FLD2008-03007, 1573 S FT HARRISON AVE - May 20, 2008
FLD2008-03007
1573 S FT HARRISON AVE
1573 S FT HARRISON OFFICE
PLANNER OF RECORD: WW
ATLAS # 313B
ZONING: C
LAND USE: CG
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
wayne. wells((i~mvclearwater.com
PROFESSIONAL EXPERIENCE
. Planner III
Planning Department, City of Clearwater, FL
November 2001 to Present
As part of the Development Review Division, prepared and presented staff reports for Flexible
Standard Development (staff-level cases), Flexible Development (public hearing cases) and Plats
before the Development Review Committee and the Community Development Board and
Development Agreements before the City Council; Reviewed building permits for Code
conformance; Prepared and/or assisted preparation of Code amendments; Provided public
information (via telephone, mail, email, zoning counter or predevelopment meetings).
. Zoning Coordinator
Zoning Division, City of Pin ell as Park, FL
March 1989 to November 2001
Acting Zoning Director; Represented the Zoning Division on cases and issues before the City
Council, Community Redevelopment Agency, Planning and Zoning Commission, Board of
Adjustment and outside agencies; Prepared and presented staff reports for land use plan
amendments, rezoned, planned unit developments, conditional uses, variances and site plans;
Reviewed final site plans and building permits for Code conformance; Prepared and/or assisted
preparation of Code amendments; Provided public information (via telephone, mail, zoning
counter or predevelopment meetings).
· Program Manager, Zoning Branch
Manatee County Department of Planning and Development
Bradenton, FL
June 1984 to March 1989
Trained and supervised three employees; Prepared and presented variances and appeals to the
Board of Zoning Appeals; Coordinated final site plan and building permit review for Code
conformance; Assisted in preparation of Code amendments; Provided public information (via
telephone, mail, zoning counter or predevelopment meetings). Interim Code Enforcement
Manager- Managed the Code Enforcement Section; Supervised six employees; Prosecuted cases
before the Code Enforcement Board; Investigated and prepared cases of alleged violations of
land use and building codes. Planner II, Current Planning Section - Prepared and presented
staff reports for rezones, planned developments, special permits, plats and mobile home parks to
Planning Commission and Board of County Commissioners; Reviewed final site plans and
building permits for Code enforcement; Assisted in preparation of Code amendments; Provided
public information (via telephone, mail, zoning counter or predevelopment meetings).
. Planner I
Alachua County Department of Planning and Development
Gainesville, FL
June 1980 to June 1984
Prepared and presented staff reports for rezones and special permits to Planning Commission and
Board of County Commissioners; Reviewed site plans and plats for Code conformance; Assisted
in preparation of Code amendments; Provided public information (via telephone, mail, zoning
counter or predevelopment meetings). Intern - Compiled and coordinated the Alachua County
Information and Data Book; Drafted ordinance revisions; General research.
. Graduate Assistant
University of Florida Department of Urban and Regional Planning
Gainesville, FL
1979 to 1981
Coordinated downtown study for Mayo, FL; Coordinated graphics for Jefferson County
Comprehensive Plan.
. Planning Technician
Planning Division, City of St. Petersburg, FL
1977 to 1979
Prepared primarily graphics, for both publication and presentation; Division photographer for 1 ~
years; Worked on historic survey and report.
EDUCATION
Master of Arts in Urban and Regional Planning (Degree not conferred; course work completed,
thesis not completed), University of Florida, 1981
Bachelor of Design in Architecture, University of Florida, 1976
LICENSES & CERTIFICATES
American Institute of Certified Planners
American Planning Association, Suncoast Section
CDB Meeting Date:
Case Numbers:
Agenda Item:
Owner:
Applicant:
Representative:
Address:
Mav 20. 2008
FLD2008-03007
E2
1573 LLC
Wavne Seifried
Trevor Howard. Howard Civil Engineering
1573 S. Ft. Harrison Avenue
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
Flexible Development approval to permit offices and medical clinics in the
Commercial (C) District with reductions to the front (west) setback from
25 feet to 13.6 feet (to existing building), 16.3 (to proposed building) and
15 feet (to proposed pavement), a reduction to the side (south) setback
from 10 feet to five feet (to existing building), a reduction to the rear (east)
setback from 20 feet to 10 feet (to proposed pavement) and an increase to
building height from 25 feet to 26.33 feet for an entry parapet, as a
Comprehensive fufill Redevelopment Project, under the provisions of
Section 2-704.C; and a reduction to the perimeter buffer along S. Ft.
Harrison Avenue from 15 feet to 13.6 feet (to existing building), as a
Comprehensive Landscape Program, under the provisions of Section 3-
1202.G.
CURRENT ZONING:
Commercial (C) District
CURRENT FUTURE LAND Commercial General (CG)
USE CATEGORY:
PROPERTY USE:
Current Use: Vacant warehouse-type building
Proposed Use: Offices and Medical Clinics
EXISTING
SURROUNDING ZONING
AND USES:
North: Commercial (C) District Congregate Care
South: Commercial (C) District Restaurant
East: Commercial (C) District Assisted Living Facility
West: Commercial (C) District Offices
ANALYSIS:
Site Location and Existing Conditions:
The 0.96 acres is located on the east side of S. Ft. Harrison Avenue, approximately 500 feet north of
Belleair Rd. The property is currently developed with a two-story warehouse type building that has been
vacant for a number of years. There is no paved parking on the premises. There have been two times in
the past where improvements have been made to the property without the benefit of building permits.
Stop work orders were issued and later those improvements were removed. The first time unapproved
improvements were made to the property in 2004 it was calculated that 37-inches of trees were also
Community Development Board - May 20, 2008
FLD2008-03007 - Page 1 of 10
illegally removed. The Planning Department withheld enforcement action on the illegal tree removal
until a future development proposal where tree replacement could be handled with the other proposed
site improvements.
A restaurant is located to the south of this subject property. Offices are located to the west across S. Ft.
Harrison Avenue, with a County retention pond to the north of those offices. A congregate care facility
is located to the north, while an assisted living facility is located to the east of the subject property.
Development Proposal:
The proposal is to redevelop the site to permit offices and medical clinics. The existing building will be
retained and stair and elevator additions will be constructed, as well as constructing a second floor in the
building (presently primarily a two-story open space). Additionally, a paved parking lot, stormwater
retention system and landscaping meeting Code requirements will be constructed. The building will be a
total of 10,853 square feet in floor area (5,570 square feet first floor; 5,283 square feet second floor). A
total of 44 parking spaces will be constructed, as well as a required loading space. A dumpster enclosure
meeting Code requirements will be constructed in the northwest comer of the site. Two stormwater
retention ponds will be constructed, one on the east side of the site and one on the north side of the site.
There is an existing ditch along the north side of the site that the stormwater will outfall into. A wetland
buffer is being provided along this ditch, meeting Code requirements, and an easement will be granted to
the City for the maintenance of the ditch.
The existing building is basically a two-story, bland, rectangular building. New stairs will be constructed
on the northwest comer of the building (west and north sides) to allow egress from the second floor.
New internal stairs will also be constructed adjacent to the building entry. A new entrance on the north
side, including an elevator, will be constructed to provide access to the building from the parking lot.
The existing exterior of the building will be re-stuccoed to provide a uniform appearance. New windows
and doors will be cut into the windowless existing building to provide light into both floors of the offices.
The exterior of the building will be painted primarily light and dark gray colors, with accents of a dark
blue on the second floor level of the new stairwell on the northwest comer of the building and a medium-
to-dark orange color on the second floor area of the eastern stairwell. A burgundy color will accent the
entry area on the north side of the building. The request includes an increase to building height from 25
feet to 26.33 feet for only the parapet over the entry (the flat roof is at a height of 21.33 feet above the
finished first floor).
Floor Area Ratio: Pursuant to the Section 2-701.1, the maximum floor area ratio (FAR) for properties
with a designation of Commercial General (CG) land use is 0.55. The proposed FAR is 0.26. Based
upon the above, the development proposal is consistent with the Countywide Future Land Use Plan with
regard to the maximum allowable F.A.R.
Impervious Surface Ratio (IS.R.): Pursuant to Section 2-701.1 of the Community Development Code,
the maximum allowable IS.R. is 0.95. The overall proposed IS.R. is 0.54, which is consistent with the
Code provisions.
Minimum Lot Area and Width: Pursuant to Tables 2-702 and 2-703 of the Community Development
Code, the minimum lot area for offices and medical clinics is 10,000 square feet. The subject property is
42,000 square feet in area. Pursuant to the same Table, the minimum lot width for offices and medical
clinics is 100 feet. The lot width of this site along South Ft. Harrison Avenue is 280 feet. The proposal
is consistent with these Code provisions.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 2 of 10
Minimum Setbacks: Pursuant to Tables 2-702 and 2-703 of the Community Development Code, the
minimum front setback for offices and medical clinics can range between 15 - 25 feet, the minimum side
setback can range between zero - 10 feet and the minimum rear setback can range between 10 - 20 feet.
The proposal includes reductions to the front (west) setback from 25 feet to 13.6 feet (to existing building),
16.3 (to proposed building) and 15 feet (to proposed pavement), a reduction to the side (south) setback from
10 feet to five feet (to existing building) and a reduction to the rear (east) setback from 20 feet to 10 feet (to
proposed pavement).
The existing building is located with a front (west) setback of 13.6 feet at the southwest comer of the
building, which, being less than the minimum 15 feet allowable under Table 2-704 (and less than the
minimum standard of 25 feet), requires the processing of this application as a Comprehensive Infill
Redevelopment Project. While this existing two-story building is somewhat imposing upon the view
along the street, the proposal is to retain the building at this existing setback while retaining the existing
trees in this area and install landscaping to help screen and buffer this existing structure. The existing,
basically rectangular building is also located parallel with the south property line at a five-foot setback.
The proposal is to retain the existing building at the existing five-foot side (south) setback, which is
acceptable. Due to the location of this existing building at an angle to the front property line along South
Ft. Harrison Avenue, the new stairwell to be constructed on the west side of the building will be set back
16.3 feet from the front property line. The proposed stairwell addition will, however, help break up the
flatness of the western building fal(ade, while adding visual interest and providing required egress from
the second floor. The proposed parking lot for this building will be located at the minimum 15-foot front
setback, which is also the minimum perimeter buffer along this street. Parking lots at this minimum 15-
foot setback are common within the City. The parking lots for the restaurant to the south and the
congregate care facility to the north are at a lesser setback than that proposed for this office/medical
clinic building. The location of this proposed parking lot will provide adequate planting areas for the site
landscaping. The proposal includes a reduction to the rear (east) setback to allow the proposed parking
lot at a lO-foot setback. This proposed rear setback is to a comer of the backup flair for the parking lot.
Due to the design of the parking lot at an angle to the rear (east) property line, the southern portion of the
parking lot meets the required rear setback. This rear parking area abuts the rear building areas and a
wooded area of the adjacent assisted living facility. There is also a three-foot high retaining wall
primarily on the assisted living facility property. The reductions to required setbacks can be viewed as
necessary to provide a relevant site and building design, given the context of the site and contiguous uses.
Maximum Building Height: Pursuant to Tables 2-703 and 2-704 of the Community Development Code,
the maximum allowable height for medical clinics is 25 feet, while offices can range between 25 - 50
feet in height. The existing building height is 21.33 feet above the finished first floor, meeting Code
requirements. The proposal includes an increase to building height from 25 feet to 26.33 feet for an entry
parapet. The increased height of the parapet is only at the entry area on the northern side of the building.
This increased height provides building interest at the entrance to the building. The stair and elevator
heights are permitted by the Code to be a maximum of 16 feet above the roof deck, which the proposal is
minimizing the increased height for these portions of the building. The design of this project creates a
form and function that will be consistent with and enhance the character of this area, as well as
significantly enhancing the existing building design.
Minimum Off-Street Parking: Pursuant to Tables 2-703 and 2-704 of the Community Development
Code, the minimum required parking for offices is four parking spaces per 1,000 square feet, while the
required parking for medical clinics is a range between 2 - 3 spaces per 1,000 square feet. The proposal
meets the Code required parking for offices (the higher requirement), providing a total of 44 parking
spaces at a ratio of four spaces per 1,000 square feet. The proposal also provides the required loading
space on the east side of the building entry. The site design incorporates only one driveway on South Ft.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 3 of 10
Harrison Avenue. The existing southern driveway will be reconfigured and moved northward, while the
existing northern driveway will be removed as part of the site improvements. The reduction in the
number of driveways will reduce potential hazards along this stretch of South Ft. Harrison Avenue, as the
roadway is narrowing from a four-lane undivided roadway to the south to a two-lane divided roadway to
the north of Belleair Rd. The outside lane adjacent to this site is merging to the left. The reduction in the
number of driveways at this location will assist northbound motorists by having fewer access points
where turning movements could interfere with this merging traffic.
Mechanical Equipment: Pursuant to Section 3-20l.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 roof of the building.
At the time of building permit, the plans will need to show how the rooftop units will meet this
requirement though screening measures. Any approval of this request should be conditioned on
reviewing compliance with this requirement at the building permit stage.
Sight Visibility Triangles: Pursuant to Section 3-904.A of the Community Development Code, to
minimize hazards at driveway intersections with South Gulfview Boulevard, no structures or landscaping
may be installed which will obstruct views at a level between 30 inches above grade and eight feet above
grade within 20-foot sight visibility triangles. The proposed site and landscape design meet this
requirement.
Utilities: Pursuant to Section 3-911 of the Community Development Code, for development that does not
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 will be placed underground in conformance with this Code
requirement.
Landscaping: Pursuant to Section 3-l202.D.l of the Community Development Code, this site is required
a IS-foot wide landscape buffer along South Ft. Harrison Avenue, a lO-foot wide landscape buffer
adjacent to the assisted living facility to the rear of the property and adjacent to the congregate care
facility to the north of the property, and a five-foot wide landscape buffer adjacent to the restaurant to the
south. Buffers are to be planted with one (I) tree every 35 feet and 100% shrub coverage is required.
The proposal includes a reduction to the perimeter landscape buffer along South Ft. Harrison Avenue from
15 feet to 13.6 feet (to existing building). The planting of the entire area between the west wall of the
existing/proposed building and the front property line offsets the encroachment of this small triangular
area of the building into the front landscape buffer.
As noted above under the "Existing Conditions" section, the first time unapproved improvements were
made to the property in 2004 it was calculated that 37-inches of trees were also illegally removed. The
Planning Department withheld enforcement action on the illegal tree removal until a future development
proposal where tree replacement could be handled with the other proposed site improvements. A number
of existing oak trees are being preserved as part of this site design, on the west side of the building and
the east and north sides of the site. Live oak and crape myrtle trees are being planted on-site along the
frontage of South Ft. Harrison A venue, as well as other interior landscape areas and perimeter buffers.
The number and size of trees to be planted complies with the tree replacement requirements due to the
previous removal of trees in 2004. 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.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 4 of 10
The landscape design complies with the landscape code requirements for perimeter, foundation and
interior landscaping and should provide visual relief to the building scale and location close to the front
property line. Besides the proposed trees, Walter viburnum and dwarf yaupon holly shrubs will be
planted in the perimeter, foundation and interior landscape areas. Parson's juniper groundcover will be
planted in interior landscape areas and along the north side of the building. The proposed on-site
landscaping complies with and exceeds Code requirements. Prior to the issuance of any permits, the
landscape plan will need to be updated to ensure plant counts are correct. It should be noted that, in
order to provide an adequate area for maintenance of the ditch along the north property line, the proposed
landscaping is being placed close to the parking lot and retention pond. Additionally, there will be a gap
in the landscaping next to the dumpster enclosure to provide access by maintenance equipment to this
ditch area.
Solid Waste: The proposal includes the provision of a Code compliant dumpster enclosure at the north
end of the parking area in the northwest corner of the site. The proposal has been found to be acceptable
by the City's Solid Waste Department.
Signage: While no specific freestanding or attached signage is proposed at this time, the proposal
anticipates a monument-style sign south of the driveway in front of the building. Freestanding signage at
this location, and more specifically for the intended uses, would encourage a monument-style sign at a
maximum height of six feet, unless a higher sign is approved through a Comprehensive Sign Program.
Any future freestanding signage will need to be designed to match the exterior materials and color of the
building.
Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the
subject property.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 5 of 10
COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency
of the overnight accommodation use development proposal with the standards as per Tables 2-701.1, 2-
703 and 2-704 of the Community Development Code:
Standard Proposed Consistent Inconsistent
Floor Area Ratio 0.55 0,26 X
(FAR)
I.S.R. 0,95 0.54 X
Lot Area 10,000 sq, ft. 42,000 X
Lot Width 100 feet 280 feet X
Setbacks Front: 15 - 25 feet 13.6 feet (to existing Xl
building), 16.3 (to proposed
building) and 15 feet (to
., I. proposed pavement)
Side: o - IO feet North: 22 feet (to Xl
pavement); 21 feet (to
dumpster enclosure)
South: five feet (to existing Xl
building)
Rear: IO - 20 feet 10 feet (to proposed Xl
pavement)
Height Medical clinics - 25 feet 21.33 feet (to flat roof - Xl
Offices - 25 - 50 feet above finished first floor)
26,33 feet (entry parapet -
above finished first floor)
Off-Street Offices - 4 spaces/I ,000 sf 44 spaces X
Parking Medical clinic - 2-3 spaces/I,OOO sf
(44 spaces based on offices ratio)
See analysis in Staff Report
Community Development Board - May 20, 2008
FLD2008-03007 - Page 6 of 10
COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of
the development proposal with the Flexibility criteria as per Section 2-704.C of the Community
Development Code (Comprehensive Infill Redevelopment Project):
1. The development or redevelopment is otherwise impractical without deviations from
the use and/or development standards set forth in this zoning district.
2. The development or redevelopment will be consistent with the goals and policies of
the Comprehensive Plan, as well as with the general purpose, intent and basic
planning objectives of this Code, and with the intent and purpose of this zoning
district.
3. The development or redevelopment will not impede the normal and orderly X
development and improvement of surrounding properties,
4. Adjoining properties will not suffer substantial detriment as a result of the proposed X
development
5, The proposed use shall otherwise be permitted by the underlying future land use X
category, be compatible with adjacent land uses, will not substantially alter the
essential use characteristics of the neighborhood; and shall demonstrate compliance
with one or more of the following objectives:
a. The proposed use is permitted in this zoning district as a minimum standard,
flexible standard or flexible development use;
b. The proposed use would be a significant economic contributor to the City's
economic base by diversifying the local economy or by creating jobs;
c, The development proposal accommodates the expansion or redevelopment of an
existing economic contributor;
d, The proposed use provides for the provision of affordable housing;
e, The proposed use provides for development or redevelopment in an area that is
characterized by other similar development and where a land use plan
amendment and rezoning would result in a spot land use or zoning designation;
or
f. The proposed use provides for the development of a new and/or preservation of
a working waterfront use.
6. Flexibility with regard to use, lot width, required setbacks, height and off-street X
parking are justified based on demonstrated compliance with all of the following
design objectives:
a. The proposed development will not impede the normal and orderly development
and improvement of the surrounding properties for uses permitted in this zoning
district;
b. The proposed development complies with applicable design guidelines adopted
by the City;
c. The design, scale and intensity of the proposed development supports the
established or emerging character of an area;
d. In order to form a cohesive, visually interesting and attractive appearance, the
proposed development incorporates a substantial number of the following design
elements:
o Changes in horizontal building planes;
o Use of architectural details such as columns, cornices, stringcourses,
pilasters, porticos, balconies, railings, awnings, etc.;
o Variety in materials, colors and textures;
o Distinctive fenestration patterns;
o Building stepbacks; and
o Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape
design and appropriate distances between buildings.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 7 of 10Š
Consistent
X
Inconsistent
X
COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The
following table depicts the consistency of the development proposal with the General Standards for Level
Two Approvals as per Section 3-913 of the Community Development Code:
I. The proposed development of the land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties in which it is located.
2. The proposed development will not hinder or discourage development and use of
adjacent land and buildings or significantly impair the value thereof
3. The proposed development will not adversely affect the health or safety of persons
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion.
5. The proposed development is consistent with the community character of the
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including
visual, acoustic and olfacto and hours of 0 eration im acts on ad. acent ro erties.
Consistent
X
Inconsistent
X
X
X
X
x
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at its
meeting of 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 0.96 acres is located on the east side of S. Ft. Harrison Avenue, approximately 500 feet north of
Belleair Rd;
2. The property is currently developed with a two-story warehouse type building that has been vacant
for a number of years, with no paved parking on the premises;
3. There have been two times in the past where improvements have been made to the property without
the benefit of building permits, with those improvements later removed. When unapproved
improvements were made to the property in 2004 it was calculated that 37-inches of trees were also
illegally removed;
4. The proposal is to redevelop the site to permit offices and medical clinics;
5. The existing/proposed building will be a total of 10,853 square feet in floor area (5,570 square feet
first floor; 5,283 square feet second floor), with stair and elevator additions to be constructed on the
west and north sides of the existing building; .
6. A total of 44 parking spaces will be constructed, meeting the Code required number of parking
spaces for offices (the higher requirement of offices and medical clinics), as well as a required
loading space;
7. The existing southern driveway will be reconfigured and moved northward, while the existing
northern driveway will be removed as part of the site improvements, decreasing turning movements
at this location where northbound lanes are merging thereby increasing safer future conditions;
8. The proposal includes reductions to the front (west) setback from 25 feet to 13.6 feet (to existing
building), 16.3 (to proposed building) and 15 feet (to proposed pavement), a reduction to the side
(south) setback from 10 feet to five feet (to existing building) and a reduction to the rear (east) setback
from 20 feet to 10 feet (to proposed pavement);
9. The proposal is to retain the existing building, adding only a required egress stairwell on the west
and north sides of the building and an elevator on the north side of the building;
Community Development Board - May 20, 2008
FLD2008-03007 - Page 8 of 10
10. The reductions to required setbacks can be viewed as necessary to provide a relevant site and
building design, given the context of the site and contiguous uses;
11. The proposal includes an increase to building height from 25 feet to 26.33 feet for an entry parapet.
The increased height of the parapet is only at the entry area on the northern side of the building. The
existing building otherwise meets Code height requirements;
12. The proposal includes a reduction to the perimeter landscape buffer along South Ft. Harrison Avenue
from 15 feet to 13.6 feet (to existing building). The planting of the entire area between the west wall
of the existing/proposed building and the front property line offsets the encroachment of this small
triangular area of the building into the front landscape buffer;
13. The number and size of trees to be planted complies with the tree replacement requirements due to
the previous removal of trees in 2004; and
14. 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 Tables 2-701.1, 2-703 and 2-
704 of the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2-704.C of the
Community Development Code;
3. That the development proposal is consistent with the General Standards for Level Two Approvals as
per Section 3-913 of the Community Development Code; and
4. The proposal is compatible with the adjacent land uses.
Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development
application to permit offices and medical clinics in the Commercial (C) District with reductions to the front
(west) setback from 25 feet to 13.6 feet (to existing building), 16.3 (to proposed building) and 15 feet (to
proposed pavement), a reduction to the side (south) setback from 10 feet to five feet (to existing building), a
reduction to the rear (east) setback from 20 feet to 10 feet (to proposed pavement) and an increase to
building height from 25 feet to 26.33 feet for an entry parapet, as a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-704.C; and a reduction to the perimeter buffer along S. Ft.
Harrison Avenue from 15 feet to 13.6 feet (to existing building), 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 offices and medical clinic building be consistent with the
conceptual elevations submitted to, or as modified by, the CDB;
2. That any future freestanding sign be a monument-style sign and be designed to match the exterior
materials and color of the building. The maximum height shall be six feet, unless a higher sign is
approved through a Comprehensive Sign Program;
3. That, prior to the issuance of any permits, the landscape plans be amended to ensure plant counts are
correct;
4. That, prior to the issuance of the building permit, building plans show screening of any rooftop
mechanical equipment from view;
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;
6. That, prior to the issuance of any permits, a maintenance easement be recorded in the public records
for the ditch along the north property line; and
7. That, prior to the issuance of any permits, compliance with all requirements of General Engineering,
Traffic Engineering and Stormwater Engineering be met.
Community Development Board - May 20, 2008
FLD2008-03007 - Page 9 of 10
Prepared by Planning Department Staff:
Wayne M.
A'IT ACHMENTS:
o Location Map
o Aerial Map
o Zoning Map
o Existing Surrounding Uses Map
o Photographs of Site and Vicinity
S: IPlanning DepartmentlC D BIFLEX (FLD) IPending caseslUp for the next CDBIFt. Harrison S 1573 Offices (C) - 5.20.08 CDB - WWlFt.
Harrison S 1573 StaffReport.doc
Community Development Board - May 20, 2008
FLD2008-03007 - Page 10 of 10
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LOCATION MAP
Owner:
1573 LLC
Case:
Site:
1573 s. Ft. Harrison Avenue
Property
Size(Acres):
PIN:
Atlas Page:
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AERIAL MAP
Owner:
1 573 LLC
Case:
FLD2008-03007
Site:
1573 S. Ft. Harrison Avenue
Property
Size(Acres):
0.96
PIN: 21/29/15/00000/440/2000
AftasPage: 313B
ZONING MAP
Owner: I
1573 LLC
Case:
FLD2008-03007
Site:
1573 S. Ft. Harrison Avenue
Property
Size(Acres):
0.96
PIN:
21/29/15/00000/440/2000
I Atlas Page:
313B
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Owner:
1573 LLC
I Case:
Property
Size(Acres):
FLD2008-03007
Site:
1573 S. Ft. Harrison Avenue
0.96
PIN:
21/29/15/00000/440/2000
Atlas Page:
313B
View looking south at north and west sides of the
buildin on the subject RroRerty
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View looking east at north side of the subject
property (location of proposed parking area)
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View looking southeast at rear of the subject property
and the adjacent senior living facility to the east
1573 S. Ft. Harrison Avenue
FLD2008-03007
View looking southeast at north side of the buildin~
on the subject property
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View looking northeast at the south side of the
building on the subject property (north of the
adjacent restaurant - right side)
Page 1 of 2
View looking east at restaurant at 1575 S. Ft.
Harrison Ave directly south of the subject property
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View looking west at offices at 520 Howard Ct.
west of the subject property
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View looking northeast at offices at 1569 S. Ft.
Harrison Ave directly north of the subject property
1573 S. Ft. Harrison Avenue
FLD2008-03007
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View looking south at used auto sales at 1594 S.
Ft. Harrison Ave southwest of the subject property
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View looking north at retention pond across S. Ft.
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Page 2 of 2
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April 14, 2008
Mr. Wayne Wells
City of Clearwater Planning Department
100 S. Myrtle Ave
Clearwater, FL. 33758
Dear Wayne,
Below are our responses (in bold italic) to the comments from our previous submittal.
General Engineering:
1. Resize dumpster pad area to meet requirements of City of Clearwater Contract Specifications and
Standards, Part "C", Construction Standards, Index #701. (Enclosure is 14'-8" wide x 10'-8" deep).
Include Index #701 page 1/3 on details sheet.
The enclosure has been revised to the proper size and the detail has been added to sheet C-7.
2. Applicant shall obtain a City of Clearwater right-of-way permit for proposed driveway.
The right-of-way permit will be applied for.
3. The proposed occupancies of the building include medical offices; consequently the
applicant/owner will be responsible for all associated fees to install a required reduced pressure B.F.P.D.
(back flow preventor device).
Owner/Applicant acknowledges that is their responsibility for all fees.
Environmental:
1 .Community Development Code Section 3-907 requires a 15 foot vegetative buffer from the top of the
bank of any creeks and channels for all construction activities, including parking lots. Modify plans to
allow for a 15 foot vegetative buffer from the channel on the north side of the property.
Per Section 3-907(8) the buffer has been reduced by the allowable width in some areas but has
been expanded in other areas. The overall area of the buffer has been increased. See attached
8.5"x11" drawing showing the proposed buffer.
Prior to building permit:
An Asbestos Survey is usually required prior to conducting any interior or exterior renovations. Please
contact Mickey Crane at Pinellas County Air Quality (464-4422) for further information.
Owner/Applicant acknowledges that is their responsibility for the Asbestos Survey and will be
coordinating with the Crane.
Fire:
1. All areas of all floors shall have access to 2 remote exits. the 2nd floor appears to be 2 separate tenant
spaces and shows access to only 1 stair from the space on the east side. Add an additional stair to
correct this. Show on Plan PRIOR TO COB
The second floor area has been revised and now shows access to 2 remote exits.
Harbor Master:
1. No issues.
Legal:
1. No issues.
Howard Civil Engineering, LLC 1601 :rd Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
land Resources:
1. The Tree Inventory is inconsistent with the code grading system and there are some
observations that I don't concur with. Set a field meeting to address prior to COB.
On-Site meeting between the arborist and Rick Albee has occurred.
2. Show all trees with their canopies, on all of the civil plans prior to COB.
Plans have been revised and now show the tree canopies on every plan sheet.
3. The proposed 1 '-2' +/- cut is too close to trees #13-15. Recommend revising the elevations and/or
placing concrete "on grade" and providing and aeration system, Revise prior to COB.
Parking area has been regraded to eliminate the severe cut, and a Wane3000 Tree System has
been called out for aeration.
4. The proposed top of bank is too close to tree #17. Revise the TaB to be at least 15' away from the tree
prior to COB.
Top of bank has been shifted to 15' from tree.
5. Trees # 3,4,5 and 29 are shown to be preserved, Address the FM impact at these trees prior to COB.
These trees are now proposed to be removed.
6 .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 Le.; 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. Provide prior to building permit.
This item is not available at the time of re-submittal and will be submitted at a later date.
landscaping:
1. Since the existing building is located 13.6 feet from the front property line, a Comprehensive
Landscape Program application must be submitted to request the reduction of the front perimeter buffer
from 15 to 13.6 feet.
The application has been included in this re-submittal.
2. Sheet C-4 - Indicate for the northern existing driveway apron and that portion of the existing southern
driveway apron that are proposed to be removed must be sodded.
Notes stating such have been added to Sheet C-4.
3. Landscape buffers require 100% shrubs. Revise to show on the Landscape Plan the following:
a. Suggest the front buffer along S. Ft. Harrison Avenue provide a tiered effect with shrubs, with
the higher/taller shrubs in the back and the shorter shrubs in front.
An additional shrub species has been added to the plans to create the desired effect.
b. The south and east buffers need to be planted with shrubs; and
Shrubs have been added.
c. Shrubs may be planted/are required within the visibility triangles, but must be maintained to
maximum of 30-inches.
Notes stating such have been added to Sheet C-6.
4. Sheet C-6 - Do not plant new trees under the canopy of existing trees. Relocate proposed trees.
Proposed trees have been relocated to avoid being placed under an existing tree canopy.
5. Required trees by Code are to be shade trees. Two accent trees (placed relatively close to each other
to aggregate the same intended canopy) = one shade tree. Three palms (clumped together) = one shade
tree.
Proposed trees have been revised to be a shade tree, see sheet C-6.
Howard Civil Engineering, LLC 1601 :{d Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
6. Sheet C-6 - For interior landscape areas, shrubs making up 50% of the required green space and
groundcover for the balance of the interior landscape area in lieu of turf are required, per Section 3-
1202.E.1.
Ground cover has been added to the interior parking islands.
7. Show interior landscape shading and square footages on Sheet C-3 rather than Sheet C-6, as it is
difficult to read and/or read the proposed landscaping on Sheet C-6 with such shading.
Plans have been revised.
8. Sheet C-6 - Plan is not clear, when correlated to the 8.5" x 11" tree inventory, as to which trees are
being saved versus removed, including trees #9, 11, 12, 13, 15, 23, 29, 30 and 37.
Sheet C-6 shows the proposed tree to be removed with a bold X over the existing tree symbol.
9. The minimum required number of trees for this site, either through preserved trees or new trees, is
based on the following:
Perimeter:
Front = 280'/35' = 8 trees;
Side (N) = 306'/35' = 9 trees;
Side (S) = 156'/35' = 4 trees;
Rear = 140'/35' = 4 trees
Foundation = 50'/40' = 1 tree
Interior = 1528 sf/150 sf = 10 trees
Total = 36 trees
Sheet C-6 shows the proper amount of trees to be installed or preserved.
10. Sheet C-6 - Directly west of the building, the symbol indicates 2 L1, but there is only one tree symbol
shown. Revise quantity to 1 L1,
Plans have been revised.
11. Sheet C-6 - Revise the Proposed Plant Legend to indicate the botanical name abbreviation.
Plans have been revised.
12. Sheet C-6 - Proposed Plant Legend indicates 224 va, but the plan only indicates 223 va. Recount
and revise.
Plans have been revised with the correct amount.
13. Sheet C-6 - T erminallandscape island on the north side of the driveway only has 1 L1, Either change
out to a shade tree or add one L1.
One LI has been added to the island.
Parks and Recreation:
1 . No issues - commercial interior remodel.
Stormwater:
1. The following shall be addressed prior to review by the Community Development Board:
1. No vertical wall on the pond shall be located next to the property line.
Vertical wall has been moved to parking lot side of pond.
2. Show cross sections of all ponds showing all designed elevations, underdrain pipes and reflect exact
existing and proposed elevations, not a typical type of cross sections.
Cross sections are now shown on Sheet C-4.
The following shall be addressed prior to the issuance of a building permit:
1. The 15' drainage easement provided is in an irregular shape and will be difficult to be described.
Instead please show on the revised plan a 25' drainage easement measured from the northern property
line over the existing ditch to be dedicated to the City of Clearwater.
The drainage easement is now 25 foot from the property line.
Howard Civil Engineering, LLC 1601 :rd Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
Sf. Petersburg, FL. 33701
2. Provide soil analysis with seasonal high water table elevations at the ponds.
This information is in the Geo- Tech report which has been included with this resubmittal.
3. Survey shall include 50' adjacent topography on the east and north of property lines and all finished
floor elevations of adjacent properties located within this 50' area.
The Owner/Applicant acknowledges that this information is required and will provided as soon as
it is received from the surveyor.
4. Stormwater pipes located in the easement shall be reinforced concrete material.
All pipes have been revised and are now RCP.
5. Off-site runoff needs to be addressed. Show on the plan the historical storm water flow
pattern .
Pre-developed basin map showing flow has been included in the drainage report.
6. Show finished floor elevation of the existing building on-site and show the survey datum on the paving
and grading plan.
The finish floor elevation and the Survey Datum have been added to sheet C-4
7. Provide erosion control at the ditch where the outfall pipes discharge.
Concrete rip-rap has been added to the outfalls.
8. Are the control structures of FOOT modified Type E? Detail sheet shows detail of City of Clearwater.
Show separate detail for control structure A and B and show all designed elevations on the details.
Callouts of control structures shall refer to their detail numbers.
Control structures are FDOT Type IC'. We have included details for each structure on sheet C-9
9. Concrete flume shall be provided at all 2' opening curb to prevent erosion.
No flumes are required due to the change of the ponds retaining wall.
10. Show details for all storm structures including the flume detail and the mitered end sections.
Details have been added to sheet C-9.
11. Control structures shall have skimmers. Please provide detail of skimmers.
Details have been added to sheet C-9.
12. Based on the underdrain detail provided. the clearance between pond bottom and top of underdrain is
2', but the current design does not match the detail provided. Please verify this for accuracy.
Detail has been revised.
13. Provide a copy of the approved SWFWMD permit.
A copy of the SWFWMD permit will be submitted when received.
14, Please provide a revised drainage report and stormwater narrative reflecting the following changes
and/or additional information:
a) Soil analysis with seasonal high water elevations at the ponds
b) Basin map showing the off-site runoff contribution to the site
c) Correct dimension of drainage easement to be dedicated to the City
d) Y2 II water quality calculations
e) Existing impervious area can only be given Y2 credit when calculating the runoff coefficient
values (C)
f) Verify the survey datum and update the Stage Storage Table's Elevation column accordingly.
Stage storage table Elevation column shall be in smaller increments to reflect all the designed
water elevations and their corresponding cumulative volumes.
g) It is not clear whether a current design of control structures has weir. If so, please provide a
weir design. Show that the flow rate of post development does not exceed the flow rate of the
pre-development.
Howard Civil Engineering, LLC 1601 T Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St, Petersburg, FL. 33701
h) Provide the specification supporting the permeability value, K = 5.42 feet/hour that was used in
the drawdown analysis.
The revised drainage report addresses comments 14 a-h which is included with this re-
submittal.
General note:
1. DRC review is a prerequisite for Building Permit Review; additional comments may be
forthcoming upon submittal of a Building Permit Application.
Solid Waste:
1 . Please straighten out dumpster enclosure approach, Will not be able to service as shown.
Dumpster enclosure has been revised to lessen the angle.
Traffic Engineering:
The following to be addressed prior to Building Permit:
1. On the handicapped sign detail change the Florida Statute to read "F,S. 318,18".
Detail has been revised.
2. On the handicapped stall detail change the stall length to 18 feet.
Detail has been revised.
3. Concrete steps are located in the loading zone. Please delete.
Note has been added stating these are to be removed.
General Note(s):
1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and
paid prior to a Certificate of Occupancy (C.O,).
Owner/Applicant acknowledges that is their responsibility for all fees.
2) DRC review is a prerequisite for Building Permit Review; additional comments may be forth coming
upon submittal of a Building Permit Application.
Owner/Applicant acknowledges this.
Planning:
1. Sheet A-3 - East Elevation is really the West Elevation and vice versa. Revise titles on
elevations 1 and 3.
Elevations have been revised.
2. On Page 7 of the application form, fill in the following:
Acknowledgement of traffic impact study requirements (Applicant must initial one of the following):
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.
Owner/Applicant has initialed the proper line on the re-submitted form.
3. On all civil plans, show the location of all existing trees on-site and within 25 feet of the subject property
(tree survey), including drip lines, and indicating which trees are proposed to be removed. Need to
translate the small 8.5" x 11" plans showing the trees on-site and on the adjacent property to be
preserved and to be removed on the larger civil sheets to allow for ease of reviewing impacts on other
proposed improvements and proposed trees.
All plan sheets now show the trees and their canopies.
Howard Civil Engineering, LLC 1601 :{d Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
4. Are there any public or private easements on the property that could affect the site design (survey was
prepared without the benefit of a title search)? Response sheet from March 11, 2008, indicated the owner
is to provide such information.
5. Sheet C-1 - Revise Site Data for the following:
a. Proposed Building and structure heights (revise to that indicated in the request by Planning);
Building height has been revised on the Cover Sheet.
b. Proposed Impervious Area Ratio (indicated is 0.45, but if you add the proposed vehicle use
area, building and sidewalk, it adds up to 0.537);
Ratio has been revised on the Cover Sheet.
c. Proposed Structure setbacks - Revise Front to 13.6 feet (to existing building), 16.3 feet (to
proposed building) and 15 feet (to proposed pavement); Revise Side to 5 feet (south) (to existing
building); Revise Rear to 10 feet (to proposed pavement); and
Setbacks have been revised on the Cover Sheet.
d. Proposed Use - Indicate Professional Offices and Medical Clinics
Proposed use has been revised on the Cover Sheet.
6. Wheel stops are required for all parking spaces except the seven spaces east of the handicap parking
spaces next to the building.
Wheel stops have been added to the drawings.
7. Sheet A-3 - Elevation 3 Side Elevation (West - really East) - Provide stucco color numbers on right
hand side of elevation.
Elevations have been re-Iabe/ed.
8. Provide samples of proposed exterior building colors.
Samples of colors are included with this resubmittal.
9. Provide reduced copy (8.5" x 11 ") rendered (colored) elevations.
A colored copy is included with this resubmittal.
10. Provide reduced copy (8,5" x 11 ") rendered (colored) site plan (prefer landscape plan).
This item is not available at the time of re-submittal and will be submitted at a later date.
11. Sheets C-3, C-4, C-5 and C-6 - Remove existing concrete ramp east of proposed interior stairs
(landscape plan still shows the concrete ramp even though landscaping is also indicated in the same
location).
Notes have been added to plans to remove these items.
12. Dumpster size indicated on Sheet C-3 is not the same size as indicated by Detail #701 shown on
Sheet C-7. Revise Sheet C-3.
The enclosure has been revised to the proper size.
13. On Page 7 of the application form, fill in the following:
Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the
following):
_Fire Flow Calculations/Water Study is included.
_Fire Flow Calculations/Water Study is not required.
Owner/Applicant has initialed the proper line on the re-submitted form.
14. Page 1 of application - Description of Request - It is indicated that the building will be "approximately
11,000 sf'. We don't deal with "approximate" for site data. Provide correct information.
Owner/Applicant has revised the application on the re-submitted form.
15. All existing overhead utilities on-site must be placed underground with this proposal (place note on
Sheet C-3).
Note has been added to the drawings stating such.
Howard Civil Engineering, LLC 1601 :rd Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
16. Sheets C-3, C-4, C-5 and C-6 - Need to address what is happening to the existing concrete steps
east of the landing (to be removed?). These steps encroach into the loading space.
Notes have been added to plans to remove these items.
17. Per Section 3-1406.8, need to provide a minimum stacking distance from the front property line to the
first parking space or drive aisle of 20 feet, based on the parking provided under this proposal.
Alternately, to have the first parking space at a 15.84-foot distance from the front property line, a specific
traffic study must be submitted justifying the proposed reduction.
The first parking space is approximately 46 feet from Fort Harrison A ve. through lane. This should
allow stacking for 2 cars (see sheet C-3).
18. There are existing wood stairs adjacent to the south property line at the southwest corner of the
existing building. Unclear the future need for such stairs. Are these stairs proposed to be removed?
The stairs are to be removed. A note has been added to the plans stating such.
19. There exists a wood foot bridge over the ditch on the north side. Is it intended to remain?
The bridge is to be removed. A note has been added to the plans stating such.
20. Response to General Applicability criteria #1 - Response must discuss HOW the proposal meets the
criteria (good information provided but it doesn't address the criteria).
Owner/Applicant has revised the application on the re-submitted form.
21. Response to General Applicability criteria #2 - Unclear as to what "creating a business" means. If you
mean that the building has been vacant and redeveloping the building that has been passed over to have
medical clinics and offices in the building will not hinder the development or use of adjacent properties,
say such.
Owner/Applicant has revised the application on the re-submitted form.
22, Response to General Applicability criteria #3 - It is recommended to also add in the response how the
redevelopment of the site reduces the number of driveways from two to one, which can be viewed as a
safety improvement to pedestrians and motorists (since the right hand lane is merging left at this
location).
Owner/Applicant has revised the application on the re-submitted form.
23, Response to General Applicability criteria #4 - It is recommended to also add in the response how the
redevelopment of the site reduces the number of driveways from two to one, which can be viewed as a
safety improvement to pedestrians and motorists (since the right hand lane is merging left at this
location), also minimizing traffic turning movements at this location.
Owner/Applicant has revised the application on the re-submitted form.
24. Response to Comprehenisve Infill Redevelopment Project criteria #3 - Response needs to address
HOW the proposal is consistent with the surrounding properties, discussing the surrounding uses and
scale of buildings.
Owner/Applicant has revised the application on the re-submitted form.
25, Response to Comprehenisve Infill Redevelopment Project criteria #4 - Response should also discuss
the benefits of this proposal, such as having a use in a building that has been vacant, with appropriate
parking and landscaping improvements.
Owner/Applicant has revised the application on the re-submitted form.
26. Response to Comprehenisve Infill Redevelopment Project criteria #5 - Response needs to describe in
detail HOW this proposal:
a. is compatible with the surrounding uses;
b. will not substantially alter the essential use characteristics of the neighborhood; and
c. will be a significant economic contributor.
Owner/Applicant has revised the application on the re-submitted form.
Howard Civil Engineering, LLC 1601 T Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
27. Response to Comprehenisve Infill Redevelopment Project criteria #6 - Response must address, in
detail, ALL of the criteria (a - e).
Owner/Applicant has revised the application on the re-submitted form.
28. As a heads-up issue, required egress from the second floor with two means of egress from all tenant
spaces may be an issue. While this life-safety issue is really reviewed at the building permit stage, if there
are issues that translate into additional stairs and required egress doors and sidewalks (which can affect
required setbacks and landscaping), it is advisable to look into this issue now and make necessary
revisions to the site/building plans. You may want to check with our Building Plans Examiners (Jeff
Walker, 562-4567).
The second floor area has been revised and now shows access to 2 remote exits.
Should you need any further information, please don't hesitate to contact me.
Since~, /1('
/L/'~
chaclSerrano
Project Manager
Howard C I Engi
Mobile (813) 881-1676
Howard Civil Engineering, LLC 1601 3'd Street South - Suite A
Office (727) 490-1784 (Fax) 727-490-1787
St. Petersburg, FL. 33701
y'
; Clearwater
-~
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:
o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and
application are required to be collated, stapled, and folded into sets
o SUBMIT FIRE PRELlMARY SITE PLAN: $200.00
o SUBMIT APPLICATION FEE $
* 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:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER
PROPERTY OWNER(S):
List ALL owners on the deed
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
PROJECT NAME:
STREET ADDRESS
PARCEL NUMBER(S):
PARCEL SIZE (acres):
LEGAL DESCRIPTION:
PROPOSED USE(S):
'0
".l-~
PROJECT VALUATION: $ trOV &V-t>
4-2 / o-c:)f:)
-Q-t6-~
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.
reduction in required number of
parking spaces, specific use. etc.)
C:\Documents and Settings\derekJerguson\Desktop\planningforms_0707\Comprehensive Infill Project (FLD) Q4-24-07.doc
Page 1 of 8
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TD.R), A PREVIOUSLY APPROVED PLANNED UNI
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO..!t.... (if yes, attach a copy of the applicable documents)
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
o SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 7)
D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
o 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 harmony with the scale, bulk, coverage. density and character of adjacent properties in which it
is located,
Sx..f>
rNl~
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.
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3, The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use.
t.l
4. The proposed development is designed to minimize traffic congestion.
I'
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
l.l
6. The design of the proposed development minimizes adverse effects, including visual. acoustic and olfactory and hours of operation impacts. on
adjacent properties,
II.
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Page 2 of8
D. WRITTEN SUBMITTAL EQUIREMENTS (Code Section 3-913A)
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 proposed site has an existing building of which no building additions will be
proposed and therefore the scale, coverage and density of the site will not change.
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 property is surrounded by commercial developments. The proposed development
will be office space which is consistent with commercial nature of the surrounding area.
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 proposed development will reduce the number of driveways from the existing two
entrances down to one entrance. This is a safety improvement to pedestrians and
motorists since the right hand lane is merging at this location. The improvement of the
site will also remove hazardous areas in the abandoned parking facility, and will also
discourage children from playing in an abandoned, easily accessible building.
4. The proposed development is designed to minimize traffic congestion.
The parking area is designed with adequate depth to allow cars access without backing
up traffic on Ft. Harrison Ave. Also the proposed development will reduce the number of
driveways from the existing two entrances down to one entrance. This is a safety
improvement to pedestrians and motorists since the right hand lane is merging at this
location.
5. The proposed development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
Medical and Office type buildings appear in the immediate vicinity, This office space is
consistent with the surrounding area as the use is the same.
6. The design of the proposed development minimizes adverse effect, including
visual, acoustic and olfactory and hours of operation impacts, or adjacent
properties.
The proposed development will increase the visual effects by improving an abandoned
building with new paint and exterior trimming.
WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)
[J Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is
achieved, in detail:
1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this
zoning district.
,c;~f
O\-\~~
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
l'
3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties,
"
4. Adjoining properties will not suffer substantial detriment as a result of the proposed development.
,t
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
f. The proposed use provides for the development of a new and/or preservation of a working waterfront use.
"
6. Flexibility with regard to use, lot width, required setbacks. height and off-street 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:
[J Changes in horizontal building planes;
[J Use of architectural details such as columns. cornices, stringcourses. pilasters. porticos, balconies, railings, awnings, etc.;
[J Variety in materials, colors and textures;
[J Distinctive fenestration patterns;
[J Building stepbacks; and
[J Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings.
(i
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Comprehensive Infill Redevelopment Criteria
1. The development or redevelopment is otherwise impractical without deviations
from the use and/or development standards set forth in this zoning district.
The building is existing and it is impossible to reduce the setbacks to the side and front
property lines without demolishing the building.
2. Te development and redevelopment will be consistent with the goals and policies
of the comprehensive plan, as well as the general purpose, intent and basic planning
objectives of this code, and with the intent and purpose of the zoning district.
The goal of the comprehensive plan is to discourage the decaying of property in the city.
The development of this property would increase the tax base and improve a decaying
building.
3. The development or redevelopment will not impede the normal and orderly
development and improvement of surrounding properties.
The development will consist of commercial office use. This is consistent with
surrounding uses. The scale of the building is consistent with the use to the south, north
and west, where the buildings all appear to be about the same size.
4. The adjoining properties will not suffer substantial detriment as a result of the
proposed development.
The proposed development is to a scale which will not exceed the use of the site.
Adjoining properties would benefit from this development by improvement and
occupation of a vacant building, the creation of aesthetically pleasing landscaping and
also the construction of a parking lot,
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 (please see application form for
objectives)
a) The proposed development is for medical office use. This use is consistent with
surrounding properties to the north and east of the site,
b) As the use is consistent with the surrounding neighbors, the essential characteristics
of the neighborhood will not be altered.
c) The development of offices where the building is currently vacant will produce taxable
revenue to the City.
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 use is consistent with the use of surrounding properties, that being
commercial in nature with medical/office facilities.
b) The proposed development will comply with the required design guidelines by
providing the required parking, drainage facilities, and landscaping as required by city
code. No variances or waivers are askedfor in this regard
c) The design and scale is consistent with surrounding uses. The building will not be
significantly larger than any neighbors. Also as the building is existing.
d) As the building is existing:
There will be no change in horizontal building planes
The use of awnings will increase the aesthetics of the building.
There will be three different colors to the fafade
Light windows will provide fenestration patterns
There will be no building stepbacks as the building is existing
There will be no distinctive roof forms as the existing roof will be utilized
e) The proposed development will provide enhanced landscape buffers where none
previously existed.
E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria
Manual and 4-202.A.21)
rII A STORMWA TER NARRATIVE MUST BE SU BMITTED 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.
~
~
;;
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:J
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 detention/retention 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.
GV
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
o
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 STORMWA TER 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)
~ SIGNED AND SEALED SURVEY (including legal description of property)- One original and 14 copies;
if 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;
o
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;
,
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);
o
COPY OF RECORDED PLAT. as applicable;
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G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
o
SITE PLAN with the following information (not to exceed 24" x 36"):
7 Index sheet referencing individual sheets included in package;
J North arrow;
J 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;
c/ 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
-'L. and water lines; .
-1.../ All parking spaces. driveways, loading areas and vehicular use areas;
JDePiCtiOn 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
V {per Section 3-201(D)(i) and Index #701};
7 Location of all landscape material;
7 Location of all onsite and offsite storm-water management facilities;
Ab. Location of all outdoor lighting fixtures; and
/ Location of all existing and proposed sidewalks.
o
SITE DATA TABLE for existing, required. and proposed development, in written/tabular form:
L 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,
L 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;
Z)mpermeable surface ratio (I.S.R.); and
Ii/' Floor area ratio (FAR.) for all nonresidential uses.
REDUCED COLOR SITE PLAN to scale (a y, X 11);
EXISTING
4'1, DOf) S f 0, crh"\L
\
,
\\! crot> f, 'f"
4-l{
o
^ bl1 (_
<:Z<I~n^J(\"
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REQUIRED
26,/}fro
I
\
PROPOSED
tf,.., ~.s~ 0.1b A ~
1
\
II.. ~D.>Y
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./
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0.6,5
'ff
-l5; 01'<' (~.-
III 011. .e.,
t X.I ,>/i,.j-6-
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0.2.10
o 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;
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...-
H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
o LANDSCAPE PLAN with the following information (not to exceed 24" x 36"):
~ All existing and proposed structures;
~ Names of abutting streets;
c./ Drainage and retention areas including swales, side slopes and bottom elevations;
v/ Delineation and dimensions of all required perimeter landscape buffers;
--V-; Sight visibility triangles;
V 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
v tree survey);
- ~ocation, size. and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant
v schedule;
- /Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all
V existing and proposed landscape materials. including botanical and common names;
- ;Vypical planting details for trees. palms, shrubs and ground cover plants including instructions. soil mixes. backfilling. mulching and
V protective measures;
~nterior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
_ percentage covered;
AliI}- ~onditions of a previous development approval (e,g. conditions imposed by the Community Development Board);
/" Irrigation notes.
~ REDUCED COLOR LANDSCAPE PLAN to scale (8 Y, 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)
o BUILDING ELEVATION DRAWINGS - with the following information;
All sides of all buildings;
Dimensioned;
Colors (provide one full sized set of colored elevations);
Materials;
Sight visibility triangles;
o REDUCED BUILDING ELEVATIONS -same as above to scale on 8 Y, X 11.
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) AJo fJ/iA-P(C- jJ~ e./'
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 Y, X 11) (color). if submitting Comprehensive Sign Program application.
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K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C)
AJo
!/,1!cc,
~
o Include if required by the Traffic Operations Manager or his/her designee or if the proposed development:
Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day.
Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior 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 Section 4-801 C of the Community Development Code for exceptions to this requirement.
11
Acknowledgement of traffic impact study requirements (Applicant must initial one of the following):
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. .
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT
STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND
SIGNIFICANT DELAY MAY OCCUR.
If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-
4750.
L. FIRE FLOW CALCULA TIONSI WATER STUDY: !J
/
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 impact 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.
~
Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following):
96f
Fire Flow CalculationslWater 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
RESUBMITTED 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.
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N. AFFIDAVIT TO AUTHORIZE AGENT:
1. Provide names of all property owners on deed - PRINT full names:
151'7 I~V
~tlllA.L >.e1~
2. That (I amlwe are) the owner(s) and record title holder(s) of the following described property (address or general location):
((73 S. FL. l~lnA ~
3. That this property constitutes the property for which a request for a: (describe request)
St\e- Pl,,-,^ ~ ~ "J~:hrM :6 I;<M\~ S-Ltl..~
4.
uY'tA.V'-e
L-L.L
U-G
as (his/their) agent(s) to execute any petitions or other
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.
rtify that the foregoing is true and correct.
~ / st'!J
LL- (/
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
lL\~
day of
~D\
~co() personally appeared' IfQvor }~I;Qvd
who having been first duly sworn
Deposes and says that he/she fully understands the contents of the affidavit that he/she signed.
NOTARY PUBUC.STATE OF FLORIOA
~Kimber1Y R. Parmelee
Commission # DD543750
Expires: APR. 24, 2010
Bonded Thru Atlanlk f!0rrding Co., Inc.
Notary Seal/Stamp
JL:. p'j2 /L____
c) Notary Public Signa~re
My Commission Expires: 4
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A BOUNDARY SURVEY OF (O.R. BOOK 14115, PAGE 2048)
THAT PART OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 21,
TOW N S HIP 2 9 SOU T H , RA N G E 1 5 EA ST , PIN ELLA S C 0 U N TY, F LOR I D A, DE SC RIB ED
AS FOLLOWS: BEGINNING AT THE SE C ORNER OF THE NORTH 756,05 FEET OF
SAID WEST 1/2 OF SE 1/4 OF SE 1/4 AND RUNNING THENC E SOUTH 008' 42"
WEST ALONG THE EAST BOUNDARY OF SAID WEST 1/2 OF SE 1/4 140 FEET,
THENC E SOUTH 74012'9" WEST, 155.86 FEET TO THE NORTHEASTERLY RIGHT-
OF-WAY BOUNDARY OF COUNTY HIGHWAY # 1 (ALSO HAVING B EEN ORIGINALLY
KNOWN AS STATE ROAD 15), THENCE NORTH 32036'18" WEST ALONG SAID RIGHT-
OF-WAY BOUNDARY 280 FEET, THENC E SOUTH 79056' 18" EAST 305.9 FEET TO
THE POINT OF BEGINNING,
IVlar. It!. LVVO II :V~I\IVI
(U 0(lr~I(U ~VN01~V~IIV~ I~~
NU.'tll:J r. J
Page 2 ofSQC3
SIGNED SEALED
IN OUR PRESEN .
BELLEAJR POINT
Limited Liability
By:
Angelo kopouIos. as Man~er d"L.: .-:vI
ADDRESS: .J'~ '17"';-If~""" '-
~/~~,f' .?.f.lar"
Witness #1:
Witness #2:
STATE OF FLORIDA
COUNTY OF PINEILAS
The foregoing instrument was acknowledged before me this ---1L- day of ~ 2008 by
ANGELO MARKOPOULOS, as Manager of BELLEAIR POINT INVESTMENTS, LLC, a Florida
Limited Liability Company, who produced ~Il~ t( (fAk- as identification.
Notary Public
My commission expires:
!VIa r. I't. LVVO I I : V:1f\lYl
I:V vl:Irl\II:V \,VI101I\V\,IIVI1 II1\,
11V. 't L I:J r. 't
3of3
SIGNED SEALlID AND DELlVE.RED
~
WI #1:. ~~~l
BELLEAIR POINT
Umited. Liab. .
, a Florida
By':
Thomas Goebel, as Manager
ADDRESS:
(~l~ ~.'
Wf#2"?"J G'M(
I .
I
STATE OF FLORIDA
COUNIY OF PlNELLAS
The foregoing instrument was aclmowtedged before me this 1?:Jb day of JDtJ.(l,t) .2008 by
THOMAS GOEBEL, as Manager ({ ~EJ 'e~r~:J INVESTMENTS, U.C, a Rodda Limited
Liability Company, who prodlwed .( , V I as identification.
htvo-^,n'L
Notary Pu
My commission expires:
SUZMNA 8UC'fVC
. MY CQMNISSlON I DP 490884
it\ EXPIRES: Ma1d115, 2010
1bIOlIld""""" NIiOIJIllIInIIIIIi
Mar. 14. LUUtl II :UtlI\M
tV ~tli~ltV ~VN~I~U~IIVR IR~
NO.lfLIJ r. L
DocUJDmlt Prepared by &. return to:
KENNETI:I G. ARSENAULT, JR.
TITLE AGENCY OF FLORIDA, INC.
19535 GULF BLVD., SUITE C
INDIAN SHORES, FL 33785
Parcel # 21129115/00000/440/2000
File # 08-8052
wARRANTY DEIID
TInS INDENTURE, made this 1'-1 dayof~ 2008 between BELLEAIR POINT
INVESTMENTS, LLC, a Florida Limited Liability Company, hereinafter called the Grantor, to 1573,
L.L.C., a Florida Limited Liability Company, hereinafter called the Grantee, having the principal address of: _
w:rrNESSETH: That the Grantor, for and in consideration of the sum ofTen DoJJars ($10.00), and ather good and
valuable considerations, the receipt and sufficiency. ofwbich is heteby acknowledged, by these presents does grant,
bargain, sell, alien, remise, release, enforce, convey and confirm unto tho Grantee, all that certain parcel ofland lying
and being in the County ofPineDas, Sta~ of FLORIDA, more particulllfly descn"bed ~ follows:.
SEE EXHIBIT "A" ATIACHED HERETO AND MADE A PART HEREOF
SUBJECT TO TAXES FOR nm YEAR 2008 AND SUBSEQUENT YEARS
SUBJECT TO RESTRICTIONS AND EASEMENTS OF RECORD.
TO HA VB AND TO HOLD the same in fee simple fonwer.
and the Grantor hereby covenants with said Grantee that he is lawfully seized of said land in fee simple; that he has
good right and lawful authority to sell and convey said land; that he hereby fully warrants the title to said land and
will defend the same against the lawful claims of all persons whomsoever; and that said land is ftee of all
encumbrances.
IN WITNESS WHEREOF, Grantor has bereunto set Grantors' hands and seals the day and year first abovc-
written.
Page 1 of3
"
; Clearwater
o~
~
Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
CASE NUMBER:
RECEIVED BY (Staff Initials):
DATE RECEIVED:
[J SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
[J SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and
application are required to be collated, stapled and folded into sets
* NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN
CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION.
COMPREHENSIVE LANDSCAPE PROGRAM
(Revised 04/24/2007)
~PLEASE TYPE OR PRINT ~
APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPLICANT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
PROPERTY OWNER(S):
List ALL owners on the deed
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
1. ARCHITECTURAL THEME:
- I -::r & '"
L.
FAX NUMBER: ~ - Lf C[O . 17-8"7
EMAIL: 1fevcN H(}UJCIf'rI C I e /,^ef4/~. CVVl .
a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings
p~osed or developed on the parcel proposed for the development. P'
-'k a.\I'c1..-\~e.. ~()..r..J +klM-e ~~ \,oL'f".. J~('fl ~,J a ~ M-oJerl-\.. lo...vJ ~rW
~~.t ~1 ~ \:JX<<f ~1:.' II C'r'fl.oM~ th ~ Mve. It<e,,
OR
b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be
demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape
standards.
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2. COMMUNITY CHARACTER:
The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater.
~ ~o~~ "~" \~ ~ k~ ~'>''''<:t'S~~ ~e~~e
I f) J fP~~ (puA L0C1 ,,^ t: ~ k c.. ~
~ -k<.f>-7 ct<7 ttv.- ~ ~O, ~o..,^ "Lcrl:!>IMIV'\.Dda / -ft,tlA 5- e.lA--kc{'l^-Cl.Nr
Q. I'~~l \ M.~A/vb~ -.fL.L U>lM ~'^-~\.~ I .
3. PROPERTY VALUES:
The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the
immediate vicinity of the parcel proposed for development.
ctIA..
C)
4. SPECIAL AREA OR SCENIC CORRIDOR PLAN:
The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which
the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. 0
~ ~\\~ t '~ ~O'^~f~lt~~~~r~~~f~fM. ~~
~-::::.~;- ~~--~~ ::-- ~~. : ~~~.~L.(~~
6fSoM.
THE LANDSCAPING REQUIREMENTS OF ARTICLE 3. DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL
TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE
LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS,
RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET.
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 PIN~~I,A~
Swom to and subscribed before me this J::tth day of
\ , A.D. 20~ to me and/or by
, who is personally known has
"+,'!. dt
J. . t?
N pu?li~,. Expires: APR 24 2010
M mmlSSlon expires: Bonded TInru Atla.h ". 'd" ' "
. . nul: L"Un mg Co" Inc.
C:\Documents and Settingslderek. fergusonlDesktoplp/anningforms _ 0707\Comprehensive Landscape Program 04-24-07.doc
Page 2 of2
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H:: ~v~ E~I~E~IN~
Stormwater Report
for
1573 Fort Harrison Office
Prepared for:
Ed Seifried Construction
Submitted to:
City of Clearwater
SWFWMD Southwest Florida Water Management District
Trevor D. Howard, P.E.
Florida P.E. No. 59364
Howard Civil Engineering, LLC 1601 3rd Street South - Suite A St. Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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Table of Contents
PART A - GENERAL INFORMATION
Project Narrative
Pre Development Basin Map
Post Development Basin Map
PART B - Basin A
Pre I Post Drainage Volume Calculations
Stage/Storage Calculations
Underdrain Calculations
PART C - Basin B
Pre I Post Drainage Volume Calculations
Stage/Storage Calculations
Underdrain Calculations
APPENDIX
GEOTECHNICAL REPORT
OPERATION AND MAINTENANCE INSTRUCTIONS
Howard Civil Engineering, LLC 1601 3rd Street South - Suite A St. Petersburg, FL 33701
Office (727) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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PART A
GENERAL INFORMATION
Howard Civil Engineering, LLC 1601 3rd Street South - Suite A St Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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Proiect Narrative
PROJECT LOCATION
The project is located on the east side of South Ft. Harrison Ave just north of Howard Court. The address
is 1573 South Ft. Harrison Ave in the City of Clearwater, Pinellas County, Florida. Section 21, Township
29S, Range 15E.
PROJECT SIZE
The project size is 0.96 acres.
EXISTING CONDITIONS
There is currently a building on the site. Runoff from the site drains to a creek on the north side of the
property.
The area between the building and the creek has always been used as a hard surface parking facility
where no attenuation or treatment of stonnwater was previously provided.
From soil borings conducted in the area of the proposed retention pond, the Seasonal High Water Table
is estimated to be 4 feet below existing grade. This is due to the drawdown effects of the creek.
PROPOSED CONDITIONS
The owner of the site wishes to improve the site by constructing a new 15,000 sf square foot parking area
with the associated stonnwater facilities to serve it.
There will be two separate drainage basins that both drain to the creek. Basin A will collect runoff from the
roof area and will drain to Pond A, Basin B will collect runoff from the proposed parking area and will drain
to Pond B.
There will be a 15 foot maintenance area from the top of bank of the creek.
A stonnwater retention pond will collect all runoff from the improved areas. This retention pond will treat
the water quality volume for the site before discharging stonnwater into receiving water bodies.
DESIGN CRITEREA
City of Clearwater
The stonnwater ponds will attenuate the difference between ~Q =~CIA x the 1 hour time of concentration.
The water quality volume of the pond will draw down in less than 24 hours.
SWFWMD
The water quality volume of the first 1/2 -inch of runoff from the project area will be collected and treated
via an effluent filtration system.
Conclusion
The proposed stonnwater management facility will meet the stonnwater requirements of the SWFWMD,
and the City of Clearwater.
Howard Civil Engineering, LLC 1601 3rd Street South - Suite A St. Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 WNW. HowardCivilEngineering. com
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PART B - Basin A
Howard CivH Engineering, LLC 1601 3rd Street South - Suite A St. Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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STORMWA TER CALCULATIONS
PROJECT NAME: 1573 S FT. HARRISON
April 10, 2008
BASIN A
PRE-DEVELOPMENT CONDITIONS
RUNOFF
AREA AREA COEFFICIENT PRODUCT
LAND USE (ae) (sf) lie" CxA
IMPERVIOUS 0,133 5,793 0.475 0.063
PERVIOUS 0.049 2,134 0.20 0.010
TOTAL
0.182
7,928
"C" WEIGHTED AVERAGE =
0.073
0.40
TIME OF CONCENTRATION=
USE 60 MINUTES
POST -DEVELOPMENT CONDITIONS
RUNOFF
AREA AREA COEFFICIENT PRODUCT
LAND USE (ae) (sf) "C" CxA
IMPERVIOUS 0.133 5,793 0.95 0.126
PERVIOUS 0.032 3,479 0.20 0.006
POND 0.017 1,354 1.00 0,017
TOTAL 0.182 10,626 0.150
"C" WEIGHTED AVERAGE = 0.82
REQ'D STORAGE = ~Q = ~CIA
~C= 0.42184
I (in/hr) 3.6
A (acres) 0.182
~Q= 0.28
TOC (see) 3600
STORAGE VOLUME ~Q X 3600 =
995.0 CU.FT
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PROJECT: 1573 S. FT. HARRISON 10-Apr.o8
05:37 PM
FILENAME: Z:\Seifried\Fort Harrison\Drainage\City of Clearwater Drainage Calcs\[STORMJ
Staae - Storace Calculations
Elevation Area Area Incremental Cumulative
Volume Volume
(ft NGVD) (sq ft) (acres) (ac-ft) (ac-ft)
36.00 127 0.003 0.000
37.00 463 0.011 0.007 0.007
38.00 1038 0.024 0.017 0.024
CONTRIBUTING
AREA (ac) 0.182
DEPTH
OF (in) 0.50
TREATMENT
WATER ( cu-ft) 330
QUALITY
VOLUME (ac-ft) 0.008
WATER
QUALITY (ft) 37.05
ELEVATION
25-YR WATER (cu-ft) 995
QUANTITY
VOLUME (ac-ft) 0.023
( cu-ft) 995
QUALITY + QUANTITY
VOLUME (ac-ft) 0.023
25-YR WATER
QUANTITY (ft) 37.93
ELEVATION
~~~~~~-~~---~~~~--~
"
Fdtf.t r'J1,'dQ '\ -- ",,,1 II
- ,{ ", ' ,
, I ,-' t' r ~ d: It
Pock
Thin. Blue Numbers
Bold Red Numbers
Variable Filter Area
Site Data
Project area =
Rainfall runoff depth =
Required treatment volume =
Underdrain pipe length (lop) =
Underdrain pipe diameter =
Manning's n ::
Total bleeddown time =
Pond Volume okay?
Recovery time okay?
Underdrain pipe size okay?
Underdrain invert elevation okay?
0.18
0.50
330
12.0
6
0.010
5.18
Yes
,
acres
inches (OFW ?)
cubic feet
feet
inches
A=
B=
C=
37.05
36.00
35.00
0.75
5.42
555
127
341
2.00
ft. - Elevation of the top of water quality treatl
ft. - Elevation of the bottom of the treatment.
ft. - Underdrain invert elevation
ft. - Distance from bottom (B) to the centerlin
Darcy's k (ft/hr)
square feet
square feet
square feet
feet - flow length through the filter media (2' I
Area of pond at elevation A =
hours Area of pond at elevation B =
Average pond surface area AR =
Maximum Filter Flow Length =
TOT. FILTER FILTER AVG.
WATER HEAD INCR. DER INCR. FLOW HYD. AREA FLOW FLOW INCR. TOTAL
ELEV. (h) HEAD VOL. (V) VOL. LENGTH GRAD. AF= Q=kiAF (Q1+Q~/2 TIME TIME
(FT.) (FT.) (FT.) (CU.FT.) (CU.FT.) L (FT.) i = hlLp LxH ( CFH ) ( CFH ) (HRS) (HRS)
37.05 1.80 332 2.00 0.9000 25 120
0.18 81 110 0.74 0.74
36.88 1.63 250 2.00 0.8125 23 99
0.18 71 90 0.79 1.54
36.70 1.45 179 2.00 0.7250 20 80
0.18 61 72 0.85 2.39
36.53 1.28 118 2.00 0.6375 18 63
0.18 50 56 0.90 3.29
36.35 1.10 68 2.00 0.5500 16 48
0.18 40 42 0.95 4.24
36.18 0.92 28 2.00 0.4625 14 35
0.18 28 30 0.95 5.18
36.00 0.75 0 2.00 0.3750 12 24
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PART C - Basin B
Howard CMI Engineering, LLC 1601 3rd Street South - Suite A St Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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STORMWATER CALCULATIONS
PROJECT NAME: 1573 S. FT HARRISON
April 1 0, 2008
BASIN B
PRE-DEVELOPMENT CONDITIONS
RUNOFF
AREA AREA COEFFICIENT PRODUCT
LAND USE (ac) (sf) "clt CxA
IMPERVIOUS 0.000 0 0.95 0.000
PERVIOUS 0.286 12,458 0.20 0.057
SHELL/GRAVEL (50% C) 0.260 11,326 0.47 0.122
TOTAL 0.546 23,784 0.179
"C" WEIGHTED AVERAGE = 0.33
POST-DEVELOPMENT CONDITIONS
RUNOFF
AREA AREA COEFFICIENT PRODUCT
LAND USE (ac) (sf) "C" CxA
IMPERVIOUS 0.395 17 ,206 0.95 0.375
PERVIOUS 0.105 3,479 0.20 0.021
POND 0.046 1,354 1.00 0.046
TOTAL 0.546 22,039 0.442
"C" WEIGHTED AVERAGE = 0.81
~Q = ~CIA
~C= 0.48141
I (in/hr) 3.6
A (acres) 0.546
~Q= 0.95
TOC (see) 3600
STORAGE VOLUME ~Q X 3600 =
3406.5
CU.FT
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PROJECT: 1573 S. FT HARRISON 10-Apr-08
05:45 PM
FILENAME: Z:\Seifried\Fort Harrison\Drainage\City of Clearwater Drainage Calcs\[STORMI
Stace - Storace Calculations
Elevation Area Area Incremental Cumulative
Volume Volume
(ft NGVD) (sq ft) (acres) (ac-ft) (ac-ft)
32.00 940 0.022 0.000
33.00 1235 0.028 0.025 0.025
34.00 1575 0,036 0.032 0.057
35.00 1955 0.045 0.041 0.098
CONTRIBUTING
AREA (ac) 0.55
DEPTH
OF (in) 0.50
TREATMENT
WATER (cu-ft) 991
QUALITY
VOLUME (ac-ft) 0.023
WATER
QUALITY (ft) 32.91
ELEVATION
25-YR WATER (cu-ft) 3,407
QUANTITY
VOLUME (ac-ft) 0.078
STACKED (cu-ft) 3,407
QUALITY + QUANTITY
VOLUME (ac-ft) 0.078
25-YR WATER
QUANTITY (ft) 34.52
ELEVATION
.. ".. - ..
- .. - .. .. - - - .. .. - -- '.. ~ -
Site Data
Project area =
Rainfall runoff depth -
Required treatment volume =
Underdrain pipe length (4)) =
Underdrain pipe diameter =
Manning's n =
Total bleeddown time =
Pond Volume okay?
Recovery time okay?
Underdrain pipe size okay?
Underdrain invert elevation okay?
ft. - Elevation of the top of water quality treatment volume
ft, - Elevation of the bottom of the treatment volume or the pond
ft. - Underdrain invert elevation
ft. - Distance from bottom (8) to the centerline of the underdrain
Darcy's k (ftlhr)
square feet
square feet
square feet
feet - flow length through the filter media (2' minimum),
acres
inches (OFW ?)
cubic feet
feet
inches
Area of pond at elevation A =
hours Area of pond at elevation 8
Average pond surface area ~ =
Maximum Filter Flow Length
TOT. FILTER FILTER AVG,
WATER HEAD INCR. DER INCR, FLOW HYD. AREA FLOW FLOW INCR. TOTAL
ELEV. (h) HEAD VOL. (V) VOL. LENGTH GRAD. AF= O=kiAF (01+02)/2 TIME TIME
(FT,) (FT.) (FT.) (CU,FT.) (CU.FT.) L (FT.) i = h/lp Lx H (CFH) (CFH) (HRS) (HRS)
37.05 1.80 332 2.00 0.9000 25 120
0,18 81 110 0.74 0.74
36.88 1.63 250 2.00 0.8125 23 99
0.18 71 90 0.79 1.54
36.70 1.45 179 2.00 0,7250 20 80
0.18 61 72 0.85 2.39
36.53 1.28 118 2.00 0.6375 18 63
0.18 50 56 0.90 3.29
36.35 1.10 68 2.00 0,5500 16 48
0,18 40 42 0.95 4.24
36.18 0.92 28 2.00 0.4625 14 35
0.18 28 30 0,95 5.18
36.00 0,75 0 2.00 0.3750 12 24
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APPENDIX
Howard Civ17 Engineering, LLC 16013rd Street South - Suite A St. Petersburg, FL 33701
Office (727) 490-1784 (Fax) 727-490-1787 wvvw.HowardCiviIEngineering.com
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BILlTY TESTING, GEOTECHNICAL EXPLORATION,
NEERING CONSULTATION SERVICES REPORT
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
6 March 2008
prepared for:
Mr. Trevor Howard, P.E.
Howard Civil Engineering, LLC
1601 3rd Street South, Suite A
St. Petersburg, Florida 33701
www.oscworld.net
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4'L~
'lJ!JiCi t:e!fi
'"'''' '" · "~"c!J'"
Mr. Trevor Howard
Howard Civil Engineering, LLC
1601 3rd Street South, Suite A
St. Petersburg, Florida 33701
6 March 2008
Subject:
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
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Dear Mr. Howard:
ASC geosciences, inc. is pleased to submit two (2) originals plus an electronic PDF version
on CD of the In-Field Permeability Testing, Geotechnical Exploration, and Engineering
Consultation Services Report to Howard Civil Engineering, LLC, for the project referenced
above.
It has been a pleasure to work on this project. We look forward to being involved during
the construction phase of the project as well. Please contact us should you have any
questions or require additional information.
Sincerely,
ASC geosciences, inc.
-71J~Ja,~tL VJJV
Prashanth Vaddu, E.1.
Project Engineer
~r-
Jay Saxena, P.E.
Senior Project Manager
Florida Registration No. 54638
I . physical address:
ASC geosciences. inc.
I 6702 Benjamin Road, Suite 100
Tampa, Florida 33615
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. contacts:
phone: 813.908.0630
fax: 813.908.0640
~ww. ascworld. ne!.)
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
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2.0
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3.0
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4.0
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5.0
6.0
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TABLE OF CONTENTS
1.0
INTRODUCTION
1 . 1 Terms of Reference
1.2 Project Description and Background
1.3 Purpose and Scope of Work
FIELD EXPLORATION AND LABORATORY TESTING PROGRAM
2.1 Field Exploration Program
2.1.1 Test Borings
2.2 Laboratory Testing Program
SITE, GROUND-WATER, AND SOIL CONDITIONS
3.1 Site Features
3.2 Estimated Seasonal High Water Levels
3.3 Subsurface Soil Conditions
OBSERVATIONS, CONCLUSIONS, AND RECOMMENDATIONS
4.1 Site Preparation, Fill Placement, and Inspection
4.2 Ground-Water Control
4.3 Pavement Areas
4.3.1 General
4.3.2 Asphalt (Flexible) Pavements
4.3.2.1 Standard Duty versus Heavy Duty
4.3.2.2 Stabilized Subgrade
4.3.2.3 Base Course
4.3.2.4 Wearing Surface
4.3.3 Effects of Ground-Water
4.3.4 Curbing
4.3.5 Construction Traffic
4.4 Pond Areas
CONSTRUCTION CONSIDERATIONS
LIMITATIONS
6.1 General
6.2 Scope of Services
6.3 Changed Conditions
6.4 Reproduction
ASC geosciences, inc.
6 March 2008
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
, 573 South Fort Harrison Avenue
Clearwater. Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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7.0
REFERENCES
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Figure 1
Figure 2
Figure 3
Figure 4
Project Site Location and Vicinity Map
USDA-SCS Soil Survey Map
Project Layout and Test Location Plan
Boring Log Profiles
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APPENDIX A Important Information About Your Geotechnical Engineering Report by ASFE
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater. Pinellas County. Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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1.0 INTRODUCTION
1.1 Terms of Reference
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ASC geosciences, inc. was retained by Howard Civil Engineering, LLC, to provide certain
In-Field Permeability Testing, Geotechnical Exploration, and Engineering consultation
services for the proposed Parking Lot located at 1573 South Fort Harrison Avenue, in
Clearwater, Pinellas County, Florida (hereafter referred to as the "project site"). Refer to
Figure 1 for a Project Site Location and Vicinity Map. These services were performed in
general accordance with ASC Proposal No. 08019L dated 19 February 2008.
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1.2 Project Description and Background
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Based on a review of the information and architectural site plan provided by the Client and
site reconnaissance project details are summarized below:
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~ the project entails construction of two ponds and 43 space parking area;
~ a two-story building exists on the southern portion of the property;
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No additional civil or site details (existing and/or proposed finished elevations) are available
at this time. Upon finalization these items should be forwarded to ASC for further
consultation and review for compliance with the recommendations presented herein.
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Limitations of the work performed for this project, including this report itself, are discussed
in Section 6. O.
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1.3 Purpose and Scope of Work
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The purpose of the In-Field Permeability Testing, Geotechnical Exploration, and Engineering
consultation services completed by ASC for the project site was to describe, in general
terms, soil and ground-water conditions encountered at the site and to evaluate the
subsurface conditions relative to design and construction of ponds and parking areas. To
achieve this purpose, the scope of services included the following elements:
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~ advancing two (2) test borings to a depth of approximately 10.0 ft below
existing ground surface (egs) within the proposed ponds;
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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~ performing five (5) test borings to a depth of approximately 10.0 below
egs within the proposed parking areas;
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~ conducting two (2) falling head permeability tests within the proposed
pond areas;
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~ obtaining representative soil samples from the test borings;
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~ backfilling and/or grouting the boreholes in general accordance with
applicable guidelines;
~ reviewing soil samples and performing laboratory tests on selected
samples to evaluate pertinent engineering characteristics of the soil and
assist in their classification;
~ evaluating generalized boring data as well as ground-water conditions;
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~ compiling the field exploration data, laboratory testing data, and
engineering recommendations in this report; and,
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~ providing two (2) original signed and sealed reports by a registered
engineer of the firm plus an electronic version on CD.
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2.0 FIELD EXPLORATION AND lABORATORY TESTING PROGRAM
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2.1 Field Exploration Program
As discussed in Section 1.3 above, subsurface conditions within the project site were
explored by a total of seven (7) test borings at locations illustrated in Figure 3 (Project
Layout and Test Location Plan). The field exploration program was performed on 25 and
26 February 2008.
2.1.1 Test Borings
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The test borings were advanced by a truck-mounted drill rig using a wet-rotary procedure.
Representative soil samples were obtained using the split-barrel sampling procedure
discussed below. In this procedure, a 2-in. outer-diameter, split-barrel sampler is driven
into the soil by a 140-lb hammer with a free-fall of 30-in. The number of blows required to
drive the sampler through a 12-in. interval is termed the Standard Penetration Resistance,
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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or "N", value, and is indicated for each sample on the boring log. The "N" value may be
taken as an indication of the relative density of granular soils in-situ.
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Samples obtained from the field exploration program and not subject to laboratory testing
have been stored at ASC's laboratory. These samples will be retained as for 60 days from
the date of release of this report.
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2.2
Laboratory Testing Program
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Laboratory tests are generally performed to assist in the classification of soils based on
their mechanical and physical behavior. Based on the results of laboratory tests, an
indication of physical properties for a soil can be determined. Laboratory tests completed
on soil samples retrieved for this project include:
~ eight (8) moisture content determinations;
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~ eight (8) minus #200 sieve tests;
~ four (4) organic content determination tests; and,
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~ visual classification in general accordance with ASTM D 2488.
As noted above, results for each of these laboratory tests are summarized at the respective
sample depths on the boring logs (Figure 4).
3.0 SITE, GROUND-WATER, AND SOIL CONDITIONS
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3.1 Site Features
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The project site is located at 1573 South Fort Harrison Avenue in Clearwater, Pinellas
County, Florida, as illustrated on the Project Site Location and Vicinity Map presented in
Figure 1. The site is a partially vacant lot with scattered trees and a two-storied structure to
the south. The site is bound by a ditch to the north and east, South Fort Harrison Avenue to
the west, and a single-story structure to the south. The eastern portion of the project site is
(approximately 1 .0) at a higher elevation compared to the rest of the property. The site
itself is at a lower elevation (approximately 1.0 ft) than South Fort Harrison Avenue to the
west.
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater. Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
Ase geosciences, inc.
6 March 2008
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3.2 Estimated Seasonal High Water levels
At the time of the field exploration program, ground-water was observed at an approximate
depth of 2.0 to 3.6 ft below egs. Based on information from the USDA-SCS, the surficial
shallow geology of the project site is dominated by Tavares soils and Urban land, 0 to 5
percent slopes (Map Unit "29") (refer to Figure 2 for USDA-SCS Soil Survey Map). The
published Seasonal High Water Level (SHWL) for these soils is approximately 57 in. Based
on the field exploration program ASC estimates the seasonal high water level to be
approximately 42 in. below egs.
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Fluctuation in any ground-water level should be expected due to seasonal climatic changes,
construction activity, development activities, rainfall variations, surface-water runoff, and
other site specific factors. Since ground-water level variations are anticipated, design
drawings and specifications should accommodate such possibilities and construction
planning should be based on the assumption that variations will occur.
3.3 Subsurface Soil Conditions
General subsurface soil conditions at boring locations on the project site are described
below, from the egs to the termination depth of the borings (refer to Figure 3 for Project
Layout and Test Location Plan).
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~ Subsoils generally consist of loose to medium dense silty sand with shell
(SM-SH), underlain by very loose to very dense poorly-graded sand with
silt (SP-SM), and very loose to dense poorly-graded sand (SP) from the
egs to boring termination depths of approximately 10.0 ft below egs.
Detailed descriptions of materials encountered in each of the borings are included in the
boring logs presented in Figure 4.
4.0 OBSERVATIONS, CONCLUSIONS, AND RECOMMENDATIONS
Based on current conditions as well as data obtained during the field exploration and
laboratory testing program for this project, observations and conclusions are presented
below.
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4.1
Site Preparation, Fill Placement, and Inspection
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~ All parking and paved areas, including 5.0-ft outside their limits, should
be stripped, excavated, and undercut of all obstructions, topsoil, and
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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other organic or deleterious materials. In localized areas where
organics/roots or other deleterious materials extend to greater depths,
further excavation and backfilling may become necessary. Fill should not
be placed until the excavated surface has been inspected by an ASC
representative and approved for compaction and placement of structural
backfill operations. Due to the presence of a relatively shallow water
table, some dewatering and/or sump pumping may become necessary
during excavation operations.
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~ All stripped or undercut areas should be proof-rolled with appropriate
compaction equipment for site and soil conditions. This would typically
consist of a vibratory drum type compactor such as Dynapac CA-15 (or
engineer approved alternate) for sandy soils. The moisture content
should be adjusted as necessary to aid compaction efforts.
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~ Care should be taken to avoid damage to any nearby or adjacent structures
while compaction operations are ongoing. Prior to initiating compaction
operations occupants of nearby or adjacent structures should be notified
and the existing conditions of the structures should be documented with
photographs and survey (if deemed necessary). Compaction should cease
if deemed potentially detrimental to nearby or adjacent structures and ASC
should be contacted immediately.
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~ It is recommended a vibratory roller maintain a minimum separation of 35-
ft from existing structures. The existing two-story structure was observed
to be very close to the southern boundary of the proposed parking lot.
ASC recommends that a vibration monitoring device be placed to monitor
the vibrations and avoid any potential damage to the existing structure.
Within this zone use of a track-mounted bulldozer or a vibratory roller
operating in a static mode is recommended.
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~ In any areas observed to be "yielding" or "pumping" during compaction
operations, Localized cuts or trenches may be made to evaluate the
conditions of the soils.
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~ As indicated above, localized unstable areas or areas containing
organics/roots or other deleterious materials discovered during stripping
and compaction may require excavation and backfilling. An ASC
representative should be present during the proof-rolling and compaction
operations.
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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4.2
Ground-Water Control
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Depending on the elevations for the proposed parking and paved areas, excavations to
achieve the required compaction for the soils, as recommended in Section 4.1, may be
below or very close (less than 1.0-ft) to the existing water table. Therefore, dewatering
may be required during construction.
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~ The method of dewatering excavations will depend on several factors,
including localized soil conditions encountered, time of year performed,
size of open excavation, and the length of time the excavation is left
open, to name just a few factors. As a result, it is our opinion that the
contractor not be limited to specific dewatering methods. Rather the
contractor should be able to select the dewatering methods that will
achieve the desired objectives (maintaining a dry condition at the bottom
of excavation during installation of structures and preparation of stable
bearing material, etc.)
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4.3
Pavement Areas
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4.3.1
General
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A rigid or flexible pavement section could be used on this project. Flexible pavement
combines the strength and durability of several layer components to produce an
appropriate and cost-effective combination of available construction materials. Concrete
pavement has the advantage of the ability to "bridge" over isolated soft areas, and it
typically has a longer service life than asphalt pavement. Disadvantages of rigid pavement
include an initial higher cost and more difficult patching of distressed areas than occurs
with flexible pavement. A flexible pavement is considered more efficient. A discussion of
flexible pavements is, therefore, presented below.
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4.3.2 Asphalt (Flexible) Pavements
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4.3.2.1 Standard Duty versus Heavy Duty
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Standard Duty pavement areas are defined as having car and pickup truck loading
conditions. Heavy Duty pavement areas are defined as having delivery, storage, and
garbage truck loading conditions along with service drives.
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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The pavement recommendations detailed below are based upon local experience with
similar pavement conditions to those proposed and upon Florida Department of
Transportation guidelines. Certainly, no detriment will be realized in constructing the
pavements to thicker sections; however, the recommendations provided herein will
produce acceptable, durable pavements at a cost savings.
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The following design assumptions are noted:
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1. The 12-in. of subgrade soils below the base course are compacted to
98 percent of the maximum dry density determined from ASTM D
1557, Test Method for Compaction Characteristics Using Modified
Effort and with a design LBR value of 40 (after stabilization).
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2. A 20 year design life.
3. Terminal serviceability index (Ptl of 2.
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4. Reliability of 85 percent, and total equivalent 18-kip single axle loads
(E1SSAL) of 14,600.
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Based on these assumptions, the following design is recommended for a Standard Duty
asphalt pavement:
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THICKNESS
PAVEMENT LAYER (in.) MINIMUM REQUIREMENTS
Asphalt Wearing Surface 1.5 min. 95% Laboratory Marshall
FDOT Type S-I or S-III Density
Limerock or Crushed 6.0 min. 100% Modified Proctor max dry
Concrete Base Course density, LBR > 100
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Making the same assumptions and with total equivalent 18-kip single axle loads (ElsSAL)
of 51,100, the following design is recommended for a Heavy Duty asphalt pavement:
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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THICKNESS
PAVEMENT LAYER (in.) MINIMUM REQUIREMENTS
Asphalt Wearing Surface 2.0 min. 95% Laboratory Marshall
FOOT Type S-I or S-III Density
Limerock or Crushed 8.0 min. 100% Modified Proctor max dry
Concrete Base Course density, LBR > 100
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For alternate cases when total equivalent 18-kip single axle loads (E18SAL) equal 335,800,
the limerock or crushed concrete base course can be increased to 12-in. from 8-in.
4.3.2.2 Stabilized Subgrade
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It is recommended that subgrade materials be compacted in place according to
requirements detailed in previous sections of this report. For the current project a
minimum of 12-in. of subgrade materials should be stabilized to a minimum Limerock
Bearing Ratio (LBR) of 40 percent as specified by the Florida Department of Transportation
requirements for Type B Stabilized Subgrade, and also be compacted to 98 percent of the
maximum dry density determined from ASTM 0 1557, Test Method for Compaction
Characteristics Using Modified Effort.
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The stabilized subgrade can be imported material such as limerock. If a blend is proposed,
it is recommended that a mix design be performed to find the optimum mix proportions.
The primary function of the stabilized subgrade beneath the base course is to provide a
stable and firm subgrade so that limerock can be properly and uniformly placed.
Depending on the soil type, the subgrade material may have sufficient stability to provide
the needed support without additional stabilizing material. In most cases, sands with a fine
fraction or clay alone may exhibit sufficient stability and may not require any additional
stabilizing material. Conversely, relatively "clean" sands would not provide sufficient
stability in order to adequately construct a limerock base course.
ASC should review the exposed soils to evaluate their suitability and whether additional
stabilization will be required beneath the base course.
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
, 573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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4.3.2.3 Base Course
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It is recommended that the base course consist of limerock or crushed concrete. The base
course should have a minimum LBR of 100 and should be compacted to 100 percent of
the maximum dry density determined from ASTM D 1557, Test Method for Compaction
Characteristics Using Modified Effort.
4.3.2.4 Wearing Surface
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The wearing surface should consist of FDOT Type S asphaltic concrete having a minimum
Marshall stability of 1,500-lbs. Specific requirements for Type S asphaltic concrete
wearing surface are outlined in FDOT specifications.
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After placement and field compaction, the wearing surface should be cored to evaluate the
material thickness as well as to perform laboratory density. Cores should be obtained at a
frequency of at least one core per 3,000 sq ft of placed pavement or a minimum of 2
cores per each day of production.
4.3.3 Effects of Ground-Water
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A critical influence on the performance of pavements in Florida is the relationship between
the pavement subgrade and the SHWL. Many roadways and parking areas exhibit failure
due to the deterioration of the base and base/surface course bond. It is recommended,
therefore, that the pavement subgrade be separated from the SHWL by at least 18-in.
4.3.4 Curbing
Curbing around landscaped areas adjacent to parking lots and driveways should be
constructed with full-depth curb sections. Use of extruded curb sections which lie directly
on top of the finished asphalt level, or eliminating curbing entirely, can allow migration of
surface water and irrigation water from landscape areas to the interface between the
asphalt and base. This migration of water, in turn, often causes separation of the wearing
surface from the base and subsequent rippling and pavement deterioration.
4.3.5 Construction Traffic
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Light duty roadways and incomplete pavement sections will not perform satisfactorily
under construction traffic loadings. It is recommended that construction traffic be re-
routed away from these roadways. Alternately, the pavement section should be designed
for these loading conditions from construction traffic.
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASe Project No. 08T2003
ASe Document No. 080046L
Ase geosciences, inc.
6 March 2008
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4.4 Pond Areas
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Field permeability tests consisting of 2 vertical and 2 horizontal tests were performed
within the proposed pond areas. The tests were performed to assess general in-situ
vertical and horizontal flowrate information. The location of the tests is shown in Figure 3.
The data from the field tests is summarized in the table below.
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Permeability Kh Depth of Kv Depth of
Test Kh Test Kv
Test No. (in/hr) (ft) (in/hr) (ft)
FH-1 0.25 3.0 0.01 2.0
FH-2 0.29 3.0 0.5 2.0
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5.0 CONSTRUCTION CONSIDERATIONS
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Due to ASCs familiarity with the site subsurface conditions, it is recommended that ASC
be retained to provide and perform the engineering and quality control testing services
during the construction phase of the project. The services to be provided by ASC include:
~ monitoring excavations as well as placement and testing of engineered
and compacted fill; and
~ general quality control testing during construction.
A sound geotechnical engineering evaluation does not end with the final design. Design is
an ongoing process throughout construction. Because of ASC's familiarity with the project
site, its condition as related to geotechnical design elements, and the intent of the
engineering design, we are most qualified to address issues during construction as well as
to evaluate problems which may arise during construction.
6.0 LIMITATIONS
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6.1
General
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This geotechnical engineering services report has been prepared solely for the exclusive
use of the Client, Howard Civil Engineering, llC, in accordance with generally accepted
geotechnical engineering standards. No other warranty is expressed nor implied. It should
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater. Pinellas County. Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences. inc.
6 March 2008
I
I
be noted that the information presented in this report addresses only soils and deposits
normally influenced by the proposed construction. Other conditions may exist which were
not detected or were not made known to ASC. No unusual subsurface conditions were
encountered within the exploration depth of the borings.
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For additional reference describing the scope and limitations of this project, please review
the document enclosed in Appendix A entitled Important Information About Your
Geotechnical Engineering Report prepared by the American Society of Foundation
Engineers (AS FE) .
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6.2
Scope of Services
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This report has been prepared to aid in the evaluation of subsurface conditions only at the
locations of test borings illustrated in Figure 3. The scope of services is limited to the
specific project and location described herein, and the description of the project represents
ASC's understanding of significant project aspects related to soil characteristics. In the
event that any changes in the design or location of the structure as outlined in the report
are planned, ASC must be informed so that the changes can be reviewed and the
observation, comments, and conclusions of this report modified or approved in writing.
Any conclusions or recommendations made by others based on the data contained herein
are not the responsibility of ASC, unless we are given the opportunity to review those
conclusions and recommendations.
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6.3
Changed Conditions
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The information submitted in this report is based upon the data obtained from borings
performed at locations indicated in the Project Layout and Test Location Plan and from any
other information discussed in this report. The report does not reflect any variations which
occur between these borings. In the performance of subsurface exploration, specific
information is obtained at specific locations at specific times. However, it is known that
site and subsurface conditions can change with time and under anthropologic influences.
Additionally, variations in soil, rock, and ground-water conditions exist on most sites
between boring locations. The nature and extent of the variations may not become
evident until construction. If variations then appear, it will be necessary to re-evaluate the
recommendations of this report after performing on-site observations during the
construction period and noting the characteristics of any variations.
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It is the responsibility of the Client to see that the recommendations in this report are
brought to the attention of all concerned parties. Because of the possibility of
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Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing, Geotechnical Exploration,
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater, Pinellas County, Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
I
I
unanticipated subsurface conditions occurring, it is recommended that a "changed
condition" clause be provided in contracts with the general contractor and with
subcontractors involved in foundations or earthwork construction. Furthermore, it is
recommended that ASC be retained to review the site preparation and foundation phases
of construction. Otherwise, no responsibility for construction compliance with the design
concepts, plans, specifications, and recommendations presented herein can be assumed.
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6.4
Reproduction
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The reproduction of any portion of this report in plans or other engineering documents
supplied to parties other than the Client or assigned parties must bear the language
indicating that the information contained in the report is for general information only, and
that neither the Client nor ASC are liable to such parties.
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7.0 REFERENCES
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Internet: http://websoilsurvey .nrcs .usda.gov lapp/WebSoilSurvey .asp
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I
Mr. Trevor Howard
Howard Civil Engineering, LLC
In-Field Permeability Testing. Geotechnical Exploration.
and Engineering Consultation Services Report
Proposed Parking Lot
1573 South Fort Harrison Avenue
Clearwater. Pinellas County. Florida
ASC Project No. 08T2003
ASC Document No. 080046L
ASC geosciences, inc.
6 March 2008
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APPENDIX A
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Important Information About Your Geotechnical Engineering Report by ASFE
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Important Information About Your
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eotechnical Engineering Repor
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Geotechnical Services Are Performed for
SpecUic Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the spe-
cific needs of their clients. A geotechnical engineering study con.
ducted for a civil engineer may not fulfill the needs of a construc-
tion contractor or even another civil engineer. Because each geot-
echnical engineering study is unique. each geotechnical engi-
neering report is unique, prepared solely for the client. No one
except you should rely on your geotechnical engineering report
without first conferring with the geotechnical engineer who pre-
pared it. And no one-not even you-should apply the report for
any purpose or project except the one originally contemplated.
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A Geot,chnlcal Engineering Report Is Based on
A Unique Set of ProJect-SpecIfIc Factors
Geotechnical engineers consider a number of unique, project-spe-
cific factors when establishing the scope of a study. Typical factors
include: the client's goals. objectives. and risk management pref.
erences; the general nature of the structure involved. its size, and
configuration; the location of the structure on the site; and other
planned or existing site improvements. such as access roads,
parking lots. and underground utilities. Unless the geotechnical
engineer who conducted the study specifically indicates other-
wise, do not rely on a geotechnical engineering.report that was:
. not prepared for you,
. not prepared for your project,
. not prepared for the specific site explored, or
. completed before important project changes were made.
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Typical changes that can erode the reliability of an existing
geoteChnical engineering report include those that affect:
. the function of the proposed structure, as when
it's changed from a parking garage to an office
building. or from a light industrial plant to a
refrigerated warehouse,
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. elevation, configuration, location, orientation, or
weight of the proposed structure.
. composition of the design team. or
. project ownership.
As a general rule. always inform your geotechnical engineer
of project changes-€ven minor ones-and request an
assessment of their impact. Geotechnical engineers cannot
accept responsibility or liability for problems that occur
because their reports do not consider developments of which
they were not informed.
Subsurface Conditions Can Change
A geotechnical engineering report is based on conditions that
existed at the time the study was performed. Do not rely on a
geotechnical engineering report whose adequacy may have
been affected by: the passage of time; by man-made events.
such as construction on or adjacent to the site; or by natural
events. such as floods, earthquakes. or groundwater fluctua-
tions. Always contact the geotechnical engineer before apply-
ing the report to determine if it is still reliable. A minor amount
of additional testing or analysis could prevent major problems.
Most Geotechnical Andlngs Are
Professional Opinions
Site exploration identifies subsurface conditions only at those
points where subsurface tests are conducted or samples are
taken. Geotechnical engineers review field and laboratory data
and then apply their professional judgment to render an opinion
about subsurface conditions throughout the site. Actual suI>'
surface conditions may differ-sometimes significantly":'-from
those indicated in your report. Retaining the geotechnical engi-
neer who developed your report to provide construction obser.
vation is the most effective method of managing the risks aSSlT
ciated with unanticipated conditions,
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A Reporfs Recommendations Are Not Anal
Do not overrely on the construction recommendations included
in your report. Those recommendations are not final, because
geotechnical engineers develop them principally from judgment
and opinion. Geotechnical engineers can finalize their recom-
mendations only by observing actual subsurface conditions
revealed during construction, The geotechnical engineer who
developed your report cannot assume responsibility or liability for
the report's recommendations if that engineer does not perform
construction observation,
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A Geotechnical Engineering Report Is Subject
To Misinterpretation
Other design team members' misinterpretation of geotechnical
engineering reports has resulted in costly problems. Lower
that risk by having your geotechnical engineer confer with
appropriate members of the design team after submitting the
report. Also retain your geotechnical engineer to review perti-
nent elements of the design team's plans and specifications.
Contractors can also misinterpret a geotechnical engineering
report. Reduce that risk by having your geotechnical engineer
participate in prebid and preconstruction conferences, and by
providing construction observation,
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Do Not Redraw the Engineer's Logs
Geotechnical engineers prepare final boring and testing logs
based upon their interpretation of field logs and laboratory
data. To prevent errors or omissions, the logs included in a
geotechnical engineering report should never be redrawn for
inclusion in architectural or other design drawings, Only photo-
graphic or electronic reproduction is acceptable, but recognize
theIt separating logs from the report can elevate risk,
I
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Give Contractors a Complete
Report and Guidance
Some owners and design professionals mistakenly believe they
can make contractors liable for unanticipated subsurface condi-
tions by limiting what they provide for bid preparation. To help
prevent costly problems, give contractors the complete geotech-
nical engineering report,but preface it with a clearly written let-
ter of transmittal. In that letter, advise contractors that the report
was not prepared for purposes of bid development and that the
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report's accuracy is limited; encourage them to confer with the
geotechnical engineer who prepared the report (a modest fee
may be required) and/or to conduct additional study to obtain
the specific types of information they need or prefer. A prebid
conference can also be valuable. Be sure contractors have suffi-
cient time to perform additional study. Only then might you be in
a position to give contractors the best information available to
you, while requiring them to at least share some of the financial
responsibilities stemming from unanticipated conditions.
Read Responsibility Provisions Closely
Some clients. design professionals, and contractors do not
recognize that geotechnical engineering is far less exact than
other engineering disciplines. This lack of understanding has
created unrealistic expectations that have led to disappoint-
ments, claims, and disputes. To help reduce such risks, geot-
echnical engineers commonly include a variety of explanatory
provisions in their reports. Sometimes labeled "limitations",
many of these proviSions indicate where geotechnical engi-
neers responsibilities begin and end, to help others recognize
their own responsibilities and risks. Read these provisions
closely. Ask questions. Your geotechnical engineer should
respond fully and frankly.
Geoenvlronmental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a
geoenvironmenta/ study differ significantly from those used to
perform a geotechnical study. For that reason, a geotechnical
engineering report does not usually relate any geoenvironmen-
tal findings, conclusions, or recommendations; e.g., about the
likelihood of encountering underground storage tanks or regu-
lated contaminants. Unanticipated environmental problems have
led to numerous project failures. If you have not yet obtained
your own geoenvironmental information. ask your geotechnical
consultant for risk management guidance. Do not rely on an
environmental report prepared for someone else.
Rely on YOII' Geotechnical Engineer for
Additional Assistance
Membership in ASFE exposes geotechnical engineers to a wide
array of risk management techniques that can be of genuine ben-
efit for everyone involved with a construction project. Confer with
your ASFE-member geotechnical engineer for more information.
A5FE PROFESSIONAL
FIRMS P!M.CTICING
IN THE GEOSCIENCES
8811 Colesville Road Suite Gl06 Silver Spring, MD 20910
Telephone: 301-565-2733 Facsimile: 301-589-2017
emall: info@asfe.org www.asfe.org
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Copyright 1998 by ASFE, Inc. Unless ASFE grants wrttten permission to do so. duplication of this document by any means whatsoever is expressly prohibited.
Re-use of the wording in this document, In whole or in part, also is expressly prohibited, and may be done only with the express permission of ASFE or for pufposes
of review or scholarly research.
I
IIGER06983.5M
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OPERATION AND MAINTENANCE INSTRUCTIONS
Stormwater Management Systems should be inspected on a routine basis to ensure that they are
functioning properly. Inspections should be performed on a monthly and semi-annual basis following
major storms. Systems that incorporate percolation are most critical since poor maintenance practices
can soon render them ineffective. Records should be kept on all maintenance operations to help plan
future work and identify facilities requiring attention.
Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result
from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner
often saves costly repair jobs when the unusual storms occur.
Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is
responsible for system maintenance.
A. GENERAL
Normal maintenance requirements are as follows:
a. Retention areas and swales should be mowed at regular intervals. All clippings should be
picked up and any accumulated debris should be removed.
b. Sod should be routinely thatched.
c. The bottom area of dry basins should be periodically broken with a disk to maintain design
percolation rate.
d. Sod cover on slopes and embankments should be inspected and repaired or replaced as
necessary.
e. Periodically, following a storm event, the outfall structure should be inspected to check that
the orifice or weir is not clogged and is flowing at a substantial rate.
f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require
cleaning. All debris found in the pipe should be removed.
g. Inlet structures should be inspected after each storm. All debris accumulated in the sump
or on the grate should be removed.
h. Outlets should be inspected for clogging and erosion.
i. Berms and other structures should be inspected for breaks. Repairs, if necessary, should
be performed immediately.
B. CATCH BASINS
Catch basins should be inspected after major storms and should be cleaned as often as needed.
Various techniques and equipment are available for maintenance of catch basins. Filter bags can
be used in catch basins at street grade to reduce the frequency of cleaning catch basins and
outfall pipes.
C. LITTORAL ZONES (For Wet Detention Systems)
The littoral shelf shall be maintained as follows:
Howard Civil Engineering, LLC 1601 3rd Street South - Suite A St Petersburg, FL 33701
OffIce (127) 490-1784 (Fax) 727-490-1787 www.HowardCiviIEngineering.com
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1. Wetland topsoil, containing a suitable seed source, shall be spread over the littoral zone
from the control elevation out to the waterward extent of the shelf, with a minimum
thickness of four inches.
2. Littoral vegetation will become established via natural recruitment.
3. All desirable vegetation that becomes established in the littoral area must be maintained.
4. Nuisance/invasive exotic species (e.g., cattails) should be removed periodically.
The owner should consult the water management district prior to undertaking this activity.
D. UNDERDRAINS AND EFFLUENT FILTERS
Underdrains and effluent filtration systems should be periodically inspected to assure that they are
functioning as designed. Failure to effectively maintain these systems will result in insufficient
drawclown of detained stonnwater runoff after rainfall events. The filter media should be routinely
inspected for accumulation of excess debris and silt. Debris should be removed immediately
following stonn events.
Effluent filters are designed such that all detained runoff should discharge from the basin within a
36-hour period. ObseNations should be made periodically to verify that the filter is passing the
runoff within the design time frame. Runoff remaining in the basin longer than 72 hours is
indicative of a clogged or silt laden filter. Should this event occur, the filter should be thoroughly
backwashed with clean waterto remove silt and other fines from the media. If backwashing does
not remedy the situation, the media may need to be replaced. The owner should retain a qualified
contractor and should consult with the engineer prior to replacing filter media.
E. DRY BOTTOM RETENTION SYSTEM
The retention area must become dry within 72 hours after a rainfall event. If the retention area is
regularly wet, it is out of compliance with the pennitted design, and the pond bottom must be
scarified, or the bottom foot or so replaced with clean sands, to ensure that the pennitted
percolation rate is maintained..
F. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE
Various types of equipment are commercially available for maintenance of stonnwater
management systems. The most frequently used equipment and techniques are listed below:
Vacuum Pump
This device is nonnally used to remove.sediment from sumps and pipes. The equipment for this
system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3)
holding tank and a vacuum pump that has a 1D-inch (254 mm) diameter flexible hose with a
serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5
to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits.
Normal working depth is 0 to 20 feet (0 to 6 m).
Water Jet Spray
This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200
to 300 gallon (0.760 to 1.140 m ^3) wat~r supply. A 3-inch (76 mm) flexible hose line with a metal
nozzle directs jets of water to loosen debris in pipes or trenches. Nonnal length of hose is
approximately 200 feet (61 m). This system should not be used to clean erodible trench walls.
Howard CMJ Engineering, LLC 1601 3rd Street South - Suite A St Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 WNW.HowardCiviIEngineering.com
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Fire Hose FlushinQ
This equipment consists of various fittings that can be placed on the end of a fire hose such as
rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be
effective in removing light material from walls.
Sewer Jet Flusher
Sewer jet f1ushers are usually truck-mounted and consists of a large water tank of at least 1000
gallons (3.785 m ^3), a triple action water pump capable of producing 1000 psi (6900 kN/m^2) or
more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of
1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose
reel. In order to clean pipes property, a minimum nozzle pressure of 600 psi (4140 kN/m ^2) is
required. All material is flushed ahead of the nozzle by spray action. This extremely mobile
machine can be used for cleaning areas with light grease problems, sand and gravel infiltration,
and for general cleaning.
References
Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the
Environment, Ontario, Canada, March 1974.
Smith, T.W., Peter, RR, Smith, RE., Shirtey, E.C., "Infiltration Drainage of Highway Surface Wate~',
Transportation Laboratory, Califomia Department of Transportation, Research Report M & R 632820-1,
August, 1969.
Howard CivU Engineering, LLC 1601 3rd Street South - Suite A St. Petersburg, FL 33701
Office (127) 490-1784 (Fax) 727-490-1787 www.HowardCivilEngineering.com
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SCALE: 1" = 50'
PROJECT NO.:
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DATE: 2008-04-10
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CONSTANT 15' VEGETATIVE BUFFER:
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_ Land Development Civil Engineers
1601 3rd St. S. Ste A. St. Petersburg, FL 33701
_ Phone: (727) 490-1784 Fax: (727) 490-1787
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. THE DAAWINe5. DESI6N ARE VALID FOR 12 MONTHS FROM DATE
OF BEINe SEALED.
TO T14E eEST OF T14E KNOWLEDGE OF T14E ARCI-IITECTS OR
OOINEERS, SAID PLANS AND SPECIFICATIONS cct1PL Y WITI-I TI-IE
APPLICA6LE MINIMltI euILDI~ CODES AND T14E APPLICABLE
MINIMltI FIRE SAFETY STANDARDS.
ALL DIMENSIONS tIND JOB CONDITIONS SI-IALL eE VERIFIED BY TI-IE
CONTRACTOR. ANY tIND Al.L DISCREPANCIES SI-IALl. eE REPORTED
TO T14E ARC14ITECT PRIOR TO COMMENCEMENT OF CONST~TION.
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1573 FORT HARRISON OFFICE
COMPREHENSIVE INFILL REDEVELOPMENT PROJECT
1573 S. Fort Harrison Ave.
Clearwater, Florida 33756
SECTION 21, TOWNSHIP 29 SOUTH. RANGE 15 EAST
SHEET INDEX
C-1 COVER SHEET
C-2 GENERAL NOTES AND SPECIACATIONS
C-3 SITE PLAN
C-4 PAVING ,GRADING AND DRAINAGE PLAN
C-5 UTlUTY PlAN
C-6 LANDSCAPE PLAN
C-7 DETAIL SHEET
c-a DETAIL SHEET
C-9 DETAIL SHEET
C-10 DETAIL SHEET
S SURVEY
PROFESSIONAL TEAMS
CIVIL ENGINEER
Howard Civil Engineering, LLC
16013rdStreetS..SUiteA
SI. Petersburg, FL 33701
Offfice (727) 490-1784
Fax (727) 490-1787
ARCHITECT
Fraze Design
Contact: Frank Fraze, t-JA
1750 Central Avenue
81. Petersburg, Fl. 33712
Office (727) - 328-3008
Fax (727) - 328-3809
SURVEYOR
John Brendla & Associates. Inc.
8015 8200 Avenue North
Pinellas Park, FL. 33781
Office (727) 578-7546
Fax (727) 577-9932
SWOIlKlNGOAVS
~--\_-'--.,{\ BEFORE YOU DIG CAll
_. \ SUNSHINE STATE ONE
.,. \ CAlL OF FLORIDA
~) 1~~
Aerial Map
Owner:
1573 L.L.C.
6985 1 st Avenue North
St. Petersburg, Florida 33710
(727) 347-3333
TH!:loc,o.'OONSOf'~WT1OfG~tmUl1ES__
!lHCI'H!<"'~""""""'''''Tl WAYOM.-V AHIl....'IlEOIOTeaN
~VvEfllAEDBY.,HE~..OAITS_sa<TA1M!
T><!'C<lHll\oOCTOflsw.u.oo~_ EllAClWCA1lCNOI'.......
ElIIS"1W3ur"-"la;IlEI'tlAe~YlOfto(,ND.orGIlS!em
~~~:::!i=-
SITE DATA
PROPERTY tNfO:
~AACf:l NUMBER: 21/29115/00000/440/2000
TOTAL PROJECT AREA: 0.96 ACRES (42,000 S.F)
ZONING:
-~COMMERCIAL
FUTURE lAND USE:
CG - COMMERCIAl GENERAL
EXISTING USE:
--------wAREHOUSE (VACANT)
PROPOSED USE:
-PROFESSIONAL OFFICE AND MEDICAL CUNICS
BUILDING HEIGHT:
EXISTING: 25 FEET
PROPOSED: 26.33 FEET
FLOOD ZONE:
---FEMA PANEL 12103C010llH
DATED MAY 11,2005
ZONE X
!JlIUCT!'.!!!;J1!J!!1JaS.!.:
FRONT (FT HARRISON AVE)
FRONT (FT HARRISON AVE)
REAR (EAST)
SIDE (NORTH)
SIDE (SOUTH)
SIDE (SOUTH)
PROPOSED BUILDING:
10,1153 SQUARE FEET TOTAl (2 STORY)
1st FLOOR"" 5,570S.f
2nd FlOOR '" 5.283 S.F.
FLOOR AREA RATIO:
-- AlLOWED: 0.5.5
PROPOSED: 0.26
IMPEfMOUS AREA RATtO:
ALlOWED: 0.95
PROPOSED: 0.54
PARKING:
-~UIl'lEO
4 SPACES PER 1,000 SF ~ II SPACES (10.85311000.4=43.4)
PROPOSED: 44 SPACES
INCLUDES 2 HANDICAP SPACES
EX1STING AREA BR~
VEHICLE USE AREA
BUILDING
OPEN GREEN SPACE
SIDEWALK/CONCRETE
TOTAL COYERAGE
~_~-1~_
o
5,795
35,832
373
4"2:-000
PROPOSED AREA BREAKDOWN:
.-AREA (S.F.)
14,698
6,203
2,_
16,458
~
42,000
VEHICLE USE AREA
BUILDING
STORItNATER PONDS
OPEN GREEN SPACE
SIDEWALK
TOTAL COYERAGE
SrT!'~T"T.ulLEf,y.xis."II,~._~~."'~iMn:
la-Jd_inlOqU____
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N....... gl PROroSfD d-.g """"
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nu_cl*IWvd""""""
T....""__.~olIptn-.d""riilUtpI!teIl&~
_ "'~In_tool"_lBgeoltleP*'<ed_<:u..r_ OSFO.Q'Il.
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REQUIREO
~~
25 FT.
20 FT.
20 FT.
10 FT.
10 FT.
"I; OF SITE
-~
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85.3"1;
0.9%
1~
.... Of SITE
~
14.811I
7.1....
39.2%
3.9%
100.0%
PROPOSEO
"13.'"'6Ff.
15 FT.
10 FT.
20.67 FT.
S FT.
10 FT.
{EXIST. BUILOING)
(PROP. PAVEMENT)
(PROP. PAVEMENT)
{PROf'. PAVE~ENT)
(EXIST. BUILDING)
(PROP. PAVEMENT)
14,~Sf~JI'lb
o
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C-1
GENERAL CONSTRUCTION NOTES
I lOCATIONS. EtPIAllONS. >><0 DIME'NSlONSOf EXISTING UTlI.ffiES, STRUCNRES. AND OTliER
FEATURES AAE SHOWN ACCOfDNGTO INFORMAT\()ll AVAI..A8lE ATn-tEl1ME OF PftEPARATlON
OF lMESE PI..ANS. lME c::orm\o\CTORSHAU, VERIPi THE1.OCAllONS. ELEVATIONS, HID
DIMENSIONS OF ALL l'J(lSTlHG IJTll.ITlES, SUlUCTURES AND OTHER FEATURES AFFECTING iHIS
WOFIKPfOOFlTOCClNlI'mUCTlON
~ THE CClNTFL'.CTOR SHAlL CHecK F\.ANS AND f1El..D CONDITIONS FOR COHFUCTS AND
DISCREPANCIES PRIOR TO OONSTl'IVCTION. THE CONTIIACTOA SHAlL NOTlF'f TI-IE c:r.NNEFl'S
ENGINEER Of AH1 CONFlICT BEFORE PE:RfORMING ANY WORK IN"THE AFFEC"ID) AREA.
3 THE CONmACfOA IS RESPONSJ8l.E FOR FlEPNfIINa IIH'f OJ\MAGE TO EJOSTlWG FACIUTlES
A8CM.'OFIaaOWGRClllND,THATM"YOCClflASARESULTOFTHE\IlOA!(PERFOAMED BY
""""""""'"
4. IT IS THE COHmACTOFl'S AE$PONS/8IUTY TO BECOME FAN/L.lAR WITH THE PeWIT AHO
INSf'ECTlOH REautREMEHlS OF THE VAAlOU5 OOVERMIEHTAL AGENCIES, lME
CON"flW:T()fl SHALl O8TAIN AlL N€Ces.SARV PERMIlS PflIOA TO CONSTRUCTION, AND
SCHEDUl.E INSPECT1C>>tS ACCOADlNG TO AG9ICY lNSTfII.J{;T\ON.
ALL SPEClFICAlIONSAHO ooout.IENTS REFERRED TO SHALt. BE Of'LATESTREVISIONS
AHOiORLATaITaxTlON
8 AU. WCflK PEAl'OflMEl) S1-W.l COMPL" WITH THE REGUlATIONS AND QRDlHNlCES OF mE
VAFUCKJS GQVEAIIIMENTAL AGENCIES HAVING.ulISOIC1lON O'o1::R THE WORI(.lNCUDlNG
"""""""
CONTRACTOR SHAlL SUBMIT FOR REVIEW TO THE OWNEFI'S ENOlNEEA SHoOP OfIAWlHGS ON
AU. Pf'IECAST AND IoIANUfACT1JAED ITEMS TO BE U$I'Il ON THlSSlTE FAIUJAE TO OBTAl"l
APPIlOVAl BEFORE INSTAU.AllON MAY RESULT IN REMOVAL AND REPLACEMENT AT
CClN1lW:T0R'S EXPENSE. eNGINEERS APPROVAL Of A SHOP ORAWING lXlE8 NOT REUEVE
CClN'I1V\CTOR'S RESPONSlBIUT'l' FOR PERFOFIMAHC;l;: OF THE ITEM
8 WORKPERFOAMEOUNOEFll1-ll9COf1tfRACTSl-tAU.INTERFfltCESMOOTHtVv.lTHOll-\ER
WORK BEING PEFlFORNED ON SITE 8\' alliER CONTRACTOtIS AND UllUTV COMf'AMES. IT
WlU BE NECeSSAR\' FORTHE CONTRACTOR TO~TEAND SCIimUlEHIS
ACTMTlE.S, WHERE NeCESSAAV wml OTHER CONTRACTOR'S AND UTlUT't' COMP.'1N1E8
9. BACKFlLLMATERlALSl-W.L9ESOUDlYTAMPEDANDCOMPACTEDTOAFIRMNESS EOlIIIL TO
THATOFTHESOlLAOJ.OoCENTTOlliETRaK::l-iAAOUNDPlPESlNf!f'LAVERSUPTOAN
lJNOISTUR8EO lEVEL OF AT LEAST l' ABOVE THE TOP OFiHE PIPE. IN AREAS TO BE PAIJf.O,
BACKFILL SHALL IlE COMPAClEl TO 1~'fb'" MAlQMUM OENSITV I>S oe-TEAMINEO BY
AASHTO T-GO.
10. CONCRETE SHALLHAVE A COMfIAESSlVESTMENGTH OF ATI.EA$T 3,DOOP.S.I.1N 2601\.VS.
lJNl.ESll OTHERWISe NOTED, SPECIFIED OR REQU\REt)
11 RElHFOFICIOOSHAUBE81l.LETmEllWlSCONFOFIMlNGTOAS1J,lNl15GFWll:::o6OOR
"""'"
12. i:=~Sl-lAU.PlACEAI'DEEPCONTl\ACT1ONJOlNTEVERV4"N
13. SIOEWH..K CONSTRUCTION SHAll. BE FLUSH WITH PAVEMENT WHERE THEY ARE AOJI\CENT
OR MEET, IN.ESS OTHERWISE SHOWN
14. MATEFIlAlSANOCClNSTRl.lCTJClMETHODElFQRSTIEETSANOSTCfIMDRAlNAOe
C<lHS1l'U::11ON Srwl.BE IN ACCOfmANCE wrrn ll-IE LOCALflEGULATORV AGENCY ANtI
Tl-iE FlOFUDADEPNll1.ENTOF TRANSPOffTA1lON STAHONlO 9PEClACATlONS FQFlIlOAD
=~~,1_,ORLATESTRE\IISlONTHEAECFMoI08~EHTAl
15. AU.PlPE NOTED ONlHE PlANS AS ACPSl-VU. BE FIEINFOHCED CONCAETEPlPE. ClASS UI
Willi RU8BER GASKET JOINTS
1$. REPAlR-'NOFlEP\..IICEMENTOfAU.PlWATEAMJPUBUCPROPelTVAFFECTEOBYTHIS
WOfll(SHAU.IlEIlESTOAEDTOACONOITlONE.'OUAlTOORllt:n'EfITI-WlEXlSTl~
CONOITlONS 8Ef'OFlE COMMENCING CONSTFlUCllON WORK UNLESS Sl'f!C1ACALL Y
EXENPTEDBYlMEPl..AN$. AD(lI'f't()tW.COSTSAAEINClDENTAi. TOOlliERCONSTRUCTlON
AND NO EXll'IACOMPENSA11OH Will BE AU.OWED.
17. ClASS'8"TYPelBEDOlNGSHALL6EUSEDUNLESSItI:llCATED01liEflWISEONTHE
ORAWlNBS, OR BV THE ENGINEER
II. SOIi.SENQIHEEflTOstPPl"THEOESlGNENGINEERWlTliAPHOTOOOf'YOfALl.COMf'ACnON
n:STS, .o8PHAlTRESULTS. NODCONCRETE FIESUlT.S THESOIlAfNGItEER IS TO CEATIFV TO
TI-lE DESlONENGINEallHlMlmNGTHAT AU. TESTlNG.REClt.IIREMENTSREClUIREtlBYlHElcx;:Al
REGUlATORY AGaK:'V AHOTl1E FlORIDAOEPAl'mlEHTOFTRANSPOATArKlfII (FOOT) FOR
THE IMPflO','EMEHTS /IS REOUIAED BY THE EWGlHEERlNO CONSTRUCTIl:lH ORAWINQS FOR
THE" 0N-SfTt HAVE eEEN SATlSAEO
1 i. CON1llACTOR SHAlllEVIEW SOIL REPORTS AND 9ClFtHGS Pf\lOR TO 8lOOlOO THE PHQJECT
AND COMMENCING COHSTRUCTlON
211 IRRIGATIOO S'fSTEIol SHALl.. HAIlE COlOR CODEO PIPING AND lABElING ON THE PIPE TO
ENSlIflf DlR'EREtmATIOH AlQU POTAIlLE WATER PIPING
21 ATlEAST3'M')RI(INGDAVSPl\lOFlTOCONSTRUCTlONiHECONllIACTOOSHALLNOTIfVTHE
ENGI,..EER HID APPROPRIATE AGENCIES ANOSUPPlY ntEM WITl1 ALl. REQUIRED SHOP
ORAWlOOS. THE CONTRACTOA'S "-""E, STARTlNGDA~ PROJECTED SCHEOUl.E. ANa OTHER
INFORWATIClNAB REOUlREO. ANfWOlll( PERFORMED PRIOR TO NOTIFVlNGTHE ENGINEER OR
WITHOUT AQEf'/CY INSPECTOR PRESENT MAY BE SlJ8.E.CT TO REMOVAl.AHO REI'lJ\CEUENT AT
THE CClNTRACTClf\'S EXPENSE. 2:l. OMIEflSPEClFlCSPEClflCATIONSTOBEF'fKMOEDTO
""""""""'''"''''''''''''''''
RECORD DRAWINGS
THE GONTR~BE RESI'ONSIBt.E FQRRECOAOINQ INFOAMATlONON A SET
OFTHEAf'PRO\IRl~~ENT\.YWlTH~PAOOAES:SWITl-llH
TWO WEEKS FClll..OWIMG ANAL INSPECTION TllE COHTflACTOR SHAU. SUBMIT ONE 8fT
OF FEClO'lO OIIAWINGS TO THE ENGlNEEFI OF RECORO THE AHAl AECOAO DRAWINGS
~~=~~~~ACnw.CONSTIlUC1lON
2. DFlAWINI3IlSHAUSHOWACTUAllOCATIOHOF.lrU.unuTlES,ANOREl.ATED
APl'UATENNiCES, 80TH ABOVE AND BB.OW GAOUND. ALl. CHANOES TO
PlPItiG lOC,.I.:nowlNClllOltfG I-1OftlZONTAll VBmCAllOCATlotCS OF
UTILITlES&~SHALlBEClEARl.YSHC7NNANDREFEAENCED
TO PERMANEHT SURFACE IMPROVEMENTS. OIlAWl~ SHAll ALSO SHOW
AC'T\JAl.INSTAlJ.6)PlPl;MATERlAL.ETC.
3 0IIAVt1NGS SHAll ClEARl. Y SHCPN AU. FlElO CHANGES OF DIMENSION AND
DETNlINCUJOlNG CHANGES MADE &IV FIElD 0ft0Efl OR BY CHANGE ORDER
4 OIIA'MNGS SHAll Ct.EARL Y SHaN ALl. DETAILS MOT ON 0RIGlHAl CONTRACT
DRAWINGS BUT CONSTllUCTED IN THE FIElD. AlL EClUlPMENT NM"J PIPING
Aa.OCATION8HALlBECl.EMllY~
5 lOCATIONS OF All MANHOlES, HVOFlNlTS. VAlVES, oltVAlVE80llESSHAlLBE
,><OWN
t'I THE COHTHACTUA SHAll PROVIDE CEATlFlED AlHlW-T DRAWINGS, S/GNIED
ANOSEAlEDBVAPFlClFESSIONALLN<<lSlJRVE'fOFl, ll-lI:I>S-8UlLTDRAv.wG$
SHALL SHOW FINAl GAAOES AHO LOCATIONS OF AU l1T1UTJES!NCl.UOlNG
SANITARY SEWERClEAN OUT IN'It:RTS, WATER UHf LOCATIONS, STORM
SEWER STRUCTURE LOCATIONS, lJRATE ELEVATIONS. lNVEFrrS. AND POND
DETAILS (JNCUJOfNG ToP OF eAN!(AND BOTTOM DIMENSIONS AND
ELEVATlONS). OUTFALl. 8TI'lUCTURf OETAIlS (IHClUOlNG GRATE, WEIR,
0AlACE AND SKIMMER 0/MEN6ICHS >>to 8.EVAT1ON9). THE CONTAACTOR
SHAlL I'fIO'JIDE TeN COf'IES OF THE CERTlfIED AS-BUIlT ORAWlNGS TO ~E
,~
3 WOfOONO DAYS
it~'---Cl BEFORE YOU DIG CALL
~ - \ SU~~~ ~~:O~E
\ l-lJOO.432.4no
FOIlfloliLOCA-""'OI'
~~
THE~Tli'JNSOl'~Lo<DEA3IlIOlMDU11..ITJEll_
$H(llIOOj..Nl_n;_VON.VNfDl-WJE..oTBEEN
~Y~f1'/lJ€~ORlTllfll!l'lllEliENfATMiio
'rnElXlH"Il'lACTORliWIU.OElBlMiNEl>EDJoCTLOC.O.TIOHOI'AlL
E>>lmHGVtunesllEfORE~__NlD_m
!lEFUUV~f'QR/oNYANDAlL~\fMCI<iIlIIlHT
llE~BY~otV<IJW;1Ofl$"IIUIFI!TOE1lACl\.V
LOCA1EI\NI_mvl\Nl.......~<I!"l.ftfi
STANDAR...Q.UTIUTV NO~
CHAPTER 77-153 OF THE FlORIDA STAnnt:s REOUIRES THAT AN EXCAVATOR NOTIFY AU. GAS
\,IT\UllESAMlNlMUMOFTWOWOflKINGOAVSPRlOATOEXCAVATIMG. MAPSSHOWOtUTHE
AI'PfK)XIMATE lOCATION OF GAS MAINS AND 00 MOT SHOW S8MCE lINES, THE eN.." SAFE
AND PftClf'ER WAY TO lOCATe EITHER MAINS OR SERVICE UNES IS BY AN QH.SfTE INSPECllON
BY lliE RESPECTIVE GAS PERSONNEL THEREFORE, EXCAVATORS ARE INSTRUCTED TO
TEI.S'l1ClNE THE FlESPECTIVE GAS COIItPAHYlWO WORKING DAYS BEFORE ENTERING A
-"""""".....
2. ~=~co:.:::;:tPlACE,TESTEOANDINSPECTEDI>SAEOOAEDPftIOR
3. TI-lECONTf'IACTORSHAlLEXEROSEEX1lIE\IECAUTIONINAREASOF8UFIlEDUTtUTIESANO
SIiA\.1.~ATLEAST48HOURl1NOT1CETOTHf:VARlOUSl1TIUTYCOMPANlESINOfIDERTO
PERWrMAAKING THE LOCATIONS OF EXlSTlOO UNOEFIGAOlJND l/TIUT1ES lH AtNANCE OF
CON8TRUCT1ON. BY CAl.lJMll FlOAIDA$UNSI-{lNESTATE ONE CAll. CENTER OF FlOlllOA, INC, AT
1-8lG-<I32-411ll. IT IS THE C\JNTAACT(lfl1: AESPONS/fIUTY TO NOTIfY"SUNSHlHE' FORTY-aGHT
(4811-lOlJlS PRIOR TO IoN>( ClENING OF CONSTRI.ICTION TO IDENTIFY All UTIUT'i lOCATIONS
IT 18 THE CONTfIACTOR'S AE8I'ON8ISIUTY TO NOTWV ALl UT1UTY C(lNP.tHIES TO OISCONNECT
OR REMOVE THEIR FACIUTlES PAIOfl TO ABolOVlNO OR 0EM0lISl-10ING >>l'I EXlElTtHl3
STRUCTUPf:S FAOM TliE BrTE. AllIJTlU11ES 1"lClIJOlH(j, 9IJT NOT NECESSAl'lILY UMlTED TO,
THE FCll.l.CllMNGSHOULD BE CONTAClBl BYrnE CONTJIACTOR
~ ~lEPHONE
3, WATEA
4. POWER
. om"""
S.crrv~ISTATETRAFFlCSIGNAl..UTILm'(FI8ER.HAADWIREmAfFlCSIGHAI.
"""""""'CD
5 THElOCATIONOFAU.EXIS1lM3UTlUTlESSl-lOWNONTI1EPlANSHAVEilEENOETERMINED
FROM THE BEST INFORMATlON AVAllASlE. THE ENGItEEFI ASS\UES NQRESPONSll!lUlYFOR
rrsACCl.l'lACV,rTSHAU.9ElHE~RE8f'ONSIllIUTYTONOl1FYTHEVNllOUS
UTIUT'l' 0WNf:RS AND TO MAKE THE NECESSNl'\' NlRANGEMENTS FOR Am Aa.OCATlONS Cfl
REMOYAUi IM1l-I THE OWHE~ OF THE UTlUN. THE COl'lffiACTOIl SHAtLEXEFlClSE CJlUrlOH
WHEN CROSSING f>HV UNOERGAOONO UTIl1T'f, WHETHER SHOWN OH THE PLAHS OR l.OC.\TED
BY THE UI1UTY rxMf>ANY, THE OOWT1'lActuR SHALl. CHECK PlANS AND fiElD CONDI11ONS FOR
COHFllClS AHO DlSCREf>olHC/ES PI'lIOFl TO CONSTRI,X;TIOH, mE CONTRACTOR Sl-WL NOTIFY
THE 0WNfJl'S EtfGIWEER OF ANY CONFUCT ElEFORE I'EFIfORMlMG Nf'I WOflI( IN THE AFFECTED
-
SAfETY NOTES
DOflNG THE CONSlllUCTlON AND/OR MAlHTENAHCE OF THIS PROJECT. THE (;()PfffiACl"OO
SHALL COUPlYWlll'IREGULATlONS. THECONTl'l,f.CTORORHI$REPl'lESENTATlVESHAUllE
RESPONSIBLE FOR THE CON1llOt. AND SAA:T'( OF THE TAAYEUNG PIJIlUC AND THE SAI'ETV
OFITSPEflllONNa lAllOA8AFE1YAEGlAATIONSSHI.L1.BEASSETFORlHBYOSHAI,..THE
FEOEAALAE~OFTHEOEPARTMt:NTOFlJilOA
2, THE MlHlMUhI STIlNOAAOS M SET FORTH IN lHE CU'lRENT EOI~ OF THE STATE OF
FlORIDA, Mf.NUAlOW llW'FIC CONTAOlANDSN'e PAACTICES FORSlJ:lEET ANOHlGt-IWAY
CONSTAlICTlOH, ......NTEtWtCEANO UTlUn'QPERAllONS StW..lBE FOl1.OWED IN THE
OESlGNAPf'UCATlOH,INSTALLATlON,IIWNTENANCE,ANOREMOVIILOFALL 1lW'AC
CONll'IOlDEVlCES, WAANlMGOEVICES. ANOElAARIMS ~CESSNIY TOPftOTECTTHE PUBl.tC
AND WOFIl<EflS R'lOM HAZAROS Wf11iIN THE J'ftO.ECT 1.lMITa.
3.. AlLTFloVFlCC(llIlmOl~,I'I..AGG6lS.ANDDE'o'ICa>SkAUCONF-OFIMTOTHE
PROWIIONS sn FORTH IN THE MANUAL ON lMFOFIM 11'lAFFIC CI:lKmOl OEVIC€S PREPARED
BVTHE U.S. OEPARNENTOF TRANSf'ORTATlON FEDEAAlHlOHWAY ADMINlSTRATlON
IT SHAll BE THE sou AESPONS/IlIUTY OF 1ME CONTRACTOO TO COMf'I." wmf AND
ENFOI'l!CE AlLAPPUCABlE SAFETl" REGlA.ATlONS. THE ABOVE INFORMATION HAS BEEN
PACMOED FORTl-E CONTRACTOA'S lNFOAMATlONONLY ANOOOESI'tOT lMPl.YTHATTHE
OWNER OR ENGINEER \W.l INSPECT AND.'OR ENfORCE s.\FET'l' REGOlATlONS
PAVING AND GFlAOING NOTES
1 AlLoaETE:AlOUS MATERIAl. Q.E., MtJCK,PEAT,1lURIED0EBRl8)ISTOIlEEJlCAVATE01N
A.CCOIlDAtICE WlTHTHESE PlANS OR AS OlfIECTEO BY THE ~'S ENGINEEROA OWNER'S
SOIL TESTING COMPANY. DElETERIOUS MATERIAl IS TO BE STOCKPIlED OR REMO'v'EOFI'lOM
THESffE/lSOIftECTEOBVTHEOol/NEJl. EllCAVATEOAREASAFlETOBE&.CIlJ'lu.ED'MTH
APPfIOVEO .....TEAlALSMlD COMPACTW/IS SHClWN ON THESE PlANS
2. lliE CONTRACfOO SHAU.8E RESPONSIBlE FOR PROTECTING EXCAVATIONS AC.WNST
COllAPSE AND SHALl PROVl0E8RAClOO, SHEET1Nl3 OR SHIJRIt<<J I>S NECESSARY.
TflENCHESSHAU. BE KEl'TDfilYWHI.I..l: PIPE AND APPURTENANCes ARE BEING PlACED
OEWATERlt.lGSHAlLeE useOAS ftEOUFIED. AND PERMITTEOTHFIOUGH lOCAL
GOVERNMENTAl AGEJlIQES ANO WATeR MANAGEMENT OlSllICT PeR ClJI'lFIEm REGtA.ATlONS
II PIIOF'OSE.D SPOT ElEVATIONS AEPRESEHT RNIllHEO PAVEMENT OR GAOI.N) SURFACE
GAADE UHtE$S OTHEFIWlBE NOTED ON DRAWINGS
4 REFER TO THE LATEST EDITION OF FOOT "ffONNIAY AND Tl'IAFFlC DESIGN STAHOAROS' FOFl
DETAILS AND Sf'ECIACATION8 OF AU. FOOT TYPE CUMlNGANO GUTTERS CAUED FOFI ON
'"'" ......
5 IT MA"BE NECESSARY TO FlELDA0JU8TP.lN9ENTELEVAT1ONl! TO PRESEMVE n-E AOOT
SYSTEMSOF1J'IEESSHOWNTOBESAVEO. OOHl1'tACTORTOCOOFlOlftlATEWITH~
ENGINEER PRlOFl TO IIH'f ElEVATION CHANGES
6 ==~~~~a.:e~~~~.ISTOSl8IITA
=~~~":~ANSIONJOINTMATEfllALWfTHSEALER AT
a AlL PAVEAilENT w.RIONGS SHAll BE MADE WITH PElltMI'fEtfT TI-lEIIMOPLASTlC AND SHAll
COHFOIlWTOFOOTSTANOAAOINOEXNO.17346,SHEETSl-7. PAAlONGSTALLSmtJ>lNGTO
BE 4'WlDE PAINTED STRIPES. ON-SITE STAlf"E COlOR SH.-uBE WHITE EXCEPT AS SHOWN
ON THE ENGINEEfllNO 1'lANS. PAfIlONG STAll8mlPINGSHAU. BE COW'ATl8LEWfll-l THE
=~~~~LT)N<lDSPEaFM;ATJ(lte;SHAlL8ESU8MITTEOTOTHE
9. COH1I'IACTORSHAI.1.TRIM.TACK.ANOW.TCl-IEXlST\NOPAVBEHTATl~TJONSWHffiE
NEW f'''\lEMENT t,IEET$ EXISTING PAVEMENT.
10. COKTAACTOR SHAlLINSTAU..$TOflN PlPlNGANDCUlVERTS INACCOROAHCE WITH fOOT
INDEX205ANDP\..I,Cl: EltTFIA B.oBE MATERIAl. WHENTHE OIiSTNKlE BElWEEN mE
i:m ElEVATION AND TIiE TQPOF THE PIPE OR BEU ISlESSlHAN TWELVE (121
11 THECQNTFt.l\CTORISR!:Sf'ONSlBlEFOFICOClftDINATlNGAPP\JCA8LETESTINGWlTHTHE
SOIlS ENGINEER. TESTS 'Mll BE REQtJIREO I'lJflSlJA!{fTO THE TESTlNGSCHEOLLEREOUIRED
BY AF'PUCABlE AEGtJl.ATORV AGENCIES AND AS MAY8E FC:lLM)"" mE ENGtNEEFtWQ
CONSTl'II)CT!() DRAWINGS. CONTRACTOR TO VERIFY AU TESTlNO WITH THE OWNER PFlIOR TO
COMMENCING CONSTRJJCn(ltII. tJPON COMPlETION OF THE WIJRIo;. THE SOIlS ENGINEER MUST
StJBMITTOTHE OWNEA'SENGlNEEA CERtJFM;ATlOtlEl STATING THAT All REQUIREMENTS HAVE
BEEN"".
DAAlNAGE SYSTEM NOTES
STANDARD INOEXES AEFERTOTHE LATESTElllTlON OF FOOT"FlOAOWAY AND Tl'IAFFIC
OESIGNSTNIOAADS".
2. AllSlOfW SEWER PIPE SHALl. BE REINFOflCEO CCINCflETE ctASS III \ASTt.I C-7S) UNlESS
OTHERWISE NOTED ON PlANS. AU. DRAlMAGE STRUCTURES SHAI..l BE IN ACCClRI:lANCE
WITH FOOTP.OAtYNAY AND TfIMflCO€SIGN STANOAfIO$lH.E6SOTHEJMtSE NOTEO ON
.......
3 PIPE LENGTHS SHOWN Al'lE APPFIOXlMATE AN!) TO TIiE CENTER OF DftAINAGE
STRUCTVRES WITl-l THE EICcePTlON OF ~FIED END >>10 FUllED END SECTIOHS WHICH
ARE INCU.IOED IN lENGTHS
4 AU.ORAlNAGE~GRATESAHDCOIIERSWllMlNl1\AFFICAAEASSHAlLBE
TlW'FlCflATEDFOR H-2DLO.ADINGS.
5. CONTRACTORTOSOOT1-lEOETENTlON POND AS IN)ICATED ON PI.AHS W'lTHIN ONE WEEK
FOUOWlNG COHSTRUCT1ON OF n-tE POND
6. THE STOl'IMORAIttAae PIPING ANOFIlTRATlQNS'fSTEMSHALl8ESUl:\uECTTOAVlSllAl
lNSPECTlCIt-l BY THE OWNER'$ ENOlNEER PRIOR TO THE P\.ACEME,..T OF lU.Cl<FIU, THE
COHTRACTOO SHAll COOAOlNATE A FlNAllNSPECT10N OFTHE COMPlETED STORMW"TER
MANAGEMENT SVSTEM PRIOR TO AN.Od. IlICCEPTANCE BY THE ONHE-R. COWRACTOR TO
NOTlfYTHE ENGlNEEfl411 HOl.'IS IN AtNAHCE TO SCHEDUlE
WATEJl SYSTEM NO~
A VEAnCAl ClEAAAHCEOF 18 JIoIOtES SHALl. BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAlHS. IFCl.EAFWfCECANMOTBEACHlEVEDBY AtMlSTlNGW...TERMNNSTHE
SANlTAF!'fSEWERSH...u..l'JECONSTRUC'TEOPERSAHrrARVNOTE "",,.1 BElOW,
2 A HClIII20NTAlSEPARATlONOF 10FEETSHAllBEMAIN1'AlNEDIIE1WEENWATERMNNSmeJ
SAMlTARY!lEWER.
3. ALL WATER MAINS SKO.lL HAVE A MINIMUM OF 381,..CHES OF COVER.
4 AlL WATER SVSTEMWOAKSHAll CONFOFW Willi lOCAi- REGlAATORY STNlOAAOS AND
SPEOFICATlONS
CONFllClS BETWEENWATal ANOSTORM 00 SANlTARVsewEA TO BE RESOLVEDaY
AOJUS"TtNGTHEWAT"ERlINES/lSNECESSAAY
6 ...u..oucrn.EIRONPlPESliALLBECLASS521NACCORClANCCWlTHANSIA21,50(AWNA
C15OjANDANSlA21.51 lAWWAC151)ANOPlPESHALlflECElVEEXTERIOAElfTUM\NOUS
IXIo"TlNG IN ACCORDANCE WITH AH8l A 21.t'1, A 21.8 OR A21,51 ANOSHAllllf UORTAR
UNEO, STANOARO THICKNESS. N<<) BITUMINOUS SEAIHllN ACCI:lRrWlCE WITH ANSI A
~WW~~THAN7'SH.'\U.8EOUC11lEIfKliHClASS$3INACCORDANCE'M1M
AWWAC-110......THAPl'lESSUREAATlNGOF350PSI. JOlNTllstW.L.BEMEOI-WfICALJOINTS
~~~...:...:r;~~:I=SHAlLBECEMENTMORTAfll.IHfilm:l
a CONTRACTOflTOINST"'-ll. TEMPOFLAAYBlOW-afSATllfEENOOFWATERSERVlCE
LATEA.ALSTOASSIJIEAOEOtJATE/UlSHlNGANODISlNFf.CT\ON
9 ~~~~~=~8EPllCMDEDATAl.lFlTTlNGSf>HCJ
1(1. All PVC WATERM.fdNS 4' THROUGH 12" SliAU BE IN ACCOROAHCE WITH AWNA c.goc) PIPE
SHAllBE ClASS 150 AND WEETrnE REOlAAEMENTS OF SD1'1181N ACCORDANCE 'MTH
ASTMo.2ll4'
11 AllFfTTltKlS 2" N<<J SMAI.lBl Stw.l. BE SCHHlULE <Ml PVCWlTl-I SOlVENTWElOEOSLEEVE
""'''''''"''
'2 All WATERMAIWS AN!) WATER SEIMCES TO BE INSTAlLED UNOEI'lROAO IN>EROFWN
SHAU.lAAlNTAlNlf1'SEPARAnoH
13 MATEAlAlSANDCONSTRUCTlONMf"THOOSFORWATEADlSTRIBUTlONSYSTEMSliolti.BE IN
ACCOAOANCE WrTH THE lOCAl.. REGlJLATQAY AGENCY CODES, PI..o'HS. >>to
SPEOFlCATlONS FOR CONSl1'lUCTlON, tATEST REVISION mEAeOF AND SUl'f'l.ENEtifAl.
SPEClFICATlClMSTHERETO, APPROVALANOCQNSTAUCllClNOFAllPQTI\Bl.EWAfER
SEfMCE IIWN EXTENSlONS AND CONNECTIONS MUST BE COOFIDINATED THROUGH THE.
lOCAL REGUtATOFIV AGENCY OEPNmtENT OF PUeUC tmUl1E$
14 All COMPONENlS OF THE WATER SYSTEM. INClUOlNG ATTlNGS. KYORANTS.
CONNECTIONS. AtlO VAlVES SHAll REMAIN UNCOVERaJ UHl1L PftOPERl.Y PRESSURE
TESTED AND ACCePTED BY THE OWNEA'S ENGINEER. MESSURE TESTS TO BE IJII
AOCOROANCE WITH WATER OEPAFmENT AND AWNA SPEClFICAllClNS CONTRACTOR TO
NOTIFY OWNERS ENGINEal ANO WATER DEPNlTMENT INSPECTORS 4B HOURS IN AfNAHCE
OF~TESTS
15 CONmACTOR TO PERFORM OiLORINATION AND BACTEFIIOlDGlCAI. SAMPlING AEOUIRED
~~~~~~~s;:~~=~~~;:
""""'"
SANrrARY SEWER NOTES
~~~~~~~8~~::-~~~~~~~~
OFTWE LOWERPlPE. WHEAe THIS M~UM SEPARATICifoI ~T IlE r.lAlNTAlNED, THE CROSSING
SHAll BE ARRANGED so THAT THE SEWER PIPE JOINTS & WATER MAIN JOINTS ARE EOOOlSTAm
FFIOMTHE POIm OFCROSSING WITH tIOlESS THAN 10 FEET BETWEEN AtlY TWO JOIN1'S
AlTERNATIVELY, THE SEWER MAlN WlY BE EtACASED lHA8lEEIlEQA ENCASED INCONCAETETO
OBTAIN TI-lE EOUlVAlENTOF THE. AEOUIFlEO 10FEETSEPARAnoN,'
2 ~~PARAllONOF10FEETSHAllBEIMINTA/HEI)BElW1:ENWATEf9MAlNSAHO
3 AU SANlTAR'f SEWER MAll'1S & SERVICE LATElW.SSl-W.J.l'JECONSTRUCTEOQF POLVVlNYl
CHt.ORIOEPlPE,SDR35
4 ALl SANITARY SEWER WORK SHAU (:{JIlfFORM WITH lOCAl AEGlIt.ATORV STANOAAOS AND
SPl'OFICATlONS
5 PRIOR TO C(ltM,ENCIt<IG WORK WItICH AEQl.lIRES CONNECllHQ NEW WORK m EXISTING Ul'OES OR
AI'PI.lFITENAHC, THI'. COHfAACTORSHAll VERIFY lOCAllON ANOElEVAnQN OFEXISTING
CONNECT1ON POINT AND NOTIFY OWNEFI'S EP-IGINEEA OF ANY CONR.fCTS OR OISCIlEPANCIES
8. PYC PIPE AND FfTTlNGS SHALL CONfORM WITH A.S.T.M. SPECIFICATIONS DESIGNATION O-GOO4.nc,MA
8OfI3I5. lNSTAUATlON OF SOR PIPE SHALLBE/N STRICT ACCORDANCE WlTtl Tl-fE REQUIREMENTS OF
A.s. T.M. 8PECIFlCATION DESIGNATION 023l'1. AllSANlTARY SEWER PlPEUNES SHALl.. BE SQUD GREEN
W""'"
7 AUf'lICFOFICEMAlHSWlTHINPUllUCANlSHAUBEClA$S200.SDR21,W1ffiMECl-lAHlCALJOINTS
AND HAVE A GAEE,.. MAGNETIC TAPE " MIMMUM OF 3"WlOE, PlACED 24' BELOW THE PfIOPOSEO
GRADE,THE PfIINT ON THE MAGNET1C TAPE SHOULD FEAO "fClACE MAIN"
8 ALlOtlCTlLE II'lON PIPE SHAllIlEClASS 52 IN AOCORPANCEWlTH ANSI A21.50 I/'WNACI5O) ANOANSI
21.51 (AVNlAC 151). H.C, PIPE SHAll FlIi'Cf:1VE INTERIOR ANO EXTEAIOA flITUMlNOUS COATING IN
\I ~~":...~~~OR~:VSEWERFOACEMAlNSTHATREOOfIIE D.I,P.1>1E
TO liE POl VUHED OR EPOXY lINED
10 ALl.SANITNlYSE'M:RCO\IEASSHAlLBEmAFRCRAlRlFORH-20lOADlHG
II SANITAF!'fSEWERS SIiA\.1. HAVE A ~ CO\IER OF THREE (3) FEET AND SHAUSE INSTAUffi
:W:~Y AMETAl TAPE SIMIlAR TO "TERRATAPE'" COlORED GREEJII AND lAID ONE FOOT
12 ALlGRAVIl'fSEWEIlPlPlNGSHAllllESUllJECTTOAV\SlJAlINSPECTIONBVTHEOWNEJI'S
ENOINEER. CONTRACTOfl TO MOTlFY THE ENGINEER 4B t1(llJftS IN NNANCE. TO SCHEOUlE
"""CTION
18. THE CONll'lACTOR SHALLPEAfOfIM AN INfl.TAATlONIEXALTl'IAllONTEST ON ALLORA\'fTVSEWERS IN
AC:CORDANCf.""""",,Tl-lEREGULATOAYNlENCYHAVlNGJUFlISOICTlON. SAlOTESTSARETOIiE
CERTlFIED BY THE ENGINEER AND $UBMfTTtD TO THE I'IEl3I.1cATQRV AQENCY FOR APf'AO\IAL
14 ~~:O~~~:;;'~A~==~=W1THTHE
REGUlATOFIV AGENC'f HAVING.LIFIISOICTION. SAlO TESTS ME TO BE CERTlREO BY ll1E a.GINEER AND
~~~:~~~Al>fJ<<NAl..COCIRDINAl1ONANONOTlACATlONOFAll
GEOTECHNICAL NOTE:
=~TOI'IE.~ANDFOlLOWCONSTIlUCTIONTECH"'fOIJES ouruNED IN THE SITE
ClEARING AND EROSION CONTROL NOTES
PROR TO ANY SITE ClENIlNG, AU. TREES SHOWN TO REMAIN ON lHE CONSmUCTION
I'tANSSI-IAl.1. BE PROTECTED I,.. ACCOFlOANCE WlTHTHE LOCALREGULATOFIY AGENCY'S
rAEE OROlNAHCE AND DETAltS CONTAINED IN lliESE P\.ANS, ITSH"ll BE THE CONTR.\CTOFI'S
flESPONSll!Ilffi'TO MAINTAIN THESE T'FIEES IN GOOD CONDITION. NOfflEES ~ TO
REMAIN SHALl. BE REMOVED WITHOUT WRITTEN AWf'lOVAl FRoaA tHE OWNER- ONLY 'GRo'.OING
BY+tANO"lSPEAlotllTEDWlTHIN THE CAHOf'Y UHE OFTREfS THAT ARE TOREMAlN
2. THECONTFIACTQR IS TO PREPARE TI1E SHE PftIOR m BEGlNHNGACTlJAL CONSTfUJCTlON
IN ACCORDANCE WITH THE SOIlS TESTING REPORT. coPIES OF THE SOILS REPCf'IT ARE
AYAIlABI.ETHfIOl.IGHTHE~ROflTHESOIlSTESTlNGCOMpANY, ClIJESTIONS
:~~~:~=~~~~~OESCRIIlEOINTHESOIlSAEPOOTARETO
3 CONTl'IACTOR SHAlL ClENl ANa GRUB ONLY THOSE PORTIONS OF THE SITE NeCESSARY
FOR COHSn:tuCTlON. DISTURBED AREAS WIll. BE SEEDED, MUlCHEO. Ofl PlANTED WITH
OTHER APPROVEO LANDSCAPE MATERlAllMMEOlATCl Y FCiU.O'IW'fG CONSTRUCTION
THE TOP 4' TO ff' OF GAOUND REMOVlOD DURING ClEARING AN{) GAU9llING SHN.L BE
STClC1(PlLED AT A SITE DESIGNATED BY lliE OWNER TO BE USED FOR lANOSCAPlNG
PURPOSES, \JNlESSOTHERW'lSE OlAECT'ED BYlHE OWNEA. HAY lW..ES SHAlL 9E PlACED
ALONG mE STOCl(PIlE PERIMETER fOR ERClSIOtl CONTIlOL
5 AL1..CONllrnucTlON DEBFIlS AND OTHER WAST\: t.4ATERI.fd..SHALl BE OISPOSEDOFOFF-SITE IN
ACCORDANCE WITH APPUCABlE REGUlATIONS
0$ ~O:TO OBTAltfAllNECESSARV PERMITS FOR REMOVING ANY EXlST1NG
7 CONTRACTOR T008TAlNSlTE ClEARING & T1'IEE REMOVIIL PERMIT PRIOR TO I"ISTALlATION
OF Am lIPIOERGROlX-lDUTllITIES AND ClEARING TI-IE SITE
8. PflQTECTlOI\I OH.llISTlNQ STORM seWER SYSTEMS; CURING CONSTRUCTlQN, All STOflM
SEWER ItaETS IN THE VlClNI1Y OF THE PROJECT SHALl.. BE PRQTECTrD BY SEOIMENT 1FAPS
SUCI'l /IS SECURED HAl" BAlES, SOD, STONE, ETC.. WI-lICti SHAll BE MAINTAINED AND
MOOlFIEDASACOUIREOBYCONSTRUCTlONPROGFiESS
" ALl. DISTURBED AAl:A8 WHICH Af\E NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FOOT STANDAAOS AND MAINTAINED UNTlLA SATISFACTORY STAND OF GRASS
A.CCEPTABlE TO THE REGUlATORY AGENCY AND ENGINEER HAVE BEEN OBTAINED. ANY
WASHOUTS, REORAOlNG, RESEEDING. AND GRASSING WORk. AND OTHER EROSION WORK
AEOUIREl), WIll BE PERFORMED BY TIiE CQHTAACTOR UNTIl. THE SYSTEM IS ACCEPT"EO FOR
MAlNTEKANCE av Tl-lE REGUlATORY NJl:NC'{ AND ENGlNEal
10 cor<<AACTOR IS TO PROVlD:E EROSION CONTflOl.<SEOIMENTATION 8ARRIER (STRAWBAlE
OF! STAl<ED SllTFENCE) TO PREl/ENTSllTATION Of -'OJACENT PROPERTY. STACETS, STOF\M
SEWERS, WATF.ffNAVS, ANDEXlSTlNG WEnANOS. IN AOOlTlON, CONTRACTOR SHAll PlACE
STRAW, IlIULCH. OROTHER SUITABlE MATERIAl ON GROUND IN AAEAS WHERE
CONSTl'lUCTlON RElATEDTllAFRC IS TO ENTER ANO EXIT THE SITE. IF, IN THE OPINIONOF THE
ENGINEER ANOIOR lOCAl. AUlliORITI€S. EXCESSIVE GlUANTmES OF EARTH ARE TRANSPOATED
QFF-SITE ElTWER BY NATUAAlORAlNAGEOR BVVEHlCUl.AA TIlAFFIC. THE CONTRACTOR IS TO
RECOVER SAID &I<RTH TO THE SATISFACllON OF THI:: ENGINEER ANDIOFI AIJTHQRlTIES
11 IF WINO EROSKlN BECOMES SIGMACAN'T DURING COHSl1'lUCflON. THE CONTRACTOR
SHAlL STABlUZE THE AFFECT"ED AREA USlNG SPflINlQJtro, IRRIGATION, OR OTHER
,o.ccEPTABlEMETtlOO8
12 THERE SHALl BE NO OlSCHARGE (IE PUMPING, 'SHEET FLOW, SWALE, DITCH, ETC.) INTO
EXlSTINO LAKE SYSTEM, WJmANO, Ol'l RIVER. WlTI-mUTTHE USE OF SETTllNGPQNOS. IF
THE CONTfIACTOR DESIRES TO DISCHARGE INTO THE EXl8Tlf4G LAKE SYSTEM OR RIVER. A
SETTUNG POND PLAN MUST BE SUBMITTEO AND Af'PRO\IE) BI"THE ENGINEER ANDI.OCAl
REGULATORY AGENCY PRIOR TO CONSTRUCTION
liJ~~~IM[i)
_.,,-,..- PIiOPEATYUNE
c=J PROPOSED ASPHAlT PAVEMENT
,t, 1-lAN000000PARKlNGSf>ACt:
(~ #OFPARkINGSf>ACES
--'ll.Ml PllOPOSEOElEVATlON
PROPOSED DITCH BQTTOI,IINlET
STOAMSEWEflSTAUCTlJAENlM\8ER
~--= STOfIMPlPE
CI MITEflEDENOSECTION
CJ FLARED ENO SECTION
e STORM MANHOlE
- >-- SWAlESTOAMWATERFlOW
--".-- SURFACE STORMWATEIi FLOW
~ SLOPE OF PAVEMENT
~ POND SlOPE
(J9] BACKFLOWPREVEtlTER
... GATEYAlVf
... FIREHYOIIANT
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~ 0..) 1~~~O
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Of TliE PARCEL Of lAND, OTHER THAN FlXTlJl'ES WHICH AAE
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UGHTS WI-lERE DIRECT tlLlMlNATlON IS CUT-OFF ABOVE 40
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LOCATION. ALL OUTDOOR UOHT FllCTUAES SHAlL BE lOCATED SO
Tl-IAT OB.ECTS OR lAND WHICH AAE LOCATED BEYOND THE
llOUNOARIES OI'THE PAACELOF lAND ARE NOT IUilMINATED ro
AN EXTENT Of PRODUCING MORE lH"'" A OlFFUSE SHADOW
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3 WORKING DAYS
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\ CALL OF FLORIDA
I 1-800-432-4nO
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3 WOIOONG O,l,'l'S
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4no
TI-lO.'-""""fJOIoeOFElQs""",,~un.mss__
SHOWN'''''''~TEWAY'''''-V-''ltl_I>I01_
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AUTOMATIC f'fRMANfN'T IRRIGATION 5~TEM PR.OVIDING
COMrLfT'E WA"!tR COI/l"iUIGE fOR. Ail nOUIRrD AND OTHER
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AU IRI1.JOATION SYSTEMS-SHAH Bf IN5TAlUD50 Kj ro
MINIMIZE S~Y UPON "'NY IMPEfl:VIOVS SlJRf/I,CE, SUC!1 A[,
SIDfW!l.l.GANDrAVED~
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5fN50M;H!JT OfF OEVICE TO AVOID ',RR.iGATlorl OiJR.II<IG
PfRJOD5OF 5UFFICIENTl/AINFAll
5 UNDERGROUND IWGATI0t-/5tIAU Nor BE INSTALLED WTTI11N
T11E ORlPUI<IES Of !'XISTlNG TR.tE5 UNlf.-Sf> ROOT
PROTtCTiOIII MEASURES "-~ N:OVIDW
G 'f AVAilABLE, REClAIMED WATER 5t1ALL Bt USW fOR
'RRJGATIONFVRJ'0515
INl"ERlOfi! LAND6CAPE AREA c.AL.CU..ATlON
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V,U.A ~ 14.1>9ll'010- 1,,410 &.f.
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OA'-5, 24", 27', Ie" I"', I~" (fOTAL 87' REPl.ACEMEliT5J
PAlMS' 13',12'. 12' 10'(TOTAlOf'O"f{fF'IACEMENT5)
EXli:>T1NGr. TRI:E5 TO BE MVED
OM (I 90' TOTIILJ
42'.3"'.22"'.20'.12',11"10',10'
trOl/;,('7"TOTAl)
I"IWPO~ED PLANT ~LEGr:NO
ooT ANANIC:Al NAMf
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~~~~~~ l~jl,IIF1.'CADE5 AN" cP05IOfl CONTROl Mtll5l1Rt5 MUST Rl'MA!N INTACT p'WOUC,110UT
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NOTES:
HEAVY OUTY PAVEMENT TO BE
USEO FDA ALl PAVEMENT IN THE
PUBUC AtGHT..Qf.WAY.
CONTRACTOR TO REfER TO THE
GEOTECHNICAL REPOAT
3WOAKINl3OA'fS
~-~""-'--f\ ~~N~~;~~T~~~
. .:, CAlL OF FLORIDA
) l-l1QG.432-4nO
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C-10
SECTION 21, TOWNSHIP 29S, RANGE 15E
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C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
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S
SHEET INDEX
COMPREHENSIVE INFILL REDEVELOPMENT PROJECT
COVER SHEET
GENERAL NOTES AND SPECIFldATIONS
SITE PLAN
PAVING ,GRADING AND DRAINAGE PLAN
UTILITY PLAN
LANDSCAPE PLAN
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
SURVEY
PROFESSIONAL TEAMS
CIVIL ENGINEER
Howard Civil Engineering, LLC
1601 3rd Street S. - Suite A
St. Petersburg, FL. 33701
Offfice (727) 490-1784
Fax (727) 490-1787
ARCHITECT
Fraze Design
Contact: Frank Fraze, AlA
1750 Central Avenue
St. Petersburg, FL. 33712
Office (727) - 328-3608
Fax (727) - 328-3609
FOR THE LOCATION OF
UNDERGROUND FACILmES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
SURVEYOR
John Brendla & Associates, Inc.
8015 82nd Avenue North
Pinellas Park, FL. 33781
Office (727) 576-7546
Fax (727) 577-9932
1573 S. Fort Harrison Ave.
Clearwater, Florida 33756
SECTION 21, TOWNSHIP 29 SOUTH, RANGE 15 EAST
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Location Map
Aerial Map
Owner:
1573 L.L.C.
6985 1 st Avenue North
St. Petersburg, Florida 33710
(727) 347-3333
SITE DATA
PROPERTY INFO:
PARCEL NUMBER: 21/29/15/00000/440/2000
TOTAL PROJECT AREA: 0.96 ACRES (42,000 S.F.)
ZONING:
C - COMMERCIAL
FUTURE LAND USE:
CG - COMMERCIAL GENERAL
EXISTING USE:
WAREHOUSE (VACANT)
PROPOSED USE:
PROFESSIONAL OFFICE AND MEDICAL CLINICS
BUILDING HEIGHT:
EXISTING: 25 FEET
PROPOSED: 26.33 FEET
FLOOD ZONE:
FEMA PANEL 12103C0108H
DATED MAY 11, 2005
ZONE X
STRUCTURE SETBACKS:
FRONT (FT HARRISON AVE)
FRONT (FT HARRISON AVE)
REAR (EAST)
SIDE (MORTH)
SIDE (SOUTH)
SIDE (SOUTH)
REQUIRED
25 FT.
25 FT.
20 FT.
20 FT.
10 FT.
10 FT.
PROPOSED
13.6 FT.
15 FT.
10 FT.
20.67 FT.
5 FT.
10 FT.
PROPOSED BUILDING:
10,853 SQUARE FEET TOTAL (2 STORY)
1st FLOOR = 5,570 S.F.
2nd FLOOR = 5,283 S.F.
fLOOR AREA RATIO:
ALLOWED: 0.55
PROPOSED: 0.26
IMPERVIOUS AREA RATIO:
ALLOWED: 0.95
PROPOSED: 0.54
PARKING:
REQUIRED:
4 SPACES PER 1,000 SF = 8 SPACES (10,853/1000*4=43.4)
PROPOSED: 44 SPACES
INCLUDES 2 HANDICAP SPACES
EXISTING AREA BREAKDOWN:
VEHICLE USE AREA
BUILDING
OPEN GREEN SPACE
SIDEWALK/CONCRETE
TOTAL COVERAGE
AREA ( S . F . )
o
5,795
35,832
373
42,000
PROPOSED AREA BREAKDOWN:
AREA ( S . F . )
14,698
6,203
2,998
16,458
1 , 643
42,000
VEHICLE USE AREA
BUILDING
STORMWATER PONDS
OPEN GREEN SPACE
SIDEWALK
TOTAL COVERAGE
SITE DATA TABLE for existing, required, and proposed development, in writtenltabularfonn:
% OF SITE
0.0%
13.8%
85.3%
0.9%
100.0%
% OF SITE
35.0%
14.8%
7.1%
39.2%
3.9%
100.0%
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EXISTING REQUIRED PROPOSED
42,000 SF 0.96 AG. 20,000 SF 0.46 AG. 42,000 SF 0.96 AG.
1 1 1 REVISIONS
1 1 1 SCALE 0 0.5" 1"
5,795 SF 10,853 SF ~
0 44 44
DRAWN BY:
o SF 0.0% 14,698 SF 35.0% CHECKED BY:
NONE NONE PROJ. MAN.:
EXISTING 30FT. 26.33 ft. JOB NO,
0.40 0.95 0.45 DATE: 2008-02-27
0.13 0.55 0.26
SHEET NO.
C-1
_ Land area in square feet and acres;
_ Number of EXISTING dwelling units;
_ Number of PROPOSED dwelling uni1s;
_ Gross flloor area devoted to each use;
Parkingi spaces: total number, presented in tabular fonn 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;
Officiallrecords book and page numbers of all existing utility
_ easement;
_ Building and structure heights;
_ Impermeable surface ratio (I.S.R.); and
_ Floor arrea ratio (FAR.) for all nonresidential uses.
As 5uf!>At rICO "to CI If M()~') -04.
GENERAL CONSTRUCTION NOTES
1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
FEATURES ARE SHOWN ACCORDING TO 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.
2. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS 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.
3. 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.
4. 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.
5. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING
LANDSCAPING.
7. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S ENGINEER SHOP DRAWINGS ON
ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN
APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE
CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM.
8. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES.
9. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO
THAT OF THE SOIL ADJACENT TO THE TRENCH AROUND PIPES IN 6" LAYERS UP TO AN
UNDISTURBED LEVEL OF AT LEAST l' ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED,
BACKFILL SHALL BE COMPACTED TO 100%%% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99.
10. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S./. IN 28 DAYS,
UNLESS OTHERWISE NOTED, SPECIFIED OR REQUIRED.
11. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE 40 OR
BETTER.
12. THE CONTRACTOR/SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' IN
THE SIDEWALK.
13. SIDEWALK CONSTRUCTION SHALL BE flUSH WITH PAVEMENT WHERE THEY ARE ADJACENT
OR MEET, UNLESS OTHERWISE SHOWN.
14. 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, 1994, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
15. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE, CLASS III,
WITH RUBBER GASKET JOINTS.
16. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY 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 WILL BE ALLOWED.
17. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
18. SOILS ENGINEER TO SUPPLY THE DESIGN ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS, ASPHALT RESULTS, AND CONCRETE RESUL T.8 THE SOILS ENGINEER IS TO CERTIFY TO
THE DESIGN ENGINEER 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 ENGINEERING CONSTRUCTION DRAWINGS FOR
THE ON-SITE HAVE BEEN SATISFIED.
19. CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION.
20. IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO
ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
21. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE
ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP
DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER
INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYINGTHE ENGINEER OR
WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT
THE CONTRACTOR'S EXPENSE. 23. OWNER SPECIFIC SPECIFICATIONS TO BE PROVIDED TO
CONTRACTOR DURING BIDDING.
STANDARD UTILITY NOTES
1. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS
UTILITIES A MINIMUM OF TWO 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 TWO WORKING DAYS BEFORE ENTERING A
CONSTRUCTION AREA.
2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS REQUIRED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY 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. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "SUNSHINE" FORTY-EIGHT
(48) HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT
OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING
STRUCTURES FROM THE SITE. ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO,
THE FOLLOWING SHOULD BE CONTACTED BY THE CONTRACTOR:
1. GAS
2" TELEPHONE
3.. WATER
4.. POWER
5. CITY SEWER
6. CITY/COUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC SIGNAL
INTERCONNECT)
5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
IT'S ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS
UTILITY OWNERS AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OR
REMOVALS WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION
WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED
BY THE UTILITY COMPANY. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR
CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY
THE OWNIER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED
AREA.
WATER SYSTEM NOTES
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 PER SANITARY NOTE No.1 BELOW.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
4. ALL WATER SYSTEM WORK SHAll CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA
C150) AND ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS
COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR
LINED, STANDARD THICKNESS, AND BITUMINOUS SEAlED IN ACCORDANCE WITH ANSI A
(AWWA C 104-71).
7. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH
AWWA C-11 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS
IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND
COATED IN ACCORDANCE WITH AWWA C-104.
8. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE flUSHING AND DISINFECTION.
9. THRUST BLOCKING AND/OR RESTRAINED JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND
HYDRANTS IN ACCORDANCE WITH AWWA STANDARDS.
10. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE
SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 181N ACCORDANCE WITH
ASTM D-2241.
11. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE
TYPE JOINTS.
12. ALL WATER MAINS AND WATER SERVICES TO BE INSTALLED UNDER ROAD UNDERDRAIN
SHALL MAINTAIN 18" SEPARATION.
13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN
ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIACATlONS 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.
14. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, 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 AND AWWA SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE
OF PERFORMING TESTS.
15. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING REQUIRED
TO OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM THROUGH LOCAL REGULATORY
AGENCIES. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S
ENGINEER.
GEOTECHNICAL NOTE:
CONTRACTOR TO REVIEW AND FOLLOW CONSTRUCTION TECHNIQUES OUTLINED IN THE SITE
GEOTECHNICAL REPORT.
CLEARING AND EROSION CONTROL NOTES
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 AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY 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. 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. 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.
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. HAY BALES SHALL BE PLACED
ALONG THE STOCKPILE PERIMETER FOR EROSION CONTROL.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHAll BE DISPOSED OF OFF-SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING
STRUCTURES.
7. CONTRACTOR TO OBTAIN SITE CLEARING & TREE REMOVAL PERMIT PRIOR TO INSTALLATION
OF ANY UNDERGROUND UTILITIES AND CLEARING THE SITE.
8. PROTECTION OF EXISTING STORM SEWER 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.
9. 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 HAVE BEEN OBTAINED. ANY
WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK
REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR
MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER.
10. CONTRACTOR IS TO PROVIDE EROSION CONTROl/SEDIMENTATION BARRIER (STRAW BALE
OR STAKED SILT FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM
SEWERS, WATERWAYS, AND EXISTING WETLANDS. 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 NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO
RECOVER SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
12. THERE SHALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO
EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF
THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A
SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER AND LOCAL
REGULATORY AGENCY PRIOR TO CONSTRUCTION.
SAFETY NOTES
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR
SHALL COMPLY WITH REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE
RESPONSilBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY
OF ITS PERSONNEl. LABOR SAFETY REGULATIONS SHALL BE AS SET FORTH BY OSHA IN THE
FEDERAL REGISTER OF THE DEPARTMENT OF LABOR.
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 AIPPLlCATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC
AND WORtKERS FROM HAZARDS WITHIN THE PROJECT LIMITS.
3. ALL TRAFFIC CONTROL MARKINGS, FLAGGERS, 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.
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH 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 SAFETY REGULATIONS.
SANITARY SEWER NOTES
1. PER FAC 62-604.400 (2)(G) "SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE & THE CROWN
OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING
SHAll BE ARRANGED SO THAT THE SEWER PIPE JOINTS & WATER MAIN JOINTS ARE EQUIDISTANIT
FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS.
ALTERNATIVELY, THE SEWER MAIN MAY BE ENCASED IN A SLEEVE OR ENCASED IN CONCRETE TO
OBTAIN THE EQUIVALENT OF THE REQUIRED 10 FEET SEPARATION."
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
3. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL
CHLORIDE PIPE, SDR 35.
4. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
5. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR
APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING
CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES
6. PVC PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS DESIGNATION D-3034-77C, MA
SDR 35. INSTALLATION OF SDR PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF
A.S.T.M. SPECIFICATION DESIGNATION 02321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN
IN COLOR.
7. ALL PVC FORCE MAINS WITHIN PUBLIC R/W SHALL BE CLASS 200, SDR 21, WITH MECHANICAL JOINlTS,
AND HAVE A GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 24U BELOW THE PROPOSED
GRADE.THE PRINT ON THE MAGNETIC TAPE SHOULD READ "FORCE MAIN".
8. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C150) AND ANSI
21.51 (AWWA C 151). H.C. PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN
ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51.
9. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DJ.P. ARE
TO BE POL YLlNEDOR EPOXY LINED.
10. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
11. SANITARY SEWERS 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.
12. 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.
13. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATlON TEST ON ALL GRAVITY SEWERS IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE
CERTIFIED BY THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
14. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE
REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTlRED BY THE ENGINEER AND
SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL
PARTIES IS CONTRACTOR'S RESPONSIBILITY.
PAVING AND GRADING NOTES
1. ALL DELETERIOUS MATERIAL (I.E., MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN
ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S
SOIL TESTilNG COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM
THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH
APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND SHALL PROVIDE .BRACING, SHEETING OR SHORING AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERIING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL
GOVERNMIENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
4. REFER TO THE LATEST EDITION OF FDOT uROADWAY AND TRAFFIC DESIGN STANDARDS. FOR
DETAILS AND SPECIFICATIONS OF ALL FDOT TYPE CURBING AND GUTTERS CALLED FOR ON
THESE PLANS.
5. 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.
6. PRIOR TO CONSTRUCTION OFCONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR REVIEW.
7. CONTRACTOR TO PROVIDE A 1/2!' BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT
ABUTMENT OF CONCRETE AND ANY STRUCTURE.
8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL
CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO
BE 4" WIDE PAINTED STRIPES. ON-SITE STRIPE COLOR SHALL BE WHITE EXCEPT AS SHOWN
ON THE ENGINEERING PLANS. PARKING STALL STRIPING SHALL BE COMPATIBLE WITH THE
PAVEMENT TYPE (IE CONCRETE, ASPHALT) AND SPECIFICATIONS SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW AND APPROVAL.
9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
10. CONTRACTOR SHALL INSTALL STORM PIPING AND CULVERTS IN ACCORDANCE WITH FDOT
INDEX 205 AND PLACE EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE
PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12)
INCHES.
11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED
BY APPLICABLE REGULATORY AGENCIES AND AS MAY BE FOUND IN THE ENGINEERING
CONSTRUCTION DRAWINGS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR TO
COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST
SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL REQUIREMENTS HAVE
BEEN MET.
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PROPOSED ASPHALT PAVEMENT
HANDICAP PARKING SPACE
SIGNAGE
# OF PARKING SPACES
PROPOSED ELEVATION
PROPOSED DITCH BOTTOM INLET
STORM SEWER STRUCTURE NUMBER
STORM PIPE
MITERED END SECTION
FLARED END SECTION
STORM MANHOLE
SWALE STORMWATER FLOW
SURFACESTORMWATERFLOW
SLOPE OF PAVEMENT
POND SLOPE
EROSION CONTROL
WATER MAIN
BACKFLOW PREVENTER
GATE VALVE
FIRE HYDRANT
REDUCER
BLOWOFF
WATER METER (DOUBLE)
CHLORINE INJECTION POINT
WATERLINE SAMPLE POINT
SANITARY SEWER STRUCTURE NUMBER
SANITARY SEWER MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER SERVICE LATERAL
SANITARY SEWER CLEAN OUT
RECORD DRAWINGS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET
OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN
TWO WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE SET
OF RECORD DRAWINGS TO THE ENGINEER OF RECORD. 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 UTILITIES, 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, 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.
6. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS-BUILT DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS-BUILT DRAWINGS
SHALL SHOW FINAL GRADES AND LOCATIONS OF ALL UTILITIES INCLUDING
SANITARY SEWER CLEAN OUT INVERTS, WATER LINE LOCATIONS, STORM
SEWER STRUCTURE LOCATIONS, GRATE ELEVATIONS, INVERTS, AND POND
DETAILS (INCLUDING TOP OF BANK AND BOTTOM DIMENSIONS AND
ELEVATIONS), OUTFALL STRUCTURE DETAILS ( INCLUDING GRATE, WEIR,
ORIFICE AND SKIMMER DIMENSIONS AND ELEVATIONS). THE CONTRACTOR
SHALL PROVIDE TEN COPIES OF THE CERTIFIED AS-BUILT DRAWINGS TO THE
ENGINEER.
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
DRAIr\JAGE SYSTEM NOTES
1. STANDARD IINDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS
OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE
WITH FOOT ,ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON
PLANS.
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.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING, CONSTRUCTION OF THE POND.
6. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL
INSPECTlONI BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE
CONTRACTOR SHALL COORDINATE A FINAL INSPECTION OF THE COMPLETED STORMWATER
MANAGEMENT SYSTEM PRIOR TO FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR TO
NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
SEE SURVEY FOR EXISTING ITEMS LEGEND
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REVISIONS
SCALE 0 0.5" 1"
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JOB NO.
DATE: 2008-02-27
SHEET NO.
C-2
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3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1.800.432.4770
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
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ALL LIGHT FIXTURES WHICH ARE VISIBLE FROM THE BOUNDARIES
OF THE PARCEL OF LAND, OTHER THAN FIXTURES WHICH ARE
DESIGNED AND INSTALLED TO ILLUMINATE A WALL AND ARE
DIRECTED AWAY FROM ADJACENT PROPERTIES, SHALL BE CUT-OFF
LIGHTS WHERE DIRECT ILLUMINATION IS CUT-OFF ABOVE 40
DEGREES BELOW HORIZONTAL.
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F9dND 3j8"IR (LS 4086)
.)(LSO FOUND 5j8"IR (NO ID)
// O.77'N, & O.64'W.
FENC E e ORNER
0.80S. & 0.37'E.
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THAT OBJECTS OR LAND WHICH ARE LOCATED BEYOND THE
BOUNDARIES OF THE PARCEL OF LAND ARE NOT ILLUMINATED TO
AN EXTENT OF PRODUCING MORE THAN A DIFFUSE SHADOW
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CAD FILE
HARRISON PSP
REVISIONS
SCALE 0 10 20
~
111 = 20 FEET
DRAWN BY:
CHECKED BY:
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
C-3
39.0
38.0
37.0
36.0
35.0
':"
34.0
SECTION A-A
HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=2'
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3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
\
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37.0
6' HIGH CHAIN LI K
FEN
36.0
RETAINING W
DESIGNED BY OTHE S
33.0
32.0
31.0
30.0
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CONCRETE MES
INVERT ELEV.=29.95
s
-"-"-'---'--'-
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CONC. RIP-RAP
CONC. BOX CULVERT
INVERT ELEV.=27.87
\
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CONCRETE MES
INVERT ELEV.=31.31
\
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(APPROX 1.5' HIGH)
EXISTING DRIVEWAY
APRON TO BE
REMrntED AND THEN
'{~ SODDED
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STORM INLET
GRATE ELEV.=34.58
N.INV.=32.02 (18"RCP)
S.INV.=32.08 (18"RCP)
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PROPOSED DRIVEWAY
APRON TO MEET
CURRENT CITY OF
CLEARWATER CODES
PR PERTY
L1N
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TOP OF BANK
(DITCH)
................
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STORM INLET
GRATE ELEV.=36.65
N.INV.=34.22 (18"RCP)
S.INV.=34.37 (18"RCP)
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40.26
EXISTING STAIRS TO BE REMOVED
CONCRETE INLET
S.INV.=38.46 (4" CLAY)
S. SLOT ELEV. =39.48
W.INV.=38.67 (12" PVC) '\
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ALL POND
AREA TO BE
:SODDED
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HORIZ. SCALE: 1"=20'
VERT. SCALE: 1"=2'
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HARRISON PSP
REVISIONS
SCALE 0 10 20
~
1" = 20 FEET
DRAWN BY:
CHECKED BY:
PROJ. MAN,:
JOB NO.
DATE: 2008-02-27
SHEET NO.
Benchmark:
CLEARWATER BENCHMARK B..()6
EL. = 53.14' N.G.V.D., ADJUSTED TO
EL. = 52.26' NAV.D. M.S.L. = 0.00'
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3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1.800.432-4770
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
\
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APPROXIMATE LOCATION OF
EXISTING 4" C.!. SAN. SEWER ~
FORCE MAIN. CONTRACTOR TO
FIELD VERIFY SIZE AND LOCATION. ~
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CONTRACTOR TO COORDINATE
CONNECTION OF FORCE MIAN
WITH CITY OF CLEARWATER
UTILITY DEPT.
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DRAWN BY:
CHECKED BY:
PROJ. MAN.:
REVISIONS
JOB NO.
DATE: 2008-02-27
SHEET NO.
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LAND5CAFE NOTES:
I. PROPOSED SHRUBS WITHIN A VISIBILl1Y
TRIANGLE MUST BE MAINTAINED TO A
MAXIMUM HEIGHT OF 30 INCHES.
IRRIGATION NOTES:
I. AUTOMATIC PERMANENT IRRIGATION SYSTEM PROVIDING
COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER
LANDSCAPING MATERIALS SHALL BE PROVIDED AND
MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO
PRESERVE THE LANDSCAPING IN A HEALTHY GROWING
CONDITION.
2. ALL IRRIGATION SYSTEMS CONNECTED TO THE PUBLIC
POTABLE WATER SUPPLY SYSTEM SHALL INCLUDE A
BACKfLOW PREVENTER AT THE SERVICE CONNECTION.
3. ALL IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO
MINIMIZE SPRAY UPON ANY IMPERVIOUS SURFACE, SUCH AS
SIDEWALKS AND PAVED AREAS.
4. ALL IRRIGATION SYSTEMS SHALL INCLUDE A RAIN
SENSOR/SHUT OFF DEVICE TO AVOID IRRIGATION DURING
PERIODS OF SUFFICIENT RAINFALL.
5. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN
THE DRIPUNES OF EXISTING TREES UNLESS ROOT
PROTECTION MEASURES ARE PROVIDED.
G. IF AVAILABLE, RECLAIMED WATER SHALL BE USED FOR
IRRIGATION PURPOSES.
INTERIOR LAND5CAFE AREA CALCULATION
10% OF THE VU.A.
V.U.A = 14,G98" 0.10 = 1,4705.F.
PROVIDED: 1,488 5.F.
TREE REMOvAL LIST
OAKS: 24", 27", 18", 14", 14" (fOTAL 97" REPLACEMENTS)
PALMS: 13", I 2", I 2", I 3", 10" (fOTAL OF 5" REPLACEMENTS)
EXISTING TREES TO BE SAYED
OAK (/90" TOTAL)
42", 3G", 22", 20", 12", I I", 10", 10"
CAMPHOR ( I 7" TOTAL)
9",8"
PALM (219" TOTAL)
I 2", I 2", I I", I 2", I I", I 0", 10", 5", G", 9",
8", 14",G", 12", 15", 15", 18", 10"
PROPOSED PLANT LEGEND
SYMBOL
Q1Y.
COMMON NAME
BOTANANICAL NAME
Shade tree
lG
Oak, live
Quercus vlrglntana (QV)
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Accent tree
/ 0 Crape Myrtle
Lagerstroemla mdlca (U)
5h'ub&
o
2G5
Walter VIburnum
Viburnum obovatum (VO)
o
Dwarf Yaupon Holly
!lex vomltorla (IV)
45
Gound cover
+""+++++++
+++-+++-++-
+++++++++
++'\"+"f'+++
+++++++++
334
Parson's JUniper
JUniperus parsonll (JP)
~_____ f30tanlncal Name Abbreviation
VO
23 ~ _ Quantity
existing Tree Legend
G)c~<:' Oak
ib
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Carrphor
Falm
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Tree to be removed
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
FOR THE LOCATION OF
UNDERGROUND FACILmES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT lOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FUllY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND All UNDERGROUND UTILITIES.
CONC. BOX CULVERT
INVERT ELEV.=27.87
CONCRETE MES
INVERT ELEV.=31.31
SPECIFICATION
2.5" Caliper, lOfT heIght x 5-G' Spread, 30 gal.
2" Caliper, 8 FT height x 5-G' Spread, 30 gal.
I 8"-24" heIght, 24" min. spread, 3G" o/c, 3 gal.
18"-24" height, 24" min. spread, 3G" o/c, 3 gal.
24" o/c, I gal.
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STORM INLET
GRATE ELEV.=34.58
N.INV.=32.02 (18"RCP)
S.INV.=32.08 (18"RCP)
STORM INLET
GRATE ELEV.=36.65
N.INV.=34.22 (18"RCP)
S.INV.=34.37 (18"RCP)
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,..-
~
.~
.-,
0\
EXISTING STAIRS TO BE REMOVED
CONCRETE INLET
S.INV.=38.46 (4" CLAY)
S. SLOT ELEV. ~39.48 'fS",G
W.INV.=38.67 (12" PVC) , \?!',,:
50""!'\.
\>'.,
: .
" \
.
. . \
.. .
. \.
. \
LAND ALTERATIONITREE PRESERVATION NOTES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION.
DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES IT SHALL BE UNLAWFUL TO REMOVE
VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION
MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPUNE OF A TREE TO REMAIN
ON THE SITE UNLESS OTHERWISE APPROVED BY COUN1Y.
ALL TRIMMING ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE
IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING
STANDARDS.
GENERAL LANDSCAFING NOTES
REVISIONS
/ . All plant materials to be Florida Grade # / or better quality, Installed to highest nursery standards.
2. Mulch to be RECYCLED WOOD MULCH. Mulch shall be Installed to a minimum of 3" thick In all planting areas.
3. Mulch material and/or drought tolerant ground cover or shrubs must be used In landscape areas.
4. Sod to be 95% weed free: ARGENTINE-BAHIA
5. Sod to be Installed With tl~ht JOints, rolled and fertlhzed at tIme of installation. All areas of the project site disturbed durln~ construction shall be sodded unless
speclncally labeled otherWise. All areas Within the project limits shall be prOVided With sod or other speCified groundcover.
G. All dImenSIons to be field-checked by the Landscape Contractor prior to construction, With any discrepancies reported Immediately to the Engineer.
7. All permits necessary are to be prOVided by the Installing contractor unless otherWise speCifically stated In the speCificatIons.
8. Carefully review the Landscape 5peClflcatlons. The Installing Contractor Will be held responsible for all Items contained there.
9. ReqUired tree barricades and erosion control measures must remain mtact throughout construction.
SCALE 0 10 20
~
111 = 20 FEET
DRAWN BY:
CHECKED BY:
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
C-6
NOTES:
CONCRETE MASONRY WALL CONSTRUCTION
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed
of concrete block (8"x8"x16"). Materials used should be
consistent with those used in the construction of and
architectural style of the principal building. (Section 3-802
Materials)
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-.O-WALL (or
eqUivalent) at 16' O.c..
4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
b.) Existing: maximum 6'-0' high replacement materials can
be made of the some materials as long as they ore mode of
approved opaque material.
2.) FOOTINGS
8"x16" concrete w/2- #5 continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6"x6" / 10xl0 welded
wire fabric (W.W.F.), 3000 P.S.1. with fiber mesh reinforcing.
4.) CONCRETE FILLED CELLS
With 1-#5 vertical rebar tied to footer steel at each corner and
every 4' O.C.
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place 011
masonry in running bond with 3/8" mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence contractor).
6. Coarse grout sholl conform to ASTM C-476, w'ith 0 maximum aggregate size
of 3/8", 8" to 10" slump, and 0 minimum compressive strength of 2,500 PSI at
28 days.
7. Minimum 3" X 3" clean-out holes (sow-cut) are required at the bottom course
of 011 cells to verify grout placement. Clean-outs sholl be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole
6" into concrete for rods. In asphalt provide 0 3/4" P. V.C.
sleeve, 6" long, or equal.
8. Prior to grouting, the grout space shall be cle.an, with no mortar projections
greater the *", mortar droppings or other foreign material. All cells sholl be in
vertical alignment, and shall solidly be filled with .coarse grout os specified.
9. During placing, grout sholl be consolidated with flexible cable vibrator. First
grout pour sholl be stopped 0 minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
8.) BOLLARD
3'-6" high, 6" diameter steel pipe bollard filled with concrete,
painted traffic yellow, imbedded 3'-0" deep in 18" concrete
foundation. (See Detail)
CITY OF CLEARWATER. FLORIDA
PIUBlIC WORKS ADMINISTRATION
ENGINEERING
2
08/16/04
4/9/02
DAlE
DRA\IW'I BY
E.A.
CHECKED BY
D.M.
DESIGNED BY
T.G.
DAlE
6/01
INDEX NO.
701
301'3
Rev. Notes
B.V.D.
Rev. Notes
R.G.
DUMPSTER ENCLOSURE
NOTES
1
REV.
DESCRIPnON
M'P.
14'-8"
Tie beam with
1-#5 rebar continuous
. I . I I I. II T. 1 I .
l6" dia. Steel bOIl:dS
~ .1:l cone. Filled (typ)
) ~
12'
clearance min.
swing gate (typ.)
f-
10'-S" f-
C~
~~l (
~I
Q)~
g-a, .
Via.
1 -
"-1-#5 at 4' center
6'
u
c
o
u
,r-drop pin
J (typ.)
48" f-
Max f-
<D
12'
clearance min.
Grade
Grade
14" ,
.~.
r 8"J
J
Looo
6"J-
. ..
00
f
'"
8"x 16" concrete footing
w/ 2- #5 rebar (typ.)
__ swing gate (typ.)
p.s.L concrete slab with
fiber mesh reinforcing -
nnonolithic, min 6" thickness,
61"x6"/ 10x10 W.W.F.
4'
Min.
L
~
&'
o
'-
ELEVA TION
N.T.S.
PLAN
N.T.S.
drop pin hole
(typ.)
CITY OF CLEARWATER. FlORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
2
8/16/04
4/9/02
DAlE
DRA\IW'I BY
E.A.
CHECKED BY
D.M.
DESIGNED BY
T.G.
DAlE
6/01
INDEX NO.
701
IOF3
Rev. Notes
B.V.D.
Rev. Notes
R.G.
APP.
DUMPSTER ENCLOSURE
SINGLE
REV.
DESCRIPnON
.//
/SURFACE COURSE
BASE COURSE
SUBBASE
NOTES:
HEAVY DUTY PAVEMENT TO BE
USED FOR ALL PAVEMENT IN THE
PUBLIC RIGHT-OF-WAY.
CONTRACTOR TO REFER TO THE
GEOTECHNICAL REPORT.
SECTIONDESCRIPnON
THICKNESS
LitPbt DDtv Hean Datv
Surfaee Course
Type 8-1 or 8-3 Asphaltic Concrete with minimum
Marshall stability of 1500 lbs. compacted to at least 95
percent of the maximum Iaboratorv Marshall density.
1.5
2
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
Base Course
Limerock having a minimum LBR of 100 and
compacted to at least 98 percent of its modified Proctor
maximum dJy density (ASTM 0.1557). If the bottom
of the base will be within 18 inches of the seasonal
high groundwater level. then a moisture tolerant base
will be ~.:...d or underdrains must be installed;
Subbase
Stabilized to a minimum LBR of 40 and compacted to
at least 95 percent of the modified Proctor maximum
dJy density (ASTM 0.1557). Stahilizalioll may not be
required if a moisture-tolerant base is used
6
6
6
s
TYPICAL DRIVE SECTION
NOT TO SCALE
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTlY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
rEx. Sidew. alk
1: 12
1: 50
'. . ._ _Max _ Max
;..,~ '.;:;. .~. ~1':::- ,.- . ',: .:'~>-;.'.:.;.;l~,';"f. r: :'~..;. ~; -:~::"': ..r....~~. '.. _' '.
j 1> ':,~"':-': ..,:."~
Proposed ;'
Access Ex. Curb J
Proposed
Bus Stop Pad
>-
<(
~
w
>
~
o
~
o
J
<(
"2
~
o
I-
W
W
~
I-
(j)
(j)
(j)
o
~
o
Ul
Q)
'':
~o
->
o
~J:.
Q)-<J
-0]2
(fj3:
'r---R/W Typical
.1:l
L..
J
--
~ 1.0' Typical
Sidewalk
Width Varies
SECTION "A-An
N.T.S.
/Curb
l
NOTES:
50' Min.
1.
Bus Stop Pad may extend from existing curb to or through
the alignment of existing sidewalk.
2.
The Bus Stop Pad will follow the same slope and will be
flush with the back of curb.
The maximum slope across the long dimension of the Bus Stop
Pad (perpendicular to the curb) must be a maximum of 1: 50.
When field conditions do not allow a 1: 50 slope, the minimum feasible
slope sholl be provided, not to exceed 1: 12.
Paved access to the Bus Stop Pad from the sidewalk
must meet City of Clearwater sidewalk standards and ADA
standards with a maximum slope of 1: 12 and level rest
stops no more than 30 feet apart. Location of access will
be field determined. Slope of parkway area adjacent to
Bus Stop Pad will be field determined.
Bus Stop Pad sholl be a minimum of 6" reinforced concrete the
same as concrete driveways.
3.
Q)
c
:.:J
-<J
o
..J
r R/W Typical ~
- A
..
.!:
~
Co
.. A
BUS ST8P PAD
N.T.S.
&
4.
5.
6. Bus Stop Pad shall be centered as close to lot lines as possible.
Existing bus stop signs may need to be relocated accordingly.
& 04/01
REV. DAlE
NOTE 3
DESCRIpnON
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
""
CONC. WALK
RAMP DO~
SEE INiiEXNo. 109
CONC. WALK
RAMP DO~
SEEiNi5EX NO. 109
b
~
V
rr:~4 V
~\\;;d ~. /
5'~ rJl
I 5'-0. I
29'-0.
,. (nAC"-) lJl
12'-0.
.
o
I
<0
o
--
12'-0.
HANDICAPPED
STALL
DET AIL
NOTE:
All pavement markings to be thermoplastic.
REV.
DAlE
DESCRIPnON
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
1 1'-0" t
lit: /~
~<O
~
----, I
0;
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON l/a" THICK SHEET
ALUMINUM
BLACK BORDER
& LETTERS
WHITE BACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
10
BLACK BORDER
& LETTERS
WHITE BACKGROUND
$255 FINE
F.S. 318.18
0;
ALL LETTERS
1" SERIES "C"
z'-!
:;1
1nq
~
-./'- -- - 2" HOT DIPPED GALVANIZED
n STANDARD WEIGHT STEEL PIPE
,A\AI\I, '41 ~Il/\l/ \V\IA\
I _
....... :...........;. .id,".1 I~' .......;.)/.... "
"- . ,. .. . ...
.....-. .: .;,........: .:... .,; I I '.,
~ ,.. .'w'" ..' .-
;, ,. :-': .:~.~.,>. '.: '. '.1 I
'ill-III .~) I. .~.:. -II r~11 I .----a"X2'-6" CONCRETE MASS.
== . ., I 1.-" - FINISH TOP OF MASS LEVEL
_111_ I I . ~ /1- ~ WITH A SLIGHT RAISED WASH
-:.,. I APPROXIMATELY 1/2" ABOVE
- ..J I. '.. - 0; LEVEL OF TURF/SOD.
[jj. '.1 1 ;d'.
.~ L..J .~
. .1
. .
. '"
. .
. ..'<:1 .'. .
~ 8" }
SIGN
. ... . "l:.. ... . ,
ir '..' : ",iI ~.. :',
... .. ... ..
. ..... ....
;,"": :......il..-. :'.
iJ... ... : '.. ... ..
0;
HANDICAPPED
DET AIL
12/99
Updoted Fine
REV. DAlE
DESCRIpnON
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RFN
REDRA\IW'I BY
TJ_t.I
CHECKED BY
W.J.S.
DESIGNED BY
T.C.J.
TYPICAL BUS STOP
PAD DETAIL
APP.
;--;'~"i
'r;:i~~'
mz
.'.,0,5
i;,~,j
;f~/;
I:':;;
"., /60 WIDE TRAFFIC "-'illE
;.;;: STRIPE (TYPICAL)
g,/!
),,"<'
)..',::'"
..,[
:,;;;:.,
\,-\
~-,f;';
UrA
\,],'"
\-7':
;:',,::~'i
"",".
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
APP.
REDRA\IW'I BY
A.C.
CHECKED BY
M.O.
DESIGNED BY
M.G.
TYPICAL DOUBLE
HANDICAPPED STALL
CITY Of' CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
M.G.
APP.
REORA\IW'I BY
A.C.
CHECKED BY
M.a.
DESIGNED BY
M.G.
TYPICAL HANDICAPPED
SIGN DETAIL
D~lE
2'95
INDEX NO.
109
3OF3
D~lE
5/99
INDEX NO.
118
2 OF 2
D~)E
5/99
INDEX NO.
119
1 OF 1
.. ........e~
~..... '100<', GV
~'O o~..\~ 1 ~....... 3' Transition
..j.'lJ . ....~ ~($ ~ I
<? 0: i:( '5 "," ~~ r.-- ~
(l- "e ~ r.Jr~./"'/
.~ ~v -"
A ~~ A Back of Curb
t ~ . I' Non-Slip surface require-
'YYY r ~ ments, see Note 8.
I
~I ~
-
NOTE: Wings only if
Side Slones Reauire.
Remove Curb if Existing
Exist Cone Drive
~ Max Slope
k'
1/2" Exp.
t Alternate 1: 12 Max.
Access Routes~ ~
I' .1"~"1 ~ ~\. . '.'
4.0' Wide Min. \.~ . .... ~ -::.. :'~:~:
1: 12 Max. Slope --- ..' ::. .--;., ... - :.~. V/ 'l./
. .' ........ .', .." [,~ '
... ..'....:.... ,]~ MJ~.
Bus Stop Pad -- t// ~
B St S. 'l/ 'l/
us op Ign -----4 V"';::: ~
B
t
u
c
o
u
Q)
.1:l
~
~
I P,~.,h / R.O.W. Un,
,
~ Conc. Sidewalk
B
PLAN VIEW
CX-
.- 0 0
~ ~ a.
. - 0
~1~
Remove 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
~,,~ Max Slope ~ Textured Surface :'.!>,:.~~'J
r9 z( 1/2: E,p~ns;a: ~;nt'. \ ':~~;;n;a a~nsawc"t
SECTION A-A
NOTES:
1. Provide tooled joints at distances matching the width. Also
place expansion joints' at driveways.
2. If some physical obstruction exists which prevents the placing
of sidewalks as shown, contact the Engineering Division for
alternate location.
3. Wooden and other spacers will not be permitted in sidewalks or
drivewa ys.
4. No coatings of any kind will be permitted on concrete
sidewalks or driveways without specific approval of the City
Engineer.
5. All concrete sholl be 3000 psi min. @ 28 days, with fiber
mesh reinforcing.
6. Concrete surface to b,e light broom finish.
7. Concrete driveway construction sholl be 6" thick w 6x6/10x10
welded wire mesh reil1lforcement.
12"
-----.J 1"
--: II
~: :"'<'.',,<. ". '<:;'<-:,:]. l:'..";':'..'::: " ;".:.....1.
/............. . ,..,..-..... '~
Joint . - .. 7 I ' .' .. 6': '. 1/2" Exp.
12"
1" L,--- Max Slope
~
t4"
Joint
TYPICAL DRIVEWAY CROSS SECTION
E.1:l
o L..
L.. ::l
_u
It
4' Min Residential Street
5' Min Arterial Street
l' City R/W
2' County R/W
1/4" per Foot
..
:,,-4:''', .:~~~.'.~ .....~......:.:.........-...
Back of Curb
3000 psi conc 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7.
SECTION B-B
8. Ramps sholl hove 0 tactile surface, textured to a depth not
exceeding 1/8" by use of tamp or roller in conformance with
requ~ements of FDOT Roadway and Traffic Design Standards,
DetOlI 304 or most recent modifications.
3
4/9/02
1/95
2
11/93
DAlE
REV.
Rev. Notes
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
R.G.
added note
REDRA\IW'I BY
J.C.J.
CHECKED BY
T.C.J.
DESIGNED BY
C.M.H.
1 OF 3
D~lE
1/93
INDEX NO.
109
modified curb cut
JWR
APP.
DESCRIPnON
FOOT Type S-3 Asph. Cone. patch to
be 2" min. thickness or match existing
for thickness in excess of 2"
/
~ Patch 711
T+2" (8" Min. I- Replace Base f-j
Compacted Thickness) I /
~ I
~ / / / / / / / /7-777
........:..J.. ..~....
. :' ..... .,. '.. '''. '.. -
.:. . - '. . ..' .'.-., :"'.
R:~~;~~'~a~a~:i/'~ ..
approved by the ~
Engineer per City W
Article 22 _ 6" 12" Trench
Width
Varies
..x.: ~ Undisturbed
Compacted ",. .N6O<:
Backfill ./D~ ','.
T=Thickness of !!.A
original Base
Resurface full width of
street on longitudinal
installations
T;' ". .'..,
.' . "
.' ,,' .
,
~.
,
Undisturbed Exist Base
12"
6"-
Trench Side
ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
1 4/4/2002
REV. DAlE
~~
1.'
tt)il)
5' . ~~~.
tt)il) IQ~I)t"
. >\tt~ ~QI St
tlQ1 .
St.
<0>
Grass Planting or Other
Non-Walking Surface~
6"
4'/5'
4' Min.
Monolithic Slab
If this point is
within 4' of an
existing joint,
then replace
to the joint.
.,.
3,000 psi Fiber
Mesh Concrete
\
: ~<I' <I
/
~
'.T.' ..
...
"!
-
<I
41 ;" . A
/:a .~L'V / /' .,
,"{.{ ,~~ )<1"
~.J."y>: "
, Existing Concrete
'V/,("-0'~Y~V1(~
7 %;~~
~~~
1:*
~
,~
18"
Min.
W
Trench
Width
Varies
1S"
Min.
"^ ~Undisturbed
Compacted ,... :(
Backfill ....-/' [Jd ~ ~
, ~~
:/.: /</
'A: ~
?~ ~ ~
~Y.... p"//Y,lj //'9:/
,'\(",,,<<~~~"'v.
Trench Side
T=6" until W exceeds
6', then T=8"
CONCRETE REPLACEMENT REQUIRED
FOR UTILITY CONSTRUCTION
Rev. Notes;
RemoYe Sheet 2 of 2
DESCRIPTION
CITY Of' CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STREET AND DRIVEWAY
REPLACEMENT FOR
CONCRETE & ASPHALTIC
CONCRETE SURFACES
REDRA\IW'I BY
Novo
CHECKED BY
G.LB.
DESIGNED BY
C.M.H.
P~!E
7/92
INDEX NO.
104
1 OF 1
G.L.B.
APP.
CONC.
SIDEWALK
Match Existing if
Existing Sidewalk
~
Grass Planting or other
Non-walk;n,?
6" 6" Vertical Curb
in Transition
C'a
~c:'
-\-
.-f.!Q., <0
~ <"'; '--
C'oo? -/;.s. /-~ ~
0$'.... <'" =--
"-"-<:-: .-<' ..... /
C't'" OC>. CJ
00$' CJ ~~ ~
'% V--<:s ....6>0$' <9
C'<5>O$' qf!. ~
O$'o~ ...oOk'QO"-6>
<5>~ qf!.
e:>-?t'"
~
~~
~+
Exist. Type I
.::...:~ .....y
Z/
If "x" is less than 4S" then
the slope of the flared side
shall not exceed 12: 1.
ISOMETRIC VIEW
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
BACK OF SIDEWALK
I~~
FLOW LINE
8 ------ I
ELEVATION A-A
NOTES:
1. Ramps are designed tOithe
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/S" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Troffjc Design Standards, Detail 304
Or Most Recent Modifications.
REV.
4/14/95
1/95
DAlE
RAMP CURB
II
~
\?'
'<....
'"
<' ""
'-VJ
/'
!
curb/
I.Remove Back of curb../ '" Flow Line
if Existing
RETURNED CURB RAMPS
VALLEY GUTTER CURB
\
CONC. RAMP
1 "'
.. .' j
\4"
~;
'4
/llJl
.". 11
. . .
'.
" .
/" Textured Surface
/"'
..,
.. .
.' .. <I .-
.<1 .
12: 1 MAX.
SECTION B-B
IsometrIc view redrawn
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REDRA\IW'I BY
P.W.D.
CHECKED BY
T.C.J.
DESIGNED BY
C.M.H.
Added note
D~lE
1/93
INDEX NO.
109
DESCRIPTION
APP.
2 OF 3
Cl
Z
-
a:
w
w
Z .~
-u
Cl+-'.
Z C .....
W Q) en
...J a <(
- 0 Q)
>-00
0- Q) 0
~~
COw
a:-cu
<C C M
~~o
o ~
:J:
I
o
..J
...J
1ft
~
01'-
I'-co
~I'-
~
Q)-Jo
cu..O)
"5> ci) v
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CAD FILE
HARRISON DETAILS
REVISIONS
SCALE 0 0.5" 1"
~
DRAWN BY:
CHECKED BY:
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
C-7
A
t
6" Underdrain
I \
Sand Grown
Sod
~I/
Sand Filter Medium Per Section
902.13 F.D.O. T. Standard Specification
For Road And Bridge Construction.
Uniformity Coefficient 1.5 Or Greater.
Effective Grain Size Of 0.20 To
0.55mm In Diameter. (Typical)
)(/.
0(1) o'bo~ 8 ~(j)0"00 gCboo
000~00(() 000 ocP~ooogO 45. 6" P.V.C. Underdrain
o ~~ ooogo o~o oao 00 A.S. T.M. 03034, 1-
'<t 00 00008 F 949 Or Equal L.ll
I 18" I ~ As Approved By
~ City Engineer.
A
t
-
-
B B
t t
. .~. ':"'. :'. ..... .~ =.-
...--....... ", -.". ".,
. .". '. . -. .
.: .- :. : ':". :'.~. ..:.....' ".:.': ". ."
'.- ....... ~ .': -. '.' .... .-
. :.' ..-:.. . -:.:- ~ :',-;' :.....: "'<:
. ..' . - - .
. ......: :...' ',- '" ~~ .: ..-::. :: ...
Outfall Structure I
DETENTION POND
N.T.S.
Line trench and cover aggregate
with unwoven filter fabric.
(Mirafi 140-N or equal.)
1/2" Min. Filter
Aggregate
12'
Max.
24'
Max.
12'
Max.
SECTION B-B
N.T.S.
- -
- -
NOTES: 1) FOOT standard underdrain is
acceptabl,e with 6" minimum pipe.
2) No ADS pipe shall be used for &.
underdrairn on City projects.
~Q/
~_o/
6" Underdrain
SECTION A-A
N.T.S.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
N10VO
B. Barker CHECKED BY
W.J.S.
APP DESIGNED BY
. R.C.S.
UNDERDRAIN DETAIL FOR
DRY DETENTION AREAS
DAlE
3/00
INDEX NO.
217
1 Of 1
&.
5/03
DAlE
Add Nates, Chg. ASTM
OESCRIPllON
REV.
TERMINAL END
UNDERDRAIN
CLEANOUT DETAIL
CLEANOUT
...
"'1 .' .. :
.(0':"18"
.. .
<lI . '4
.' .
n.t.s.
'.
...,.
r Brass Cleanout Plug
r8"
u .':.(~'~~~~<<<v
t
18"
'/<"<'&A.u-.t<7'~V/.J i'>~"
'7~ "~x.'~' .! .,''-
.L.-
18" Square
Concrete Pad, .All
8" Thick
~
Two-6" -1 /16 (22~.) Street Els
,~
K
/ 6" or 8" Cemented Cap
ASTM D3034-SDR 35 6" or \
8" PVC Underdrain (Refer to
Plans for Diameter)
~ -Flow
6"
'/
'-
6" or 8" X 6" PVC Wye (Gasketed)
~
1. Cleanout Faces Downstream.
2. All Cleanouts are 6" Only.
Note:
1-1'''1
~
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
E.A.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TERMINAL END
UNDERDRAIN
CLEAN OUT
(STORM)
oJ
~J ;f
...,
Iil *
REDRAWN BY
I3I.V.D.
CHECKED BY
G.L.B.
APP. DESIGNED BY
R~.J.M.
DAlE
1 0~i02
INDEX NO.
221
2Of2
1 12/02 Revised Detail
REV. DAlE DESCRlPll0N
~
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
11
~II 11!l1.~
..... ~ =-
-~
~II Iql.~
..... :.
2" Boll Valve~
:\'I
Hose Bibb ~~
3/4" Galvanized ~
III
;&C
iii;
TEMPORARY BLOWOFF
AND SAMPLE TAP
2" Galvanized ~
\!
r\
2" corporation~ ~
'IIf't9l6I'
Topping Saddle
-
u ~
~.~ tEl ?~!
--+--
~ i2
~
~
~e:L.
~ ~\
~
U
TOP CONNECTION
Ei~
~
~
~
::::"J
~
l ~~
~
Restrained 2~
Topped Plug
~
END CONNECTION
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REDRAWN BY
B.V.D.
CHECKED BY
DAlE
06724/91
INDEX NO,
408
2 OF 2
REV.
APP. DESIGNED BY
G.C.H.
DAlE
DESCRIPllON
Overlap
across
filter material 18"
top of aggregate. \ Backfill trench with select
1 L .. iL" pervio~ material.
.,y/~~~~,\% xxx'~;Jx~xl:< x ~~~~~'Y/'-'
,'\(",~ ''\5.~>8S x x x "?<vx. x Xx x x ~>:Y>> .
'~Y/ X ones x x /...~
. ~ x :: x x xx x :. >>-,:
'~ ~ ~
~ F 0 00 0 ~ 0 000 ~
!, 0 0 0 0 0 0 ;0..."
~ 0 00 1 2" 0000 /):
, 00 0,.., ~ ~
00 0 oJ Oo~o )
____ 000000 000 c
--- oOOlno 00 0 0
07 0
gOOC/ffi'\ 00 .~
, ~ --+--) u:
~ ~OOOd~ ;. 0 ~o !j.
'Al 'J~.oo 00 0 .~
/-:;; 0 00 0 00 o. 0 0 :A
~ 0000 6"0 00//;0...'
<<~ 0 0 0 oo~<<~.
;"'~;o... ,.,,~, ;0...' '......" ;0...'."">> 0-
'~~W>>>~~~
Perimeter of aggregate
to be fully wrapped with
Non Degrading Fiberous
Filter Type Material as
Directed by Engineer,
Mirafi 140 N or approved
equal.
- Filter aggregate for underdrains shall be as
specified in the FDOT Standard Specifications,
Section 901 - Course Aggregate. and shall
be either #6 or #57. If #57 IS used, it must
be washed and screened to remove fines.
The aggregate may be stone, slog, or
crushed gravel.
Unless otherwise noted,
underdrain pipe shall be 8" min.
diameter PVC with perforations
down - See Technical Specifications
for details.
TYPICAL SUBDRAIN SECTION
NON-ROADWAY
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
UNDERDRAIN
DETAIL
NON ROADWAY
REV, DAlE
REDRAWN BY
B.V.O.
CHECKED BY
R.F.G.
APP. DESIGNED BY
M.D.Q.
~A~
3/00
INDEX NO.
219
1 OF 1
OESCRIPllON
~O. Compacted Fill
~l plan fa, ~;~I~~Ma' ~_",s,& Sad fJ~
'-:: 6" - ........ ..... -:..".<"....""-. ~~/~.--
--'~~~ ~ ~~
X t, #8 A~chor R~ ;/~J ~i
-'.; 10 O.C. .,;;.~.;. ~
===--r Filter X At Each Joint ..,..".~. ~
-----?~~ per Detail ~~ ~
-- - - f ~~~ / ~'\."'?>.,~",,'~~"</."'<A'< ,,'
;...~ Y
Y?S: ..c, ~,:,''<.'-''
<~ -:;';.' 3' .
j l' M,nTfUter ~ ~a~';, t:~ 15' 6'
_0 I Y 18' 10'112' 14'
See plan f~
Elev. ELEVA Tl0N
-~I ,,', ',' ",~l~l
p 4 4! d ..,' .
: . . . ." .: . .... '4..,
~ ... . .:-'.~ ". .: '." ..
~ ~.~. ',,' ...~. ."..: . ....:T. ~
. h : .' ~4
"'4 . . A -., . .
I 1 5/8"
JOINT DETAIc-J
~
>,'~'.:: '!; ~~:~'~:1: .:'1<. \.:<:'::':'<:;',;:;)
,.-.. ,..,
......~-~: !..~'..,.'.:.....' ", ......
1illf
~i :
.- ~
N .-
?':"';'i.':"" ~., ':"
, ..,~" ~
....,f-. .' ........
.' .' :~7 If)
1 7/8-;;& . .: T:. ~.. .: lO
tl--T . ~f----: .4 <tI
-
-
I
Anchor pile replaces
Cone. anchor when
Specified by Engr.
-
I
~ I I- 16" ..,
J---fl~< -- " . 21<2l "
.' : i . '. ' . . . 2 1/2
. 00 -...' ~
. .. .1 '0.. f ' : ..'J: Clear 12"
l-tI..,. I") .- _~. ~ .: '. "f=~ (4)#4 Bar I.. ~ I
.. ... I---'- ~ ." -~
'. -~ ,',~ I 53/16" No ""':.'1"
- :NCHOR ROD DETAIL (4)" Bar ;",' ~.", D~~L (4)"~'" ~"" '.!>o
Continuous -I- " '
- .' fT .: i . : .,.: <s .
.~. . ~. .
..'f ANCHOR .'1' . ...... _'-
",.;:. io DETAIL T; 2 1/2"
I NOTE: L-J I Clear
;..,
Preformed - . '..
Exp. Joint '.' . .
48' O/C '1'.-
"'.~.
1
." ..~:".. ~ .' '..~. - :"... ......-.....: ."
2 1/2"Clear
t (Typical)
h . . .>. . .
y (."."..."......"..."..."".-,
:....,f--~ 1"1'......:
:l I:8J l . I:8J "
_~.!.:J t \"'l"L
w
. f
J! '.
-1
j
. r.-
.... ."
\ ,"
#8 Anchor Rod w/
2 Coots Bitumastic
10' On Center (Typ.)
All concrete to be
3,500 p.s.i. at 28 day
cure, with fiber mesh
rein forcin g.
REDRAWN BY
D. King
R.G. CHE~J.~. BY
APP. DESIGNED BY
D.G.S.
,d:- ;,
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
RETAINING WALL SYSTEM j>;~
Typical For Clwr. Harbor, INDEX NO.
Channels & Ponds 229
NOT FOR GULF BEACH USE 1 Of 1
.. . .;
-'T
"/9/02
DAlE
Rev. Nate
REV.
DESCRlPllON
Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyethylene W
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Threaded Corporation Stop
MUELLER H15008
or approved equal
( TAP AT 45. ANGLE)
~~J..
Saddle required on
4" P.V.C. only
\ Water
W Iron service saddle
Ford FC 202 senes
w jstainless steel band
or approved equal.
--- ~c..:.::.
--"""'..tft ,0." ..' .
~. ~.""...::
f'/: ~?~.:..
( , / .-'
'X'" .
/ "J f~
~~
-
Water Main
CHLORINA TION
TAP
W 3/29/05 Chg. Service Saddle
W 8/7/95 Chg. Se,.,;ce Tubing t)l>e
REV. DAlE DESCRIPllON
SER VI CE
CONNECTION
~
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D.
CHECKED BY
L.M.M.
APP. DESIGNED BY
R.S.F.
R.S.F.
DAlE
06/25/91
INDEX NO.
408
1 OF 2
CHLORINATION TAP
G.C.H.
DETAIL
NOTES:
1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O. W., APPROX. 4 FT. BACK OF CURB
UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS SHALL
NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED AND PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE
TESTING AND CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES.
&5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO MAINS.
6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36".
& Threaded Corporation Stop
MUELLER B-25008
or approved equal
(Tap at 450 Angle)
/
-
~
--
I
-
~
&
Cu rb Stop
MUELLER H24350 or Ford
B43-332-WQ with Lock Wing and
Compression inlet (3/4" or 1" use
meter swivel nut, 1-1/2" or 2" use
FIP outlet) or approved equal
&
Water Service Tubing
Driscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
& Iron service saddle
Ford FC 202 senes
wjstainless steel band
and epoxy coated
ductile Iron body or
approved equal.
{ '- /
~ \ /:x:
~'-
-
Water Main &
W
&
5/9 '05 REV. CURB STOP. CORP
r STOP, SADDLE NOlES
3/29/05
Chg. Service Saddle
REV. WA 1ER SERVICE
TUBING TYPE
OESCRIPllON
12/22/9"
DAlE
REV,
P.v.C.
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
~L
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
R.F. ENGINEERING
REDRAWN BY
B.V.D.
GCH CHECKED BY
L.M.M.
APP. DESIGNED BY
R.S.F.
R.S.F.
DAlE
01715~/92
INDEX NO.
401
1 OF 3
WATER MAIN SERVICE
CONNECTION DETAIL
~I ~ Megalug Restraine, (Typ,)
~
(~
Ebba 1500 Series (Typ,) ~ : Y
ll.
ON ALL TEES. A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI TEST PRESSURE.
8" PVC MAXIMUM SIZE USED IN SYSTEM
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBB A IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
VALVE
TEES
BRANCH
28
47
66
DEAD
END
46
65
85
11.25
2
3
4
22.50 45
4 9
6 12
8 16
90
21
29
38
REV. DAlE
DESCRIPllON
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D
CHECKED BY
THRUST
RESTRAINING
DAlE
9/02/99
INDEX NO.
403
1 OF 2
APP. DESIGNED BY
G.C.H.
,...
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~
CAD FILE
HARRISON DETAilS
REVISIONS
SCALE 0 0.5" 1"
~
DRAWN BY:
CHECKED BY:
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
C-8
?
EXTRA STRENGTH FilTER FABRIC ~ .
NEEDED WITHOUT WIRE MESH SUPPORT ~
? . ..
.
.
STEEL OR . ~
WOOD POST '" .?
/~
v"""
....../ -
Z\1
FLOW
-
FLOW
::;.....;---
_c /
- ~}, / ~
--- ......""" ~
----r......//
~/
\V
_ fLOW
-
-
-
10' MAX. S~NG WITH
WIRE SUPPORT FENCE
6' MAX SPACING WITHOUT
WIRE SUPPORT FENCE
~ PONDING HT.
'/ FILTER FABRIC
. ATTACH SECURELY
TO UPSTREAM
SIDE OF POST
RUNOFF
.- PONDING HT.
IV'
,<
STEEL OR
WOOD POST
36" HIGH MAX.~
,
I'
.~
1
9" MAX.
(RECOMMENDED )
STORAGE HT.
T
RUNOFF
."
C: . .
.. '. i.">":j.
.....\:.~:.~
.,X .. r
~.( . .
i-- :
GRA VEL
T
~I' \4"' 6" TRENCH
WITH COMP ACTED
BACKFILL
v
12" MIN.
12" MIN.
v
STANDARD DETAil
TRENCH WITH NATIVE BACKFILL
ALTERNATE DETAIL
TRENCH WITH GRAVEL
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT
WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3. SilT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING
EFFICIENCY.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SILT FENCE
REV. DATE
DRAWN BY
N.S.
CHECKED BY
B.G.
APP. DESIGNED BY
~~!E
7f02
INDEX NO.
607
30F 3
DESCRIPllON
SKIMMER SEPARATION = 6" ~
SKIMMER TOP EL.=38.43
GRATE ELEV.=37.93
SKIMMER TO GO
AROUND ENTIRE
CONTROL SmUCTURE
10 GAALUM.
SKIMMER OPEN
TOP & BOTTOM
SKIMMER BOT. EL.=37.43
1. Set Stakes
2. Excavate a 4" x 4" Trench
Upscale Along The Line Of Stakes
6' Ma)(.
---
/'" .
___________ -./ I)IV-- ( ......
~r,~ l~.
,~ ...........
~~ 1- ]
,~ h.. /'
'"'-<:~'.
--'" '.
4;~~' 4;'
..... ...
4. Backfill And Compact The
Excavated Soil
3. Staple Filter Materiial To Stokes
And Extend It Into The Trench
~i;.'1It ......
- /t.e': <.' f
/""
~~."'.
~f.\H',\.0i'"
..}'('. .", ".
',>,:,;>"~.., ~' ......
. >./ ;x ~:.: (
'. %/'x-{. . ".';r~,.
.. .'~ .:,< (
. ,
. '~ : .
':~.>i .
,~
:.s.
Sheet Flow Installation
(Perspective View)
;::;."
o
o
<:;
o
" . M:;:~ /
-"'!.i/?
,.. 7;~
A~
....., .:"
.' .
b
.0
]B
Flow~ r
[
....
<' : ".
~ I),
. .... . ~.,.;.:~. .... ...... .... r.
Points A Should Be Higher Than Point B
Drainage Installation
(Front Elevation)
CITY Of CLEARWATER. fLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A fiLTER
F ABRlC SILT FENCE
REV. DATE
DRAWN BY
M.C.
CHECKED BY
B.G.
APP. DESIGNED BY
~~!E
7'02
INDEX NO.
607
201'3
DESmlPnON
SKIMMER SEPARATION = 6" ~
GRATE ELEV. 34.52
SKIMMER TO GO
AROUND ENllRE
CONTROL STRUCTURE
10GAALUM.
SKIMMER OPEN
TOP & BOTTOM
~,\fj)
r~.~
q..~
~~
CONTROL STRUCTURE DETAIL POND A
SKIMMER BOT. EL.=34.02
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
FOR THE LOCATION OF
UNDERGROUND FACILITIES
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
~~ ~t!J-.rF
>:>~~~.~'v
CONTROL STRUCTURE DETAIL POND B
SPACING OF POSTS
TO BE 6-10 FEET APART
I"
2' MIN.
h
FILTER FABRIC
MA TERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
\
WOOD OR
STEEL POS~
1
..... ..'
10 INCHES
(MIN)
~
I'^
)~
...
<
_'-_.1
),.~ '.
, .
APPROXIMA TEL Y 8
INCHES OF FilTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
/.
~
~~'r;;,;;
, , ,
,
, ,
RUNOFF
.
v
APPROXIMATE
4-INCH BY
4-INCH TRENCH
REV. DATE
112
Slope
~
1.4 --'
S_ --'
--:
f--
I--
I--
f--
-
-
--
-
-
Eliminate Turf Blocks.
t, Use the WANE 1ree System
iI'1liillf the cost with better results.
FIL TER FABRIC
MATERIAL
7
..
"- ~,
..
!J
~ '"~
'1
?i ~
-.-;.:', ;
f7.~ ::
::J:' J
~j
-C'
BACKFillED TRENCH
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
~ i
ATTACHING TWO SILT FENCES
.
.
td.'..
..
L..:J
If. -----
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
.
II j'.
i I
These units have been used
throughout the United States
since 1972 in city sidewalks,
roadways, parking lots,
theme paTks and
private home sftes.
~,~ ~-
Vle"'J our complete brochure at wane3000.com
~t.\,'6"r .. 4li
... . 'I'
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREA TE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
....
DIRECTION OF RUNOFF WATERS
t t t
~-
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
~ ""
CITY Of CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INSTALLING A FILTER
FABRIC SilT FENCE
OESCRlPllON
DRAWN BY
BVO
CHECKED BY
8.G.
APP. DESIGNED BY
~~!E
7'02
INDEX NO.
607
1 OF 3
o
x
A
DIIIEIISIOIIS AND tlJAIITITIES
II
H. S~ rile DoubI. TrlDl.
;:= Po P~ It P1ae
.--
G
B
c
F
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Quad.
PIDe
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iii'
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4.
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4./f
n
~ 6 .- ~6 ~
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;.- Jl':Y' ~ ::i:/T,I.! :: = ~
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it)
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CofII:nfe SIafI. 3- Or ~. TItItJt. II
Relnfon:etl "lilt WfIF 6i6-"l.4d/.4
nr VIEW-SIIISI.E 1'IPE
Q
--
I~
I! ~ I''''__~
No Pipe Joint PenIIItted
Unl... 'till By The Ent1Ineer
H.
E
*slclpe.
.4 &Ir.
A1Id For As Pipe QJIwwt
F f PIpe TD Be InDIudetIIJnder Unit Price For IlI#enJd End Set1IltJn J
SECTIDII
..",
EliJmm,M'e sidev.ra!k gia.tes-
use a 8'" W.~\.N.iE. unit
iltmling the soil beneath
tJle j)4'Jing al1(1I~$$fning
the trip haza rd.
li',
i
-.
. r.
,.
I I I
. I .
N
5i- CONCRETE SLAB fCY J II
S,,,,,. DotM. Tripi. Quad.
P~ Pipe PI". P~
SODDING
51"". DotM.
PItke Pipe
':- f-
..~ ...,
n.1:I!. n.QQ
,,..,.
'.7"
9.91
9=
~.'fn
~-
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IUJB 5.54 B.IB I
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g Ii'l'
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=- ""
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f, ... t
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(so. YO$. J
TrI/lI. Quad.
Pipe Pipe
II S.. Bentlffll Note No. 3.
See SIreIIt 5 Of 6 For 3- SIr* fUlntffl..
. Va.,.. IIhtIwn for etdImt1tI", pipe quttntm.. _ DrfI for
Infontrl1tlon onlY.
8 E
6 6.'12' A 68 DIINflllIons permitted to alkM ,.. of 8' 6fIJIIlIt1nI pipe lengII&
<> 10.40' <>10.10' DIINflllIons permlttlld to fllltIw us. of IZ 6fIJIIlIt1nI pipe IfIItIJfI&
6 <> 0tItrtJn1te IIItIb iIhIIl/be defl/1fNltld to form br" fItXUIJ DrGWII of pipe. See IIfI(JfItJn below.
ti9
74
BO
B!i
SKIMMER TOP EL.=35.02
lJtNe/ed Or Round CornenI
in
I
1
-_--1-
.........
~
/-1
-r--==-'::::::- - --
I 1
I
----------
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-=- -=- -=- -=- :::::-....... - -
------
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)
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1"-='::::::---1-
1
I
~~
Concrete SIr*, 3- Or 5'- Thlct. II it)
RelnftlnJed With 'II'11F &6-'111.4xV11.4
~tI\"
nr VlEW-IJULTlF'LE F'lfIE
NOTE,S.. llheet 6 for detullll tIIId notu.
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.
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el_
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2008 FOOT Design Standards
CROSS DRAIN MITERED END SECTION
SINGLE AND MULTIPLE ROUND CONCRETE PIPE
I..8st
RevIsIon
02
Sheet No.
1of6
5'StId
1.4 1l1ter. To I PI". For PJP!16 .. And SmtIller,
112 FtIr PI".. 2:f And LtItpr.
112 1l1ter. TD I Pipe For PIpes.- And SItIaIler,
I" For P/peII 24- And LtItpr.
Index No.
272
o
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CAD FILE
HARRISON DETAILS
REVISIONS
SCALE 0 0.5" 1"
~
DRAWN BY:
CHECKED BY:
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
C-9
O.C. SPACING
l~t1~~Gh-
4~~~:r1~~1?E~t:r?-I
l:4Vj~;4'Z~4'Sl~4;Z~~
4:r1-~:~~~~~~'f~
t;( ~4 ~7w ~ ~4 ~t{ *- ~4 Yu ~ ~4 y}~, ~
~ ~+2t ~+2t ~+2;;t~-y~~+2;;t~j~~:-2;;t~j
~ ~ ~ ~v ~v
~
{J
4'"
Cl
O'
MULCH
ALL SHRUBS/GROUNDCOVER
TO BE "TRIANGULAR SPACING.
SEE PLANT UST FOR (D.C.) SPACING.
--,
1/2 O.C.
SPACING
24-
PLANT SP~~
DETAIL
(24" OFFSET)
CLEARWATER INDEX No. 903, SH. 2 of 2
Rev. 8/05/05
N.T.S.
REV.
DAlE
D.C. SPACING
6{~G~~~
· ~tijt~W:twtt,
.~:4Y" ;4Y~4'Z~4)t"~~
j~~~~~:tj:t:Jtjt?S;)}~~
~ ~i} y" ~ ~i} ~(}~\ ~4 y" ~ ~4 Y>I ~ ~
~ ~+ 2;;t~~l: ~+ 2;;t~~~ ~+ 2;;t-<?-y~ ~+ 2;;t~-y~ ~~ 2;;t-<?i
j}j ~~~j ~~J ~..}j ~'J
~
~
rJ
0,"
c,.
O'
PLANT SPACING
DETAIL
(NO-OFFSET)
CLEARWATER INDEX No. 903, SH. 1 of 2
Rev. 8/05/05
N.T.S.
1
REV.
8/05/05
DAlE
MIN. SETBACK
FOR SHRUBS &
GROUNDCDVERS
BACK OF CURB / BED UNE
DESCRlPlION
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRA llON
ENGINEERING
PLANT SPACING
DETAIL
(24 OFFSET>
_.
REDRAMiI BY
PWD
CIElCED BY
TMK
DESIGNED BY
TMK
- AlL SHRUBS/GROUNDCOVER TO BE
lRlANGULAR SPACING.
SEE PLANT UST FOR O.C. SPACING.
1/2 O.C. SPACING
MIN. SElBACK FOR
SHRUBS Ie GROUNDCO'o'ERS
BACK OF CURB / BEO UNE
CHANGED SE1Ilo\ac
DESCRlPlION
BASE OF LEAF BUD
BASE OF HEART /NUT ~
OF PAUl ::;/
--
~
x
z
=>
I!:
~~
!
u
At
~
~
."
3 WORKING DAYS
BEFORE YOU DIG CALL
SUNSHINE STATE ONE
CALL OF FLORIDA
1-800-432-4770
llLLED AND LOOSENED
N"lIVE SOL BACKRLL,
15~
~I!!
~~ ROOlB"'-l........_
FERllUZER TABI..E1S
AS SPECIFIED. PLACE
UNIfORMLY AROUND
ROOT MASS BE'IYEEN
MIDDLE AND BOTroM
OF ROOT MASS.
iD
~.
-1
*
1UK
APP.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISlRA TlON
ENGINEERING
PLANT SPACING
DETAIL
(NO OFFSET)
REDRAMiI BY
PWD
CHEtlCED BY
TMK
DESIGNED BY
TMK
CABBAGE PAUlS MAY
BE HURRICANE CUT
All OlHERS MUST
HA\IE FRONDS lIED
W/llIODEGRADABlE
S1RAP OR lWINE
,
__ ~TRUNK SHAU. BE SlR....GHT AND
A 'MlHllUT CURVES, FREE OF SCARS,
. __ BURNMARKS AND 80015
~
~
~
~
-
-..
~
-..
~
~
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE
SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCAllON OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
1
REV.
8/06
DAlE
Additions Ie corrections TMK
DESCRP1ION _.
t'"
~
~
-~-
~
TTT
MIN. 3 lIlES lHE WlDlH
OF lHE ROOlB"LL
NOlE:
STAKING I: GU'nNG REQUIRED RlR
PAlM, IF NECESSARY, OR AS
DlREClED BY u.NDSCAPE ARaIl1ECT.
5 LAYERS OF BURlAP,
5 - 2"x4".'6" WOODEN B"TtENS,
CONNEClEO 'MlH 2-3/4- S1m. BANDS.
OR APPROVED ALlmN"TE
REMDVE BURLAP AND ALL lIE M"lERIAL
FROM T'lHE TOP 1/3 OF R0018AI..l.
2"X4" WOOD BRACE (3 EA. MIN.)
NAil. 10 BATTENS I: STAKES
WA lER RING (6" W1DlH I: HEIGK1)
PROVIDING A W"19 COI..l.EC11DN BASIN
~
-
- (3) 2">I4"x36" WOODEN STAKES
Y' MULCH LAYER
EllISllNG UNDIS1URlIED SOl.
j,
PALM PLANTING DETAIL
FOR THE LOCATION OF
UNDERGROUND FACILITIES
CLEARWATER INDEX No. 904, SH. 10f 1
Rev. 8/21/06
N.T.S.
CITY OF CLEARWATER, flORIDA
PUBLIC WORKS ADMINISlRA TlON
ENGINEERING
PALM PLANTING
DETAIL
REDRAWN BY
PWl)
CHEa<ED BY
n.tK
DESIGNED BY
1UK
I-
I
HEIGHT
FERllUZER TABLETS AS
SPECIAED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
,,:~;~~~;~
-',':(':,,: .....~:".:~
;<:y'/"-.!,""
~
;.... PREPARED PLANllNG SOIL
~
"'t::".x_"'-;
,
~
'^V
EXISTING UNDISlURBED SOIL
3 TO 5 liMES WlDlH
OF ROOlBALL
SHRUB & GROUNDCOVER PLANTING DETAIL
CLEARWATER INDEX No. 905, SH. 1 of
1
Rev. 7/15/99
N.T.S.
DAlE
8/05/05
INDEll NIl
903
2OF2
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISlRA llON
ENGINEERING
SHRUB & GROUNDCOVER
PLANllNG DEl AIL
REV.
DESCRlP1lON
_.
REDR"MiI BY
PWD
CHECKED BY
TMK
DESIGNED BY
TMK
DAlE
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, 199B 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 Agriform 20-10-5 tablets as per the manufacturers specifications In
conjAnction 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 soli. It shall provide a good pliable and thoroughly
mixed medium with adequate aeration, drainage and water-holding capacity. It shall also be free of 011
extraneous debris, such as roots, stones, weeds, etc.
6. All planting oreas shall receive a 3'" layer of rec)CIed 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 actuol 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 port of the Landscape Contractor at the time of bidding.
11. The Landscope Contractor shall be responsible for securing 011 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 sholl be no additions, deletions or substitutions without the written approval of the City Project Manager.
15. The Landscape Contractor shall guarantee, in writing, plant survivability for a periad 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 material 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 ore to be provided by the installing controctor unless otherwise specificolly stated in the
specifications.
19. No contractor identification signs sholl 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 ore unnecessanly disturbed during the landscape installation shall 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.
DAlE
7/15/99
..DEll NIl
903
lOF2
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
GENERAL LANDSCAPING
NOlES
REV.
_.
REDRAMiI BY
PWD
CHECKED BY
TMK
DESIGNED BY
TMK
DAlE
IlESCRlP1lON
FERTILIZATION NOTES
SHRUBS AND TREES
All trees and shrubs sholl be fertilized with "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit backfilling.
Tablets shall be placed uniformly around the root mass at a depth that
is between the middle and bottom of the root moss.
APPLlCA llON RATE:
1 Gollon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
4 - 21 gram tablets
Trees:
Palms:
3 - 21 gram tablets each 1/2- of caliper
7 - 21 gram tablets
GROUNDCOVER AREAS
All ground cover areas shall receive fertilization with "Ozmocote" time
release fertilizer as per manufacturer's specifications.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISlRA llON
ENGINEERING
FERTILIZATION
NOTES
REV.
REDRAMiI BY
PWD
CHECKED BY
TMK
DESIGNED BY
TMK
DAlE
DE!iCRlP1ION
_.
D"lE
3/30/00
INDEX ND.
904
1 OF 1
DAlE
7/15/99
..DEll NO.
905
1 OF 1
DAlE
3/30/00
INDEll NO.
906
lOF3
DAlE
7/15/99
INDEll NO.
906
3 OF 3
A
TRUNK SHALL BE MAINTAINED
IN A VERllCAL POSllON
~ --
-<:' =- .~
--7 ~~
INSTALL TOP OF ROOT
~~~~-4- ABOVE FINISH ~<~ Y
3~ MULCH LAYER
(1' OVER ROOT - -............
B~~ ~_
ROOT BALL:-"SSc..:' '). t\".d',<
PLANllNG HOLE SHALL BE..,... ,< ..,s> .."'/;"',
2' LARGER THAN THE: ... .......<~...".)..
ROOT BALL DIAMETER - ............ ....... :.'
:::-- ....,
"".-- ~.. ~ .. '.,...
--<-.:. .: .); ~'. ............ .....'
",'.i'<>. ...)~
#12 GAUGE WIRE AND
PROTECllVE RUBBER HOSE
2~X2. WOODEN STAKE
FINISH GRADE
PREPARED PLANllNG SOIL
EXISllNG UNDISlURBED SOIL
COMPACTED SOIL TO
MINIMIZE SETTLING
PINE TREE PLANTING DETAIL
CLEARWATER INDEX No. 907, SH. 1 of 1
Rev. 7/23/99
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRA liON
ENGINEERING
REV.
D"lE
REDR""'" BY
PWD
CHEacED BY
TMK
DESIGNED BY
TMK
PINE TREE PLANTING
DETAIL
DESCRlPlION
_.
SPREAD
NOTES:
1. All. WOOO SHAll. BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2. CROSS llES SHAll. NOT CROSS OVER WOOOY ROOlS.
3. R~OVE All. SlRlNG &/OR WIRE WRAPPED AROUND lRUNK.
4. RE~OVE All. SlRAPS. ROPES, WIRE, Ie/OR STRINGS USEO TO LIFT lHE ROO'TBALL
5. RE~OVE All. BURLAP Ie/OR WIRE FROM lHE TOP OF lHE ROOT BALL
&6. TOP OF Roo'TBAll. TO BE SET lEVEL WllH SURROUNDING FINISH GRADE.
...... 00- 0-
v ~o.
o
&~ Q
17 9"0- b.r' b.
~t ~~j gg,>
~ ~~' ~~
I~M"'if~$~. ',bYZtrlt::Xf}fo-
~~~~v
MULCH 3" FROM TRUNK
MULCH 3" DEPlH
"0
HEIGHT
2-X2"X4' STAKE~
. i
--~~~T
2-2.5" -=:7...
DRYWAll. SCREWS
llu..ED AND
LOOSENED NAlIVE
SOIL BACKFill.
~:WATER RING (6" WlDlH Ie HEIGHT)
~PROVlDING A WATER COLLECTION
BASIN
FERlIUZER TABLETS AS SPECIRED.
PLACE UNIFORMLY AROUND ROOT
~ MASS BElWEEN MIDDLE AND
fI/ .....'.'.. : BOTTOM OF ROOT MASS.
/- '.. ...~UNDISlURBED SOIL
2-2"X4" STAKE W/LONG TAPER
MIN. 18" INTO UNOISTURBED SOIL
v ~.,,--~
~ ----
.
ROO'TBAll.
5', I.
,: J... .;.
? I>ie, :. ,.. ~-\..
~O 5 11MES lHE WlDlH
OF lHE ROO'TBAll.
---
....- --Tlll.ED AND LOOSENED
."---... .. . /.... . N NAATIVE SOIL BACKFIll.
.'~2-X2"X4' STAKE
TREE PLANTING
DETAIL
CLEARWAlER INDEX No. 9D8, SH. 1 of 1
Rev. 8/16/06
N.T.S.
CITY OF CLEARWA lER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
& 8/06
REV. DAlE
REDAAWN BY
PWD
CHECKED BY
TMK
DeSIGNED BY
TMK
TREE PLANTING
DETAIL
Additions Ie correctIons TMK
DESCRlP1lON ","P.
HARDWOODS
PINES
DRIP UNE
SPECIFlCAl10NS WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 ORIPUNE
B. CONIFERS Ie SABAL PALMS - ENlIRE DRlPUNE.
2. UPRIGHTS - NO LESS lHAN 2- X 2- LUMBER.
3. HORIZONTALS - NO LESS lHAN 1" X 4. LUMBER.
4. BARRIERS SHAll. BE ERECTED AROUND All. PROTECTED
lREES AND PALMS, AND INSPEClEO BY C1lY
REPRESENTATIVE BEFORE CONSlRUCllON BEGINS.
5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGlH
WllH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND
3 FEET ABOVE GROUND.
6. BARRIERS TO REMAIN IN PLACE UNlIL All. PAVING,
CONSlRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA.
FURlHER INFORMATION MAY BE OBTAINED FROM lHE LAND
RESOURCE SPECIAUST AT 562-4741.
ORIP UNE
o
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U
~~-~
[
1-<:
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-0
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- 'llT y
ENTIRE DRIP UNE
b~
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.-
.-1
/ UPRIGHT
~ UPRIGHT
:i
~
j,J ;.,
:i
~
;.,
'-..
'"
i' HORIZONTAL
HORIZONTAL
./ '-..
~
:i
SE
:i
~
~
~
'-
'--
.
TREE BARRICADES
CLEARWATER INDEX No. 909, SH. 1 of 1
Rev. 4/09/03
N.T.S.
CITY OF CLEARWA lER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REV.
REDR"MiI BY
PWD
CHEacED BY
TMK
DeSIGNED BY
TMK
TREE BARRICADES
DETAIL
D"lE
DE!iCRlPlION
_.
DAlE
7/23/99
INDEX NO.
907
1 OF 1
DAlE
3/3D/OD
INDEX NO.
908
1 OF 1
DAlE
4/09/03
INDEX NO.
909
1 OF 1
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CAD FILE
HARRISON DET LAND
SCALE
DRAWN BY:
CHECKED BY:
REVISIONS
o 0.5" l'
~
PROJ. MAN.:
JOB NO.
DATE: 2008-02-27
SHEET NO.
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SECTION 21, TOWNSHIP 29S, RANGE 15E
CERTIFIED TO: 1573, LLC
WAYNE C SEIFRIED
<:,0
~~
CONCRETE MES
INVERT ELEV_=30_09
RETENTION
POND
~~CD
J
Not Platted
I
I
~
EAST BOUNDARY OF WEST 1/2 OF
SE 1/4 OF SE 1/4 OF SECTION
21-29-15
CONCRETE MES
INVERT ELEV =31.31
STORM INLET
GRATE ELEV_=3458
N_INV_~32_02 (18"RCP)
S_INV_=32_08 (18"RCP)
I
STORM INLET
GRATE ELEV_=36_65
N.INV_=34.22 (18"RCP)
S.lNV_=34_37 (18"RCP)
'0 \j\,-'Q\~G
f-'?--C \~'- \-OC~\O:;.69
C O~~I'\<-O'i-\~~~ (.\...'"
~ ~\..O
'f\~\S'(\
FIRE HYDRANT
~
'\ '/)');
NOTE: This survey IS made for the exclusive use of the current
owners of the property and also those who purchase, mortgage or
guarantee the title thereto within one (1) year from date hereof.
NOTE: This survey was prepared without the benefit of a title search
and IS subject to 011 easements, rights-of-way and other matters of
record. Survey not valid without the signature and the original raised
seal of a Florida Licensed Surveyor and Mapper.
Flood Zone
X
COMMUNITY PANEL #125096 12103C0108H, REVISED 5/17/05
Basis of Bearings:
ARE BASED ON THE EAST BOUNDARY OF THE WEST 1/2 OF THE SE 1/4
OF THE SE 1/4 OF SECTION 21-29-15 AS BEING S.00008'42"W., PER
DESC RIPTION.
Benchmark:
CLEARWATER B ENC HMARK B -06
EL. == 53.14' N.G.V.D., ADJUSTED TO
EL. = 52.26' N.A.V.D. M.S.L. = 0.00'
c
E R T I
JOHN C. BRENDLA
Consulting
'-c)
ill
--+-->
--+-->
ro
.-i
0..
~c::t.
'b . ~
--+-->
o
Z
C.B. RETAINING WALL
(APPROX 1.5' HIGH)
----
.......
\
'" I
/
IT--- .......
-.......................
........"
"'"
"'\ I
\/
jX
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:::;;:~ I
~:S / / /
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5:~ / /
. ~
r---- _"'0 /
~b /
000 ./
____37.7? Ul......-
...- 0---
:---- - 0
........
"
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\
\
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tC'.:J 0.;y
w.",()-0
o,()~
fu
'fu
",'
Fie
A T ION
AND
Engineers and
ASSOCIATES, INC.
Land Surveyors
I hereby certify that the survey represented hereon meets the
requirements of Chapter 61 G 17 -6, Florida Administrative Code.
JOHN C. B RENDLA
Florida Surveyor's Registration No. 1269
Certificate of Authorization No. 760
JCB
4015 82nd Avenue North
Pinellas Pork, Florida 33781
Telephone (727) 576- 7546
Facsimile (727) 577-9932
LB 760
D
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N
NORTH BASIS:
ASSUMED
SCALE: 1" = 20'
A BOUNDARY SURVEY OF (O.R. BOOK 14115, PAGE 2048)
THAT PART OF THE WEST 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 21,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, DESC RIB ED
AS FOLLOWS: BEGINNING AT THE SE C ORNER OF THE NORTH 756.05 FEET OF
SAID WEST 1/2 OF SE 1/4 OF SE 1/4 AND RUNNING THENCE SOUTH 008'42"
WEST ALONG THE EAST BOUNDARY OF SAID WEST 1/2 OF SE 1/4 140 FEET,
THENCE SOUTH 74"12'9" WEST, 155.86 FEET TO THE NORTHEASTERLY RIGHT-
OF-WAY BOUNDARY OF COUNTY HIGHWAY #1 (ALSO HAVING BEEN ORIGINALLY
KNOWN AS STATE ROAD 15), THENC E NORTH 32036' 18" WEST ALONG SAID RIGHT-
OF-WAY BOUNDARY 280 FEET, THENC E SOUTH 79"56' 18" EAST 305.9 FEET TO
THE POINT OF BEGINNING.
LEGEND:
B. = BRAZILIAN PEPPER TREE
BC. = BRAZILIAN TREE CLUSTER
~ = CENTERLINE
C. = CAMPHOR TREE
C L. = CHERRY LAUREL TREE
CONC. = CONCRETE
(D) = DESCRIPTION
10 = IDENTIFICATION
IR = IRON ROD
LB = L1C ENSED BUSINESS
LS = L1C ENSED SURVEYOR
(M) = MEASURED
M. = MAGNOLIA TREE
MES = MITERED END SECTION
O. = OAK TREE
(P) = PLAT
P. = PALM TREE
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
SE = SOUTHEAST
SH_ = SHRUB
SHCL. = SHRUB CLUSTER
TB M = TEMPORARY BENe HMARK
'-xx_xx = TYPICAL SPOT ELEVATION
REVISIO
N
S
1t> ,,().
, (> '" FO
\ ~ ;::; UND 3/8"J
\ . \.l! \/1-33.30 (LS 4086) R
\ ,{\ - '-t I. ~~- -----~- '\ ~3324 ~A~t CONS<o.RETAINING
\ - "\- '(9. ,/ ,'t(- -- -- -':::-317 'l-
\ \, U' ,t' , / ~ ----- - _______~__-- "33.57",
)5\\ ::-::-'. , , =- '" -------
~\ j,\ . ~<:;; ,',' \ v ----__:O~--37 ~'2--___ II
c-::::':.: ""0- ~ \( ,,~ / '\ -- -~ -----__ c,'
. ":>C..:." ~ \ u 0 '0 ~o,' / 30 ,-:-_::--__ ----,,<1i~ END
" ':>\:' \ ~0 ~--'" ~<-:J' :::,., ------ -;;<b-'- - 0' . 33 UN OF WALL Tr /' CONCRETE MES
:r\\. \" '.' /-, // -;/ ":>.~^?:'~=-~-==/:.==_____=~1---~~____ ~'~~ ==- ~Qj --~tr===-~- 64 :;:~:OW_~N !~~ ~12"PVC INVER;9~LE~'=:9~~9:'18"
'~.: .' ~ ---...-...--.._ ------ ,,:>0.. /'....,.PVc ' - ~ 4'" -- . - 54'32" f 30590' ,,'0
, _ :),:X':,.: \' 1,.// ",_--4 I " , i,c).---.._---.-.-..-.-._==.------<:J~ / /II(/V.-30.22 )<: " ~---.':>,,~_~ --~<o''''~~,-,,,,, ..-.._,,() [305 86,((D) /~---" --- ~ - - - --- .......
:"0. .'\"& _,' "l ~~ -....-.-.-.... ----L ..L \() \ '- ----t1::1-<---- --<~ . M) ~ ......-.......
o:?W\~ _._ \_~):. : _ -/---"1 r", W ":> .-..-..-\:.-T;Z=-~-=:~--- ----~---- ,\" --- -____\::V':--.::~.~.--.-..-.. "D'C,' / \ CONCRETE MES - ./ POi h t "-
, , -, , " \~ ~. - ..-1.._._. \ -- - ___---------__' ~ -----_ ----_ "'-. --. I . ,INVERT ElEV =31 91 / S....t. of B "
.('.'_-'~<.~'\',.-.\..-: .\-- _ 0,1 ". " ----.. - -1------ \ .-' /' -______--;.,'15 ..-~.~"'__'_ ,;,c,'v , / OUTHEAST e .
.\. .- ,\:is;~ '" 9 ",', - /---_ / \ 1 1 ----~----- I ;.,< \ -5_ _ "5 -- '---.. .,() -)~ \ .,<. 756.05 F CORNER g1[1-n'
., "_ \~1f, -,- - _--__', '----__.:::_--->< "" \"', __------- ---- --- $.:_ j -------- \ -I--"~ \ -::::::::-Z;3':--=--"::"~' - __.-.;.d. ~'''' rNe5RTH SIDE 1/4 OF s~ET OF WES?F THE NORY: "lUg
':-.:, ' \:~1l', /- -, 'I. -1''< \ ,[ :';).')-, ~../.. ," - ,I -- \ (). ~ ---- -<----~ l ,c, '0 II.0P OF OITCH FOUN '- 1/4 0 1/2 OF H
. . -: VI! ~ ' ,__ ',~"./....... ,'l- - ,\:, /-- -- --_, ~ ------y""-"""f::..- I ---,_ ":lb __- __ ---':::'1~ - ~q,,--.-.. -'7---.-- ----- ,S,A ;;,<0 0 3/8"/R F SECTlo Sf \
;< 'Y,)", . _- '-._'.;;, "~;I:\0'". ",\ I -> ~.,< ~' I \-,.,,< ___ x. ",_ .L.~t:OOT \ ""\-\____~c, I I 32_____ _ ":>() / - ~--~----- _____ -_____ tr I 'S \,;,j---.,,"". .'<0 (LS 4086) N 21-29_75
CONe. BOX CULVERT .-/ ....'\ \-'\A:~ " ',,,:>'], {" _---- \ - ....... _ -;;5" E ,,7--- 33.__ -;----__....... .; ----_ ----__ ~-:-------- .-.. 'O~ \
INVERT ELEV_=2787 \: . -. - _: -::'_ '. \\?:~i1\.' \, ~-9~ /- ---_.1__----T- ~'I.' ,.:.;;n I \.......:::- ___ / - - - -7--=---::=-=--=;~--f.--___ 1:0--------===~---f----{l.m- ~_~-~.--.... -.--ti~ \
W::\., .,: .,:. \~\. "":>"''''\'' '~" ",I / I ":> \ w", I I .()- ,,:>"":;\r---'='::.'"'-=~:;.,=_===----_~"'S\. ,":>1 I -- ~---:;:'--JlYY._"j3~7I.. ;.0,-<:- \I"
;.c;>::<' -- .-.- \:": <: "I . \ '\ . \" -", ,,:>}~ --- A.":> '0 \ \ ,,:>":>' I '~,\ - --""'<."'--=:::::':-_~\:.r------------~/I _~J _______Q!I--GH-~ .L~>..... --:'---1L__ '-::> _.... ~ ~C4.93 ;"0,-<:-.'.
::;j. ~;.' :. :,:--. _..:::':;';,": "\, \- ~ ~ 0 I I ~ I ,,:>V:--~___-~____________-' .-';.c,. ~-..... :':l -- rpE-_c. :~1--8 pvc
(':.;.\:.~ .' '_\:J -\ '\ . /' \s :T'R' -EET' ']to;'" "" \, / \ ":i' ~ ) _1------=-----:::---=-~^T"==- :.-J--=--~=-_-_----~-ff-'b.O-..\:f/!?'~-\~--- ~ EADW;:Q::* .-_. _._~~V-=3S03
c"O','%;: _, '. '\ -<. ,;.. "?', \ ":'Je' ---- I - - -'- .... ,,,", " j - - ':.,.() '0
'<-\"'<1> 'SIGN ~ '" 0 _' ~/I:;,-------___ '-- ":> / I //--- I SOUH-t-S!fl€; ___ '-.~ - -~-'7 _ . T~ --..,\---,--'4'-
"i<-\. .' . "C. . ;;\/': . . ~ -.,.,<: \ / __~~ ")'6-.- ------___ ~ --- l' __/--- --- TOP OF DITCH ....... '" "",'J<",,'<' - -j-- :::,>--""=--",----36____<") .... 'J ) .~.
'- Q;:'; :"::. \ . , / / --- ----- /./ \ "- ~ ---" / :;y - - - / -- , / ""Q ",0,
\,c;::\ ;:;:_.__. : ~:-:'.\..':.:'.--- ..-<'. <{. \ \ I // ----34----------- / ."'----_\.. /~7 - - -._ "" ,,:>'0- / /
,; '\ 'B.~i \(,;, ..' - . .' - ~-* -~ .~ ............... ", / '" // / \ I / // '\ '-:;:--"ij;/ ./ /--T--:?f\,- ", " $V'- - /':J n.
': ._...-:'\;:.)_---,.-.--.\.:\'..-..~.:\.:-_. :..:.'- ~-\:(h&.;..'.:\.c::: t::\< . ~, --- ~ _' ---' /-/ / \ I I' \ " "," 0/ - //, / '~""\ "0: '
'\ '. "if\'\Z>--;:,'-:, . "\b-:-7~ id- . , " / A '" -, "j \ _/ ,,:>'1' ,,:>'\, \ ,,:>'0J I I .().
?C--\ ><7 -5<-;;::':-' 'i;j> ...,:, id' 'yo; ~ :.,:. (j> 'r. '" " "- -- "--- () / "'. X _--/ \ , I I f'
;~-;:(. %~~0.~;' \'-~~'0 'ra< '%\ :-.':.% . " . ....... // ./ DRIP , \ ,,:>"" / ":> I \ _----- / , \ : \ /
'.. . -A 'nr~' +:~? . . ~-'~~" .. ..:~.:,,- ", '---<,,- ....-. ......- LINE -\ /' I " "'. 0<-;:::::"\ / ________ / \, I \ "
~?h'*= ~ . - .- -'-'" .'_i .-.- <::-:/ ' , , k - -' - , ..... \ /r ~ - \' , ,
- ----- -'\--'- .- ;-.- ;;R~)"_"""".:\-'-" _ ,:-.-r.;.::--.,.-.."-:.: ':-:/ " A.'" , "j /' - I..... __ \/......- \ /...... \ \ ' ~
./'\ ::.: '-'1'-'fj.7-\_. . ..; .."1?s>.-,\;/" ~-',' '\ . ( :,\()',' ,,-. /' / . / /" \ ,/ i\
, i:?~Wd'-.:- .\- . ':I'~. \: ":>,,,' " - ./.. '\,~ / ........ )- 1'0 IJt.()......-j \ ......-,~\-. ~,\
iX:.:.:.. :Xd<. ;'.. ... j;:1~.::._\.~\ :-\! . . " \ I W,' ,,,:>,y--":',' ---~ ~kf'~' j \ / / '~ : '-_
," .. '''OV:' .: ::'i ..?'..:.-. --'I \ I '\ I / / W'n W ~. I I ,,:>'0, ~ J I \
:::;""::'-'~m:-'-':'.i"';";" :'- .:: .' - - '_'Y.. - . '- -;--\. ~:' " : / / / 11/' S{9 1,' \~ 'I
':." .'. :.,t\: '. " : \ /::,V I . I.: , . ,,:>'0', ,*--
'-:'_' ..\--., ..' . ".:- '..<< . , I \ ",'\- J ) /. / 1\ I '\ I I ~'< ..--
-\ - - . " '-"", " \ "j \ / / I _ y I:"
:/~: :.::: .~;:/\~>:~~. '" . \, \'" ~...'" ;' !,,~(/ / I \\ f / \ '-- II /,5 ! /' (/
i))\;'!Cl>::'~;/. c "':.\ >'>:~ \.,.>..,... -' _ '0 \ ":>~~, "":>"''? ........: "'~ / . --- I. ........ ./ Y ~ ~: I Il<<'
- ,- \":-:: -: -. .: - - - :~ \:'.----=.- \ ". - '". \ ',_ ....... : "j "..__ -"- / ------ ~ ___ II", - ,
- : : .... _ '. '- Y:": _ -:. \, ..... \, ----___ () --- -L. _' _ 1 DRIP /./ 1'--_---\. \
, :;::y. - - ~/ -_-::.'\ ~\ \. - --1-..>:0- "":>,,,', ' I LINE \ ./ I-
'. \:;.;.;:: \.::::,:, \. \\ iT. / . "":>"'''', ....... '-- ) ,,:>'0'\- :! \. / / f< -J?Y -:;::
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. /)., . :..:/'\t.:d:\ ~;%>...:"'~ ~r;:, ,~'--------/ "j! ! 'I'? / lv/I
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.::::.: .- -- - :':,:::-:\.' .< 9: \ \.'Q~ v 7'- I J I / Y
',;"" .-:.---;':'-.:.\":'--:-'a <"\.\'!. <'). \6',. __. /7~-:---\-, ....-~ -___ : I I _IX\\FACEOF--....
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No.
DESC RIPTION
DATE
3/10/08
1.
LOCATE OFFSITE TREES & SHOW DRIP LINES.
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