WIDEGEOTBTUEAlONO
PERIMETER rUAN, UP AT CURB
(DO NOT COVER TOP OF BASE)
~
1 . TO 1 b'!" Q5-3.....
I 1m DING $.ANO
CONCRETE ~B
31Jr:Gi~MWrrnICKNESS
CClMP:ACTED.A13 GREO.A1'EI.ASE
--ITal"S
.. .. . ....... ., ..,
- CONPACTB) SO II. SUDD MOE
OEOTEXTI.E,AS REQUIRED
NOTes: . ... .. ....... ...... ... .. .....'
L DRAlUAAY In! NECEitMYIH SlOWDMNING SUIGRAClE, . .......... '.' ,.
, lAS'S THICl<NESt ~ .WlTHTRN'F Ie. C lJM.RE. AND. SU80MEU'i CONDITIO HS"
. CUt.MO'E$ AN D ~ '$ o.llS WAY ,REQUIRE TH*CKER BASES,
~. DO .NOT CiO\iER iBITIR.E TO P 0 F AD GRBGRE BASE wrr,H OEOTBtTlLE
NOlC~ DFtAa'UdAY8e NECeS$M'Y IN SOU. -SUiJGRAO,SL
1
REV. DAlE
- 1" Drop at
All Drives
1#
~tfi''' ~~~. Tran.ltJon ~1E:~'R=rJ.
,.... "(~ 'lY I
<16 ~~ ~ .-K
~~~~ ~"""'I Back of Curb
A A
~:.t:Ip..:= ~n-
~ \
~
r Wearing
Surface
,- 3/4"R
"G)f--:.- L
· 0 >j::j~':;::: ::':::::~:{:4j .
a> ~ :: =:: ::: :::::: 'io :::~::::::::::::: " Base
:v / /.~ :4:::::~:::~.;:,.::.~:.:~::::~:.
. ,,' ... ... ~'..'..' ..... . .'
~ . 6. . 12 . .' . ,12. ,. .
~, . . '. . '. .' . . L Compacted .
". . . . .' .' .' .' ..' .'. 'Subgrade.
~/~//.y//.y~~~~~~"
7)\: VA YA
d
c:
8
PrDD8rtv / R.O.W. L"'"
""\ Cone. Sidewalk
t
II
~
&
2
t
PLAN VIEW
VALLEY GUTTER CURB
r 1-3/4"R
9" 9"
3/4..~V : a Wearing
/ .~ > {surface
~ ~::~:):>1........t-
.- // :::::::::::~:: ":"'/'4'":.!.R'r I .
X/' . . . .' v ~..... co
,> ~':4::::~::.P.':>>::f::':.i:: Base
>.vr'. . . ..:.......:..:..... :": ".1-
~ 0'" . . . . . . . .
,
"'-1' . Compacted Subgrade
MEDIAN CURB
SECTION A-A
NOlES:
1. PrcMde tooled joint. at dletancee matching the width. Aleo
place expanalon joint. at drl_a~.
2. If 80me phl'-'cal obetrvctlon exl8tl which pre_t. lh. placing
of .ldnaJk. a. mown, cantoct the Englnilerlng DhII8lon for
oIternote looatlan.
3. Wooden and oth.. epacere will nol be permItted In Ildewolkl or
drlwwa)IL
4. Na caa~ge of any kind will be permitted on concrete
.Id_11Ia or drl_~ wlthaut IpIClflc approval of the CIty
5. ~r~::',. mall b. 3Dl1D pll min. . 28 da)'l. with III..
mlllh relnfcnllng.
S Conc:note..rface to be light bralllll flnl.h.
7: Concret. d~y conetructlon mall bl s" thick w 81d1/1Oxl0
weldld ..... mllh rllnfol'C8lT1ent.
4/8/02
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
I?I
NIEX lID.
101
2OF2
IEIf:= BY
RoD. ~s.BY
".. IlEIIm'H~
TYPICAL CURB
CROSS-SECll0NS
--
IlElIR'1Dl
,1-
~(\
C(l. LOER
Remove Curb If Existing
~_ Exist Conc Drive
J Max Slope ~1" I
_ 1 "'
t4~ /2" Exp. Jolnt/ :l':';.:r:.~'!::.~...y r~.:..';;.:t:~{:.1. "'" 1/2- Exp. Joint
TYPICAL DRIVEWAY CROSS SECTION
1-~Max Slope
j~
~
4' Mln Residential Street l' CIty R/W
5' Mln Arterial Street 2' County R/'t1
c:>c....
.- g 0
:::E:::E
"'N~
!
1/4" per Foot
--
..J.:. .. t::'" ;", to.;...,:., ~:. . pI: ..'t;..
Back of Curb
3000 pel cone 4" thick. Constr. 6"
thick at driveways with 6x6 11 0
welded wire mesh. See note 7.
SECTION B-B
8. Rompl Ihall haw a toctOe 1Uf'1ace, tllCtured to a clep1h nat
-.I1ng 1/8" by \Me of tamp or I'llll.. In confonnanae with
requlrwnentl of FOOT Roadway and Trafftc DIIIQn Stondardl,
DetoII 304 or molt recent moclflcatlone.
3 4/8/02
2 I'"
1 11/805
REV. DAlE
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAt.4P DETAIL
--
--
R.O.
~rBY
.. CHaCED BY
T.C.J.
N'P. ~BY
.~lE
1'11.1
NIEX No.
lOll
IOFJ
___ ...rt> GUt
~
~ HANlICN'PED _---.......
/ SEE INDEll NO. 11' ,_
ti
CONe. lWJ<
RAIF DOIItI
SEE 1'NiiiC"NO. 101
<;)\6'
~
~
-....-
,1..
~\(\
NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing.
~
i
rp
~ "'~\I~r~~
11> rt
~
I-~
K'_n"
-f
f~~
L 01 ~~
~ 7-3/4- -l :::T
I- 2-1/2- min
'3 Bar
T}plcal
TYPE A
1
~
...
REV. DAlE
'3 Bar
T}plcal
l-
I
HANDICAPPED
12'-0"
TYPE C
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
NOTE:
All pcwment markings to be thermoplastic.
4/8/02
IEIf:= BY
RoD. am. BY
N'P. ~BY
WHEEL STOPS
REINFORCED CONCRETE
_~)E
Ull2
NIEX NO.
117
1 OF 1
--
IlElIR'1Dl
_p DOlIN
SEE IiiiEX NO. 101
COIle. WAU<
/
/'
~
r-8~(-=1lWE
~-
~ ,. WOE TRAFfIC WHIlE
/ SlRIPE (lYPICAL)
/I'-a"
a'-O"
12'-0" 2" (lYPICAL) -HI
STALL DETAIL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1lEV. DAlE
~BY
CHaCED BY
11.0.
N'P. ~BY
TYPICAL DOUBLE
HANDICAPPED STAll
J)~.lE
51811
IIlEX NO.
118
O)~O)
IlDalP1IOH
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
KEITH ZAYAC &
ASSOCIA TES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
WWW.KEITHZAYAC.COM
EB 9351 - LC 2600212
L
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PROJECT #:
ORGINAL DATE:
CHECKEO BY:
DRAWN BY:
SHEET NO.
.
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Coil
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NOT FOR CONSTRUCTION - PERMIT SET ONLY
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NOTES
1. Fasten skimmer with 4 stainless
steel bolts wi elti8t anchors
2. Seal all edges O'fskimmer at
contact points with structure with
waterproof caulking or approved
,
I r Back of Curb
~ / """ i--~onstructlon Symmetrical
/":~ · About Driveway <t
1. There shall be 0 1/2"
seal joint between back
of curb and driveway.
Ms" r----f: 2. Concrete In curbs shall
V-- 1-1/2"R be 3000. psi, .wlth fiber
#3 Bar ~. . . . . . .'\ . mesh reinforCing.
Cont. ~ ....... (:weartng
f. ,I ~: : :<1:. Surface
\:;I:'~ ::. co
/y.' h: ..'
/.~~'V->> . : :: .~: )()( x x X X X X
~ 6"
~>$
~:~
,>$
~ . . . . ~o~~a~ted SUbgr~d~
~~.
,,,
PIN / DOWELLED CURB
I
;- WALK/ORAllS I
,/ I
I
i
-"'-...."...-.-
.~. .,;' + ".... ," ~
+.", '.. + ,--.: .. + .'.
[1l""1Il""l1 1=111=11 1=11
.... 0' · · 0 6"
.. · 0
. .I- .
45~ . ~~//~/T
~ 0:. /~~
I
~ 6" f--
RemoWl Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp.
~ Modified and Valley Gutter Curbs
join exist back of curb
;., 12- .~Textured Surface ~.'r:.
1-C:::=- Max Slope I'-:;':'N,;....
r., . ... . ,". I.""to. ~4' ..0 .'
':~"':~'I ::1:f,;... '1'i~: '~~;~~;~n ~int' \ :=o;ln\O o~nsawcut
~
.
!:L1
.
~
~
634-08
02.06.08
JB
RM
C6
OF
C8
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 TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
HEIGHT
2"X2"X4' STAKE x:
~
'\/
=; /,
~ ~2"X2"X4' CROSS MEMBER
~rrnY
\ \ ~uJ
2"X2"X4' CROSS MEMBER -~ I 18"MIN.
-',>. \
o
-
ROOTBALL
c-c
J.- /
-Y-
2"X2"X4' STAKE
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
2-2.5'tJRYWAll SCREWS _\~_
SPREAD
D
Do. (}
'0(1
(J
~
'0
~~
bt().
(1~
o.(j
0,/5 ().
(). <In(1 o.
v
D
lJ
D
( 9~
m~ :~~:.~~t~~tj/~S::' .: ;~:i;,:~:~~;~~.;:i)~:l::~:t rum v-
IITll ......,.., "t!!f:. .. ...."..".. I~
..u~ ~""~'~:::':""~';'~"'.~ , ,,>\:""~'...;";:--'~~
-c::=- ..... ......... " '" i...' ...... . ... H Ilw
.. >f ". .. ,'I . .... ", , ..~
A~ u~m--=II E- = - Ell E ::1 uz:r
..,-./ ~ ~Jll==r U===1II= ;~ D =11 E II
\
3 TO 5 TIMES THE WIDTH
OF THE ROOTBALL
MULCH 3" FROM TRUNK
MULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFill
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BEnNEEN
I~ MIDDLE AND BOTIOM
~ OF ROOT MASS.
- UNDISTURBED SOIL
2-2"X4" STAKE W/
LONG TAPER MIN. 18"
INTO UNDISTURBED
SOIL
TREE PLANTING DETAIL
N.T.S.
BASE OF LEAF BUD
BASE OF HEART/NUT OF PALM
~
~
l-
I
'-'
W
I
)<:::
Z
:::>
rY
I-
rY
<(
W
--l
U
,;:
I~
:::::
1-
-=
-
I~
I..:::::
ROOT BALL
LL
o )<:::
j: ~ :: ~
8 I- j ;~ ~
I~ ~__ ~
I'l')W -: ""
::::- d I:::~_
+ 1I111-,,~III1' \ + 1 -lffi fM
~ 11111 -IIII/III1IUUJ ~ ). IlIlfITIlW!F-v1I1I1I11I1IBmr
II II =!ffii :.. 17 -
11111'11I1 \ T !l!
III~I 11111 11111 11I11 /1111
fITIl 11111 mn=.
FINISH GRADE
RECEIVING HOLE SHALL BE
APPROXIMATELY 2' LARGER TIIAt~
ROOT BALL DIAMETER
NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR
14
SPREAD
J
'0
Do. 0
D(J.
HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND WITHOUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
BURLAP TO PROTECT TREE--
MINIMUM 5 LAYERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH, REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4" X 3' STAKE
'0
<:1
90. b
t ~~
~
HEIGHT
'0
"0
~
~
NA TIVE SOIL BACKFILL OR AMENDED SOil
AS REQUIRED BY SOIL ANALYSIS
COMPACTED SOIL TO PREVENT SETTLING
3 TO 5 TIMES WIDTH
OF ROOTBALL
SHRUB & GROUNDCOVER PLANTING DETAIL
EXISTING SUBGRADE
N.T.S.
AS DIRECTED BY THE LANDSCAPE ARCHITECT.
PALM TREE PLANTING AND STAKING DETAIL
N.T.S.
~
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, ~ " ( ~, (( ~ ~~\. s,.~~~ gl t::'?' .d
(~ ~I J[_? < ;g, A. .c'.,;. vi ~) vi,
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'1_011 J; k ).If" ~",-I----'f'.., S ) / I' (J?" ';v
t-----.....-1~/ (I II -1~Z-/ . '7 i ,------/,--,,"1 ~ '\.'-----------'
u' -' 0: if', : 7-') /\ If. ^ V~jj! \
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) :>- ~I ../" \~ j ~~ v--"\ "'l ~Ji, yt \
:-- ! '" I(~ IJ.. - - 1'1 ~ +v~ 31 t! ;T: j"( !I'\):;f I ~ 7
).. )\..('.2 ~;J', 1;-Ji)'-1 ~ ~\v"" ,/ ~!! J J \ I;-Ji 'J:,;L ~~ \ i:-f ~"V' !
~i- ~.,,-- ) '---v ~,';c.~.;? j \ r.r ~\f- ,! / \.-.t.J ~ "" .} \.p """" ""
Y(f/ (0;7 .~, "'1/ \". )0' ,I j \ ~ sJ1/ \ Iv'- /
',), ~ ) '" " \ -( /0 \, 'C'-" '-..~ '-../.1 \, IS,J
v?:: --'1,/ '-'!..,,,, .--J"/../2:..J~ V ) , ~~
&.
CLEANOUT PLUG
CHARLOTTE Pipe And Foundry Company '\
Part No. 106 Or Equal \ro
See NOll:: For Traffic Bearing Cover.
Concrete Pad 8"
ThIck x 1'-6" Sq.
- ~ ~-&.
FEMALE ADAPll::R
CHARLOTTE PIpe And Foundry Company
EJ] Part No. 101 Or Equal
11'-1
~
I')
.!.
I
t
t-.
c5
&. ~ ~
TWO-WAY CLEANOUT V
CHARLOTTE PIpe And Foundry Company"""" '"
Port No. 448 Or Equal ~
Sewer Lateral
CLEANOUT DETAIL
~
N.T.S.
r'v
~
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I
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,.
~
~
~
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:-
)
)0
)
I
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MULCH 3" FROM STEMS
(
3" MULCH LAYER
:>
)
)
)
~
~
~
:>
)
)
(
~
>
)
)
5/8"
Min. 4 Required
fi
RING - HALF PLAN
36"
~23"~
21"
MachIned Surface
,;
I
",
1'\
~~
'\
\~ ~
I"
RING - SECTION
Minimum Weight 7" 232 Ibe.
9" 278 lbe.
ALL SHRUBS/GROUNDCOVER
TO BE TRIANGULAR SPACING.
SEE PLANT LIST FOR (O.C.) SPACING
&.
NOlE: Cleanout Plug Cowr To Be
U.S. Foundry 7623 Or Equal.
alY OF a..EARWATER, FUlRlDA
ENGINEERING ~DEPARlMENT
i3 STANDARD 11
CLEAN
11.&I'. -.lSanI
lIP. 1 1 en
NOTES
1. Where roadway base 'e 8" or thIcker use 9" ring,
011 other casee 7" ring la permlaslble,
2. Manufacturers model of atorm ring and cover to
be approwd by City Engineer.
alY OF CLENlWAlER,FURDA
ENGINEERING DEPARTMENT
;i SANTARY -f..A.
, - --... - .-. M...."~ .......-...-
....... - .... "'1,..
&. lVM _.._
....... -
TYPICAL VALVE SETTING
n.t...
18" MIN. SETBACK FOR SHRUBS
& GROUNDCOVERS
Ad)lBtable ---............
Valw Box ----....
ID
C
D
~
.E ~
~J
I
NO
.s
!
24" O.C. SPACING
~ BACK OF CURB/
BED LINE
PLANT SPACING DETAIL (SECTION)
N.T.S.
When Valve Occurs In Roadway, ~
eet Ball8 on 1 Q-Common Brick.
J \
.
... ;d ~
7 " "'- Water Main
Mech. Joint Valve "'-- R t I I JoI t
Be ra n ng n
=u8r~~~~
EMllI4EERlNG
I-nI;F[ TYPICAL VALVE [tt
~ !EmNO
~SECTION
~ M1I ___ ... ~"
'1F4
~ -_.....- ~
--~ .....-- .......
..... -....
-
......
..... ..... - ~ '" ~ ..... - .....
-
- -
__.....-~.w
-.....
.....
......
.......
- -
GENERAL LANDSCAPE NOTES
1. The Landscape Contractor shall grade plantIng beds, as required, to provide positive drainage and promote
optimum plant growth.
2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the
Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for
Nursery Plants", 7th Edition, 1998 as revised from time to time.
3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved
practices.
4. All plants shall be fertilized with Agrlform 20-10-5 tablets as per the manufacturers specifications In
conjunction with note , 5.
5. The planting soil shall be the approximate proportIons as follows: 50" sand and 50" organic material consisting
of native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly
mixed medium with adequate aeration, draInage and water-holding capacity. It shall also be free of all
extraneous debris, such as roots, stones, weeds, etc.
6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after
Installation.
7. The plant material schedule Is presented for the convenience of the Landscape Contractor. In the event of a
discrepancy between the plan and the plant key. the plan shall prevail.
8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be
removed and replaced at the contractor's expense.
9. All tree and shrub locations are subject to change. All locations shall be approved by the City Project Manager
prior to planting.
10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents.
Discrepancies in the documents or the actual site conditions shall be reported to the City Project Manager In
writing at the time of bidding or discovery. No account shall be made after contract completion for failure to
report such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to
perform the work set forth in this plan set and the specifications.
12. Plant material shall be bid as specified unless unavailable, at which time the City Project Manager will be notified
by telephone and in writing of intended changes.
13. Any and all questions concerning the plan set and/or specifications shall be directed to the City Project
Manager at (727) 562-4737.
14. There shall be no additions, deletions or substitutions without the written approval of the iClty Project Manager.
15. The Landscape Contractor shall guarantee. in writing, plant survivability for a perIod of twelve (12) months from
final acceptance by the City Project Manager.
16. All dimensions to be field-checked by the Landscape Contractor prior to landscape materhal installation.
Discrepancies shall be reported ImmedIately to the City Project Manager.
17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications,
they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at
no additional cost.
18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the
specifications.
19. No contractor identIfication signs shall be permitted on the project, except for the project information signs.
20. Existing sod shall be removed as necessary to accomodate new plantings.
21. Any existing sod areas that are unnecessarily disturbed during the landscape installation slhall be resodded to
match existing.
22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all
debris generated during the installation of this project.
CI TY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
GENERAL LANDSCAPING
NOTES
REV. DAlE
DESCRlP110N
REDRAWN S'I'
PWD
CHEaCED BY
lMK
llElIIOHED BY
APP. lMK
IRRIGA TION
NOTES
1.
A low volume irrigation system, that provides 100% coverage to all proposed
plantings, will be designed and installed by the Contractor.
The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
Irrigation shop drawings must be submitted and approved by the City prior to
the Commencement of work.
Irrigation system must be inspected and accepted by City Project Manager prior
to installation of mulch.
Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance.
The existing 5/8" water meter will be utilized for this Irrigation System.
The Landscape Contractor must coordinate the placement and power supply for
the irrigation control timer with the City and the General Contractor.
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.
2.
3.
4.
5.
6.
7.
8.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
IRRIGA TION
NOTES
DAlE
7/15/88
INDEX NO.
906
2 OF J
REV.
REDRAWN BY
PWD
CHa<EI) BY
lMK
APP.llElII~~BY
DAlE
DESlIAP1IOH
~ ~.. - .....-.......... ~..........."'...-
-
See Index No. 301
r ".
Varin .AI
Clay Brick
Masonry
1/2" Cement
PloBter
.A. ....
..........................
-
Non Skid
Pattern
Required
~ At Terminal
~hole
I JLJ~I~H A
~rf
J;J=-
6"~
I
~
.
.
lD
. .s
02-
· 0
8"
2' Joint In
Pipe Entry 12"
TlIPlcal
Bolttom Of
Corbel
,
A
l/
"0"
. s"
~2 !
,
-
~;
-E- 0
c5~ I!
b~ 'No 4i~
!ifilll it II II :~::":iC
'J":;:' ..:;:: ': ;:..::':;:~; :::::;::.::':;:;' ::~::;:i J..
'-"0"
SECTION A-A
SOLID COVER
~.
1')....
j- 22-3/4" -j -.i 8
~:rl"
Machined Surface
Square Bottom
Permitted
PLAN
Crown of drop pipe
ehall match crown
of outfall pipe for
outfall pipes of 10"
or larger.
A
2'-6"
3'-6-
3'-6"
3'-6"
B
C
4 Max
e Max
7' 10
7' 14
D
3.-6
4'
4.
5'
E F
24" Max 8
30. Max 8
36 Max 12"
36 Max 12"
G
at 12" E.W.
at 10 E.W.
at 10" E.W.
at 10" E.W.
Shallow 0'- 4'
Standard 4.1 - 6'
Deeo 6.1'- 10
Deeo 10.1.- 14.
SOLID COVER SECTION
Minimum WeIght 128 Ibe.
.tIlmS;.
I. ,. ___ to b. 3DCID p...L WIth _ m'"
-g.
2. p. .v.c. p. .,try ......no mlOthol. adaptor -..pI1nv
by FlD Conlrd In... II' __ _ ... DOilplIl\o.
3. II..... IIlDI h_ a ..n.. proof B/lurn11lOll' CoaDlg
:..t:. -=r : ~EP!zr bIlumaotlo b1....
...- --
'4/IIfa ... ......
....s ~
alY aF a.EARWATER, FURDA
ENGINEERING DEPARlMENT
UL I..... "' SRlac MASllNR'I' ~
... ~ IlANHDLE DETAIL ..
SANITAR'I' SDER
- '.3
TYPICAL HYDRANT SETTING
n.La.
r=:L
- ~. .....J-
b;Jl1 r -( J:.::JUl 0 0
..... - ~ '""""r
L---3
Top View
J........ _
o JII[8
J~ ~
1Io
-
NOll::S:
1. On H~rantB RequirIng Runout
Last Two Jolnte Must Be Reetralned
Per Detal 403 (2 of 2).
- ....
~~ ~~g,,) ,... :: Amg. ~
~~:-
~I~ w "'311 ~
~.e Meter [
(Flanged)
Approwd Backflow
Prevention Device (Flanged)
*
/
_ JD-
[i:l ~ Brass Nipple
-6~
211)
to.
II
Ell
0-0
liiii
::I
It.)
-
Vv'
12"
J
V/
...
""- Water Main
-
TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS
NOlE:
Ile\lIce rnuR b. Inotalled I......
-
CI1Y OF CILUlWAlEll. n.oRIlA
PUSUC WllIICS ADMINIS1lIATIDII
ENGIIEERlNG
IIIfIIJII;II" T'1P1CAL H'lORANT ~
iiil!i'ii'ir SET11NO ~
- '"'l!'l!'II" 31F4
-
· APPROVED ft.P. OEVICES
H....)""'S_ IiIocloI FRP II
Watt. lIodll 8lllI Dr DOlI
Cann.. <lO2OO
· APPROVED DOUIll.E-QiECK VALVES
H....,..S_ lIodo1 mc
WaII8 IIodIl 701 Dr 007
Collbraoo 40100
~r~~~
ENGINEERING
..;;:~ SAaCfWW pe~
2 an 2 EL5 1..___
- I-~ , ~~S
- ...
DAlE
3/30/00
INDEX NO.
906
1 OF J
,
,
;
~
A.--1
;
.
.
~
~
~
.
~
~
~
;
;
~
~
~
~
1
1
--
- ~ )
~
~
~
1
<
)
~
;
1
;
~
1
~
1
;
;
;
~
~
~
~
~
Finish grade to allow R/W
0,4' min.. 1.0' max. I
fall from property
line to back of curb. I
I
Minimum 36" Behind Back Of Curb
Or Edge of Pavement ~
=- ~. ~ ,. ",,,:f
~/~ I~
Double-Sweep Tee ~ .....,
30"-36" or as
Directed by the
City Engineer
SECTION
ANY VARIANCE MUST HAVE WRITTEN
APPROVAL OF THE CITY ENGINEER.
. lVM _.._
fA '/11 _.... Mo'"
IR... ......
ru"'J'~=r~'&
=m ~DET7 ~
.... -,ny' 1 . 3
SERVICE CONNECTION DETAIL
NOlES:
1. WAll::R MAINS TO BE ON NORlH or EAST SIDE OF R.O.W., APPROX. 4 FT. BACK OF CURB
UNLESS OlHERWlSE AUlHORlZED BY CITY ENGINEER.
2. SERIIICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EllHER SIDE OF LOT (SEE
SHEET NO.3). lHESE SERlllCES TO BE CONSlSll::NT W1lHIN lHE SUBDlIIISlON. DRIVEWAYS SHALL
NOT BE BUILT OVER MEll::RS.
3. ALL UNES SHALL BE CHLORINAlEO AND PRESSURE lESTED (TEST FOR ONE HOUR 0 150 P.S.I.)
UNDER lHE DIRECTION OF lHE UTIUTlES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF lHE
ll::STING AND CHLORINATION, lHE PRESSURE SHALL REMAIN ON lHE SYSlEM AT ALL TIMES.
4. ll::N FT. SEPARATION REQUIRED BElYIEEN PARALLEL WAll::R & SANITARY SEWER UNES.
&5. SADDLE IS REQUIRED FOR ALL SERlllCE CONNECTIONS TO MAINS.
6. MINIMUM DISTANCE BElVt'EEN SERlllCE TAPS TO BE NOT LESS lHAN 36".
& Threaded Corporation Stop
MUEUER B- 25008
or approwd equal
(Tap at 45. Angle)
&
r Curb Stop
/ MUEUER H24350 or Ford
~ B43-332-WQ with Lock Wing and
~ ~ Compression Inlet (3/4" or 1" use
meter swlwl nut, 1-1/2" or 2" use
FlP outlet) or approved equal
\ &.
\... Water Ssrvlce Tubing
Drlscoplpe 5100 or Endot/yardley
Blue Jet. SDR 9, 3408 PoI)'llthylene
\
, -'
/X.,
&Iron service saddle
Ford FC 202 series
w/stalnless steel band
and epoxy coated
ductile Iron body or
approved equal.
~
Flaw
"
WatBr Main ~ _ =-'-,;o,,;r'1liii
W - ..--
&.- -
-.... -...
CII'f OIF cu:ARWA~Lf!:!l!lIDA
.,. PUIUC "&I&&1fI:nwA1ION
II.&I"~
- CON ON
- "'111F3
.. --'='-
II( III III X IIIII[ I XI I: ]11 II )( n JlII'l(1I1 JII II
~i ............ w =>" IV '11I/"9: fl'
Tapped F1anv' ..../ rS~ N."plll r BacldIow 91 '- Tappod F1...
Ball Val... ..../, I lTw.J /' "'-tor Ii: '- Sal Val...
.A I
J
80' Bra.. Ell
80' Sra.. EI
BYPASS DETAIL
=- iackftaw
RIII1...t Seal Plat. stnmor I. R..n...1 Seat
os.YVal"'~ f /os.'I'VaI...
Flangod TII ,'* W F1anvod Tea
Flangod 80' Bond-....... ~ a ..ffi....iiii.~~. i!!!! /' /Flangod 90" Bond
rJl[O D ofl[ JlL I~ 10... D]II:'\ .- Unlft...ge
F II.. r - ='"
J. :/Ji!la ~J. T /... ,I. ,,-:1. ~
'" '-<<to /
J
is
III ./........... II.J. 80' Bend
=:-
II.J. 80' Bond ..-' III
J
-
Flaw
TYPICAL COMPOUND WATER METER SET
n.L..
NOlE:
I. 0 S . Y Val.. Hanel.. wll be a.aInod and lDaIcod.
2. IIlotor SeI10 wnl b. Palntod Aftor 1n8lallatlan.
3. SW- ~ oil FIlt~. Shal' be lhreadod Bra..
· APPROVED R.P. DEVICES · APPROVED OOUSLE-CIEac VALVES
Heroe)""'S- ModoI Sell H....)""'S- lIodll No. 2
Am.. I5llOD SS Ameo 2000 SS
Walla lIodll 80lI or DOlI Watla lIodo1 708 Dr 007
Canbraco 40200 Canbraco 40100
CII'f OF cu:ARWAlEll. F'I.llml
PUIUC WlIRICS ADIIINISIllA1ION
~-
-no,
-...
WAlER IIE1ER SET
8O'RISE
- ...
-
-
NOT FOR CONSTRUCTION - PERMIT SET ONLY
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
"I!I "mmmlll"'"
Illill!!i!igr,;;,;h""?e.
KEITH ZAYAC &
ASSOCIA TES,
INC.
(727) 793-9888
701 ENTERPRISE ROAD E, STE 404
SAFETY HARBOR, FL 34695
WWW.KEITHZAYAC.COM
EB 9351 - LC 2600212
~ Qi ~
PROJECT #:
ORGINAL DATE:
CHECKED BY:
DRAWN BY:
SHEET NO.
~
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~~~~~
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.
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~~~~~ ':~';,:t,:..;,~:::::;.:),\~ 'i',~ ";,: .{::;:~~/..;.iJ.;-':.<: ~~>~~~~-.l
r /./.:/ /,/.:/ /./.:/ /p/ /./. ....... ;". ...~ .'.. :"~.: Itc",:., . "....v;, ','~'.......:....' D-.(//.(/Av .(//..(/1
(/.~~~~, ....." ....~ '".' . ............ .. .... ,(/."(/.",, -..(/.0-,<"
~~~~W~~'~::~~>:.>;;t.~@ .." ::...}~i::~::::~:?':~%'~~J PREPARED PLANTING SOIL
~<<0-,<<0-,V~V,~...:.;.:.,.,.:..,....~..: . " ,:.'," ....' ,~,:,.,.:.,'~ 'V~V~V~"^
~~~"S~~~~~~~~~~~~~~
~~~~~~w~"'0~/ j~~,>%'\;
- ~\.~~'~V<~,,,,< ~,......
~ EXISTING UNDISTURBED SOIL
~ FERTILIZER TABLETS AS
SPECIFIED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
'\.... .... '" .... ...... ""'-l>~ 1.IoWo..... !!l ...... ..... ......
-/ ~
1-1/4"117 i
,",RW-i~
~ 000)-<,,\\
~.""'s A NIT A R Y<"
~~ 0 0 0 0 o:xl
../~S EWE R 0
Requlred- 0 0 0 0 0
OF' L />.0
Connecting Piece w/lntegrally 1ro - Fire Hydrant Aesembly
caet Mech. Joint Gland on (T~.)
one End-D.I. Rotatable Mech. ...............
Joint Gland on Other End. ----- I
Length Varin
. ~ (See Note 1)
Valw and H~rant Tee
wID.I. Rotatable Mech. Joint ~ 0 ) Mech JoI t
Gland on Plain End Branch. ~ - Valve n
- -
;
~ ~r
CITY OWNED HOMEOWNER OWNED
6 Service Lateral
~
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OHW
STORM MANHOLE
RIM ELEV. = 14.02'---
OHW N INV. 10.37' OHW
..~
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""'. GG
. .
,".
70.0'
OV ENTRY
.
, . .
"
1 STORY
BUILDING
MEN'S DORM
FFE = 18.29'
OHW 0
UGG
OHW
~
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~. '\
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.... '0":>. ~
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/2ND STORY
35'. "'f ..... OVERHANG
--'--,
I (COV. CONC.
<> 1 ST FLOOR)
I #19
I ~21"
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ql'
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........
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"',,")'
.: 2f.
RI M ELEV. = 12.93'
W. INV. =9.61'
E. INV. 6.93'
--
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- - - "" 4 2' ~ . . ~ '
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.0 2 STORY -q- 20.4'
< BUILDING
FFE = 20.21'
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- -------
,~~y-~~~_y_________________________w,
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INTERIOR LANDSCAPE CALCULATION:
<
<
<
<
<
<
<
<
<
<
<
<
J
THERE SHALL BE 10% OF VEHICULAR USE AREA (VUA) DEVOTED TO INTERIOR
LANDSCAPING:
(14,533 SF OF VUA)x{10%) = 1,453.30 SF (10%)
PROVIDED: 1,815 SF (12.5%)
'-
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
UI;J\
~
", FPK&D'
ri "
., :...;. .0' HW '-;r-
,: . \. .,"
I'; I .
. ':-','.:. @
'q '.~ .._,' ~COK;~
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c~0
GRAPHIC SCALE
_lIAr.
-
10
I
40
I
~
20
I
TREE
NO.
39
24
34
23
32
29
77
33
78
5
13
35
40
79
7
30
90
10
44
9
11
17
8
16
43
41
47
34 TREES
-"
( IN FEET )
1 inch = 20 ft.
TREE REMOVAL TOWARDS REPLACEMENT
CALCULATION
PLANT LIST
DBH
TREES TO BE REMOVED:
TYPE
10
8
26
5
18
27
2
26
4
26
29
15
20
8
31
29
4&5
29
15 & 28
24
18
27
31
30
28
8
5
TOTAL
~M -
.
.~
, =.
',;':o.v
RCM-'-
'.
NO.
SCIENTIFIC NAME
2
2
9
4
166
129
50
105
MAGNOLIA GRANDI FLORA
ULMUS PARVIFOLlA
QUERCUS VIRGINIANA
LAGERSTROEMIA INDICA
PITTOSPORUM TOBIRA "VARlG."
VIBURNUM SUSPENSUM
RAPHIOLEPIS INDICA
L1RIOPE MUSCARI
TOTAL
INCHES
10 1.5
8 2.0
26 2.5
5 1.5
18 1.5
27 0.0
2 2.5
26 2.0
4 2.0
26 2.0
29 2.0
15 1.5
20 2.5
8 2.0
31 2.5
29 2.0
9 2.0
29 3.5
43 3.5
24 3.0
18 3.0
27 3.0
31 3.5
30 3.5
28 3.0
8 2.0
5 1.0
@ 607 INCHES
RATING
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LAUREL OAK
LIVE OAK
LIVE OAK
LIVE OAK
LIVE OAK
LIVE OAK
LIVE OAK
LIVE OAK
LIVE OAK
MAGNOLIA
MAGNOLIA
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CREPE MYRTLE
DWARF WAX MYRTLE
SANDANKWA VIBURNUM
INDIAN HAWTHORN
BIG BLUE LILY TURF
2.5" CAL. (10' HT. MIN.)
2.5" CAL. (10' HT. MIN.)
2.5" CAL. (10' HT. MIN.)
2.5" CAL. (10' HT. MIN.)
3 GALLON; 2' HT. (36" D.C.)
3 GALLON; 2' HT. (36" D.C.)
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1 GALLON (36" D.C.)
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CIVIL ENGINEERING
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