FLD2009-02002 - 2680 Landmark Dr - Heritage United Methodist Church - April 21, 2009
FLD2009-02002
2680 LANDMARK DR
HE TAGE UNITED METHODIST C U
PLANNER OF RECORD: WW
ATLAS # 222B
ZONING: I
LAND USE: INS
RECEIVED: 02/02/2009
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
CDB Meeting Date:
Case Number:
Agenda Item:
Owner/Applicant:
Representative:
Address:
April 21, 2009
FLD2009-02002
EA.
Heritage United Methodist Church at Countryside, Inc.
John Eveland, P.E., Hamilton Engineering & Surveying, Inc.
2650 and 2680 Landmark Drive
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
CURRENT ZONING:
Flexible Development approval to permit the redevelopment of an
existing place of worship in the Institutional (I) District with a lot area of
12.71 acres, a lot width along Landmark Drive (east) of 738 feet and
along State Road 580 (north) of 375 feet, a front (east) setback of 28.6
feet (to existing building) and 9.24 feet (to existing pavement), a front
(north) setback of 39.3 feet (to existing building), a side (west) setback
of 35.5 feet (to existing building) and 10 feet (to existing pavement), a
side (north) setback of zero feet (to existing and proposed pavement), a
side (south) setback of 44 feet (to proposed building) and 18 feet (to
proposed pavement), a rear (west) setback of 28 feet (to proposed
pavement) and 23 feet (to proposed dumpster enclosure), a building
height of 38 feet (to midpoint of pitched roof) and 404 parking spaces
(on- and off-site), as a Comprehensive Infill Redevelopment Project,
under the provisions of Community Development Code (CDC) Section
2-1204.A; and a reduction to the front buffer along Landmark Drive
from 15 to 9.24 feet (to existing pavement), a reduction to the north
buffer from five to zero feet (to existing and proposed pavement) and a
reduction to the west buffer from 12 to 10 feet (to parking spaces), as a
Comprehensive Landscape Program, under the provisions of Community
Development Code Section 3-1202.G.
Institutional (I) District
REQUEST:
CURRENT FUTURE LAND Institutional (1)
USE CATEGORY:
PROPERTY USE:
Current Use: Place of Worship
Proposed Use: Place of Worship
EXISTING
SURROUNDING ZONING
AND USES:
North: Institutional (1) and Low Medium
Density Residential (LMDR) Districts
South: Institutional (I) District
East: Low Medium Density Residential
(LMDR) District
West: Institutional (I) and Low Medium
Density Residential (LMDR) Districts
Place of Worship and
Detached Dwellings
Public School
Detached Dwellings
Place of Worship and
Detached Dwellings
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ANALYSIS:
Site Location and Existing Conditions:
The 8.63 acres is located at the southwest corner of Landmark Drive and SR 580. The site is L-shaped
and is currently improved with a place of worship (Heritage United Methodist Church). The church
sanctuary, offices, educational space and a majority of the existing paved parking are located on the
northern portion of the site. A main drive from Landmark Drive exists between the northern and
southern portions of the site providing access to the parking areas and buildings, as well as cross-access
to the adjacent Northwood Presbyterian Church. There is a one-story educational building on the
southern portion of the site, with paved parking on the north and east sides of the building.
The Northwood Presbyterian Church exists to the north and west sides of the subject church. The Leila
Davis Elementary School is located to the south of the subject property. Detached dwellings are
otherwise located to the north across SR 580, to the east across Landmark Drive and to the west of the
southern portion of the subject property.
Development Proposal:
The church has been master planning their campus for future improvements. The overall master plan is
to relocate all buildings to the southern portion of the site, demolishing the existing buildings and placing
additional parking on the northern portion of the site where existing buildings are now located. This
application is for Phase 1 of these improvements on the southern portion of the site, which provides for
the demolition of an existing one-story building and associated paved parking and constructing a new
two-story educational building in the center portion and a fellowship hall on the western portion. New
paved and grass parking spaces are planned on the west side of the fellowship hall. A temporary
educational facility of modular construction is planned on the eastern portion, with this temporary
structure intended to be removed once the new two-story educational building is completed. The location
of the temporary educational facility will be the future location of a new sanctuary (to be approved in a
future phase).
Loae prOVlSlons call IOr oTInging all parKmg ana landscaping into tUll compliance WIth Code
requirements. This proposal includes retaining the existing improvements (buildings and pavement) on
the northern portion of the site in their present locations. The proposal includes a front (east) setback of
28.6 feet (to existing building) and 9.24 feet (to existing pavement), a front (north) setback of 39.3 feet
(to existing building), a side (west) setback of 35.5 feet (to existing building) and 10 feet (to existing
pavement), a side (north) setback of zero feet (to existing and proposed pavement), a side (south) setback
of 44 feet (to proposed building) and 18 feet (to proposed pavement) and a rear (west) setback of 28 feet
(to proposed pavement) and 23 feet (to proposed dumpster enclosure). Under a Comprehensive
Landscape Program, the proposal also includes a reduction to the front buffer along Landmark Drive
from 15 to 9.24 feet (to existing pavement), a reduction to the north buffer from five to zero feet (to
existing and proposed pavement) and a reduction to the west buffer from 12 to 10 feet (to parking
spaces).
In fulfillment of the Comprehensive Landscape Program intent and in order to retain the northern parking
lot at its present constructed setback location adjacent to Landmark Drive, the applicant will plant a
hedge between the existing northern and middle driveways to screen the parking from view. The
proposal is to remove the existing southern driveway. The existing middle drive divides the property into
northern and southern portions and provides cross-access to the adjacent Northwood Presbyterian
Church. This existing middle drive is located at a zero-foot side setback to the common property line
with the Northwood Presbyterian Church. The proposal extends this main drive to the west at the same
zero-foot setback to provide access to the new paved and grass parking area on the west side of the
proposed fellowship hall. These new grass parking spaces will be at a lO-foot setback from the western
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property line. At this setback, the proposal includes a reduction by two feet of the perimeter landscape
buffer at this location adjacent to detached dwellings. Additional trees are proposed, in conjunction with
the required hedge, to aid in screening and buffering along this western property line.
In conjunction with the existing Northwood Presbyterian Church and Leila Davis Elementary School,
this church forms a large institutional land use area surrounded by subdivisions of detached dwellings.
This developed character will not hinder or discourage development and use of adjacent land and
buildings. The proposed buildings are consistent with the character of the adjacent church and school, as
well as the existing buildings to be retained on this property. The proposed redevelopment for Phase 1
improvements is otherwise impractical without deviations from the setback and landscape buffer
requirements, given the existing location of parking lots and drive aisles.
Floor Area Ratio (FAR): Pursuant to the Countywide Future Land Use Plan, the maximum floor area
ratio for properties with a designation of Institutional (I) is 0.65. For the Phase I area (the southern
portion of the site), there is 95,810 square feet of enclosed floor area proposed. The proposed FAR is
0.26, still way below the maximum allowable FAR.
Impervious Surface Ratio (ISR): Pursuant to CDC Section 2-1201.1, the maximum allowable ISR for
properties with a designation of Institutional (I) is 0.85. For the Phase 1 area (the southern portion of the
site), the proposed ISR is 0.58, which is consistent with the Code provisions.
Minimum Lot Area and Width: Pursuant to CDC Table 2-1203, the minimum lot area for places of
worship is 20,000 square feet. The subject property is a total of 375,922 square feet (8.63 acres) in area.
Pursuant to the same Table, the minimum lot width for places of worship is 100 feet. The lot width of
this site along Landmark Drive is 766 feet and along SR 580 is 350 feet. The proposal is consistent with
these Code provisions.
Minimum Setbacks: Pursuant to CDC Table 2-1203, the minimum front setback for places of worship
can range between i 5 - 25 feet, the minimum side setback is i 0 feet and the minimum rear setback can
range between 15 - 20 feet. The proposal includes a front (east) setback of 28.6 feet (to existing
building) and 9.24 feet (to existing pavement), a front (north) setback of 39.3 feet (to existing building), a
side (west) setback of 35.5 feet (to existing building) and 10 feet (to existing pavement), a side (north)
setback of zero feet (to existing and proposed pavement), a side (south) setback of 44 feet (to proposed
building) and 18 feet (to proposed pavement) and a rear (west) setback of28 feet (to proposed pavement)
and 23 feet (to proposed dumpster enclosure).
In accordance with CDC Sections 3-1202.A.3.a and 3-1401.B.3.a, based on the cost of the proposed
improvements and the current building value according to the Pinellas County Property Appraiser,
landscaping and parking for this property must be brought into full compliance with Code requirements,
including required structure setbacks. This application is for Phase 1 construction of improvements on
the southern portion of the site. The applicant at this point is retaining the existing buildings and parking
in their existing configurations on the northern portion of the site. Their future plans are to relocate the
sanctuary to the southern portion of the site close to Landmark Drive, demolish the existing northern
buildings and add additional parking where the buildings will be demolished. Until then, the applicant is
desirous to retain the existing parking lot in its present location at 9.24 feet from the front property line.
Staff does not have an issue with this, so long as it is improved with a hedge for screening purposes. Any
future expanded parking area and potential reconfiguration of this existing northern parking lot needs to
consider the location and health of the existing extensive tree canopy. The site's main drive (existing
middle driveway) provides cross-access to the Northwood Presbyterian Church and its constructed
location is at a zero-foot setback to the common property line between the two churches. Due to the
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costs involved and negotiations between the two churches, the applicant desires to retain this existing
drive in its present location. The applicant is proposing to extend this existing main drive aisle,
maintaining the zero-foot side setback, to a new paved and grass parking area on the west side of the
proposed fellowship hall. From a traffic circulation standpoint, Staff does not object to this reduced
setback, given its limited extension length and its present zero-foot setback to the common property line,
as well as the costs involved for limited benefit to both churches.
It is noted that new parking spaces are proposed west of the fellowship hall. These are both paved and
grass parking spaces. Places of worship are permitted a maximum of 85 percent of parking to be grass
parking, so long as the drive aisles are paved. The rear (west) setback indicated with this application is
to the paved drive aisle. The grass parking spaces are proposed to be located 10 feet from the west
property line, which requires a reduction to the required perimeter buffer at this location (see discussion
under Landscaping).
Maximum Building Height: Pursuant to CDC Table 2-1203, the maximum allowable height for places of
worship is 50 feet. The educational building is proposed to be 37.5 feet in height to the midpoint of the
main pitched roof, although the stair/elevator tower on the north side of the building is proposed at a
height of 48 feet to the top of the tower. The fellowship hall is proposed at a height of 36 feet to the
midpoint of the main pitched roof (this is a one-story building but appears to be two story in height, as it
is volume height). The proposal is in compliance with Code requirements.
Minimum Off-Street Parking: Pursuant to CDC Table 2-1203, the minimum required parking is a range
between 0.5 - 1.0 parking spaces per two seats in the main sanctuary, or a range of 163 - 325 parking
spaces (650 seats in the sanctuary). There are 170 existing parking spaces in the northern parking area
not proposed to be revised at this time. There are a total of 70 parking spaces, both paved and grassed,
proposed on the southern portion of the property. Between the existing northern parking area and the
new parking proposed on the southern portion of the property, there will be a total of 240 parking spaces
on-site. The church has an agreement with the Pinellas County School Board for church parking at the
Leila Davis Elementary School adjacent to the south side of the church property. The total amount of on-
site and off-site parking spaces exceeds the required amount of parking spaces. This parking agreement
with the School Board runs through September 23, 2010, is not recorded in the public records and does
not provide any notice to the City should it not be renewed (five year renewal periods upon approval by
both the church and the School Board). Since this off-site parking provides required church parking,
prior to the issuance of a Certificate of Occupancy for the new church educational facility this agreement
with the School Board should be revised to provide notice to the City and it should be recorded in the
public record.
There exist three driveways for this property. Under this proposal, the northern and middle driveways
are being retained, while the southern driveway is being removed. The existing middle driveway will be
the main driveway for this property, and while it bifurcates the overall property into northern and
southern portions, it also provides cross-access to the Northwood Presbyterian Church. This ingress and
egress for the Northwood Presbyterian Church has been recorded in the public records as an easement.
An existing cross-access driveway to the school to the south is being removed with this proposal.
Mechanical Equipment: Pursuant to CDC Section 3-201.D.l, all outside mechanical equipment is to be
screened so as to not be visible from public streets and/or abutting properties. A mechanical equipment
area is located between the proposed two-story educational facility and the fellowship hall. The
mechanical area includes a wall to screen views from parishioners and adjacent properties. Based upon
this, the development proposal is consistent with the Code with regard to screening of outdoor
mechanical equipment.
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Utilities: Pursuant to CDC Section 3-911, for development that does not involve a subdivision, all
utilities including individual distribution lines shall be installed underground unless such undergrounding
is not practicable. Overhead utility lines presently feed the existing building on the southern portion of
the site. Plans for this proposal indicate that new underground service will be provided, in conformance
with this Code requirement. Circumstances for the northern portion of the site, which is not presently
proposed to be revised, will need to be revised for compliance with this undergrounding requirement
when that phase of development is proposed.
Landscaping: Pursuant to CDC Section 3-1202.D.l, the perimeter buffers required are a minimum of 15
feet along Landmark Drive and SR 580, a minimum of five feet along the common property lines with
Northwood Presbyterian Church and Leila Davis Elementary School and a minimum of 12 feet adjacent
to the detached dwellings to the west. The interior landscape area requirement is 10 percent of the
vehicular use area and the Code requires a minimum five-foot wide foundation planting area where
buildings face roadways. The proposal includes a reduction to the front buffer along Landmark Drive
from 15 to 9.24 feet (to existing pavement), a reduction to the north buffer from five to zero feet (to
existing and proposed pavement) and a reduction to the west buffer from 12 to 10 feet (to parking
spaces).
In accordance with CDC Sections 3-1202.A.3.a and 3-1401.B.3.a, based on the cost of the proposed
improvements and the current building value according to the Pinellas County Property Appraiser,
landscaping and parking for this property must be brought into full compliance with Code requirements,
including required structure setbacks. This application is for Phase 1 construction of improvements on
the southern portion of the site. The applicant at this point is retaining the existing buildings and parking
in their existing configurations on the northern portion of the site. Their future plans are to relocate the
sanctuary to the southern portion of the site close to Landmark Drive, demolish the existing northern
buildings and add additional parking where the buildings will be demolished. Until then, the applicant is
desirous to retain the existing parking lot in its present location. Staff does not have an issue with this, as
the proposal includes screening this parking area with a hedge. There are existing trees within this
existing buffer area. Future phasing for an expanded parking area and potential reconfiguration of this
existing northern parking lot needs to consider the location and health of the existing extensive tree
canopy that is located within interior landscape areas. The main drive (existing middle driveway)
provides cross-access to the Northwood Presbyterian Church and its constructed location is a zero-foot
setback to the common property line between the two churches. Due to the costs involved and
negotiations between the two churches, the applicant desires to retain this existing drive in its present
location. The applicant is also proposing to extend this existing main drive, maintaining the zero-foot
side setback, to a new paved and grass parking area on the west side of the proposed fellowship hall.
From a traffic circulation standpoint, Staff does not object to this reduced setback, given its limited
extension length and its present zero-foot setback to the common property line, as well as the costs
involved for limited benefit to both churches. Future phases will re-evaluate these existing circumstances
in relation to Code requirements. The applicant is providing foundation landscaping along the east side
of the temporary educational facility.
It is noted that new parking spaces are proposed west of the fellowship hall. These are both paved and
grass parking spaces. Places of worship are permitted a maximum of 85 percent of parking to be grass
parking, so long as the drive aisles are paved. The rear (west) setback indicated with this application is
to the paved drive aisle. The grass parking spaces are proposed to be located 10 feet from the west
property line, which requires a reduction to the required perimeter buffer at this location. The applicant
is proposing as part of a Comprehensive Landscape Program to install the required hedging within this
buffer, increasing the number of trees within this buffer for screening purposes. Tree sizes indicated
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within the Landscape PIan Plant Schedule will need to be revised to meet minimum Code requirements
prior to the issuance of any permits.
This proposal is Phase 1 of a master plan that the applicant has been working on to redevelop the overall
site with new buildings and parking. The parking lot and existing buildings on the northern portion of
the site are not proposed to be redeveloped at this time, and future phasing will need to be re-evaluated
for any additional reductions or to maintain the northern parking lot in its current location.
Solid Waste: Solid waste facilities exist on the south side of the main drive north of the existing building
that will be demolished. The proposal includes a dumpster enclosure built to City standards in the
southwest corner of the site. The proposal has been found to be acceptable by the City's Solid Waste
Department.
Signage: There is an existing freestanding signage located adjacent to SR 580. There is a more recently
installed sign on the southern portion of the property on Landmark Drive. City records do not indicate a
sign permit for this sign on Landmark Drive and a permit will be necessary. There is also a directional
sign for Northwood Presbyterian Church on Landmark Drive at the main drive that provides cross-access
to that church. Signage may need to be brought into compliance with Code provisions.
Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the
subject property.
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COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency
of the place of worship proposal with the standards as per CDC Tables 2-1201.1 and 2-1203:
Standard Pro Dosed Consistent Inconsistent
Floor Area Ratio 0.65 0.26 (Phase I area only) X
Impervious Surface Ratio 0.85 0.58 (Phase I area only) X
Minimum Lot Area 20,000 sq. ft. 375,922 sq. ft. X
Minimum Lot Width 100 feet East: 766 feet X
North: 350 feet X
Minimum Setbacks Front: 15 - 25 feet East: 28.6 feet (to existing Xl
building); 9.24 feet (to
existing pavement)
North: 39.3 feet (to existing X
building)
Side: 10 feet West: 35.5 feet (to existing Xl
building); 10 feet (to existing
pavement)
North: Zero feet (to existing Xl
and proposed pavement)
South: 44 feet (to proposed Xl
building); 18 feet (to
proposed pavement)
Rear: 15 - 20 feet 28 feet (to proposed Xl
pavement); 23 feet (to
proposed dumpster
enclosure)
Maximum 50 feet 37.5 feet (to midpoint of X
Building Height pitched roof)
Minimum 0.5 - 1.0 parking spaces per 404 total parking spaces (on- Xl
Off-Street Parking two seats site and off-site parking)
(650 seats; 163 - 325 spaces)
See analysis in Staff Report.
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COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of
the development proposal with the Flexibility criteria as per CDC Section 2-1204.A (Comprehensive
Infill Redevelopment Project):
Consistent
X
Inconsistent
1. The development or redevelopment is otherwise impractical without deviations from
the use and/or development standards set forth in this zoning district.
2. The development or redevelopment will be consistent with the goals and policies of
the Comprehensive Plan, as well as with the general purpose, intent and basic
planning objectives of this Code, and with the intent and purpose of this zoning
district.
3. The development or redevelopment will not impede the normal and orderly X
development and improvement of surrounding properties.
4. Adjoining properties will not suffer substantial detriment as a result of the proposed X
development
5. The proposed use shall otherwise be permitted by the underlying future land use X
category, be compatible with adjacent land uses, will not substantially alter the
essential use characteristics of the neighborhood; and shall demonstrate compliance
with one or more of the following objectives:
a. The proposed use is permitted in this zoning district as a minimum standard,
flexible standard or flexible development use;
b. The proposed use would be a significant economic contributor to the City's
economic base by diversifying the local economy or by creating jobs;
c. The development proposal accommodates the expansion or redevelopment of an
existing economic contributor;
d. The proposed use provides for the provision of affordable housing;
e. The proposed use provides for development or redevelopment in an area that is
characterized by other similar development and where a land use plan
amendment and rezoning would result in a spot land use or zoning designation;
or
f. The proposed use provides for the development of a new and/or preservation of
a working waterfront use.
X
6. Flexibility with regard to use, lot width, required setbacks, height and off-street X
parking are justified based on demonstrated compliance with all of the following
design objectives:
a. The proposed development will not impede the normal and orderly development
and improvement 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 pattems;
o Building stepbacks; and
o Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape
design and aODIooriate distances between buildings.
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COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The
following table depicts the consistency of the development proposal with the General Standards for Level
Two Approvals as per CDC Section 3-913:
Consistent Inconsistent
1. The proposed development of the land will be in harmony with the scale, bulk, X
coverage, density and character of adjacent properties in which it is located.
2. The proposed development will not hinder or discourage development and use of X
adjacent land and buildings or significantly impair the value thereof.
3. The proposed development will not adversely affect the health or safety of persons X
residing or working in the neighborhood.
4. The proposed development is designed to minimize traffic congestion. X
5. The proposed development is consistent with the community character of the X
immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including X
visual, acoustic and olfactory and hours of operation impacts on adiacent properties.
SUMMARY AND RECOMMENDATION:
The Development Review Committee (DRC) reviewed the application and supporting materials at its
meeting of March 5, 2009, 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. The Planning Department, having reviewed all evidence submitted by the applicant and
requirements of the Community Development Code, finds that there is substantial competent evidence to
support the following findings of fact:
1. The 8.63 acres is located at the southwest comer of Landmark Drive and SR 580;
2. In conjunction with the existing Northwood Presbyterian Church and Leila Davis Elementary School,
this church forms a large institutional land use area surrounded by subdivisions of detached
dwellings;
3. The church has been master planning their campus for future improvements;
4. Phase 1 of these improvements on the southern portion of the site, providing for the demolition of an
existing one-story building and associated paved parking and constructing a new two-story
educational building in the center portion and a fellowship hall on the western portion, along with
new paved and grass parking spaces on the west side of the fellowship hall;
5. There exist three driveways for this property. Under this proposal, the northern and middle
driveways are being retained, while the southern driveway is being removed;
6. The existing middle driveway will be the main driveway for this property, which also provides cross-
access to the Northwood Presbyterian Church;
7. The proposal includes setback reductions for the existing parking lot on the northern portion of the
site and for the main drive from the common property line with the Northwood Presbyterian Church;
8. The church has an agreement with the Pinellas County School Board for required church parking at
the Leila Davis Elementary School adjacently to the south of the church property;
9. On-site existing and proposed paved and grass parking spaces, as well as off-site parking spaces at
Leila Davis Elementary School, provide required parking for this place of worship;
10. The proposal includes landscape buffer reductions for the existing parking lot on the northern portion
of the site, for the main drive from the common property line with the Northwood Presbyterian
Church, and for the detached dwellings to the west of this site;
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11. The proposal includes the installation of a hedge within the existing buffer for screening of the
parking lot on the northern portion of the site and enhanced landscape buffering adjacent to the
detached dwellings to the west of this site;
12. Existing overhead utility lines on the southern portion of the site will be placed underground to serve
the new proposed buildings, in conformance with Code requirements; and
13. There is no outstanding Code Enforcement issues associated with the subject property.
Conclusions of Law. The Planning Department, having made the above findings of fact, reaches the
following conclusions oflaw:
1. That the development proposal is consistent with the Standards as per Tables 2-1201.1 and 2-1203 of
the Community Development Code;
2. That the development proposal is consistent with the Flexibility criteria as per Section 2-1204.A of
the Community Development Code;
3. That the development proposal is consistent with the Comprehensive Landscape Program criteria as
per Section 3-1202.G of the Community Development Code; and
4. That the development proposal is consistent with the General Standards for Level Two Approvals as
per Section 3-913 of the Community Development Code.
Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development
application to permit the redevelopment of an existing place of worship in the Institutional (I) District
with a lot area of 12.71 acres, a lot width along Landmark Drive (east) of738 feet and along State Road
580 (north) of 375 feet, a front (east) setback of 28.6 feet (to existing building) and 9.24 feet (to existing
pavement), a front (north) setback of39.3 feet (to existing building), a side (west) setback of35.5 feet (to
existing building) and 10 feet (to existing pavement), a side (north) setback of zero feet (to existing and
proposed pavement), a side (south) setback of 44 feet (to proposed building) and 18 feet (to proposed
pavement), a rear (west) setback of 28 feet (to proposed pavement) and 23 feet (to proposed dumpster
enclosure), a building height of 38 feet (to midpoint of pitched roof) and 404 parking spaces (on- and off-
site), as a Comprehensive Infili Redevelopment Project, under the provisions of Community
Development Code Section 2-1204.A; and a reduction to the front buffer along Landmark Drive from 15
to 9.24 feet (to existing pavement), a reduction to the north buffer from five to zero feet (to existing and
proposed pavement) and a reduction to the west buffer from 12 to 10 feet (to parking spaces), as a
Comprehensive Landscape Program, under the provisions of Community Development Code Section 3-
1202.G, with the following conditions:
Conditions of Approval:
1. That approval of this application be for Phase 1 improvements only on the southern portion of the
site and that this approval does not waive full compliance with setbacks, parking, landscaping or
underground utility requirements for the northern portion of the site. Full compliance shall be
expected for this northern portion through the appropriate Code process in effect at such time when
future construction of additional buildings and parking areas are desired;
2. That the final design and color of the buildings be consistent with the elevations approved by the
CDB;
3. That, prior to the issuance of any permit, a Declaration of Unity of Title be recorded in the public
records;
4. That, prior to the issuance of a Certificate of Occupancy for the two-story educational facility, a new
agreement with the Pinellas County School Board for off-site church parking on the adjacent Leila
Davis Elementary School property be approved providing notice to the City in the event such
agreement is not renewed and be recorded in the public record;
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5. That the temporary educational facility be removed from the premises within 60 days of the issuance
of a Certificate of Occupancy for the two-story educational facility;
6. That, prior to the issuance of any permits, tree sizes indicated on the Landscape PIan Plant Schedule
be revised to meet the minimum Code requirements;
7. That a permit be obtained for the sign on Landmark Drive. All signage may be required to be
brought into compliance with Code requirements;
8. That, prior to the issuance of a building permit, all requirements of General Engineering,
Environmental Engineering and Stormwater Engineering be addressed.
Prepared by Planning Department Staff:
Wayne M.
ATTACHMENTS:
o Location Map
o Aerial Map
o Zoning Map
o Existing Surrounding Uses Map
o Photographs of Site and Vicinity
S:IPlanning DepartmentlC D BIFLEX (FLD)\Pending cases I Up for the next CDBlLandmark 2680 Heritage United Methodist Church (1)
2009.044.21.09 CDB - WWlLandmark 2680 Staff Report. doc
Community Development Board - April 21, 2009
FLD2009-02002 - Page 11 of 11
Wayne M. Wells, AICP
100 South Myrtle Avenue, Clearwater, FL 33756
Phone: 727-562-45041 Email: wavne.wells\a)myclearwater.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 Pinel/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 Dept. 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 pre development 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 pre development meetings).
· Planner I
Alachua County Dept. 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 Dept. 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
Primarily prepared graphics, for both publication and presentation; Division photographer for 1 Y2
years; Worked on historic survey and report.
EDUCATION
Master of Arts in Urban and Regional Planning (Degree not conferred; course work completed, thesis not
completed), University of Florida, 1981
Bachelor of Design in Architecture, University of Florida, 1976
LICENSES & CERTIFICATES
American Institute of Certified Planners
American Planning Association, Suncoast Section
m
RUN S
o
LOCATION MAP
EASTLAND BLVD
C\l
d
o
o
!Itli:~~.~~)~.~
Owner: Heritage United Methodist Church at Case: FLD2009-02002
Countryside, Inc.
Site: 2650 and 2680 Landmark Drive Property Size: 8.63 acres
PIN: 29-28-16-00000-410-01 00 A tlas Page: 222B
29-28-16-00000-410-0200
AERIAL MAP
Owner: Heritage United Methodist Church at Case: FLD2009-02002
Countryside, Inc.
Site: 2650 and 2680 Landmark Drive Property Size: 8.63 acres
PIN: 29- 28- 1 6-00000-41 0-0100 Atlas Page: 222B
29-28-16-00000-410-0200
2706
2700
47
100
:& lB
13 ill
322.78 ~~
2684 Lig
lB SR 580 10
LMDR SR 580 ~
:;j
400
:::
'" 131 ~
~ 133
i6
134 '"
~
136
350
750(55)
~
i
~
ZONING MAP
2680
2650
~
'"
Owner: Heritage United Methodist Church at Case: FLD2009-02002
Countryside, Inc.
Site: 2650 and 2680 Landmark Drive Property Size: 8.63 acres
PIN: 29-28- 1 6-00000-410-01 00 Atlas Page: 222B
29-28-16-00000-410-0200
....
31 34
42
22
Defitched Dwellings 33 100
$ SR 580 lD lB $
~ SR 580 ~ i6 ill
:f, :;j
400 322.78 'l!v 100
Ie 17
'" 131 ~
&l 133 2684 Lig
'"
s
Place of Worship 2680
134 <0
~
136
De a::
Q
~
a::
~
Q
~
350 :3
750(55)
2650
~
<0
~
,.,
~
'!:
School
~
~
EXISTING SURROUNDING USES MAP
Owner: Heritage United Methodist Church at Case: FLD2009-02002
Countryside, Inc.
Site: 2650 and 2680 Landmark Drive Property Size: 8.63 acres
PIN: 29- 28- 1 6-00000-41 0-01 00 Atlas Page: 222B
29-28-16-00000-410-0200
View looking N from main drive at northern parking area of
the subject property and existing church buildings
~~,.$.,<.. .
View looking N from main drive at west side of northern
parking area and existing church buildings
View looking SE at W side of existing southern building to be
demolished for new buildings
View looking N along Landmark Dr. at northern parking area
from main drive
View looking NE at northern parking area from main drive
View looking NE at W side of existing southern building to
be demolished for new buildings
2650 and 2680 Landmark Drive
FLD2009-02002
Sheet 1 of 2
View looking SWat eastern part of the southern portion of the
subject property (adjacent school in background)
View looking SWat rear property line adjacent to detached
dwellings
View looking SE at adjacent school from SW portion of the
subject property
.....
View looking E along N property line and main drive to
Landmark Dr. (Presbyterian church property on left side)
. "'If.
, .
"'~ If ~'-
___.-f ~ _~_:-iIt
View looking N at adjacent Presbyterian church from SW
portion of the subject property
~y
f
View looking W from Landmark Dr. at adjacent school
2650 and 2680 Landmark Drive
FLD2009-02002
Sheet 2 of 2
Clearwater
:~~-~~.~'-~;;~~/"::Y".":-'-;-
"~=>--~:/~::::~r ~-:'-:~"~~-=';r',,~'~/
Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
CASE #:
RECEIVED BY (staff initials):
DATE RECEIVED:
iii SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
iii SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and
application are required to be collated, stapled, and folded into sets
iii SUBMIT FIRE PRELlMARY SITE PLAN: $200.00
iii SUBMIT APPLICATION FEE $1,405.00
* NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project
(Revised 07/11/2008)
-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:
Heritage United Methodist Church
2680 Landmark Drive Clearwater, FL 33761
----_..-----------~-,._.._-
727-796-1329 FAX NUMBER: 727-796-0115
-.--..---.---....----.--- --
EMAIL:
Herita2e U!1iteg Methodist Church.J!..tCountrvside, Inc.______u__________
Hamilton Engineering & Surveying, Inc. - John A. Eveland, P.E.
311 N. Newpor! Ave, Suit~JOO Tampa, FL 33606__________________ _ __
813-250-3535 FAX NUMBER: 813-250-3636
---..--.-----.---- ------.------- ---~-_._------_._-_.._-_._---
EMAIL: JohnE@hamiltones.com
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A)
PROJECT NAME:
STREET ADDRESS
PARCEL NUMBER(S):
PARCEL SIZE (acres):
LEGAL DESCRIPTION:
PROPOSED USE(S):
B"eritag~ Un!te~ Methodist Church__
2680 Landmark Drive Clearwater, FL 33761
29-28-16-00000-410-0100 and 29-28-16-00000-410-0200
-.'---.-
5.21
PROJECT VALUATION:
$ 650,000.00
FROM NW COR OF SE 1/4 TH E 1200FT TH S 53.6FT FOR POB TH E 322.78FT TH SE'LY 38.43FT TH S 464.51FT TH W
PARCEL SIZE (square feet):
Church Fellowship Hall and Educational Bui~ding
Construction of an 1l,150__square foot Fellowship Hall and a 2-story 37,720 square foot
Educational Facility with associated parking, master plan utilities, storm water management
systems and sidewalks. Our client would like to_request, a r.eduction to the front set back as
well_as the ~ide set back adjacent to the neighboring Presbyterian Church property.
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.)
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Page 1 of 8
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNI
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO'~ (if yes, attach a copy of the applicable documents)
C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5)
ra\<" 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)
ra'6{ 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.
See Attached
2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly
impair the value thereof.
See Attached
3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use.
See Attached
4. The proposed development is designed to minimize traffic congestion.
See Attached
5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development.
See Attached
6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on
adjacent properties.
See Attached
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Page 2 of 8
WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria)
~E 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.
See Attached
2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general
purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district
See Attached
--~- ----.-'-.- ----. --. -.- ..---.---.-- - --_.. -_. --.------------.---.---- -- -'-_..... __ ___.__ _.____..__ _..0_____..___
3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties.
See Attached
_._._"-------~--- -- ---- -~ -.----. _."----~--_. ------_._-_._--------~----_._--- ---- ,----.--- .-- "-'.-
4. Adjoining properties will not suffer substantial detriment as a result of the proposed development.
See Attached
- - - _._--._-_.- ---- --------..-.--.-.. ----------.----- -- ----.--'-.--.- - --- .- -- -
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.
See Attached
--- ------------..----..----------..-----------
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:
~ Changes in horizontal building planes;
~ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.;
~ Variety in materials, colors and textures;
~ Distinctive fenestration patterns;
o Building stepbacks; and
~ Distinctive roofs forms.
e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings.
See Attached
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Page 3 of 8
E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria
Manual and 4-202.A.21) l>
~~{ A STORMWA TER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition
or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of
Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement.
o If a plan is not required, the narrative shall provide an explanation as to why the site is exempt.
~ 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.
~ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWF\l\iMD) PERMIT
SUBMITTAL (SWF\l\iMD approval is required prior to issuance of City Building Permit), if applicable
~ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following):
-~~-
Stormwater plan as noted above is included
Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor
elevations shall be provided.
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A 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)
o SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies;
~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,
including drip lines and indicating trees to be removed) - please design around the existing trees;
QiI 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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Page 4 of 8
G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
SITE PLAN with the following information (not to exceed 24" x 36"):
~__ Index sheet referencing individual sheets included in package;
il North arrow;
-~-
it
~~
}~
~.
1-
d(
-P:-
'ti_~
~..~
~~
f1-
~r. __ 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
4L number of required spaces;
, Total paved area, including all paved parking spaces & driveways,
. ~ expressed in square feet & percentage of the paved vehicular area;
T Official records book and page numbers of all existing utility
l( easement;
~ Building and structure heights;
!.i- Impermeable surface ratio (I.S.R.); and
~.(_ Floor area ratio (FAR.) for all nonresidential uses.
REDUCED COLOR SITE PLAN to scale (8 Y, X 11);
Iil
Iil
~
Iil
Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
All dimensions;
Footprint and size of all EXISTING buildings and structures;
Footprint and size of all PROPOSED buildings and structures;
All required setbacks;
All existing and proposed points of access;
All required sight triangles;
Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including
description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements;
Location of all street rights-of-way within and adjacent to the site;
Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
All parking spaces, driveways. loading areas and vehicular use areas;
Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening
{per Section 3-201 (D)(i) and Index #701};
Location of all landscape material;
Location of all onsite and offsite storm-water management facilities;
Location of all outdoor lighting fixtures;
Location of all existing and proposed sidewalks; and
Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a
Level Two approval.
SITE DATA TABLE for existing, required, and proposed development, in written/tabular form:
EXISTING
See Plans
REQUIRED
See Plans
PROPOSED
See Plans
FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan:
One-foot contours or spot elevations on site;
~-
l~ Offsite elevations if required to evaluate the proposed stormwater management for the parcel;
(j < All open space areas;
Location of all earth or water retaining walls and earth berms;
~ Lolli,,, '"' b,lldl', b,,, ('lme"lo",');
~ Streets and drives (dimensioned);
.~L_ Building and structural setbacks (dimensioned);
~ Structural overhangs;
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H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
181
181
III
LANDSCAPE PLAN with the following information (not to exceed 24" x 36"):
v-. All existing and proposed structures;
~ Names of abutting streets;
'f
-~.-
-tL
,<
'(~-
l~'
f--
~-
.~~
v--
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles; ~e..e 'S;t~ No..,,-
Delineation and dimensions of all parking areas including landscaping islands and curbing; S' e..e S it" ~,....O'\
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required
tree survey);
Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant
schedule;
Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all
existing and proposed landscape materials, including botanical and common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered;
Conditions of a previous development approval (e .g. conditions imposed by the Community Development Board);
Irrigation notes.
REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11);
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)
BI
BUILDING ELEVATION DRAWINGS - with the following information:
-}L
~c
~-
)L
All sides of all buildings
Dimensioned
Colors (provide one full sized set of colored elevations)
Materials
iii REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11
J. SIGNAGE: (Division 19. SIGNS I Section 3-1806)
181 All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be
removed or to remain.
181 All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing;
freestanding signs shall include the street address (numerals)
o Comprehensive Sign Program application, as applicable (separate application and fee required).
o Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application.
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Page 6 of 8
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C)
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.
181 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.
~5 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 CALCULATIONS! WATER STUDY:
Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if
any upgrades are required by the developer due to the 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.
181 Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following):
Fire Flow CalculationslWater Study is included.
Fire Flow CalculationslWater Study is not required.
_~s__
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW
CALCULATIONS! 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.
STATE OF FLORIDA, COUNTY OF PINEJ.-J,h~
Sworn 0 and bscribed before me this.l.L!:.2 day of
, A.D. 20~ to me and/or by
, who is personally known has
~,!::: 0; P~P":'"t.t~".-
l!l
W~DAM. MALES
MY COMMISSION' DO 750167
BoncIod 1l1f1l NlliaJY PwIIB l/t1lMtwItl91S
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N. AFFIDAVIT TO AUTHORIZE AGENT:
Provide names of all property owners on deed - PRINT full names:
H_eritage U!!ited Met~od!~.~ (:'hurch _.
----~...._...._,._...~-_.__.__._.- -"-
..~_.~---- -....- - -_..--._--------
2 That (I amJwe are) the ownet(s) and record title holder(s) of lhe following described property (address or generallocalion):
Herit~ge United M:ethodist Church
3. Thallhis property constitutes the properly for which request for (describe request)
Con~P!ehens!~~ !nfill Redevelopment Proj~~!..l.:l~xi.ble Development (FLD) application approval .___
4. That the undersigned (haslhave) appointed and (does/do) appoint
John A. Eveland, P.E.
-~ ----.------_. A___
as (hisllheir) agenl(s) to
any petitions other documents
lo allect
pelition.
5. ThaI this affidavit has been executed to induce the City of Clearwater, Florida lo consider and act cn the above described property;
6 ThaI site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City
representatives lo visit and photograph the property described in lhis application:
7. That (1Iwe). the undersigned authority, hereby certify thaI the foregoing is 'rue and correc!.
2680 Landmark Dr. Clearwater, Florida 33519
- Property
Properly
Properly
Properly--
8T A TE OF FLORIDA,
COUNTY OF PINELLAS
Be.~. reo .'. h. ""'.;g'''. ,",," "" """",~,"" b, .. ,"h.s,,,. of F1o~. ~ _~_ d.,. ,f
f 4. ,20...Q-1. personally appeared ~. ~ who having firsl duly sworn
~ ~ Archie Johnston, reb Administrator H___
Deposes and says thai he/sh lIy understands the conlenls of the affidavit thal he/she signed.
"""", ELIZABETH J A
l~~.f.M."t.,'!,.... .. . IEK
ij& ""JSig~lSSlonDD639231
~'" . , c;q..;. ell March 6, 2011
Notary Public
My Commis Ion Expires:
----...--- ~
ELIZABETH J. AIEK
. Con)mlssion DO 639231
Expires March 6, 2011
IlonllIG11lNTIDl'l'tln""","","~70"
CADocumenls and Sellingslderek.ferguson\Oesklop\plannirig dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11_doc
Page 8 of 8
A. WRITTEN SUBMITTAL REQUIRMENTS: (Code Section 3-913.A)
Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA-
Explain how each criteria is achieved, in detail:
1. The proposed development of the land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties in which it is located.
Yes, the proposed development of the land will be in harmony with the adjacent
properties in which it is located. The Church property is adjacent to Leila Davis
Elementary School. There have been several meetings with the school Principal,
Vice Principal and Pinellas County Board of Education development personnel
to review the plans and how they can best tie in with one another. Landscaping
plans and parent parking have been planned and discussed. As the school has
been doing construction, plans have been coordinated for a harmonious look and
safety for children has been taken into account. The neighboring Northwood
Presbyterian Church has been fully developed and Heritage has worked with
them for a year in the planning process to share their plans and conceptual
drawings so the Presbyterian church knows how the plans will impact them
from an aesthetic and as well as a practical standpoint. This is Phase 1 of a 3
phase project that is anticipated to take place over the next 15 years. The new
building will be adjacent to the school and will be in scale and density of the
school. It is being built in the Mediterranean style that is consistent with the
greater Countryside area and will be in harmony with the character of the area.
2. The proposed development will not hinder or discourage the appropriate
development and use of adjacent land and buildings or significantly impair the
value thereof.
The proposed development will not hinder any development or use of adjacent
land and buildings. Heritage has worked with the adjacent school to help plan
for a paved parking lot that will help parents safely drop off students near the
school's car circle and have a positive impact upon traffic flow for the school.
The new building will not infringe on the right of way for the adjacent
Presbyterian Church. With the new building being built that will significantly
improve all ministry to children and youth, the facility will increase the value of
the property by increasing usable square footage and community use. This
should have a positive impact on surrounding properties.
3. The proposed development will not adversely affect the health or safety of
persons residing or working in the neighborhood of the proposed use.
This is the first phase of a 4-phase development. The Church has contracted
with the School system to use the adjacent school's parking lot on the weekends
so any extra traffic can be accommodated and not adversely impact the safety of
the residents surrounding the site. All safety precautions will be taken so as not
to have any adverse impact on persons working or residing in the neighborhood.
Ultimately, this will provide for a pedestrian campus for the church, increasing
overall safety. The current preschool has doors that open to the exterior from
each class room. It will be replaced with this new facility with wide hallways
internally that will provide additional safety for young children. This building
will replace an aging building with a new one that is safer during times of storms
and hurricanes.
4. The proposed development is designed for to minimize traffic congestion.
Yes, the proposed development is designed to minimize traffic congestion and
one driveway that bisects the current access/egress road will be eliminated
therefore cutting down on merging traffic. The new facility is designed for high
traffic and will offer looped drop-off areas for on-site free flow of vehicles and
pedestrians and will help to prevent unnecessary queuing. Additionally, a new
grassed parking lot on the west portion of the property is being developed to
serve an additional 64 cars which currently does not exist today in any improved
condition. This will improve parking and allow staff to park close to the new
building and not have to walk across the ingress/egress road to the neighboring
Presbyterian Church. On weekends, the parishioners who park on the school
property can access the church via wide sidewalks or be picked up the church's
golf carts to ferry older constituents and/or young parents with children to
provide extra safety.
5. The propose development is consistent with the community character of the
immediate vicinity of the parcel proposed for development.
The Countryside area was developed in the 1970's and early 1980's with a great
deal of Spanish architecture. The Mediterranean style of the new construction
will certainly reflect the surrounding area and be of such quality to be viewed as
a positive impact upon the local community within the immediate vicinity.
6. The design of the proposed development minimizes adverse effects, including
visual, acoustic and olfactory and hours of operation impacts on adjacent
properties.
This building replaces a current structure and the current hours of operation
will be the same as what currently exists within the ministries and therefore will
be no change and will have no additional adverse effect on the adjacent
properties. A new parking lot has been designed to accommodate 64 additional
parking spaces which are connected by sidewalks to the new building. This will
help accommodate parents who drop off their children for pre-school during the
week. Additional parking will be in the church's main parking lot which is
directly across the private 2-lane access/egress road leading to the Presbyterian
Church. A formal cross-walk, speed bumps and appropriate signage will help
bring attention to safety issues for young children and their families.
WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment
Project Criteria)
Provide complete responses to the six (6) COMPREHESIVE INFILL
REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is achieved in
full detail.
1. The development or redevelopment is otherwise impractical without deviations from
the use and/or development standards set forth in this zoning district.
The development of Heritage's master plan has been in design development for the
past two years. During this time, the shared access drive, along the north side of the
Phase I parcel, has been in contention as to the relocation rights and or uses of this
drive. Negotiations with the neighboring Presbyterian Church have also been
ongoing during this time and have been a very formal process. The facility has been
designed around this drive and the requests of the neighboring church over this
length of time, minimizing the flexibility of this design. At this point, the
redevelopment of this parcel has now become impractical, beyond the master plan,
based on the effort and monetary commitment Heritage has made to this layout and
project. It is now our intention to reduce the impact to this access drive/easement to
avoid further impacts to the operation of the Presbyterian church as well as any
impact to our master plan. Also, based on the dollars spent to get the master plan to
this level, the budget will not allow any significant improvements to the existing
property, north of this mentioned access drive, to bring that parcel up to code. Any
updates to this northern parcel would be a waste of the church's funds since future
development, as shown in the master plan, would require a complete
removallreconfiguration of any of the required improvements.
The first requirement we intend to deviate from is to provide a 10' side yard setback
and a 5' buffer between the mentioned access drive and the neighboring Presbytery
property. Our intention is to leave the access drive in it's current location as
discussed, with a 0' setback and a 0' buffer as well. The Presbytery parcel has an
existing stormwater pond (that was once shared with this parcel) that is heavily
forested and provides an adequate setback and buffer (dimensionally and visually)
from the existing access drive and any existing improvements on the Presbytery
property from the Heritage parcel. We also intend to continue the alignment of this
access drive to the new development at the west end of our parcel, which will extend
the 0' setback/buffer along this south property line of the Presbytery parcel. This
will allow for better traffic circulation through this proposed development as well as
allowing for a slightly improved and uniform site layout that conforms with the
intentions of the master plan. The Presbytery parcel also has an existing grass
parking area that serves as an adequate setback/buffer from the Heritage parcel
along this south property line.
The second requirement we intend to deviate from is to provide a 25' front yard
setback along Landmark Drive on the existing developed northern parcel that
Heritage currently occupies. Our intention is to leave the existing parking in tact in
this setback area, to minimize disturbance of the existing well established tree
canopy, to continue to meet the minimum parking requirements for this project and
to avoid spending church funds on what would be obsolete improvements in the
master plan (as mentioned above).
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 ofthis Code, and with the intent and purpose of this zoning district.
The redevelopment will be consistent with the goals and policies of the
Comprehensive Plan since the intent of the plan is to allow for infill development for
a mostly developed city as well as to preserve and enhance community character in
this area. The existing parcel we intend to redevelop is already a church. We
simply intend to continue that use with a more modern facility with several other
accessory uses, such as child care, educational facilities, places to worship and
meeting facilities that will enhance the community as a whole, while preserving the
existing use. The intent and purpose of the city's code and the specific Institutional
District zoning is to establish areas where a congregation like Heritage can operate
with a public interest and will certainly not impact the adjacent parcels as it is in
conjunction with the school, adjacent church and residential uses as a community
supporting development.
The deviations we request, as mentioned above, will not diminish the scenic quality
of the area in any way, since the redevelopment of this parcel will be much more
appealing and will not impact the safety or efficient movement of the neighboring
community. Sound and careful design practices were used in the development of
this master plan to assure these standards are met. Weare also intending to provide
enhancements to the landscaping of this parcel that will more than offset the
mentioned minor deviations to the setback and buffer requirements that the code
requires.
3. The development or redevelopment will not impede the normal and orderly
development and improvement of surrounding properties.
The Presbyterian church is fully developed and this will have no impact on any
improvement to their property. Their existing access locations will remain after this
redevelopment is complete, both in the Phase 1 portion of this project and in the
overall master plan. The adjacent Leila Davis Elementary School is undergoing a
construction project that will be completed by the fall of 2009. The proposed
redevelopment has no impact on this parcel or this project. Heritage has
coordinated with the leadership of the both the Presbytery and the school to ensure
that their development will not have a negative impact upon any future plans for
site improvements on their properties. The southern most access road is being
eliminated to reduce congestion on the Heritage property and the current
access/easement and entrance driveway to the existing Heritage parcel will remain
unchanged.
4. Adjoining properties will not suffer substantial detriment as a result of the proposed
development.
No adjoining property will suffer any detriment as a result of the proposed
development. With the new building and increased square footage being built, it is
anticipated that this will raise property values and improve the look of the
neighborhood with state of the art facilities being brought into the area that are
attractive with community friendly accessory uses.
To address the specific adjoining properties, as it relates to our proposed
development, the existing parcel is a church use. The parcel has available grass
parking along the west property line that faces the residential uses, which we intend
to continue, with some minor paved improvements for the drive aisles to stabilize
the area for vehicles. The parcel has an older metal building that reared the school
use along the south property line, which will be significantly improved with the
development of these proposed church buildings. The parcel had a combination of
paved and grass parking and paved access along the north and east property lines
that will be almost completely removed and replaced with an aesthetically pleasing
wet pond and a view of an attractive church building/facility. This redevelopment
will also include an enhanced landscape plan to further bolster the positives of this
parcel. These specific improvements will obviously, in no way, be a detriment to the
adjacent parcels and uses.
5. The proposed use shall otherwise be permitted by the underlying future land use
category, be compatible with the adjacent land uses, will not substantially alter the
essential use characteristics of the neighborhood; and shall demonstrate compliance with
on 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 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 for 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 sue provides for the development of a new and/or preservation of a
working waterfront use.
The proposed use is permitted by the underlying future land use, is compatible with
adjacent land uses, will not alter the character of the neighborhood and complies
with item (a), (b) and (e) above. As mentioned previously, the project complies with
the future land use "I", is obviously compatible with the church, school and
residential uses that are adjacent and will certainly not alter the character of the
neighborhood by continuing the existing use with these minor deviations requested.
Per item (a), the "Places of Worship" use ofthis redevelopment is permitted in the
"I" zoning district as a minimum standard. Heritage does not claim to be a flexible
standard, which also allows this use. However, we are requesting deviations from
the minimum side and front setbacks as mentioned above, based on existing
development and monetary hardships. The remaining portions of the proposed
development, other than these two areas, will fully meet the required setbacks of
this zoning district and the minimum standards.
Per item (b) above, the project will result in providing additional classrooms for the
pre-school housed at this location. Additional teaching jobs, teacher assistant jobs
and custodial jobs will be created as a result of the proposed use.
Per item (e) above, the redevelopment of this existing church parcel, bordered on
the north by two other church parcels, on the south by a school and on the west by a
residential neighborhood will continue the community supporting use that it
currently is. Since the congregation has made a serious commitment to this area
and parcel, this would seem to be the best and most efficient use the city could
expect, even with these minor setback/buffer deviations requested.
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:
[8J Changes in horizontal building planes;
[8J Use of architectural details such as columns, cornices, stringcourses, pilasters,
porticos, balconies, railings, awnings, etc;
[8J Variety in materials colors and textures;
[8J Distinctive fenestration patterns;
o Building setbacks; and
[8J Distinctive roofs forms
e. The proposed development provides for appropriate buffers, enhanced landscape
design and appropriate distances between buildings;
As mentioned in #3 above, the redevelopment of this parcel meets the design
objectives to not impede the surrounding properties for the uses permitted in this
zoning district and at this time the parcels are all completely developed. The
proposed project does not meet minimum setback and buffer requirements for the
entire perimeter due to existing conditions, but the facility and master plan, as a
whole, comply with the applicable design guidelines adopted by the city. The design
information presented to the city over the past two years has now been through a
formal review and the comments have been addressed through negotiations with
staff and full compliance with all guidelines, including a cursory review of the
elevations of the building. The design of this facility and the master plan is very
similar to the adjacent developments of the Presbytery church and the school parcel
in density and in as much as the school just is undergoing further development to
increase their density. The architecturally attractive design elements, as presented
in our elevations and the overall master plan, provides for a substantial number of
the city's suggested visually pleasing items. The proposed project will incorporate
an enhanced landscape design and as currently master planned, the appropriate
distances have been met between all buildings.
~
~ Clearwater
o~
~
Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727~562-4567
Fax: 727~562-4865
CASE NUMBER:
RECEIVED BY (Staff Inilials):
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 16 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: He:f2.l T IV:;'~ 0 N Li e D M&T t-\O D\.;;T c t-\V~tt
MAILING ADDRESS: tztltJ 0 l,.. /'.tJ P A'-\<- ~. C l,..-
PHONE NUMBER: 121..1Cl\".l~~~ FAX NUMBER: 121.,ct(,.Ol\'?
CELL NUMBER: EMAIL:
PROPERTY OWNER(S):
Lisl ALL owners on the deed
\t^~c. UNlThO C~P.Cl-\ ft\ GOUN~Y~(D&,'tJC..
AGENT NAME:
MAILING ADDRESS:
PHONE NUMBER:
CELL NUMBER:
" ,
.. . .
FAX NUMBER:
EMAIL: ..
1. ARCHITECTURAL THEME:
a. The landscaping in a Comprehensive landscape Program shall be designed as' a part of the architectural theme of the principal buildings
proposed or developed on the parcel proposed for the development.
c;ee ,Io(,.rAC\-itt) &)(\'4\&,,..
OR
b. The design, character, location andfor materials of tile landscape treatment proposed In the Comprehensive Landscape Program shall be
demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under tile minImum landscape
standards.
C:\Documents end Settingslderek.ferguson\Desktop~f8nningforms_0707\Comprehensive Landscape Program 04-24-07.doc
Page 1 of 2
2. COMMUNITV CHARACTER:
The landscape treatment proposed In the Comprehensive Landscape Program will enhance the communily character of the City of Clearwater.
7~S A-rrAe~&() 6',)( ttIB,~
3. PROPERTY VALUES:
The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficlallmpacl on the value of the property in the
immediate vicinity of the parcel proposed for development.
see: A1TAc:\'\&D f))(~\e'T
4. SPECIAL AREA OR SCENIC CORRIDOR PLAN:
The landscape trealment proposed in the Comprehensive Landscape Program Is consistent with any special area or scanic corridor plan which
the City of Clearwater has prepared and adopted for the area In which the parcel proposed for development is located.
S~E A1TACH~P ~~tt'~IT
THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DNlSION 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:
STATE OF FLORIDA, COUNTY OF PINE~l..AS
rn t~ d subscrIbed before me this .~ day of
, A.D. 20.o!t- to me and/or by
, who is personally known has
I. the undersigned, acknowledge that all representations made in
this application are true and accurale to the best of my
knowledge and aulhorize City representatives to visit and
photograph the property described In this application.
Si
WN4DA M. MALES
MY COMMISSION It DO 750167
C:\Documents and Settingslderek.fergusonlJ)asktop1ptanningforms_0707\Comprehansive Landscape Program 04-24-07.doc
Page 2 of 2
...
HERITAGE UNITED METHODIST CHURCH
COMPREHENSIVE LANDSCAPE PROGRAM
ENHANCEMENT DESCRIPTIONS
MARCH 17,2009
EXHIBIT 'A'
1. ARCHITECTURAL THEME:
b. This application for Comprehensive Landscape Program is provided as compensation for the
reduction to landscape buffers as follows:
i. Request reduction in buffer requirement from 12' to 10' along the western property
limits of the project adjacent to the residential neighborhood. To enhance the
planting of this buffer and to provide increased screening for the adiacent residents
the plan indicates planting 5 additional Winged Elm Trees as medium sized trees
above the required 8 trees.
ii. Request waiver of 5' buffer width along northern property line adjacent to
Presbyterian Church. The Presbyterian Church will utilize this driveway to access
grass parking areas located on the north side of the drive.
iii. Request consideration of application of landscape standards on south parcel only.
This proiect is part of a long range master plan for the church. Future construction
anticipates the demolition of the existing church facilities and new construction on
the southern parcel. The proposed phase one construction does not include any
tree removal or planting on the north parcel. At the request of the City the church
will plant a new hedge of Thryallis adiacent to landmark Drive to screen the parking
lot.
2. COMMUNITY CHARACTER:
b. The proposed landscape improvements will enhance the neighborhood by providing a
significant landscape buffer adjacent to landmark drive, and providing a densely planted
tree buffer along the southern and western property lines. The required storm pond is
placed between the buildings and the street. The pond will have a littoral shelf planted on
the northern end of the pond. Bald Cypress will be planted in groupings around the
perimeter of the pond. Slash pine will be planted along the south property line to increase
on the existing Pine tree stand. In addition to the planting on the southern parcel, a
Thryallis hedge will be planted on the north parcel to screen the existing parking lot.
3. PROPERTY VALUES
b. The redevelopment provides a highly important community facility. The design for the project will
enhance the value of the neighboring properties by replacing an existing underutilized property
containing a temporary structure with a new permanent structure with new shrub and tree planting,
open space, and attractive storm pond.
A
4. SPECIAL AREA OR SCENIC CORRIDOR PLAN:
b. The project is not located adjacent to a Special Area or Scenic Corridor.
N_ AFFIDAVIT TO AUTHORIZE AGENT:
Provide names of all property owners on deed, PRINT full names;
H_eritage U!!ited Met~~!~t_ <;hurch .._
-.", - "----"----..-... ~._-_.._-_.-_..__.-
2. That (I amlwe are) the owner(s) and record title holder(s) of !he following described property (address or generallocalion):
Herit~ge United M:ethodist Church,
3. ThaI this property consUlules the properly for which requesl for (describe requesl)
Con~pre~!.l1s!y~ !nfilI Redevelopment ProJ~~!EI,:~~le Development (FLD) application approval..
4. That the undersigned (haslhave) appoinled and (does/do) appoinl
John A. Eveland, P.E.
... '-'-"'- -..----...,.-- .-.- ,-_.._~--
as (his/their) agent(s) 10
any petitions other documenls
10 affect
pelltion,
E. Thai this affidavit has been execuled to induce the City of Clearwater, Florida 10 consider and act on the above described properly;
6 ThaI site visits to the property are necessary by Cily representatives in order to process !his applicalion and the owner authorizes City
representatives 10 visil and photograph the property described In this application;
7_ That (I/we), Ihe undersigned authorily, hereby certify that the foregoing is true and correc!.
2680 Landmark Dr. Clearwater, Florida 33519
- Properly
Properly
Properly
--~ Property_H
STATE OF FLORIDA,
COUNTY OF PINELLAS
Before Ihe undersigned,
f4:. 20.0-1. personally appeared
~~
Deposes and says that he/sh
c;:z1 '. ~~_ day of
. Vlho having
Archie Johnston, rcb Administrator
lIy understands the contents of the affidavit thai helshe signed.
firsl duly sworn
....."... EUZABETH J R
.~~.v.ry;.;~~, ~ " ,IEK
~~. . . . stgWflSSlOn DO 639231
. '" l:.q.';'~ March 6, 2011
:I.. ill .
Nolary Public
My Commis Ion Expires:
\""~"'-
l~:~ EUZA~ETHJ,RIEK
~! ~ Con)misslOn DO 639231
. l Expires March 6, 2011
lIondtcI'llIIv~I1IIn""'" eoo.385-70lP
CADocuments and Sellings\derekJerguson\Desklop\plannirig dept forms 0708\Comprehensive lnfill Project (FLD) 2008 07-11.doc
Page 8 of 8
r-
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1. GRASS PARKING LOT
2. COVERED DROP OFF
3. ONE STORY FELLOWSHIP HALL-11,150 sf
4. TWO-STORY EDUCATIONAL FACILITY - 37,720 sf
5. DROP OFF
6. TEMP. EDUCATIONAL FACILITY
7. WET DETENTION POND
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Clearwater, Florida
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Hyde Park
Architects
SCALE: APPROXIMATELY 1/16"=1'
1509 WEST SWANN AVENUE
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AUTH NO AA FOOOO96
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1509 WEST SWANN AVENUE
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010609.CO
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Architects
1509 WEST SWANN AVENUE
SUITE 270
TAMPA FLORIDA 33606-2557
813 · 251 · 6909
FAX 813 · 250 · 1668
HYDEPARKAROflTECTS
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AUTH NO M FOOOO96
REG NO AR 0011666
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FILE NO:
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JUNE 1, 2009
010609.CO
A-18/28
THIS DOCUMENT MAY NOT S.E REPRODUCED
IN WHOLE OR PART WITHOUT EXPRESS
WRITTEN APPROVAL. ALL RIGHTS RESERVED.
PRELIMINARY
RELEASED FOR CONSTRUC110N
x
SITE CONSTRUCTION P
NS
FOR:
HERITA
E UNITED M
H
DI
HUR
H
PHASE I
ENGINEERING & SURVEYING
I N C .
DRA WING INDEX
C I .0 NOTES AND LEGEND
SURVEY
C2.0 SITE DEMOLmON
C3.0 SrrE PLAN
C3. I MASTER SITE PLAN PHASE I
C3.2 MASTER SITE PLAN PHASE II
C4.0 GRADING AND DRAINAGE
C5.0 SrrE UTILITIES
C6.0 SECTIONS AND DETAILS
C6. I SECTIONS AND DErAILS
C6.2 SECTIONS AND DErAILS
C6.3 SECTIONS AND DErAILS
C6.4 SECTIONS AND DErAILS
C7.0 CONSTRUCTION SURFACE WATER MGT PLAN
L I .0 CODE LANDSCAPE PLAN
L I . 1 TREE PROTECTION AND REMOVAL PLAN
L I .2 PLANTING DErAILS AND NOTES
E'I.O SrrE LIGHTING PLAN
HERITAGE UNITED METHODIST CHURCH
SR-580
VICINIlY MAP
NTS
HAVEFORD DRiVE
~
N
31 I NORTH NEWPORT AVENUE, SUITE 100
TAMPA, FL 33606
LB #8474
TEL (813) 250-3535
FAX (813) 250-3636
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ENGINEER/SURVEYOR
HAMILTON ENGINEERING &. SURVEYING, INC.
3 I I N. NEWPORT AVENUE, SUITE 100
TAMPA, FLORIDA 33606
(8 I 3) 250-3535
(8 J 3) 250-3636 (FAX)
O~NER/DEVELOPER
HERITAGE UNITED METHODIST CHURCH
2680 LANDMARK DRIVE
CLEARWATER, FLORIDA 3376 I
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2680 LANDMARK DRIVE
CLEARWATER, FL
PINELLAS COUNTY
SEC 29 TWP 28 RNG I 6
ARCHITECT
HYDE PARK ARCHITECTS
1509 WEST SWANN AVE. SUITE 270
TAMPA, FLORIDA 33606
(8 13) 25 1-6909
(8 13) 250-1668 (FAX)
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PERMIT
GRANTED
2-20-08
PERMIT NUMBER EXPIRA1l0N
PAW BEACH
\lEST
PAUl
sv,CH
REQUIRED PERMITS
S.W.F.W.M.D
ENVIRONMEt>ITAL RESOURCE PERMIT
CITY OF CLEARWATER
SITE CONSlRUCllON PLAN APPROVAL
F.D.E.P.
WATER DISTRIBUTION
WASTEWATER COLLECllON/TRANSMISSION
SUBMITTED
4400 I 5 I 4.00 I 2-20- 1 4
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FT
L\1JOEROAlE
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HERITAGE UNITED METHODIST CHURCH
20-060538
GENERAL NOTES
THESE: DRAWINGS /<oRE TO BE: CONSIDERED PRElIMINARY AND NOT FOR CONSTRUCTION UNTIL ALL PERMfT APPROVALS ARE CONFlRMEO RECEIVED BY THE ENGINEER OF RECORD (EOR).
WHENF.VER A CONFUCT OCCURS BETWEEN ANY SPECIFlCATlO~ AND/OR REGULATORY REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL APPLY.
THESE DRAWINGS ARE CURRENTlY UNDER REVIEW BY THE SOUTHWEST FLORIDA WA11:R MANAGEMENT DISTRICT AND OTHER REGULATORY AGENCIES. THE FINAL APPROVED PlANS MAY DEVlA11: CONSIDERABLY FROM THESE DRAWINGS. THE
CONTRACTOR MUST ASSURE CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT HAMILTON ENGINEERING & SURVEYING TO VERIFY APPROPRIATE PLANS ARE BEING
UTlUZED.
fT SHALL BE THE RESPONSIBIUTY OF 1HE CONTRACTOR TO ASSURE THE STAKEOUT SURVEYOR liAS THE MOST CURRENT SET OF PLANS, INCLUDING ALL RECENT REVISIONS MADE BY ADDENDUM lOR REQUEST FOR INFORMATION (RFl), AND
REGARDLESS IF STAKEOUT IS CONTRACTED 1HROUGH HAMILTON ENGINEERING & SURVEYING'S SURVEY DEPARTMENT. .
THESE DRAWINGS SHALL NOT BE UTlUZED FOR CONSTRUCTION PRIOR TO OBTAINING REQUIRED PERMfTS FROM ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER 1HE WORK. THE CONTRACTOR SHALL OBTAIN ALL PERMfTS FROM
WORK WfTHlN PUBUC Ci\SEMENTS AND RIGHTS-OF-WAY AND INSURE THAT ALL OTHER REQUIRED PERMfTS /<oRE APPROVED PRIOR TO COMMENCING THE WORK.
SOME OF THE DETAILS SHOWN INCLUDED IN THIS DRAWING SET /<oRE PROVIDED 8'f THE REVIEWING REGULATORY AGENCIES AND ARE. REQUIRED BY THOSE AGENCIES TO BE SHOWN ON 1HE DRAWINGS FOR PERMfT APPROVAL, BY SIGNING
AND SEALING THESE DRAWINGS, THE EOR IS NOT ASSUMING RESPONSIBIUTY FOR ,4NY ERRORS OR OMISSIONS ON THESE DETAILS. CONTRACTOR SHALL VERIFY THE DETAILS ARE THE LA11:ST ISSUro BY 1HE REGULATORY AGENCY, 1HE
DITAlLS COMPLY WITH THE LATEST TECHNICAL MANUAL SPECIFlCATlONS, AND 1HE REGULATORY AGENC'f INSPECTOR DOES NOT HAVE ANY ALTERNATE REQUIREMENTS NOT SHOWN ON THE DETAILS,
CONTRACTOR SHALL NOT COMMENCE CONSTRUCT/ON OF POTABLE WATER AND/OR SANfT/<oRY SEWER COLLECTION SYSTEMS PRIOR TO ASSURING THE FLORIO A DEPARTMENT OF ENVIRONMENTAL PROTECTION (FOE?) PERMfTS HAVE BEEN
ACQUIRED. CONTRACTOR SHALl REVIEW SPECIFIC CONDmONS DEPICTED ON FDEP PERMfTS, WHICH AMY NOT BE SHOWN HEREON.
UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHAI.L CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCT/OW, LATEST romON.
CONTRACTOR IS TO COORDINATE AI.L WORK WITH UTlUTY COMPANIES IN ORDER TO PRE.VENT DAMAGE TO unUlY UNES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED, THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS
NOTICE TO 1HE VARIOUS UTI/.J1Y OWNERS PRIOR TO CONSTRUCTION.
LOCATIONS, ELE.VATlONS AND DIMENSIONS OF EXISTING UTIUTlES, STRUCTURES, .AND 01HER FtATURES ARE SHOWN ACCORDING TO INFORMATION AVAIlABLE AT 1HE TIME OF THE PREPARATION OF' THESE PLANS BUT 00 NOT PURPORT TO BE
ABSOlUTCLY CORRECT. 1HE CONTRACTOR SHALL VERIFY 1HIS INFORMATION AND BE FtWlLIAR WITH ALL SiTE CONDmONS (INClUDING SUB-SURFACE CONDmONS AND unUTlES) PRIOR TO COMMENCING THE WORK. DAMAGES TO ANY
EXIST/NG FACILmES (ABOVE-GROUND AND UNDERGROUND) SHAll BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, WHF:THER OR NOT SHOWN HEREON, THE CONTRACTOR SHAll NOTIFY THE UNDERGROUND UTlUlY NOTlFlCATlON ceNTER
(CALI. SUNSHINE STATE ONE CALl AT 1-800-432-4770) 48 HOURS PRIOR TO COMMENCING 1HE WORK,
DEMOUTlON WORK SHAI.L NOT BE UMITED TO THESE DOCUMENTS TO COMPlETE PROJECT AS SHOWN. CONTRACTOR TO REMOVE ALL ITEMS NECESSARY TO ALLOW FOR NEW CONSTRUCTION.
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY 7HE FCi\SIBIUTY OF CONSTRUCTING GRAVITY SEWER SYSTEMS (IE. VERIFY EXIST/NG INVERTS AT POINTS OF' CONNECTION, EXiT INVERTS OF' BUIWING PLUMBING, GRf'ASE TRAP
CONFIGURATION, MINIMUM SLOPES, ITC,).
REFERENCED INDEX NUMBERS REFER TO DErAILS DEPICTED IN TJiE F,D.O,T, ROADWAY AND TRAFFIC DESIGN STANDARDS.
CONSTRUCTION SHOWN ON THESE PLANS IS PERMiTTED ONlY FOR THE: WORK lOCATED WiTHIN THE PRIVATE: PROPERTY. ALL WORK WfTHlN THE RIGHT-OF-WAY AND f'ASEMENTS WIlL REQUIRE A SEPARATE PERMIT AND MAY REQIJIRf AN
ALTERATION TO THE CONSTRUCTION OR MATERIALS SHOWN ON THESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSI81UTY TO PROVIDE MNNTENANCE OF TRAFFIC AND PEDESTRIAN CONTROL PER APPROPRIA11: FOOT SPECIFlCATlONS. SEE FDOT INDEX I 600 THROUGH 660. SAFE PEDESTRIAN TRAFFIC IS TO BE
MNNTAlNED AT AI.L TIMES.
ALL WORK WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF F,D.O.T. STANDARD SPECfFlCATlONS. LATEST romoN AS SUPPlEMENTED,
DISTURBED ARtA WITHIN ROW WILL BE COMPACTED TO 100% OF MAX DENSITY & SODDED.
CONTRACTOR SHALL LOCATE PROPER1Y UNES AS REQUIRro TO AVOID ENCROACHMENT ONTO ADJACENT PROPERTY. CONTRACTOR SHALL INVESTIGATE FOR EXISTING UT/UTlES PRIOR TO CONSTRUCTION, NOTIFY A/E IN THE EVENT OF
CONFLICT.
CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SilTATION CURTAIN) TO PRfVENT SIlTATION OF' ADJACENT PROPERTY STREETS, STORM SEWERS, AND WATERWAYS, BARRIERS ARE TO BE BUILT
BEFORE LAND ALTERATION, MAINTAINED EFFECTIVELY DURING CONSTRUC110N, AND REMOVED AFTER FINAL SOIL STABIUZATlON. IN ADDmON, CONTRACTOR SHALL PLACE S1RAW, MULCH OR OTHE:R SUITABLE MATERIAL ON GROUND IN ARCi\S
WHERE CONSTRUCTION RELATED TRAFFIC /S TO ENTER AND EXfT SiTE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORmES, EXCESSIVE QUANTITIES OF CARTH ARE TRANSPORTED OFF-SfTE EI1liER BY NATURAL DRAINAGE OR
VF:HICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVF: AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORmES.
CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY CONSTRUCT/ON TRAFFIC RELATED ACCESS POINTS TO THE PROJECT SITE ANO/OR SPECIFIC ARf'AS OF WORK ON 1HE PROJECT SITE AS NECESSARY.
AI.L TREES TO REMAIN MUST BE PROTECTED BY TREE PROTECTION BARRICADES MErnNG 1HE MINIMUM STANDARDS SHOWN, PR011:CTiVE BARRICADES SHALL REMNN IN PLACE UNTIL LAND ALTERATION AND CONSTRUCTION ACTMTIES ARE
COMPLETED.
ALL FlLL SHALL CONSIST OF SATISFACTORY SOIL MATERIALS, DEFINED AS THOSE COMPLYING WITH ASTM D2487 SOIL CLASSIFICATION GROUPS OW, GP, GM, SW, AND SP FREE OF RUBBLE, ORGAiNICS, CLAY, DEBRIS AND 01HER SIMILAR
UNSUiTABI.E MATERIALS. UNSATISFACTORY SOIL MATERIALS /<oRE DEFINED AS THOSE COMPLYING WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GO. SM, SC, ML. MH, CL. CH, 01.. OH, AND PT. UNLESS OTJiERW/SE NOTED, ALL FIlL SHALL
BE COMPAC11:D TO A MINIMUM OF 95% AASHrO T-180, METHOD D.
EXIST/NG TREES TO BE REMOVED SHOWN ON SfTE DEMOLITION. SEE PROPOSED LANDSCAPING PLAN FOR NEW LANDSCAPING. CONTRACTOR SHALL CONTACT THE ENGINEER AND/OR OWNER PRIIOR TO ANY CONSTRUCTION THAT MAY DAMAGE
TREES WHICH /<oRE NOT MARKE.D TO BE REMOVED.
TREE UMBS SHALL BE PRUNED AS REQUIRED FOR NEW CONSTRUCTION. WHEN TREE UMBS OVERI-WlG EXIST/NG OR NEW VEHICULAR USE ARCi\S, 1HE CONTRACTOR SHALL PRUNE SUCH TREES lTO PROVIDE CLEARANCE MEETING THE
STANDARDS SET FORTH BY 1HE FLORIDA DEP/<oRTMENT OF TRANSPORfATlON. PRUNING SHALL BE IN ACCORD.ANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-JOO PRUNING STANDARDS.
ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF 1HE we SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE: (ANSI) A-3oo PRUNING STANDARDS.
ANY SIDEWALK WHICH BECOMES UNDERMINED OR DAMAGED DURING CONSTRUCTION MUST BE REMOVED AND REPLACED. PERMfTS WILL BE OBTAINED 8Y THE CONTRACTOR FOR THE CLOSING OF SIDEWALKS IN 1HE RIGHT-OF-WAY.
SIDEWALKS /<oRE TO BE RECONSTRUCTED WI7HIN THREE (3) DAYS AFTER REMOVAL. WHEN EXIST/NG SIDEWALK IS REMOVED, iT IS TO BE REMOVED TO 1HE NfAAEST JOINT.
WHERE ,4NY VEHICLE, EQUIPMOO, WORKERS OR THEIR ACTMTIES ENCROACH ON THE SIDEWALK FOR A PERIOD OF MORE THAN ONE HOUR, CONTRACTOR SHALL PROVIDE PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS PER FOOT INDEX
660, UNLESS 01HERWISE NOTED.
ALL PEDESTRIAN ROUTES, SIDEWALKS AND RAMPS, AS WELL AS ALL HANDICAPPED SIGNS, SYMBOLS, PARKING SPACES, ETC. SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH LOCAL, STATE; AND FEDERAL ADA REQUIREMENTS WHETHER
OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY REQUIREMENTS WITH LOCAL INSPECTORS PRIOR TO POURING SIDEWALKS AND RAMPS,
ALLCONSTRUCnON TO BE IN ACCORDANCE WITH STATE AND LOCAL ORDINANCES AND BUIlDING REGULATIONS. ALL PLUMBING SHALL BE PERFORMro IN ACCORDANCE WITH THE LATEST romoNs OF THE NFPA, 1HE FLORIDA BUIWING CODE
- PLUMBING AND LOCAL REGULATORY REQUIREMENTS,
PORf/ONS OF WORK NiD/OR MATERIALS FOR THE UTlUTY CONNECTIONS MAY BE PROVIDED BY 1HE GOVERNING MUNICIPAUTY. CONTRACTOR TO VERIFY AND COORDINATE,
WATER AND SANfTARY SEWER SYSTEMS SHALL NOT BE PLACED INTO SERVICE UNTIL INSPEC11:D AND APPROVED BY 1HE FOE? AND 07HER PERTINENT REGULATORY AGENCIES, CONTRACTOR SHALl. BE RESPONSIBLE FOR SCHEDUUNG AND
OBTAINING THE FOLLOWING ITEMS:
- INSPECTOR APPROVALS
- CURRENT BACTE:RIOLOGICAL TEST RESULTS
- PRESSURE. EXFllTRATlON AND OTHER APPROPRIATE TEST RESULTS
- LOCATING WIRE CONTINUI1Y TESTS
- AS-BUilT SURVEYS
AI.L APPUCABLE fTEMS SHALL BE PROVIDED TO HAMilTON ENGINEERING & SURVEYING A MINIMUM OF 60 DAYS PRIOR TO FINAL ACCEPTANCE AND PLACEMENT INTO OPERATION.
ALL RIGHT-OF-WAY INSTAllATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTlUIlES ACCOMMODATIONS MANUAl..
COMPACTION FOR PIPE BACKFlLL SHALL COMPLY WITH MSHTO T-99 (1001:).
PIPE I.ENGTHS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED AS REQUIRE:D.
ALL DIMENSIONS ARE TO OUTSIDE WAI.L OF BUILDING AND FRONT FACE OF CURB UNLESS 01HERWlSE N011:D.
PROVIDE PAVEMENT MARKiNGS AS SHOWN PER FOOT INDEX No, 17346.
SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THRU 650.
ALL ROOF RUNOFF IS TO BE COUEC11:D AND ROUTED TO THE STORMWATER POND VIA UNDERGROUND PIPE SYSTEM.
ARfA ADJACENT TO THE PROPOSro STRUCTURE SHALL BE GRADED AS REQUIRED TO INSURE ALL ROOF RUNOFF IS ROUTED TO THE STORMWATER POND.
THE CONTRACTOR SHAI.L REPLACE ALL PAVING, STABIUZro EARTH, CURBS, DRIVEWAYS, SIDEWALKS, ITC. WfTH MATE:RIALS OF THE SAME TYPE OR BETTER THAN THAT REMOVED DURING CONSTRUCTION.
PRIOR TO PAVING, THE CONTRACTOR SHALL ENSURE ALL NEW UNDERGROUND UTlUTlES, I.E:. ELECTRIC, IRRIGATION, ErC" HAVF: BEEN INSTALLED. I{." PAVING IS TO OCCUR BEFORE 1HE: INSTALLATION OF ANY UNDERGROUND UTlUTlES' THE
CONTRACTOR SHALL ENSURE THE NECESSARY CONDUITS ARE PROVIDED AND SHAI.L COORDINATE THE: LOCATIONS WITH THE CONSTRUCTION PLANS,
CONTRACTOR SHAI.L SECURE ALL OPENINGS UNDER CONSTRUCTION AT 1HE END OF EACH WORKING DAY.
GRASS SOD AND SEE:D SHALl. BE BAHIA. SOD AND MULCH ALL ARCi\S LEFT BARREN FROM CONSTRUCTION, SOD ALL SLOPES GRtATER THAN 5:1, WHETHER OR NOT SHOWN HEREON. ALL RE:TE:NTlON POND BANKS SHALL BE SODDED,
REGARDLESS OF SLOPE, TO THE POND BOTTOM FOR DESIGNED DRY PONDS OR THE WATER UNE AT THE TIME OF INSTALLATION FOR DESIGNED WET PONDS. STEEP SlOPES TO BE SODDro AS SOON AS POSSIBLE AFTER FINE GRADING TO
PREVENT EROSION.
THE CONTRACTOR SHALl PROVIDE HAMILTON ENGINEmING &: SUfNruNG WITH AS-BUILT SURVEYS PREPARED BY A UCENSro PROFESSIONAl. LAND SURVEYOR OF ALL WATER, SANfTARY' SEWER AND STORMWATER MANAGEMENT SYSTEMS AS
REQUIRED BY THE FDEP AND THE SWFWMD. SANfTARY SEWER AS-BUlLTS SHALL BE REVIEWED .AND APPROVED BY THE ENGINEER OF' RECORD PRIOR TO CONSTRUCl1NG PAVEMENT.
CITY OF CLEARWATER NOTES:
A Sf:PARATE: PERMIT WILL 8E: PULLEO 8Y A ClASS I, II OR V UCtNSED CONTRACTOR FOR ALl. FIRE UNDERGROUND UNES.
SITE CONTRACTOR TO SCHEDULE A PRE-SrTE INSPECTION PRIOR TO ISSUANCE OF A BUILOIN/; PERMIT. CALL THE ENGINEERING CONSTRUCTION INSPE:CnONS FIELD OFFICE AT (727) 462-6126 TO SCHEDULE /W APPOlmMENT,
ALL IJTlUTY POLE RaOCAnONS TO BE COORDINATED WlTH 1HE OWNERS OF SUCH FACIUTIES AS-NOTEO ON DRAWINGS. lHE POLE RE'LOCA710NS WIll. ACCOMMODA11: THE PROPOSED SIDEWALK AND/OR DRIVE APRON(S) INSTALlATION WlTHIN THE RIGIfT-OF-WAYS
OF mE ADJACENT S1REETS, CITY REQUIRES A MINIMUM 2-FT. HORIZONTAL CI.!IIRANCE FROM EDGE OF SIDEWALK TO ANY VF.:RTICAL OBSTRUCTION,
ALL UNUSro DRIVE APRONS AND/OR PARKING SURFACES ARE TO 8E REMOVE.!) IN ITS fNTIRE.7Y, BY THE COW'RACTOR, AT THE APPUCANI'S EXPENSE. THE RIGHr-OF-WAY(S) AAE TO BE RESTORED WITH NEW SIDEWALK AND SOl> AS REOUIRro.
All SOD, SIDEWALK, CURB AND SPRINKLER DMlAGE:, IF ANY, WITHIN mE RIGHr-OF-WAY SfW.L BE REPAJRED/REPlACro PRIOR TO ENGINEERING FINAL INSPECTION.
Rf:PIACEMENT Or CUR8 ALONG THE EX/snNG ROADS TO MATCH EXlsnNG CUR8.
A SEPARATE: RIGHr-or-WAY PERMIT WILL BE REOUIRro rOR ALL WORK WlTHIN THE RIGHr-OF'-WAY OF ANY OF mE ADJACENT S1REET(S) THAT AAE ASSIGNro TO THE C17Y. SEE DON MELONE (727) 562-47981 IN ROOM 1220 AT THE USB (MUNICIPAL SERVICES
BU/LDlNG).
BEFORE ANY WORK WITHIN THE RIGHT-OF-WAY, 1I-/E CITY MUST APPROVE /JA/HTCNANCE: OF TRAfFIC DIAGRAM (M,O.T.), 1I-/E APPUCAN1' MUST /-lAVE /W ACTIVE RIGHT-OF-WAY PERMIT FROM THE CITY.
ALL WORK IN THE (</GIfT-OF-WAY MUST MEET CITY STANDARDS,
SIDEWALKS TO BE CONSrRUCTEO WlTHIN THRU: (3) DAYS AI'1ER REMOVAL AND SAFE PEDESTRIAN TRAI'FIC AAE TO BE MAiNTAlNro AT ALL TIMES, WHEN EXlsnNG SIDEWAlK IS REMOVE.!). IT IS TO BE REMOVED ;TO THE NF;4REST EXPANSION JOINT.
THE CIrY OF ClEARWATER, AT THE APPUCANr'S EXPENSE. WILL REMOVE/RELOCATE ANY/ALL WATER METERS THAT /-lAVE' TO BE RELOCATED ,/IS PAKr OF THIS DEVElOPMENT. INCLUDING REClAIM WATER MeTERS. (NO /JETER SHALL BE: LOCATED WlTHIN ANY
IMPERVIOUS AREAS).
PLANS /-lAVE TO MEET ENGINEERING IJTlUTY GROUP AND WATER DEPAATMEW'S APPROVAL.
WA11:R IMPACT FE SCHEDULE C>>I BE FOUND IN THE CITY OF' CLEARWATER, CODE OF ORDINANCES, APPENDIX A, XXV(I)(A).
PER CITY OF CLEARWATER CONTRACT SPECIFICATIONS ANI> STANDARDS, PART "8' TECHNICAL SPECIFfCA7TONS, se:cnON IV, ARTICLE 41.03(8)(1), iHE DEPTH OF COVER oveR THE WATER I.WN SIW.L BE A MINIJl.fUM OF JO' AND A MAXIMUM OF ~2. mow
FINISH GRADE".
ALL WATER/FIRE HYDIWlf I.WN EXTENSIONS TO CONFORM TO CITY ST/WDAADS,
THE CIrY OF' CLEARWATER WILL PROVIDE WATER TAP, SEr lHE WATER METER AND A 8.F.P.D. (SACK Fl.OW PRE.VENTOR DEVICE) IF APPUCABLE. APPUCANr IS RESPONSIBLE FOR ALL ASSOCIATED FEES ANI> ALl. /OTHER INSTAllATION FEES.
ALL FIRE PROTECTION (D.D,C,S.) DEVICES AS WElL AS DOMESTIC/lAWN MErERS WILL 810 INSTALLED AT TJiE WAleR MAIN WITHIN RIGIfT-OF-WAY WHEN APPUCAB/L ANY ALTERWATIVE LOCA1l0NS WILL BE SUBJECT TO FIELD REVIEW Sf PUBUC IJTlUTlESjWATER
DMSlON PERSONNEl..,
ALL POLYVINYl. CHLORIDE PIPES SHALL 8E tAlD WITH AN INSUIATEO 12 GAUGE AW.G, SOUD 5mWD COPPER WIRE WOUND AROUNI> THE PIPE FORMING ONE COMPLETE SPIRAl. PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WlTH SPUCES MADE ONLY
fJ'( METHODS APPROVF.:D Sf THE ENGINEER. TliIS WIRE IS TO BE: SECURED TO ALL VALVES, lEES /WD ELBOWS, SEE CI1Y OF CLEARWATER COW'RACT SPECIFICATIONS A1ID STANDARDS. PART "B". TE:CHNICAL SPECIFlCA1l0NS, SECTION IV, AAncLE 41.02(B)(2),
ANY/ALL EASEMENT(S) SHALL BE OBTAJNED (RECORDED) PRIOR TO A CoO. 8E1NG ISSUED FOR THE BUIWING(S), PlEASE CONTACT EARl. BARRffi, REAL ESTATE SERVICES IolANAGER 0 (727)$62-4794 FOR INFORMATION NEEDro TO OBTAIN SUCH E4SE.MENT(S).
EASEMENT REOUIRED
ALL PLANT/NG(S) AND ANY/ALL CONCRETE flAT WORK WITHIN ANY EASEUENT WILL BE: INSTALLED AT TliE PROPERTY OWNER'S RISK. TliE CI1Y I'IILL NOT BE RESPONSIBlE FOR ANY/ALL UPROOTED OR D~ED PlANTS WITHIN E4SEMENT(S) IF THE CITY NEEDS
TO MAlNTAlN/REPI.ACE EXISTING unU7Y MAiNS, RfPU.CEMENT OF CONCRETE WILL BE THE RESPONSI8IUTY OF' PROPERTY OWNER NOT 1I-/E CITY OR PRIVATE IJTlUTY COMPANIES,
DEVELOPMENT RIGIfT-OF-WAY IMPACT FEES PER ORDINANCE NUMBER 5969-96 (SECTION 1.3.E), [PUSUC UTIUlY CONNECTION - $150,00. (NO PAVEMENT cur; FEE PER EACH UTIUTY INVOLVED AND PER EACH CONNECTION.)} [PUSUC IJTlUTY CONNECTION -
$200.00, (PAVEMENT cur FE PER EACH IJTlUlY INVOLVED AND PER EACH CONNECTION.)] SEE DON MaONE (727)562-4798 IN ROOM 1220 AT TliE MSB (MUNICIPAL SE.RVlCES BUILDIN/;).
AT THE REQUEST OF' THE ENGINEERING INSPECTOR, THE CONTRACTOR MAY BE RESPONSIBLE FOR THE ClEANING OF ANY/ALL ROAOWA"IS 10 HIS/HER SATlSFAC710N DURINO mE REMOVAl. OF DE8RIS FROM THIS L0C4T1ON,
SAlr(PLE POINTS, CHLORINATION TN'S TO MEET D,EP.'S REQUIREMeNTS.
ALL PROPOSro FIRE HYDRANT ASSafBLY'S (FHA'S) AND FIRE DEPARTMENT CONNECTIONS (FOe'S) TO MEET FIRE DEPAR1J./EW'S REQUlRafENTS.
PER CITY OF ClEARWATER we seCTION 3-911, ALl. ON SITE OVERHEAD UT/UT/ES MUST BE PlACED UNDERGROUNI>.
NEED TO SUBMIT 5 SETS OF ,/IS-BUILTS THAT ARE SIGNEl) AND SEALED Sf A PROFESSIONAL ENGINEER REGISTERro IN THE STAle OF Fl.ORIDA, PRIOR TO ANY C.O. BEINO ISSUED. PUBUC WORKS/ENGINEERING TO FInD INSPECT ,/IS-BUlLTS FOR ACCURACY.
IF THE PROPOSED PROJECT NECESSfTATES INffiASTRUCTURE MODIFICATIONS TO SATISFY SrTE SPECIFIC WATER CAPACITY AND PRESSURE REQUIRatENTS, THE MODlFTCA710NS SHALL BE COMP/ETrD ff/1I-/E APPUCANf AND AT 1HElR EXPENSE. IF' UNDERGROUND
WA$ MAINS AND HYDRANTS ARE TO BE INSTALLED, THE INSTALlATION SIW.L BE COMPLETED AND IN SERVICE: PRIOR TO CONSTRUCTION IN ACCORDANCE WITH FIRE D&AATMENT REGULATIONS.
APPUCANr SHALL SU81.1fT 5 SETS OF AS-BUILT DRAW1NGS lHAT AAE SIGNro AND SE'ALED Sf A STATE OF Fl.ORIDA REGISTERED PROFESSIONAL ENGINEER. THE CONSTRUCTION SERVICES INSPECTOR WILL ACID INSPECT AS-BUILT I>RAWlNGS FOR ACCUAACY.
APPUCANr SHALL DEED OR DEDICATE AN EASEMENT OVER ALL UNRESTRICTED WA1ER UNES AND APPURTENANCES PROPOSED TO BE LOCATEO ON PRlVAle PROPERTY TO THE CITY OF CLEARWATER. PlEASE CONrACT (ARL BARRm. REAL ESTAle SERVlCES
MANAGER 0 (727) 562-4750 FOR INFORMATION NEEDED TO OBTNN SUCH E'ASEMENT(S).
EROSION CONTRO:L NOTES
THE EROSJON AND TURBIDITY CONTROL MEASURES SI- OWN HEREON ARE THE MINIMUM REQUIRED FOR REGULATORY AGENCY PLANS
APPROVAL, ADDITIONAL CONTROL AND MEASURES W Y BE REQUIRED DUE TO REGULATORY AGENCY RULES, CONSTRUCTION SEQUENCING
AND/OR WEATHER CONDITIONS. ANY ADDITIONAL ME! SURES DEEMED NECESSARY BY THE REGULATORY AGENCIES OR BY THE SITE
CONTRACTOR BEFORE OR DURING CONSTRUCTION SHJ. LL BE IMPLEMENTED AND MAINTAINED.
THE APPROPRIATE TURBIDITY AND EROSION CONTROL METHODOLOGIES. SELECTED ff'{ THE SITE CONTRACTOR FOR THIS PROJECT SHOULD
BE MADE FOLLOWING REVIEW OF THE PLANS .AND PR)JECT SITE SPECJFIC FACTORS AND AFTER CONSULTATIONS AS NEEDED WITH THE
PROJECT ENGINEER AND REGULATORY AGENCIES. Sf fERAL FACTORS TO CONSIDER ARE DURATION OF CONSTRUCTION ACTMTIES; DEPTH
OF CUT AND SEPARATION DfSTANCE FOR PONDS, TRE'ICHES, AND UTIUTY LiNES; CLAY CONTENT IN EXCAVATED MATERIALS; FILL HEIGHT
RELAT~ TO NATURAL GRADE AND LENGTH AND STEE:>NESS OF THE PROPOSED SLOPES; GROUND WATE:R LEVELS; TIME OF YEAR
RELATIVE: TO THE RAINY SEASON; PROXIMITY TO Wen. WDS, WATER BODIES OR OFFSfTE PROPERTIES; EXISTING TOPOGRAPHY AND
DIRECTIONS OF SURFACE FLOW,
THE TYPE OF EROSION CONTROL BARRIERS USED SH.1lL BE GOVERNED ff'{ THE NATURE Of THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY M\TE:RIAL MAY REQUIRE SOUD SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BAlES TO PREVENT EROSION. FLOATING TURBIDITY
CURTAINS SHOULD GENERALLY BE USED IN OPEN WAfER SiTUATIONS. DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT
TURBID STORMWATER RUNOFF FROM BEING DISCHARG.:D TO WETLANDS OR OTHER WATER BODIES, IT MAY BE NECESSARY TO EMPLOY
A COMBINATION OF BARRIERS, DITCHES, AND OTHER~ROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
THE SfTE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR DEWATERING PLAN AND TURBIDiTY CONTROL PLAN APPROVED BY THE
APPLICABLE REGULATORY AGENCIES, PRfOR TO CONSl RUCTiON, AS NECESSARY. REFER TO THE SITE PERMIT CONDmONS FOR AGENCIES
REQUIRING SUCH REVIEW, APPROVAL AND/OR SEPARATE PERMITS. WHERE PUMPS ARE TO BE USED TO REMOVE WATER FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATEIl PRIOR TO DISCHARGE TO WETlANDS. TREATMENT MfJ'HODS INCLUDE. FOR
EXAMPLE, TURBID WATE:R BEING PUMPED INTO GRASS:D SWALES OR APPROPRIATE UPLAND VEGETATED AREAS (OTHER THAN UPLAND
PRESERVATION AREAS AND WETLAND BUFFERS), SEDIA'ENT BASINS, OR CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY
BARRIERS OR LOW BERMS, AND KEPT CONFlNED UNTL TURBIDITY l.E:VELS MEU STATE WATE:R QUAl.I1Y STANDARDS.
HAY BALES OR SILT SCREENS SHALL BE INSTALLED I'RIOR TO LAND CLEARING TO PROTE:CT WATER QUAl.I1Y AND TO IDENTIFY AREAS TO
BE PROTECTED FROM CLEARING ACTMTIES AND MAlNlAlNED FOR THE DURATION OF THE PROJECT UNTIL ALL SOil IS STABILIZED.
FLOATING TURBIDITY BARRIERS SHALL BE IN PLACE I~' OPEN WATE:R SYSTE:MS PRIOR TO INITIATION OF EARTHWORK AND MAINTAINED FOR
THE DURATION OF THE PROJECT UNTIL ALL SOil IS ~.;rABILlZED. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL
BE COORDINATED WiTH THE CONSTRUCTION OF THE f ERMANENT EROSION CONTROL fEATURES TO THE EXTENT NECESSARY TO ASSURE
EFFECTIVE AND CONTINUOUS CONTROL OF EROSION I<ND WATE:R QUALITY THROUGHOUT THE DURATION OF THE PROJECT.
THE SITE CONTRACTOR SHALL SCHEDULE THEIR OPER mONS SUCH THAT THE /<oREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT
ANY ONE TIME IS NOT LARGER THAN THE MINIMUM A~EA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION. AND THE DURATION OF
EXPOSED, UNCOMPLE:TED CONSTRUCTION TO THE ELEltfENTS SHALL BE AS SHORT AS PRACTiCABLE. CLEARING AND GRUBBING SHALL
BE SO SCHEDULED AND PERFORMED SUCH mAT G~DING OPERATIONS CAN FOLLOW IMMEDiATELY THERtAFTER. GRADING OPERATIONS
SHALL BE SO SCHEDULED AND PERFORMED THAT PEi1MANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THERCAFTER IF'
CONDITIONS ON THE PROJECT PERMIT. EXPOSED SOLS SHOULD BE STABILIZED AS SOON AS POSSIBlE, ESPECIALLY SLOPES LEADING
TO WE:TLANDS. STABILIZATION METHODS INCLUDE SOUD SOD, SEEDING AND MULCHING OR HYDROMULCHING TO PROVIDE A TE:MPORARY
OR PERMANENT GRASS COVER MULCH BLANKETS, FlL'"ER fABRICS, ETC., CAN BE EMPLOYED TO PROVIDE VEGETAT~ COVER, SHEET
FLOW OF NEWLY FILLED OR SCRAPED AREAS MAY BE CONTROLLED OR CONTAINED BY THE USE OF BRUSH BARRIERS, DIVERSION
SWALES, INTERCEPTOR DITCHES OR LOW BERMS, FU)W SHOULD BE DIRECTED TOWARD AREAS WHERE SEDIMENTS CAN SUFfICIENTlY
SmLE OUT. SPREADER SWALES MAY HELP DISSIPAl E CLOUDY WATER PRIOR TO CONTACT WiTH WE.TLANDS.
WATER DERIVED FROM VARIOUS DEWATE:RING METHOD~ SHOULD BE PASSED THROUGH SUFFICIENTlY WIDE AREAS OF EXlST/NG UPLAND
VEGETATION TO FILTER OUT EXCESS TURBIDITY. IF 1.-115 IS NOT SUFFICIENT, THE WATER SHALL BE RETAINED IN PRfIIIOUSLY
CONSTRUCTED PERMANENT STORMWATER PONDS OR ltSE RETAINED IN TEMPORARY SEDIMENTATION BASINS UNTIL THE CLARITY IS
SUITABLE TO ALLOW FOR ITS DISCHARGE. PLUGGING THE OUTFALLS FROM COMPLETED STORMWATER PONDS MAY BE NEEDED TO AVOID
DISCHARGE, HOWEVER, SUCH SITUATIONS SHOULD S" MONfTORED CLOSELY TO PRECLUDE BERM FAILURE IF WATER LEVELS RISE TOO
HIGH.
IF THE ABOVE CONTROLS REMAIN INEFFECTIVE IN PReCLUDING RELEASE OF' TURBID WATER, ESPECIALLY DURING POND OR IJflUTY UNE
DEWATERING, THEN THE CONTRACTOR MAY BE COMPE.LED TO USE A VERTICAL DEWATERING SYSTEM SUCH AS WELL POINTS OR SOCK
DRAINS TO WiTHDRAW GROUNDWATER WHICH MAY ALR::ADY BE CLEAR ENOUGH TO ALLOW FOR DIRECT DISCHARGE TO WETLANDS.
ENERGY DISSIPATERS (SUCH AS RIP RAP. A GRAVEL ,ED, HAY BALES, ETC.) SHALL BE INSTALLED AT THE DISCHARGE POINT OF PIPES
OR SWALES IF SCOURING IS OBseRVED. A1TEMPT 1(1 INSTALL ROADWAY CURB AND GlJTTERS AS SOON AS POSSIBLE TO REDUCE THE
SURFACE AREA FOR EROSION TO OCCUR. IMPLEMEN ~ STORM DRAJN INLET PROTECTION (HAY BALES OR GRAVEL) TO LIMIT
SEDIMENTATION WiTHIN THE STORMWATER SYSTEM. P rRFORM INSPECTiONS AND PERIODIC CLEANING OF SEDIMENTS WHICH WASH OUT
INTO THE STREE:TS UNTIL ALL SOIL IS STABILIZED. \EHICLE OR EQUIPMENT WASHDOWN AREAS WILL BE SUFFICIENTlY REMOVED FROM
WETLANDS OR OF'FSfTE AREAS. FUGITIVE DUST CONTaOLS (PRIMARILY gy USING WATER SPRAY TRUCKS) SHALL BE EMPLOYED AS
NEEDED TO CONTROL WlNDBORN EMISSIONS.
NO CLAY MATERIAL SHALL BE LEFT EXPOSED IN ANY STORMWATER STORAGE FACIUTY. IF CLAY OR SANDY-CLAYS ARE ENCOUNTERED
DURfNG STORMWATER STORAGE EXCAVATiON, THE SITE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY BEFORE PROCEEDING
WiTH FURTHER EXCAVATION, IF THE ENGINEER HAS I)E:TERMINED THAT SUCH SOILS ARE NON-CONFORMING AND MUST BE EXCAVATED
TO MEET PERMIT AND DESIGN CONDmONS, EXCAVATlCN MAY PROCEED AFTER OBTAINING WRITTEN AUTHORIZATION FROM THE
APPROPRIATE LOCAL REGULATORY AGENCY, IF SAID S )ILS ARE LEFT EXPOSED AT THE PERMITTED AND DESIGNED DEPTH, THE SITE:
CONTRACTOR SHALL OVER-EXCAVATE THE POND'S BOTTOM AND SIDE SLOPES BY A MINIMUM OF TWELVE (12") INCHES .AND BACKFILL
WITH CLEAN SANDS TO HELP PREVENT SUSPENSION OF FlNE PARTICLES IN THE WATER COLUMN.
DISCHARGES WHICH EXCEED 29 N.T.U:S OVER THE 6~CKGROUND LfVELS ARE IN VIOLATION OF STATE WATER QUAl.I1Y STANDARDS,
DISCHARGES OF WATER QUANTITIES WHICH AFFECT OFFSfTE PROPERTIES OR MAY DAMAGE WETLANDS ARE ALSO PROHIBfTED BY
REGULATiNG AGENCIES. WATER DISCHARGE VELocmE3 FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION BASINS SHALL BE
RESTRICTED TO AVOID SCOURING IN RECEMNG ARW, IF WATER CLARITY DOES Nor REDUCE TO STATE STANDARDS RAPIDLY ENOUGH
IN HOLDING PONDS, IT MAY BE: POSSIBLE TO USE CI JEMICAL AGENTS SUCH AS ALUM TO FLOCCULATE OR COAGULATE THE SEDIMENT
PARTICLES.
ONGOING INSPECTIONS AND PERIODIC MAINTENANCE E Y THE SiTE CONTRACTOR SHAlL OCCUR THROUGHOUT CONSTRUCTION AS
NE:.CESSARY TO INSURE THE ABOVE METHODS ARE: WeRKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDmONS SO WARRANT,
SITE CONTRACTORS ARE ENCOURAGED TO OBTAIN ANI) THOROUGHLY REVIEW THE FLORIDA DEVELOPMENT MANUAl. A GUIDE TO SOUND
LAND AND WATE:R MANAGEMENT, WHICH WAS DEVELO~ED BY THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION IN
1988. THIS PROVIDES FAIRLY IN DEPTH DISCUSSION:; OF RECOMMENDED TE:CHNIQUES AND ALSO PROVIDES SPECIFIC DESIGN AND
TECHNICAL STANDARDS.
WATER AND SEWER CONSTRUCTION NOTES
WATER MAINS SHALL ME'AN MAfNS, INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS; AND SERVICE
LINES THAT ARE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND mAT HAVE AN INSIDE DlAME:TER OF THREE INCHES OR GREATER.
(1) HORIZONTAL SEPARATION BE1WEEN UNDERGROUND WATER MAINS AND SANfTARY OR STORM SEWERS, WASTEWATER OR STORMWATE:R FORCE MAINS, RECLAJMED WATER PIPELINES, AND ON-SITE
SEWAGE TREATMENT AND DISPOSAL SYSTE:MS.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE lAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BE1WEEN THE OUTSIDE OF THE WATER MAIN AND THE
OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVE:YING RECLAIMED WATE:R REGULATED UNDER PART IfI OF CHAPTER 62-610, FAC.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DJSTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEE:T, BETWEEN THE OUTSIDE OF
THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.
(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX fEU, AND PREFERABLY
TE:N FEET, BETWEEN THE OUTSIDE OF THE WATE:R MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVlTY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR
PIPEUNE CONVEYING RECLAIMED WATER NOT REGULATE:D UNDER PART III OF CHAPTER 62-610, fAC. THE MINIMUM HORIZONTAL SEPARATION D/STANCE BETWEEN WATER MAINS AND
GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE B01TOM OF THE WATE:R MAIN IS lAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER,
(D) NEW OR RE'LOCATED, UNDERGROUND WATE:R MAINS SHALL BE LAID TO PROVIDE A HORIZONTAl DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS
OF ANY EXISTING OR PROPOSED "ON-SiTE SEWAGE TREATMENT AND DISPOSAL SYSTE:M" AS DEFINED IN SECTION 381.0065(2), F,S" AND RULE 64E-6.002, FAC.
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATE:R fORCE MAINS, AND REClAIMED WATE:R PIPEUNES.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTiNG OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE
OF THE WATER MAIN IS AT lEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABlE TO LAY
THE WATER MAIN ABOVE THE OTHER PIPEUNE,
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANiTARY SEWER, WASTEWATER OR
STORMWATE:R FORCE MAIN, OR PIPELINE CONVEYING REClAIMED WATE:R SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THIr OUTSIDE OF THE
OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPEUNE,
(C) AT THE UTlUTY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE:, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE
WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS. THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT
LEAST THREE FEU FROM ALL JOINTS IN VACUUM-1YPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPEUNES CONVF:'flNG RECLAIMED WATE:R REGULATED UNDER PART 11/
OF CHAPTER 62-610, FAC" AND AT LEAST SIX FEET fROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PlPEUNES CONVEYING RECLAIMED
WATER NOT REGULATED UNDER PART 11/ OF CHAPTER 52-610, fAC.
S) SEPARATION BETWEEN WATER MAINS AND SANiTARY OR STORM SEWER MANHOLES.
(A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANfTARY SEWER MANHOLE.
(B) EFFECTIVE AUGUST 28, 200.3, WATER MAINS SHALL NOT BE CONSTRUCTED OR AL7F:RED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR
INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WiTH THIS REQUIREMENT (I,E" WHERE THERE IS A CONFtICT IN THE ROUTING OF A WATE:R
MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT
SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E" THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFUCT MANHOLES), BUT SUPPUERS OF WATER OR PERSONS PROPOSING TO
CONSTRUCT CONFtICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WiTH PART v OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY
DESIGN REPORT OR DRAWINGS, SPECIFlCATlONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION:
1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFtICr MANHOLE.
2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE.
3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB-SUBPARAGRAPHS A. THROUGH D. BELOW.
A, EACH WATER MAIN. PASSING THROUGH A CONflICT MANHOLE SHALL HAVt: A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO
ACCOMMODATE: DIFFERENTIAL SE1TUNG BETWEEN THE MAIN IWD THE MANHOLE.
B, WITHIN EACH CONFtICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (/,E" HAVING AN
IMPACT STRENGTH AT LEAST EQUAL TO THAT OF O,25-INCH-THICK DUCTILE IRON PIPE).
C, EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE,
0, GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFUCT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE,
(4) SEPARATION BE1WEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS. RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT
AND DISPOSAL SYSTEMS.
NEW OR RELOCATED FIRE HYDRANTS WiTH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER,
STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART //I OF CHAPTER 62-610, FAC.; AT LE'AST THREE FlrET, AND PREFERABLY TEN FEU, FROM ANY
EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEFJ, FROM ANY EXISTING OR PROPOSED GRAVlTY- OR PRESSURE-TYPE SANITARY SEWER,
WASTEWATER FORCE MAIN, OR PIPELiNE COJ>NE:YING RECLAIMED WATER NOT REGULATED UNDER PART 1/1 OF CHAPTER 62-610, FAC,; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED
WON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEF'lNED IN SECTION 381.0065(2), F.S., AND RULE 64E-$,002, F.A,C.
(5) EXCEPTIONS. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THE REQUIREMENTS IN SUBSECT/ON (1) OR (2) ABOVE, THE DEPARTMENT SHALL ALLOW
EXCEP710NS TO THESE REQUIREMENTS IF SUPPLIERS OF WATER OR CONSTRUCTION PERMIT APPLiCANTS PROVIDE TECHNICAL OR ECONOMIC JUSTlF'lCATlON FOR EACH EXCEPTION AND PROVIDE
ALTERNATIVE CONSTRUCTION FfATURES THAT AFFORD A SIMILAR LEVEL Of RELIABILITY AND PUBLIC HEALTH PROTECTiON. ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES INCLUDE THE
FOLLOWING:
(A) WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPEUNE AND WHERE AN UNDERGROUND WATER MAIN IS
CROSSING ANOTHER PIPEUNE AND JOINTS IN THE WATER MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER PIPELINE:
1. USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCiATiON STANDARDS INCORPORATED INTO RULE 62-555.".30, FAC., FOR THE OTHER PIPELiNE IF iT IS A
GRAVITY- OR VACUUM-TYPE PIPEUNE;
2. USE OF' WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE; OR
". USE OF WATERTIGHT CASING PIPE OR CONCREJ'E ENCASEMENT AT LEAST
FOUR INCHES THICI< FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE.
B) WHERE AN UNDERGROUND WATER MAIN IS BEING lAID LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER
PIPEUNE: AND IS BEING LAID LESS THAN THE REQUIRED MilNfMUM VERT/CAL DISTANCE FROM THE OTHER PIPEUNE:
,. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I,E., HAVING AN IMPACT STRENGTH AT lEAST EQUAL TO THAT OF O,25-INCH-THICK DUCTILE IRON PIPE) OR CONCRE:TE
ENCASEMENT AT LEAST FOUR INCHES THICK fOR THE WATER MAIN; AND
2. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I,E" HAVING IW IMPACT STRENGTH AT LEAST EQUAL TO THAT OF O.25-INCH-THICK DUCTILE IRON PIPE) OR CONCRE:TE
ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE IF fT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER.
ALL WATE:R MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
ALL ON SITE PVC WATE:R MAINS 4 INCHES THROUGH 12 INCHES SHALL BE IN ACCORDANCE WfTH AWWA C-900 STANDARDS, ALL ON SITE PVC WATER MAINS 2w TO 3- SHALL BE CLASS 1120
OR 1220 (SDR 21) AND MEE:T REQUIREMENTS OF ASTM 0-2241. WATER MAINS SMALLER THAN 2- SHALL BE CLASS 1120 OR 1220 SCHEDULE 80 AND MEET REQUIREMENTS Of ASTM 01785.
PE PIPE 2" OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM 0-1248,
ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A2f.51, MINIMUM CLASS 50. IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND
WATER IS EXPECTED, THE PIPE SHALL BE INSTAlLED IN lOOSE POLYE:THYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED IN ACCORDANCE WiTH ANSI SPECIFICATION A21.51.
THE LOCATION OF ALL NEWLY INSTALLED FIRE HYDRANTS SHALL BE IDENTIFIED WITH A BlUE REFLECTIVE MARKER INSTAllED ON mE ROADWAY, PERPENDICULAR TO THE FIRE HYDRANT. THE
REFLECTIVE MARKER WILL BE LOCATED IN THE CENTER OF THE LANE CLOSEST TO THE HYDRANT,
THE ENGINEER OF RECORD AND/OR CONTRACTOR WILL BE RESPONSIBLE FOR THE FLOW TESTING AND COLOR CODING OF AlL NEWLY INSTALLED FIRE HYDRANTS IN THE EXISTING OR PROPOSED
HILLSBOROUGH COUNTY RIGHT OF WAY AND UTILITY EASEMENTS THAT ARE TO BE DEDICATE:D TO HIUSBOROUGH COUNTI' PRIOR TO THE FINAL INSPECTION OF THE PROJECT.
THE ENGINEER OF RECORD AND/OR CONTRACTOR SHALL REFER TO NFPA STANDARD 291 FOR FLOW TESTING AND COLOR CODING MF:THODS AND PROCEDURES
MILL & OVERLA.,(
NOTES
SUMMARY OF WORK (SEE SITE PLAN FOR SPEC1FlC ARtA)
-) BEFORE CONSTRUCTION BEGINS CONTRACTOR SHALL OBTAIN sume ~
INFORMATION NECESSARY TO IDENTIFY ALL EXIST/NG HIGH AND LOW P)/NTS
AND EXISTING STRIPING. OBTAINING A PHOTOGRAPHIC RECORD IS
RECOMMENDED.
-) COORDINATE MAINTENANCE OF TRAFFIC AND CONSTRUCTION SEQUEI..CE
WfTH OWNER,
-) MIlL OR LEVEL ARCi\S OF ASPHALT PAVEMENT AS REQUIRED TO
PRODUCE AN EVEN SURFACE (APPROXIMATELY 12,870 SF).
-) SEAL ALL CRACKS AS NECESSARY.
-) SWEEP CLEAN AI.L PAVEMENT ARE>\S OF DUST AND DIRT AS REQUI ~ED
FOR A GOOD CONTACT SURFACE FOR THE ASPHAlT OVERLAY.
-) ASPHALT PATCH ARf'AS AS REQUIRED TO PRODUCE A SMOOTH SUI\FACE
FOR ASPHALT OVERLAY AND .AN E.VEN SURFACE WITH SURROUNDING
ASPHALT, FULL DEPTH PATCHING SHOULD BE PERFORMED INCLUDING
REMOVAL OF POOR BASE: AND/OR SUBGRADE AND REPLACEMENT WITh
APPROPRIATE MATERIALS, COMPACTED TO TYPICAL STANDARDS.
-) PROVIDE UGHT TACK COAT (OR FOG COAT) IMMEDIATELY AFTER CU'ANING
THE SURFACE:,
-) PROVIDE I" ASPHALT OVERLAY FOR A,OPROXlMATELY 12,870 SF OF
ASPHALT PAVEMENT.
-) RE.CONSTRUCT ALL EXISTING H/GH AND LOW POINTS AS NE.CESSAm TO
RECRtATE EXIST/NG SURFACE FLOW PATTERNS,
-) ALL ARCi\S WHERE NEW ASPHALT PAVEMENT WILL BE CONSTRucm
ADJACENT TO EXISTING CONCRETE SIDEWALK, THE ASPHALT SHALL BE
TAPERED TO AMTCH EXISTING GRADES AT THE ADJACENT SIDEWALK.
-) RE-STRIPE ALL PAVEMENT MARKINGS AS GENERAU.Y DEPICTED ON THE
SITE PLAN, ACCORDING TO THE EXIS1lNG CONDmONS AND/OR TO MEt T
CURRENT LOCAL & STATE CODES.
SITE DATA
LEGEND OF SYMBOLS
DESCRIPT10N
EXISTING
NEW
REQUIRED
EXISTING
PROPOSED
(PHASE /)
N/A
95,810 S.f.
109,466 S.F./2.51 ACRES
114.794 S.F./2.64- ACRES
7,.358 S,F.jO. 1 7 ACRES
129,687 S.F./2,98 ACRES
0,26/0.58
SANCTUARY/EDUCA',TlONAL
FACILTIY /FELLOWSHIP HALL/
CHAPEL
37,S' (EDUCATlOMAL FAC)
36' (fELLOWSHUP HALL)
45' (TOWER ASSEMBLY)
404 (INCLUDING OFFSITE)
..
20,000 S,F.
N/A
N/A
N/A
10% OF GROSS VUA
N/A
0.65/0.85
INSTITUTIONAL USES
PROPERTf LINE
375,922 SF/ 8.63 ACRES
57,940 SF
71,87J SF/1,65 ACRES
65,924 SF/1.51 ACRES
5,948 SF/0.13 ACRES
4.3,956 S,/1.01 ACRES
0,16/0,34
SANCTUARY/EDUCATIONAL
FACILITY/FEllOWSHIP HALL/
CHAPEL
20'
TOTAL SITE AREA
BUILDING
V.U,A.
PAVEMENT
INTERIOR LANDSCAPE AREA
OPEN SPACE
FAR./I.S.R,
USE
TEMPORARY EROSION CONTROL
~
FENCE
x X
~
-w
I@J
v.M
- SAN -
CoO.
0
@
.
STM
(Q)
ffij]
@
Q(l,O
'"
~
--D---D-"--D-
FIRE HYDRANT
~
__flRE/FQP__
POTABLE
-...... ......---...-
WATER
50' MAX
BUILDING HEIGHT
GATE VALVE
G,V'8
.325
(2 PER SANCTUARY
SEAT)
8
256 + 156 (OFFSITE)
PARKING
GRAVITY SANITARY SEWER
8
HlC PARKING
8
CLfANOUT
.c.O.
SANITARY MANHOLE
o
CITY OF CLEARWATER
CiTY OF CLEARWATER
PRNATE/PUBUC
DUMPSTER PICK-UP
INSTITUTIONAL (I)
INSTITUTIONAL (I)
29-28-16-00000-410-0100
29-28-16-00000-410-0200
POTABLE WATER
SANfTARY SEWER
FIRE PROTECTION
REFUSE COLLECTION
CURRENT ZONING
LAND USE
PARCEL JD NUMBER
STORM SEWER
-----
STORM MANHOLE
-
IJ
IE)
~~
~ ~.
DEMOLITION NOTES
GRATE INLET
DEMOLmON WORK SHALL NOT BE UMITED TO THESE DOCUMENTS.
CONTRACTOR TO VERIFY ALL EXISTING CONDmONS AND EXTENT OF REAOVAL
OF lTE:MS SHOWN PRIOR TO USING THIS INFORMATION FOR BID PURPCSES.
ANY STRUCTURE NOT SHOWN TO BE REMOVED IS TO REMAIN UNLESS
OTHERWISE INSTRUCTED BY THE OWNER OR ARCHfTECT, OR REQUIRED BY
FlEW CONDmONS.
CONTRACTOR TO COMPLETEl.Y REMOVE EXISTING ITEMS ON SITE INCWl'ING
BUIWINGS, CURBS, ASPHALT, BASE COURSE. CONCRETE AND EXISTING
UTILITIES AS SHOWN .ANI> NECESSARY TO ALLOW FOR NEW CONSTRUC1 ON,
LOCAL CODES APPLY FOR ANY DEMOUT/ON SHOWN HEREON.
A SEPARATE PERMIT FOR THE DfMOUTION OF THE EXISTING 8UIWIN~ SHAll
BE OBTAINED BY THE CONTRACTOR PRIOR TO STARrING WORK.
CONTRACTOR TO COORDINATE WITH LOCAL UTlUTY COMPANIES, FOR AN (
UTILITIES SHOWN TO BE REMOVED OR RELOCA11:D HEREON, CARLY IN
CONSTRUCTION PROCESS. AS TO AVOID ,4NY DELAYS.
CONTRACTOR TO COORDINATE THE REMOVAL OR RELOCATION OF 1HE
EXIST/NG POWER POLES WITH TECO PRIOR TO CONSTRUCTION
AS NECESSARY.
CONTRACTOR TO flEW COORDINA11: PHASING OF ALL DEMOUT/ON AND
CONSTRUCTION TO UMiT INTERRUPTION OF TRAFFIC FLOW AND DAILY
OPERATIONS.
CONTACT ENGI~!fER IMMEDIATELY IF ANY UNDERGROUND STRUCTURES,
FOUND DURING EXCAVATION, IMPEDE THE COMPLETION OF CONSTRUCTl)N AS
SHOWN,
CONTRACTOR SHALL ASSUME UTlUZATlON OF THE EXISTING BASE COUF. SE
UNDER NEW ASPHAlT WHERE GRADE ALLOWS FOR 810 PURPOSES.
IN /<oRfJ>S WHERE ASPHALT IS SHOWN TO BE REMOVED, BASE MAY REIIAIN IF
ARtA IS PROPOSED TO BE COVERED WITH CONCRETE (WALKS, PAVEMEI-fT,. ETC.)
ADDmONA/. ASPHAlT ARCi\S, NOT SHOWN HEREON, MAY REQUIRE REM(IVAL IF
REGRADING NEEDS TO OCCUR FOR PROPER DRAINAGE, SEE PROPOSE I) .
GRADIN.G PIAN FOR DETAILS.
SOME ITEMS SHOWN TO BE REMOVED MAY NEED TO BE RELOCATED TO 01HER
AREAS ON SITE AT THE REQUEST OF THE: OWNER. CONTRACTOR TO I fELD
COORDINATE,
MITERED END SECTION
SPOT ELEVATION
00.0
GRADE CONTOUR
CONCRETE
"l~~""~>': :..~it;? :..,.,;,;"~:.;:;.:,, ...'.,:.:::..:,.',::.
....."\:(.:~..~". ....'~... ~~.' '..:.. ,......, ......:/ 1*"" ... .:'l.' '.' ~
~~~~ ...:~Y~ ~~ ~::.:;:~: "~.: ::~f'~ ~1'/:~;: :;:.~:;.\..~.
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..................
ASPHALT
GRASSED PARKING
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... ... ., ... ... ... '" ... ., ..
BENCHMARK DATUM EXISTING
PINELLAS "SAFETY K" (EL - 36.13~) NAVD 1988 TREE LEGEND
-
S~BiOl. NAME SYMBOL NAME
FLOOD ZONE PANEL NO. (7) OAK * MYRTLE
.& PINE ~ CEOAR
X U5139 0889G * PALM Ilill MAGNOUA
CONVERSION 0 POAK ~ ASH
~ CHERRY <1 HOLLY
NGVD 1929 TO NA VD 1988 - -0.87 Iml ~LLOW M RAINTREE
-
DETECTABLE WARNING SURFACE
DWS
~~o~o~ovovl
0,,0,,0,.,0,,0
WATER METER/BACKFLOW
~
FIRE DEPARTMENT CONNECTION
'OFDC
REDUCER
D
TRENCH DRAIN
DIRECTIONAL DRILL LIMITS
~
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NORnlWEST CORNER
FIR SOUnltAST 1/4-
. SECT 29-T.28S-R16E
5/8 NO CORNER fOUND N89';SS'22-e: 80MO'(R)
N~ ^ ....,_ N.T.S.
poc - y-- NORlli BOUNDARY
PARCEL 1 . SOU1HtAST 1/4
PARCEL .2
SANlfJ.ff11NYIl(tS
SMtH
TOP &=71.96
(NV ELS:=67.76 (a-ClAY)
INV El NW=67.96 (S"CI).Y)
SMH-2
TO? EL=71.40
INV EI. N=G4.83 (S"PVC)
lNV a E=6/}.20 (s"pvc)
SMH-3
TOP EL=70.63
mv EL 8=S3.93 (S"PVC)
INV EL W=S3.97 (a"pvc)
SMH-4
TOP EL=69.4f
tN.V El N=63.75 (a"pvc)
INV ~ ,8=63.65 (a"pvc)
INV EI. W=S3.St (S"PVC)
SMH-5
TOP EL=70.a5
INV El N=63.45' (a"PVc)
INV El Eo=63.35 (S"PVC) ,
IN.V El 8=63047 (a"ClAY)
IN.V EL W=63.51 {S"CI).Y}
IN.V El SW=68.12 (or PVO)
SI.IH-S
TOP EL=71.31
INV EL N=63.4S (a"ClAY)
INV EL 8==63.71 (a.ClAY)
SMH-7
'TOP 8.=70.29
INV EI. N=64.09 (a"CLAY)
INV ELW=64.17 (S"ClAY)
SMH-8
TOP=75.21
INV El N=70.71 (a"ClAY)
(NV El E=69.03 (S"ClAY)
INV EL W=69.19 (S"PVC)
INV EL SW=72.30,<4:"C1P)
SMH-9
TOP El..=79.09
INV E\; E=10.45 (S"PVC)
INY El 5W=10.53 (S"PVC)
SUIf-10
TOP EL==8t.18
INVEl,NE=70.84 (S"PVC)
INV a S=71.04- (S"PVC)
SMH-11
TO? E1.=74.00
INV EL E:::68.24 (S"PVC)
IN" a W=58.36 WCLAY)
SI.IH-12-
TOP EL=78.23
INY EL SE=71.S3(S.PVC)
INV El NI'/:::72.38(4.PVC)
7M7X
DIU.1NNJI INY.IRt'S
CONlROI. SlRUClURE-1
TOP==74.49
INV a N=71.09 (S"PVC)
/NV a NE=71.09 (S"PVC)
fNV a SE=7l>.94 (24.RCP)
S;X1S" ORIACE=13.54
DMH-1
TOP=74.0t
INV a E=69.28 (1S"RCP)
INV a NW=69.38 (2.4!RCP)
8O.59X
DMH-2
TOP El=73.26
INV a N;::S7.60 (1S"RCP)
UN El. 5=87.54- (1ErRCP)
INV El W=59.31 (18"RCP)
D!.lH-4
TOP EL=B0.65
INY a N=74.75 (24"RCP)
INV a E=74.65 (30"RCP)
INV a W=74.77 (24"RCP)
cn-1
TOP 8.=12.79 .
tNV El. $=6S.33 (tS"RCP)
on-2
TOP EL=70.85
lNV EL N=S6.27 (IS"RCP)
tNV El.. 5=66.25 (24-"RCP)
INV a W=68.63 (S"PVC)
GlI-3
TOP El=S9.35. ~
INV El N=65.55 (1S"RI.l"/5.21
mv a SE=65.42 (30"RCP)
IIW a W=66.25 (24"RCP)
DMH-3
TOP . El.=69.63
:~~ ~ ~~::~~ ~:~;~l31 81,03X
INva NW=S4.88 (JO"RCP))( IO.~;
GlI 4-
TOP EL=74.65
mv EL E=70.27 (24"RCP) ,
(NV El. W=7~ (2.(.RCP)
, INV 8: N~70.79 (15"X2Z.i8Mx X
X75.88 8O.45X81 4S
(m-5
TOP a=72.52
INV El. N=S9.13 (12"AD5)
mv a E=57.88 (2orRCP)
INV a W=67'~1~f'RCP)
X75.08
G~02
TOP El=76.47
INV a NW=72.01 (tS"ROP)
INV a [=71.97 (18~(lIf)6
011-7
TOP El=73_86 . ~
INV EL NE=72.36 (15"OIP) 2
tNV EI. E(~\flERLY)=72.80 (4"PVC)
my EL E(SOU1HER~Jr.71 (4"PVC)
INV a S(EASlERLY)=72.64 (4"PVC)
INV EL S(WESlERlY)=72.# (4"PVC)
INV. a. W=72.80 (4"PVC)
0]-8
TOP EL=73.76
INY a NE=72.65 4"PVG)
INY a S(EASTERI.Y)=12.05<~10~VC)
INV a. s(~SlERLY)=72.73 (4"PVC)
INV a W=72.7J<~rt2VC)
8O,18X 7
80,$6 X 7E
~
X80 8
SOt
X80 $
x
X'17 10
G]-9
TOP EL=74.08
. INY & N=10.2t (10.PVC)
INY a E=72.74 (4"PVC)
INY El. S{EASlERLy)=70.79 (a"pvc)
INV EI. S{W':S~=72.79 (orPVC)
en-10 X83,6S X83.67
TOP EL=77.95
INV a NE=13.90 (10"PVC) X
INV a S=73.65 (15"RCP) 83,50
INV fl VF73.75 (t5"RCP) )<83.83
G11-11
TOP 8.=78.27
INV a. E=73.87 (15"RCP)
mv a NW=73.87 (15.RCP)
tm-12
TOP 8.=77.47
INV El. N\Y=12.82 (15"RCP)
INY EL 8=72.82 (15"RCP)
D)'(H-5
TOP El=77.02
INY EI. N=72.02 (1S"RCP)
INY EL SE=71.82 (1S"RCP)
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TOP EI.=HIGH-75.41, LOW-74.66
INV a NE=71.14(6"ADS)
(NV EL SE=71.07(22"X15"RCP)
INV EL SW=71.10(6"AO~)
BOTTOM EL=71.10
SLOT ELa 73.02
TO? OF SKIMMER=74.66
BOTTOM OF SKIMMER=73.16
n
PAlM
m
POAK
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CHERRY
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MAP OF BOUNDARY fit TOPOGRAPHIC SURVEY
, SHOWING ELEVATIONS AND TREE LOCATIONS
SECTION 29, TOWNSHIP 28 SOUTH, RANGE 16 EAST
PINELLAS COUNTYt FLORIDA
,
DISTANCE' '
. 3.71'
" '-'3.70'
.38.50' ..
. ,'38.43'
30.06'
30.00'
D,'GICfCDIPTrroar. PER OWNERSHIP AND ENCUBMBERANCE REPORT, PREPARED BY BA'l'SHO~E linE INSURANCE COMPANY,
J:lu' ,I\, , II J.Y. . FROM JUNE 3, 1971:) lHROUGH JANURARY 20. 20~9 08:00 AM ' : .
-1ri= Tree '. Leaend- -
~ I ~ NAME S>MBOL NAME
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.&. PINE $ CEDAR
~.
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80.32
8-
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10" TIES
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79.38
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9,57
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:t......:
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TOP El=79.03
INV El E=74-.10{24"
INV El W=74-.34{24~
SlOT INV El=78.18.
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79,21
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LINE BEARING
L1 C' :SOO"02'03"E .
. L1 R . NOO.O'4'37"E,.-,
. l2 F S45'O:9'18"E
, l2 R,' N4S'Q7' 44'W
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19.13 ..,
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LP
72.35
71,24
. Prepared 'By:
'E. HAMILTON '.
. ENGINEERING Ie SURVEYING. INC.
. CNlL EIlOIHEERIIlO/ SURVE;YIHO / EIIVlROHMENTAl./WD P\J.NIlI!lO
311HQRnI NIlWl'Om' AVENue. Sum: 100 Tt... ((\13) 2JSOo3S35
TAltP... n. :):)00& FAX (813) 2t1CXl&38
Prepa'1'ed For:
HERITAGE UNltEO MEmODIST CHURCH AT COUNlRYSIDE, INC.
Project:
HERITAGE UNITED MEtHODIST CHURCH
., Certified; to:.
HERITAGE UNITED MElHODIST CHURCH AT COUNTRYSiDE. INC.
Checlced by:
Pa.rty Chief:'
Survey Date:
Job Number:
Drawing Number:
Drawn By:
T. KIMBLE
B. L '(lE
03/01/2006
20-050523
050523BTT
MCS
6/24/07
11/11/2008
1/30/2009
DA TE:
REVISIONS
ADPl170NAL TOPO AND LoeA TlONS
"GENERAL REVIS/ON
REVISED BOUNDARY AND DESCRIPTION
DESCRIPTION
MCB
TGD
TGD
BY
1
2
:5
NO.
NOTE:
REV/SJON :5 -:- BOUNDARY CORNERS WERE REVER/FED ON 7H/S
DA rE. NO ATTEMPT WAS MADE THIS TO VERIFY OR UPDATE
INTERIOR IMPROVEMENTS OR STRUCTURES.
sa C>>PED IRON'ROD 7/2. L8 1101J
'FOlJHfJ CI.PPE/) IRON ROD
rouNfJ IRON ROD
sa CI.PPED IRON PIPE
rouND C/J>pt}) ,IRON PIPE
F'OIJND IROH PIK
FOUND I'IHCHED IRON PIPE .
SET' ~ MONUMENT ("'')(4' ,
rouND CCNCREl'e IiONIJ/lENT
SET' PI( HAlt. 4: tNSK
rouND PIC NNi. I!l msK
SEr RNtR<W> $PIKI;
FWNf> RN/.R(/N) SPIKE
*47ER METER
mHr POlE
Sl:WER IoWlJlOl.E
DlWHI<< IWlHOI.E
DO'Ir'H cur POlE .
YARO Dp.Im
~
PNNr IWtK IJNDERGROl1ND El.EC71/iC
P,fJ1ff Al.lRK IJNDER6ROUHD 7lWl'IO
IH11iRtCR IJ/()tE
IWlIUS
I/1:comi
IJFI.S1JRED
,fJR COIlINr/C1I{/NG
RIGHT OF WAY
~
POf}(f OF 'BEClNN1~
POIH1' OF COIiMEHCEMENT
F1E1HFORCED CONCRE7F I'fPE
CONCRETE CURB NIt) <iIJm:R
P<1It'Dt POlE
FINISHED FWO/f EUVAnoN
/N'-S(( .
EUVA170N
SI1Sl1N1'1 ELE.VA7!OH
QllE' VALVE:
stGH
~TION V;J.Wi.'
FlI/1: IrfDPJNT'
CONTROl. SmucmJR€ ,
~ 0V1UT
PNNr MiJlK lINDERGROUND I'HCNE.
CONCRDE' Sloi;(m(
UASONf(f 11'1N<1 I!lW.
tHORf> BOBJH(J
CHORD iENrmI
IITIlI1Y POUl
OMl'E' 'fOP /illEr
UNDERGI/OVND UAAKE1l
I+nL
ClWN UN/( FENCE
8\R8ECHtJRE ~
. ommoo UNE
~
SID&IALK
CfHfER UNE
~ REFERENCE f/OHLI/m{f
/DEN11F1C/iTlON
HOT ro SCIU:
ElECTRiC
rop OF fW{/(
m>IC<<.
TE1IPOi1)H( BENCH ,IMRK
IJCEHS8) BflSlNESS
OYDW.L
llfASllRE.FROIol RJCI{T-cr-Y(;,Y T~
F1J.GPClE '
EU:t1TRICt'L BOX
TOE or SLOPE
AWUJO,'(
MSKrnw1. HOOP
UNDEmROVND EtECmJ(W. IIJRE'
Surveyor's Notes: (AS APPUCABLE)
ACCOODlNG TO C1JRRENT FLOOD INSURANCE MAPS ISSUED BY nlE FEDERA\.EMERGaiCY MANAG6IENT AGENCY,
nlE PROPERlY SHOlm APPEARS 10 UE'~lHIN ZONE X MAP NO. 125139, PAlla NO.0089 C. lHE APPROlO.MAiE
FlOOD ZONE TRANSllION, II" APPUCABlE, HAS BEEN OBTAINED AND PlOTlED .fROM LARGE SCAlE MAPS AND IS
DEPlCIED AS ACWRA1B.Y AS POSSlSLE. 1HIS SURVEY BY NO MEANS REPRESENTS A DE1ERMINAlIOH ON
YlHElHER PROPERlIES \IlIlL OR YtllLNOT ROOD. IJ.NI) Yl'lHlN nlE BOONDARIES OF nllS SURVEY IIAY OR MAY
NOT BE SUB~OT TO FlOODING: TIlE BUIWNG DEPARl),(ENT OR OlllER C1JSTOOJAl. AGENCY fOR FUlCO
OrnRNlNAlTON Vl\lIllN lIllS MU~[CWALIlY MAY HAW ADDlllONAL IHFORJlAllON REGARDING flOODING A1iD
RESJRlCnONS ~ DEVaOPMENT. .
LEGEND: (AS APPUCA9LE)
70,.4~
.SClR
G FCtR
o FIR
@st.tP
e FClP
o FIt>
(;> FPfP '
. SCI.l '
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. SR1tS
o fflRS
lSllltot
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@ IJIlH
.troo
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C()V
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<D
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pas
pO(;
RCP.
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o
69.55 .
69,59
69.32
~.~
X70.44
1) BEARINGS SHOWN HEREON ARE BASED OfllHE ~T RIGHT-OF-WAY UNE FOR IJ.NDI.IARK ORIYt. BE!lG
SOOlH OO'O!'36" %6T. . . . .
2), ElEVAlIONS SHOVlN HEREON ARE BA$&) ON PINEU.AS COONlY BENCHJ.I~. SAFTEYK. Yl\lH A REPORlEl>
aEVAlION (If 36.13 FEET, NAW 1988.
'3) lHlS SUlM.Y ~ BEEN mPAAED WllHOur niE BENEfIT OF ~ ABSTRACT OR TItLE COMMm.lENT AND IS
SUBJEOT TO mf DEOlCAlIONS, UUlTAlIONS, RESJRIC1l0NS, RESERVAllONS MD/OR tASa.lENTS or RECORD. NO
IN5!RUJ.lOOS OF RECORD RmECT1NG EAS~9ITS. RlGIfiS 'OF WAY, mo/OR OWNERSHIP WERE FURNISHED nus
SUIMYOR EXCEPJ' 1$ SHOWN. . ' . ' ,
4) lHEftE MAY BE ADDlllONA\. tASalaHS AND/OR RESlRlCllONS AFFEClInG 1IilS PROPERlY 1RAT MAY NOT
Sf FooMD IN lIlE pUauc RECORDS OF 1Ii1s-cOONlY.
5) NO INFORI.tAlION 00 :eJ>JACENT PROPERlY O\\tlERS OR ADJO!!lING PROPERTf RECORDING INFORMATION WAS
PROVIDED TO TIlIS'SUR~OR. . ,..
6) 1IiE SURmOR HAS MADE NO IIMSnGAlION OR INDEPENDENT SEARCH FOR EASEMENlS OF RE~,
ENCUllBRANCES, ~SlRlCllve COVEl/ANts, O'MlERSHIP lIlLE E'ADENCE, OR ANY OlHER FAClS 1RAT AN
AOOJRA1E AND CURRENT lllLE SEARCH NAY DISCLOSE.
7) 1IiE BOUnDARY CORNERS AND UNES'DEPIClEO BY nus SURVEY %mE ESTABUSHE!) PER lNFORMAlION I-S
fURNISHED. .
a) UNlESS OlHER'MSE SHO'nN I,mlEON, NO JlRISDlOllONAl. \ItfllAND AREAS OR OlliER PHYSICAL TOPOGRAPHIC
FEA1URES HAVE BEEN lOCAlEO. .
" 9) UNDERGROUND ENCROACHMENTS, SUCH AS'UlIUllES, SlRUClURES, INSTA11AllONS, IMPRO'ialENlS AND
FOUNDAllONS 1IiAT &lAY EXIST. HAW: HOT.BWI flElJ) lOCATEI>EXC:fPT AS SHO'llN.
10) mls NAP DOES NOT DEmlMlNE OR REfLECT OYtNERS!JIP OF PROPERlY, BOUNDARY UUES Am:ClEO BY
AOYMSE use. UNES OF cooruOllNG DEEDS,'OR 01llER UNES 1HAT IIAY OlHERYtlSE BE DElERlilllED BY A
COURT OF LAW. '. .
11) UNDERGROUND U11UlY lOCAllONS AND IOENllFlCAlIONS'SHO'iIN HERE<lN ARE BASED UPON \lSlBLE ABOW
GROUND ,o\PPURlENANCES AND DO NOT NECESSARILY SHOW All unulY lOCAlIONS. NO SUBTERRANEAN
EXCAVATION I:l~ BEEN "'AIlE TO DElERMlNE UNDERGRooNll UnUlYlOCAlIONS.
12) TIlE IoItASURED MAmEJ.IAlICAl ClOSURE OF 1HE SURvrno BOONOARY EXCEEDS 1HE ACcuRACY STANDARns
FOR All URBAN ClASS SURVEY AS DEfINED BY mE AMERICAN CONGRESS ON SUR~NG ANDMAPPlHG ANI>
lHE AMERICAN LAND lITLE ASSOOAlION. '
13) 11ES FROIoI BUILDING CORNERS. FENCE CORNERS, SHEI> CORNms. ETC., ARE: HOT TO BE USED TO
REESTABUSH PROPERlY BOUNDARIES. .
14) ADDlnONS OR' DaElIONS TO SURWY MAPS OR REPORTS MADE BY OlHER 1RAN 1IiE SU~~1NG PARlY OR
PARllES IS PROHIBITEI) VlIlHOUT VIRlTiEN CONSfNT OF lHE SIGNING PAAlY OR PAR11ES.
, 15)nl1S SURVEY HAS BEEN PREPARED EXPRESSt.Y fOR lHE NAMED ENllllES AND IS NOT lRANSfERABI.E. NO
OlHER PfRSOO OR emTf IS ENlllLa) TO Ray.uPOH AND/OR REUSE lHlS SURWY fCR ANY OlHER PURPOsE
YiHATSOEVER 'MlllOllT lHE EXPRESS l\RITlEN CONsalT OF HMlILTOH ENGINEERING" SUR\f;Y!HO AND lIlE
camf')lHG PROFESSIONAl. SUR\tYOR AND MAPPER.
16) NOlHlNG HEReH SHAlL BE CONSlRUED TO GlW ANY RIGJlTS OR BENEFITS TO ANYONE OlHER lHAN lHOSE
ceRllAEO TO ON lHlS SURVEY. .
17) flOOD ZOHE UNES IF SHOllN HEREON ARE Al'PROXl~AlE ANI> ARE BAse> UPON SCAl.EJ> IHTERPRETAll00
FRO),t ftOOD INSURANCE RAlE MAP. . .
18) flOOD ZONE DETERMINATION IS BASED 0Il1liE FLOOD INSURANCE RATE MAP AND l>OES NOT IMPLY lHAT
lHE PROPERTY VIIlL OR VrllL NOT DE fREE FROM FLOODING nINAGE. . A flOOD GREA1ER lIlAN 'lHAT PREDlCIED
00. SAID U.&P OR fROI.! A LOCAl DRAlNAGEPRoe~ NOT SHO'iIN NAY CAUSE FlOODlNG DAJilAOC
19) FENCE OllNERSHlP NOT DEtERMIHED.
20) PRlNtEI) DIMENSIONS SHOlm ON TIlE MAP OF SURVEY SUPERSfDE SCALED.DIMENSlONS. lllERE NAY BE
ITEJolS DRA'ilN CUT Of SCAlE TO GRAPHICAlJ.. Y SHOW lHER lOCAlIOO. . .
21) REPROOlICliON Of TIlis SURVEY IS EXPRESSt. Y fORBIDDEN YlIlHOUT lliE lIilTTEN Pau(ISSlON fROhIlIlE
SIGNING SURVEYOR. .
22) lllE'YlOOD "CER11F1El)" IS UNDERSTOOD 10 BE AN EXPRESSION OF 1IiE PROFESSIONAl. SURVEYOR'S OPlNION
BASED. ON HIS BEST l<NOVrlEDGE, lIlFORIIAllON AND BEUEF, AND lHAT IT 1IiUS COOSUlUTES NEllHER A
(lUARANTEE NOR A WARRANTY, alHER EXPRESSED OR IMPUED.
23) SUR~ ONLY VAUD fOR 9D DAYS FROM, LAST DAlE OF fiElD SUR\tY.
, 24) lHlS SURVEY IS A REPRESfNTAlION OF EXIS11NG fiELD CONDlllONS AT lHE 11t.lE OF lliE flELDSURVE.Y
DAlE AND IS BAsro ON fOUND EXlSllNG MONUMENTAlION IN TIlE fiElD.
25) TIlE lREES S1iOYiN HEREON ~ lOCAlED UllU21NG MElliODS ADEQUA1E FOR .lHElR ACCURATE LOCAllON
AND IDDlllFlCAlION. HOYt'EVER. 1IllS oo.lPANY AND lIlE S1GtlIHG SURmOR RESERW:S lilt: RIGHT TO \fRlFY
lllE lOCAlION OF All. TREES CRIl1CAI. TO llIE DESIGN OF 'BUIWNGS, PARKING AND alHm PERMANENT
, ffAlURES. IT IS lllE RESPONSlBIUlY OF lIlE DESIGN PROFESSIONAl. TO INFORM mls COItIPAllY AND/OR
. SIGNING SURVEYOR OF ANY 1RtES CRlncAI. TO lIlElR D~ so 1HAT lIlOSE 1REES CAN BE VERlFlm PRIOR
TO 1HE COIolPI.fJION OF mE DESIGN.
26) AlL GROUND ElEVAllONS ARE TO BE (!lTERPRETED TO 1IiE NEAREST ONE lENlH OF A FOOT.
27) llIE lREfS SliOYiN HEREON v.me: LOCAlED UllUZlNG l.IEl\lOOS AOEQUAiE fOR m8R ACCURAtE lOCAlIOH
AND IDENlIFlCAllON. HOlltVER, WIS COMPANY AND lHE SIGNING SURVEYOR RESERVES mE, RIGHT TO VERlN
1RE lOCAlION OF AU. lREfS CRIllCAI. TO mE DESIGN OF BUILDINGS, PARKING AND omER PERMANENT
FEAlURES. IT IS lIiE RESPONSlBIUlY OF lHE DE$lGN PROfESSIONAl. TO INFORM 1lllS COllPANY AND/OR lHE
$lGNING SURVEYOR OF ANY TREES CRlnCAI. TO lHElR DESIGN so THAT iHOSE lREES CAN BE VERIFIED PRIOR
TO TIlE CO/.IPLE1lON OF .lilE DESlllN.. '
COPYRIGHT 2005 - HAMILTON ENGINEERING " SURVEYING. INe.
DATUM BASIS NA'VD 1988 FEET
-
. .
I hereby ce"':Ufi-ct~,~. .j.ii~~~.99.'~l!Ieeta or exceeds the MInimum
TllC~~~i~~f~f~~ . eH'Of1i):-~y the florIda Board of '
~11~~_5j1~~~~~~ ~~m.
~~~~~Ub~~~1Jil~~~vrl;;o MAPPER NO. 5861
CERTIFlCA1E OF ,AQ'{I:IQRlZATION LB #7013
Not valid without the '~19ilQ\ure and the orIgInal raised s801 of Q
florIda Llceneed Su~veyor and Mapper
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76.54 \::? K . "Wi)\ ~ ' 173.86 ~ D '-
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2.6'SlOT , MR.{ / 7~0 X78.1~1 vk / / / I" ~IINJ ETAIL // / /f// ~)~/ .~4r\\11)f U1)IJ1Y,~GE,)NGIj5S/,[GREy.; E.I<SEM~T, FOOT INDEX NO 1022:"'/ V ~'s.E"rYPf1:AL~oEWALK' / / / J'5' / ';ry IN\{ a 73.5li / ',," k / / ..f.:' / 7 - / ~4")ilDE)JTI1I)?f,DIlA1NA9I", 1jj&l1tS8'/EGRE~ASliMEW @"..J!72\11
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/~I .71 /~A ~l(\~ -ry ~~~_/ .(~';'~I/V / / T17-x...~:?.rJ-l~,,<f ' /IP-llf.._' voor,_,. 'y-~'/-?T2o/~~ ""_7< /,-'15 / V"'~/'.J t~'//"'4~ '~~.p.~7~.8 75t17~X / /'P7X7P1 '~~i /O/~ ~- / 6~~~696 \ I
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~CP) SECTION) 1 I / /r~ \ 79. 1YP. vlT-TJJ.EA. ,..... \' 12"~' ~ "... .. ' g IS' ~ I', 1\
~/ ~ ~ '/ / ~ In' . b >( X ".72 ~ .3' 15" x 4" X77.571WO_srelW8 SlOE). >>w. ~3 .' II 'J" ...'U' \ l~r . · . · ",I '" o.,n.,t. ......... CONTROl STRUCTlJRE
I ~oS> ~ ~~ ~~-gT ; \ ,~j . { WYE TYP. EDUCATlONAL~" 0 1 / I lbif.:'~'" 6. ; '\ ~" q~R. · ...",. B I '9 ~ I ~ ~(SEE. DETAI~", I ,
~ ~~4 _ ~ ~. f S~E ARCH RAL FACILI1Y X77.20 c. - I j \ ; I I ~I'S~...'" ... "'... (/) Q
J '/ <l IP' _ _ -Ii j ~,if u f" ~"- . 'X" TYP. X, Fli74iL=8f/ 9IJ ,'l '.,' "... · '. --'l . - CON PIPE: i') ~ 'I 1.1 ~ P !lvIOE SllT NeE
>.; 14':.7' ' ~ ~:i .Ph. ~~ ~ 1./. j l..i~ 'rY ~.l..i'C /8, ~~?>7 >( 60 78.3SX 7.79, X77.55 7. X77.31 SEE ARCHTTECTVRAL. I'~~~~ DEr~)EW~ ~ ~~~~N~-/~ ~'t~ ' .. of..... '" "'l\~/} ) v'/ ~.~~<~ ~~f ~~/02\
..-J ~ i " -.: . ~ " ""'llA l~,;I II' - i'!:';~ -=-.:.:- - - .:: ::Li1 ~ .- - ....1lJl< PLANS FOR CON1INUAT10N ,J ~ ~ - I I <"""" c. -V NO< 286 ;' I · / ,.~, \ \
fij;j-.,:' 1'.- ,,~"'</ ~ !- 16-~' WYE _ ~ S~ 296 LF-B' TYP~ i.lI::l!L ". "JIM' -. 'ifl.EL 67.00., 17.8'R , .' . 1># ~ '. 59.38 \
I l+ l'~ ' 0; if,v!:... TYP,.:.. \~~:~ r--"''l.. -~ ~ 79,34 X ROOF DRAIN 1 ~ V Y I\, \ V- rSEE DET~L)_ "& \ ~ ,I l'll.~ ~'. 'I \
~~~:C::::E _-~- ..', ~: .' ~o~ ~'" ~.~~29~. :X~ /' ~80 \~ e ..r- O~ i..6~ ~ co;:~ X77~f~~7~;" · '\ /1 \, ,:7" \ ~~ ~ 1~'~'R\I"I{,(~~ ~~/ \ \
UNDER FENCE 1. '. . '" '" lZ"'- )J X x J 15 X 4 _ _ SEE 1YPI~ '{,O," i~;r ~ W 'YS'v " i, ' h:7 \ 1 I \ ~ i' &. .'97.0'- I !f- I .. ~. 'S :1;/ 4:1 Sl PE "".96 \
(;ffWi,~tft. I I ~~d', '" X77.00 ~ - ~8~1;"" -----~ ~~~~ ~ g~~G U 0 ~I 1~1"\; AI 'ITi'\~C_(). "f1' I ,\!II' ~~r'~~" ~.o.. @ ! ~ ~ I (TEMP. EDUCATIONAL i B=8 \ " : 20'9'R\.~~ WU^ ~" e 1/ ~~~~ \
SECTION) r ~ ~ X 80.56 r- __~_____L______~_ -, \ I \ ......... I 24' 'v 1 FACILITY) J~ - ,...> I.' DBENTlON ~I 8 0 . , \
X 81. 75 I """" A "" ~ r- ---~~~---__, I S' X 4" WYE', ~ ~ / ~..~- .,..",. ~ FF EL-76.80 ,~,I-..- , ~f'//,..1 ,POND g I \
'" j x X 79.24 X [I TYP,' ~~ ~ L~ ~ ~ ... - '''' I I ., ~ r::;:!ffl;f? ros a 74.0 ~ 1-' 69.11 \
\'-.,~ \
ILl ~ :~~~~~~{,o~ ~1<\ ,I /~~1\/1~:\~1:5:'(1:0'Y~';': (~,;~~~;"2 -='L.T'51T1.J7 77~~;D:qia~': 75.:t~1 \ X 7&85 XJ&02 52.1' '2;5 -rc :-7~~~ I~I '\\ll t;11" ~\,I \\ \\ ~
[ \A ~~ ,:0....."'" u ,,'.......',~, ,/ , 'J \ LT -,q~ ,j j' /. I I L_.J !PER fOOT INOEX 102 I' ~'" ' 71.0 \\
-x ---! ~ /" _. ""I~ v' / ,"i \-rl _ ...... \, , '....../ '\,........1 /,/ '~9.11 /,'\, , /' '. '"__, 7.75 ,_..-(" TYP. (SEE DETAl)~) :l ~ ;~~-r-~. ,~':!f"-"-L,.-~~---,...'':'::~-' """-:-::::-~----. ,'-",: '73.,0 7~:O. · I'~ \
" , .. ~ " A~___'''''''''~~~'~~-_.J- lO!~-"-'----":>-..----""'~f----x-~--""'~ X 11 ~':::.I 0:-.':::.1 11'1 L" ~ /' I /; .:-.-A06.5 I I\. ',7 \
....~ X 01 -J'-- X ^" .----- L -' \,", /' " '''J _-~" ~~ I "':;"".::::"~' ~I') \
mr'51\1 - =.'-4' _ ao.s. \! ' 79.7~ . 7&68 ,/ . ... 77.78 / , ~===:;:" ~ . ./", .'-'~" I ;.. \ ~...- .~ - , ~ \
x__;:';'''d&o_r.J_o_l3l>ioo~o_.iIiiT.o_n.o_n_o*n_....i!'Jr..Jo.n.o..n.._n.o.n_o_n.".n_o_P1;';'_n;;"'_, ,':"oi..n"~_h";'?' -'. .-n-" " 0-'" ,/ r;~,-r /' Y' "';:,'=-"'n - . . ~">- . "'c. /' . -. / n-. _~ ,< i" ~':::':,,,- ~ :c' .' A . ? V", - r'~ 0 \
83.50 x \ ~O" 81.~~ \ \ 179.94 II '\\ ~:\'(, (,&.12~2\,,~.)~9"~ ~" '., \1, ~,,7~'*~1...3814.Li, "~~\"l"~1,,Ot,,j!~9;~~1J"~.11"..) //~--M.i\'!' ~24" +~~~"~'\~/:"lr~"~;;~:~,~\'-~,,:~I~&n~~,, \ ~W9.17 \ \
I \ / :SSl .& t lV. 1\ 18 11 \~. 12 ~ 11 ~ {' \11" 'I,ll' (!f2~ 12" \~,,, 9!\, \ " \'-/-"..( '\:.1 11 ~1_~,"I" 714~2v/ \
\ / 81.23 X79.'i..? 18"~ J' X78,69 ' '. '" .' . 1'/(77:.,99..... ~ j xn,34.., .."J/ ?\~.59 '\..... )r., .,', / p', \ Nl1.:"\ J ,/ , " ~"C':' \ _:' \', 1 ',/ /'"u/"-" / / ';..:';: '-,/ ....., "-':.,;::'" \
81.22 " ,/ 8",,' X .' ~ " =- N1S -'''' .1'11" . '1"415 j . .#JS -' Y11S ~ 1'115 .' " S1 /- .S1'M ~, M ~ TM sa73 \
_.."-- '-'..... ,._,,_ ' _~ ........... ., 7787 ,,_ ~ '" X76.45 '7625 / '~ " ,< 7505' /' I, 7371"....., -Kc ' ...- ., ,,'j 7073 ~.
79.29 79." ,78.46 / ,\._,,/ . ,_nQZ'~-, 75.5" 75,52_/" ',' . /7""" "'1.- ./_./ / 7~49 - 72.82 175 "14 ~. ".72
80.05 79.47 ' _ " / CURB INlET INV EL E = 7J. 75( 18"RCP) - / , . - ,,- Me INLET . IN\! .E.U ".;'D.n( 18"RCP) CURB INLET " ~
TOP EL=77,55 INV EL S=73.90(1O"PVC) TOP El=74.46 INV EL W=70.21(18"RCP) TOP El=72.15 \
INV EL W=69.14(18"RCP)
______ INV EL S 67,55(24"RCP)
PINELLAS "SAFETY K" (EL = 36.13')
Rim Invert In Invert In
Elevation Elevatlon Elevation
(ft) 1 (ft) 2 (ft)
Invert In
Elevation 3
eft)
N/A
N/A
73.40 (NE)
N/A
N/A
Invert Out
Elevation
(ft)
~
~
! 15
I I
, :J1~4
,~
. '" 76.45
NA VD 1988
Junetton
Junction Type
FLOOD ZONE
PANEL NO.
'----
o 75.67 76.08.. ,
/'" "
6/"'~
./"
/ 75.46 -J!
CID
Type .p.
69.58
69.58
69.58
78.75
J-1
D
x
125139 G889G
J-2
Type .p.
75.65
69.44
69.44
78.75
69.44
76.35
X76.78
76.59 '
J-3
Type "p.
69.07
69.07
69.07
76.74
CONVERSION
N/A
N/A
Type .p.
73.00
6B.73
68.73
, 75.64
/
J-4
NA VD 1988 TO NGVD 1929 = -0.87
Type "p.
74.00
68.54
68.54
J-5
;:::=
X75,81
76.74
STORM INLET LIST
W 76.37
~"tt:.
...
~ 20" (6.39
5
I
I
i
--
~O.84
X76.29
)(76.01
Inlet
Grote
Elevation
Inlet Type (ft)
Type "F'" 78.75
Type "F'" 78.20
Type "F'" 76.90
Type .t: 79.40
Type "t: 79.40
Invert In
Elevation
1 (ft)
Invert In
Elevation
2 (ft)
N/A
N/A
N/A
N/A
69.82
Invert In
Elevation
3 (ft)
N/A
N/A
N/A
N/A
N/A
STORM PIPE LIST
Length Pipe
Pipe (ft) Diameter
STORM NOTES
ALL INLET GRATES TO BE RETICULlNE STEEL CHAINED TO
INLETS PER FOOT INDEX #201.
SEE DETAIL SHEETS C6.1 & C6.2 FOR DRAINAGE STRUCTURES
AND POND AND SWALE SECTION REFERENCED HEREON.
76.67 '
Invert Out
Elevation
(ft)
Pipe
Material
70.00
69.81
72.'S!
70.00
69.82
70.00
69.81
N/A
N/A
69.82
F"'IC/A2000
S-1
5-2
S-3
5-4
5-5
101.00 15 inch
P-1
119.00 15 inch
RCP
P-2
PIPE LENGTHS ARE APPROXIMATE AND MAY BE ADJUSTED IN
THE FIELD AS REQUIRED.
P-3
17.00 12 inch
RCP
>(
76,54 ,
,
76.49
<
'-J
CONTRACTOR TO SUBMIT PROPOSED STORM PIPE MATERIALS
FOR APPROVAL BY ENGINEER.
RCP
79.00 18 inch
P-4
INLET NOTES:
P-5
92.00 15 inch
PVC
CONSTRUCT STORMWATER DETENTION POND AT THE BEGINNING
OF PROJECT CONSTRUCTION. DETENTION POND IS TO BE
GRADED AND MAINTAINED TO REMAIN FUNCTIONALLY EFFECTIVE
DURING ALL PHASES OF CONSTRUCTION.
ALL GRATES ON-SITE TO BE PEDESTRIAN RATED.
P-6
127.00 15 inch
PVC
TYPE "X" REFERENCING STANDARD FDOT INDEX STRUCTURE TYPES.
SEE DETAIL SHEETS FOR ADDITIONAL REFERENCE INFORMATION.
P-7
190.00 18 inch
RCP
P-8
78.00 18 inch
PVC/K1.000
DOWNSPOUT COLLECTOR PIPE LENGTHS ARE SHOWN FOR MAIN
PIPE RUNS ONLY (FOR CLARITY PURPOSES), BUT ADDITIONAL
ROOFDRAIN PIPE WILL HAVE TO BE INSTALLED TO COLLECT ALL
DOWNSPOUTS AND CANOPY COLUMN DRAINAGE AS SHOWN ON
THE ARCHITECTURAL PLANS.
SEE DETAIL SHEETS C6.2 FOR CONTROL STRUCTURE INLET TYPES
AND MODIFICATIONS.
84.00 18 Inch
PVC
P-9
00
12
P-10 58.00
18 inch
RCP
:I:
P-l1 30.00 8 rnch
PVC
ALL EXISTING GTI/DMH ELEVATIONS CAN BE FOUND ON THE
SURVEY (SHEET 2)
76.6~
~.93
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l-
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Invert
End Section Section Type Elevation (ft)
Single Mitered
M-1 End
OUTLET NOTES:
EL-ELEVATION, IN V-INVERTS, FF-FINlSHED FLOOR, TOS-TOE OF
SLOPE, TOB- TOP OF BANK
B Inch
P-12 6.00
F"'IC
l-
ABBREVIATIONS:
65.00
o
END SECTION TYPES REFER TO F'OOT INDEX NO. 272 AND TO
BE POURED CONCRETE W/ENERGY DISSIPATER
.03
'4.10(24"RCP)
74.34(24"RCP)
L=78,18
75.13 X
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~ I ! ~! ) I ~
CD I CORE DRILL EXIST SAN SMH-ll ! ~
CONNECT 6. PVC WM; \' MANHOLE 0 INV EL 71.36 TOP EL= 74.06 i 1 ' " \
TO EXIST 6. PVC WM W/A I & INSTALL INSIDE DROP lNV El E=68.24 (B"PVC) I I
S. WYE AND 6" GATE TO BE COORDINATED WfTH INV El W=68.36 (8"ClAY)
VALVE: IN BOX I THE CI1Y OF CLEARWATER ,.-... _ 1'7\ I I ~ \
r@- ~ PUBUC UTJL DEPT. r .... \U gp j
-- It W\ HI (~~E DETAIL) 1/ __ ....... = _ __ .! __ __ __ = == ....... -=> === ..,.,." = = . SMH-2 ~ ~ (/)l&.S~'/ \
\ P) \--u-\ <<. ~ u
NV'S ,~~)--- SA SAN '" SAN . SAN Sf-N SAN w iAN -..- SAN w :::'AI\j S.~N SAN ':SA '.J ~ s \
SMH-8 I~ RELOCATED FIRE HYDRANT SMH-11 " W Vi 6" PVC WM W . :'Mt '4 6 0:>1 "Vol,
STM fi1lID S. k~. ST W/ NEW 6. GATE VALVE: IN BOX 68 LF _ a. (J) IPI '11M
CHLORINATION T~ ---. ho/ ,.. . , "\II a" SAN TO'...M,.-- PYC (SDR 26) 3TM ~ STM <C \
~(::E DETAIL!...: G.V. /Y CROSS OVER SAN 0 0.4 % MIN. ~ STM STM STM ISTM -~(') ~\ I
- F.D.C. G~-~./ =exIST 24~...STORM IT ""i --a SAN TO ~ r t\ " ~ I
- "~X ~1 IV' C~OSS OVER 1/ 1\ '/t<(
y /~lJ.~ NEW 1a" STORM \
/' J ~ ~~" I ..6 I I I I ~
"" /1 i:~ ~II - ------- u0 I
"" - SAN MHlI''Nif6' ---.~ -----::::::f\\ ~ I I
() , "TOP EL 76.ao c., - " c (f)~ 0 I
- --- ,..-------,NV a 71.71 (8") sw:, , <l7 I
INV EL 71.61 (a") Nw~r ~ " I \
- ~ OET7] ~_ ~___ -"I II I -.::.... ~ I ~ ~ rJ~ ;:
,.: (~;: 2~;~ ~ '" ./" r~~~Z;;F . ~ ~ .-t:~ ~ - ~ '? \ I
SAN 0 0 4% MIN. == ~" V JACK AND BORE II, .- . , '--., ..... "-- ::c I
... . I- UNDER FUTURE ~ 05 v
SAN MH NO. 5 ~ _ _ _ '(~ - ~i< -. BUILDING (S~~ DETAIL) ~y.:u:y:LQ.. ..1L --.-, J.. ' :2.i~ ~::\1- ..... I I ~
TOP EL 76.20 i' L ..J~ / \' 12" i r' " · z I \
INV EL 72.01 (aj S" d r- , \ ~ I \
INVEL71.91 (BjNE (c I I' (' ~-::::,-,&' : I '" I I \
66 ~ O;NL) r~ 6" '~ . ~ ~ \ ,024~:~;)\ i{Jzb~r FVC _ _- \ _colcroR ~ m!
PVC (SDR 26' L - ';l b.A s...c.!i-l ;,1-) I '\.)... .'-- , \. ~ VERIFY LOCATION &
'I ~ fI1l' ~ k . /' ..... 2" WATER METER, - / f '\, ELEV OF EXIST GAS MAIN
SAN 0 0.4% MIN. _ ..J rv-~:; II~I>------,'<~ ,&:. /' -\> ~,' / RPBFPD ASSEMBLY. \' ~:), PRIOR TO WM CONSTRUCTION
SEEFb~u~g:gN~~~ L" : ~ I ,-, " ~'li:: / ~ L. ~ f1( ~~g t~ /:ti? \ ~\ I \~\
S~E PLUMBING PLANS ~
FOR CONTINUATION 2..""" I~ ~', '\.. I I I J . 2. X 1-1/2" 1 WM (PUBUC) FROM TAP
"\. . 46 LF-6" ", "-SE~ PLUMBING PLANS ~ f. RED ~.,' .' ~~d.M' H-6 TO RPBPD BY CONTRACTOR
::: / PYC (SDR 26), ~ \. FOR CONTINUATION '\ I I ~(O" " _.. . __ . /, .)1 \ ~I
,~ SAN 0 1.0% ' I I 1 1 J '- \
MIN. - \ MODULAR BUILDING I ') ~ \ \ . - , . \
~~ ] ~ ft:I I (TEMP. EDUCATIONAL _1/ ~ \, I WET ~ \ CHLORINATioN TAP -,
\. i," 24" ~ i J~I/~!80 . c:-v .=- ~ I :' Df:.~~NJl,ON \ (f)~ \ \ (S~~ ~ETAlL)
1 ~>1 'I I / I f:-, TOB EL 74.0 \ CrtY TO TAP EXIST 10 -
, '. -1. JI It' rr '.J '-DIRECnONAL DRill SHWT' EL 69.0 WATER MAIN W/A
" . ,! WITHIN UMITS OF NWL EL 69 0 \ ~ 10. X a" TAPPING
...... j ".. t DRIPUNE . , l_ . . - -? SADD' t:" J. a-
. i -, . I: : (sa: NOTES) SAMPLE TAP Y - '1}, VALV. IN c:Ji \
~ ~t ~?204 hi ..1 I r('gZo~D~;aPVi) ~M (SEE DETAIL) \ J 21" \~\;\ 1\ PCg~~T~\ \
r;:. -: INV EL 72.37 (aj W W~ffP~tt:f;.~/~'f fit .J Y (POTABLE) a" DCDVA WI ~ \ j 1\ \ \ \L; ~ j
~; \'NV EL 72.27 (aj N DRIPUNE I . BYPASS ME:TE:R \~ ,: '- ~ lG.vji ~
. :! ~ (SEE DETAIL) (SEE NOTES) I : BY THE CITY OF \ \ "" ~ \ ........-\~
: /4" x 2.TE:E....'i t..'---I~~P___"'" . ,.--.,-:r'.::......-;--~---~ r "" ClEARWATER ~ ~~tn ."
_ G.Y. /' _ li ~ ~ ~ J:+~ "-.- =------7~-y _"" "";~-II ~4 ......~~..~E (SEE DETAIL) , ."" ~~~.......... \
" .,_,~ _ '_" " ~..L ~. ' " ~;._ ._"" .. , '-.. ~_"; ;,ii}.~ 0 ~ \ \ ~
I l :: I w' ..,,;-.;-......""/ .. 1"1N, /--..-....8" tHDPE VW ---A- ",i,~.. ," 'W..~ :~).~: &V/. A \ A.: \ A I \.4.; \ ~ I . '\ ~ \
~4'~2"1Ii2"~" ~ :,v ~N&~ ~~.&)' ~ / \ &~. ~\ ~4" Y tf2~~ 12~'-~'~ ~1" \ \ Ip ~5'\ 78:<- 1t /11"\f'9'/' 12' Co~r:~~~~~~..
\ '\...X. ,;9 / [p l L19.?/L.f~4-JPvO' (13",& 11 \/ \. ~ ~ \, ~:\, LJQS LF:;A" PVC;- -'--"/'" _../ '- ' \, '~ ELEV OF EXIST VERIZON UNE
"'.V'Jl~'y_' .;)' ,~lS,,-- , . :(p900 Pft'1SYWM LS T- ~V'llS' \ V'llS --f~l/ " " 'STM J- /.... ISTM.- JC~Q(J:..D.R1af WM STM STM -, ~ BFP\, PRIOR TO WM CONSTRUCTION
", ~~TfiBLE:) . f" / ''"'- ..:...--...:.. ,. /' / (pOTABLE) TO AVOID CONFLICT
..... . -- ./ ..... ./ '-..,/ ~ SMH-7\ \
-- . . - . , - , ' 6 LF-a" DIP -1 7'" \ \
(CL50) WM \"S- x 4. TEE, 7 LF-4" DIP
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.. IN BOX
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1. CONTRACTOR SHALL DIRECTIONAL DRILL IF WITHIN THE DRIP LINE
OF ANY TREE(S).
2. WHERE DIGGING IS NEEDED WITHIN THE DRIP LINE OF ANY TREE.
DIGGING SHALL BE DONE BY HAND TO LIMIT THE DISTURBANCE TO
ANY ROOTS.
.3. PVC PIPE INSTALLED BY DIRECTIONAL DRILLING METHODS SHALL
MEET ALL REQUIREMENTS OF AWWA C-900. WITH A MINIMUM
DIMENSION RATIO OF DR-14. PIPE SHALL BE POLYVINYL CHLORIDE
(PVC) PIPE. PIPE JOINTS SHALL BE CERTA-LOK AS MANUFACTURED
BY CERTAINTEED, OR AN APPROVED EQUAL.
4. ALL PVC WATER MAIN PIPES SHALL BE LAID WfH TWO STRANDS
OF 12 GAUGE A. W. G. SOLID STRAND COPPER WIRE TAPED TO THE
TOP OF EACH JOINT OF PIPE
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\ FlRE1MAlN INV EL 71.10
EXIST 24" RCP
STORM INV EL: 70,59
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BOlUZONTAL SCALE: 1" .. 30'
VERTICAL SCALE: I" .. 3'
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l6~ dia, Steel bollards v
cone, filled (typ)
10'-8"l :0
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Max ~
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clearance min.
Grllrll>
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00
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/....1/ c.-- swing gote (typ.)
~
4'
Min.
L
~
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PLAN
N.T.S.
drop pin hole
(typ.)
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
l 1'-0" t
[1'""1 0> ~
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; ~
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...
1-
.........., 0>
PARK~NG BY I
DISABLED ~
PERMIT
ONLY
1
REV.
lie beam with,
1-#5 rebar continuous
6'
~
14" ,
r~J
2
8/16/04
4/9/02
DATE
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUM
BLACK BORDER
& LETTERS
WHITE BACKGROUND
BLACK BORDER
& lETTERS
WHITE BACKGROUND
$255 FINE
F.$, 318,18
0>
.
ALL LETTERS
1 ~ SERIES "C"
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\A\llI\I/\Vi D 'tlll/\I/\V\J1\\
"':' . . -' ~..__., ' ,:: <:1.'.1 i, <:l.~' ~:.:','.~~ ',' ',.. _.:.~.:.~~.'._": .>,: .;~.'
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;".........::.:~..i2.~.:...:~ '.1 1 .q..ll'.......~...... ',.:
t- 2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
l"l-III"~,)I I~ ~"lrlllll L--S"X2'-6" CONCRETE MASS,
~ 1. ".; - FINISH TOP OF MASS lEVEL
I , t-) WITH A SLIGHT RAISED WASH
-111== ...1 I.. 11- I" APPROXIMATELY 1/2" ABOVE
-~, ,..I I~, ~ - C71, LEVEL OF TURF/SOD.
W".IIIO"
'", L-J '",
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~ANDICAFFED SIGN DETAIL
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1
REV.
12/99
DATE
RfDAA\\l'ol ey
A.C.
CHECKED BY
M,Q.
DESIGNED BY
M.G.
1YPICAL HANDICAPPED
SIGN DETAIL
D~lE
5/99
INDEX NO.
119
1 OF 1
Updated FIno
DESCRlf>nON
"'.0.
APP.
12'
clearance min,
I
T
1 -!
,
6"J
a.x 16" concrete footing
wi 2- #5 rebor (typ.)
ELEVATION
N,T.S.
Rov. Notcs
Rov, Notcs
DESCRIf>llON
B.v.D.
R.o.
APP.
swing gate (typ.)
"-1-65 at 4' center
drop pin
(typ.)
Grnde
J
! 300IJ ~.'.i. """ete ",. with f'",
mesh reinforcing - monolithic. min
6" thickness, S"x6" I 10x10 W.W,F.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DRA~ BY
E.A.
OiECl<EO BY
D.),!,
DESIGNED BY
T.C,
DUMPSTER ENCLOSURE
SINGLE
CONe. WALK
:2-~
:ii:'
,'....
b
I
~
~':.
-~
NOTES:
CONCRETE MASONRY WAll CONS'TRUCTlON
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed
of concrete block (S"x8"x16"). Materials used should be
consistent with those used in the construction of and
architectural st)le of the principal building. (Section 3-802
Materials)
b.) Existing: maximum 6'-0' high replacement moteriols con
be mode of the some moterials os long os they ore mode of
approved opaque material.
Materials, construction and quantity control of masonry sholl be in accordance
with Uniform Building Code (USC), Chapter 24. General conditions ond
construction requirements sholl be applied os specified in UBC, Section 2404 (f),
during grouted masonry work,
1. All reinforcing steel sholl be deformed bars conforming to ASTM A-615,
Grode 60. Vertical reinforcement sholl be placed in the center of the
masonry cell, and shall be held in position at the top and bottom,
2. If 0 slob dowel does not line-up with a vertical core, it sholl not be sloped
more than one horizontol in six verticals (1: 6).
3. Horizontal wall reinforcement sholl be standord truss type DUR-O-WALL (or
equivalent) at 16' a.c..
4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight
conforming to ASTM C-90, with 0 minimum compressive strength of 1,900
PSI,
2.) FOOTlNGS
8"x16" concrete w/2- #5 continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6"xo"/ 10x10 welded
wire fobric (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 t)'Pe 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.
6. Coarse grout sholl conform to ASTM C-476, with a 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) ore required at the bottom course
of 011 cells to verify grout placement. Cfean-outs sholl be seoled after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
8. Prior to grouting, the grout space sholl be clean, with no mortar projections
greater the J2~, mortar droppings or other foreign material. All cells sholl be in
vertical alignment, ond shall solidly be fined with coarse grout os specified.
9. During placing, grout sholl be consolidoted with flexible coble vibrator. First
grout pour sholl be stopped 0 minimum of 1 - 1/2" below the top of the
middle bond beom mosonry.
5.) GATES
Constructed of min, 1-1/2" diameter gotvonized tubular steel
w/privacy-type slots inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gotes and post constructed and installed per applicable building
code by licensed fence contractor).
6.) DROP PIN
1/2" dia. 18" long metal rod gate latch. Provide 3/4" dio. hole
6" Into concrete for rods. tn asphalt provide a 3/4" P.V.C.
sleeve. 0" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
8.) BOLLARD
3'-6" high, 6" diometer steel pipe bollord filled with concrete,
painted traffic yellow, imbedded 3'-0" deep in 18" concrete
foundotion, (See Detoil)
DAlE:
6/01
INDEX 110.
701
101'3
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
DRAIItl BY
E.A.
CHECKED BY
I),M.
APP, DESl~~ BY
Rov. Not....
a.v.D,
DATE
6/01
INDEX NO.
701
301'3
2 00/16/04
1 4/9/02
REV. DAiE
DUMPSTER ENCLOSURE
NOTES
R~v, Notes
R.G.
DEsCRlpnON
/
HANDICAPPED SIGNS
SEE INDEX NO. 119
-
a.:
~
4',5' io~
OR 6'
,'0::
(TYP.) (7YP.)",; <:>
liLt', ~ <;' :'1' :-.'-:,,'.:, ':'. ",' :~~' \~: ~I;' ,'. ... ';~
. ..,.. .: ;..:'-.":"'~~ ~:':',;';.:':'''' : : .',
11 .~~ ::'" ~ ~.~'.; .~~. 4.<"'~"'~: :~. ,'" ,4"~' . . ~ ~ '. . .
CONTRACTI~~ ;~~~~ 1/4" EXP. JT. (rfP.)
JT. (rfP.) . .,~ :'.
8ACK OF CURB
.30' MAX. SPACING
BflWEEN EXP. Jr.
""
RAMP DOVIN
SEE ---ruJSii RAMP
DET All.
-;..:..-.:
.~:~~~.V 1/2" EXP. JT. (rfP.)
.....,. f
RAMP DOWN
SEEf:WSH RAMP
DETAIL
CONe. WAI.K
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29'-0.
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.12'-0.
. ~~
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TRAFAe WHITE f~ STRIPE (TYPICAl.)
z~
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r-- 1 1/2" BiTUMINOUS CONC. SURFACE
FOOT TYPE S-III
'~~~
.
co
(6 x 6 - W1.4 x W1.4 W.W.F. BITUMINOUS TACK & PRIME COAT
6" FDOT CRUSHED CONC. BASE COURSE
\(MIN 98% MODIFIED PROCTOR/LBR 100)
SLOPE 1 :50 OR 2% MAX 6"
)
I-L-x-x--x-x- ~ - x-x- fIN. GRADE-...
~~{&.. "" ...........
~~~~ (' "4-5' III~
,(0 !!*~ ~ ~~>'>
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.- ~ ~ ~~ V~I'~I'~~ ~~#~I'~~~I'~.~
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r IF NO CURB OR
LANDSCAPING /S
INDICATED, PROVIDE 2'
SOD STRIP
6" l'
SIDEWALKS:
,. ALL CONCRETE IS TO BE .3000 P.S./.
2. GROUND IS TO BE COMPACTED PRIOR TO
POURING (TOP 6" @ 95% MOD. PROCTOR).
3. ALL EXPOSED EDGES TO BE CHAMFERED.
4. WHERE SIDEWALK ABUTS PAVEMENT
THICKEN TO l' OVER 8" AS SHOWN.
5. FIBER MESH REINFORCEMENT MAY BE
USED IN LIEU Of WIRE MESH. USE 1.5
POUNDS PER CUBIC YARD TYPE J//
SYNTHETIC FIBER (ASTM C1116-95).
8"
12" SUBGRADE
(MIN 98% MODIFIED PROCTOR/LBR 40)
PAVEMENT:
,. USE FOOT TYPE S-I BITUMINOUS CONC. SURFACE
IN HEAVY TRAFFIC & LOADING AREAS.
2. PROVIDE 4" MINIMUM BASE COURSE UNDER
THICKENED SIDEWALK EDGE.
CONSTRUCTED AS PER FDOT SPECifiCATIONS
TYP. ASPHALT PAVING SECTION
N.T.S.
NOTES:
1, ALL SIDEWALKS SHALL BE 4" THICK, 3000 PSI, FIBm REINFORCED CONCRETE.
2. CONTRACTION JOINTS SHALL BE SPACED @ 4' INTERVALS fOR 4' SIDEWALKS, 5'
INTERVALS FOR 5' SIDEWALKS AND 6' INTERVALS FOR 6'-0" SIDEWALKS.
J. FOR 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT 5'-O"INTERVALS AND
A LONGITUDINAL CONTRACTION JOINT IN THE CENTERLINE OF SIDEWALK.
4. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS.
5. 1/2" EXPANSION MATERIAL REQUIRED WHERE CONCRETE SIDEWALK ABUT
CONCRETE STRUCTURE, CURB OR PAVEMENT.
6. A LAYER OF 15/1 FELT IS REQUIRED BETWEEN WALK AND ADJACENT
PARALLELING CONCRETE CURB.
7. ALL ACCESSIBLE ROUTES ARE TO BE IN STRICT ACCORDANCE WITH STATE
OR FEDERAL ADA REQUIREMENTS, WHICHEVER IS STRICTER.
(f)
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5
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" STRIPE (TYPICAL)
( ~.;
~- .~,
N.T,S.
TYPICAL SIDEWALK LA YOUT
G
.":<
.. ~
*1 r1/2" P.J.F. (CONC. .PAVING ONLY)
'<0 '.oj :j 1/ r SE:E PAVING DE~AIL
I ~ r.'.':.'
~ 1:~_
!
I
HANDICAPPED STALL DETAIL
~;.-:
12'-0.
NOTES:
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1. PROVIDE 1/8"-1/4" (SAW CUT) CONTRACTION
JO/NTS AT 10' CENTERS (MAXIMUM). MATCH
PAVEMENT JOINTS FOR CONCRETE PAVEMENT.
2. PROVIDE END TRANSITIONS PER F.D.O.T. INDEX
NO. 300.
F.O.C. T. INDEX NO. 300
TYPE "D" CURB
NOTE:
All pavement markings to be thermoplastic.
-2,35!!...
EDGE OF '-2.002-
DETECTABLE ~
WARNING \ ",,-
2. JO"\
f
o
2. 5"
o
o
o
r'-'
PLAN VIEW
REV.
REDRAYn>4 BY
A.C,
OiECKED BY
M,Q.
DESIGNED BY
1.4.0,
N.T.S.
DATE
APP.
~~!E:
5f99
INDEX NO.
118
2 Of 2
lYPICAL DOUBLE
HANDICAPPED STALL
DESCRlPllON
........-DOME PA1TERN SHALL BE IN-LINE
/' ~/TH DIRECTION OF TRAVEL
<
~~ .
,;;-; '"t.\ ~
$~'t. ~\!\~ /;:;>!:~,~.;.:-:'-'i-;::,
~: b..~ d! ,'!':>:'~::,f.:'..:;':~:>
l(v' ..."" . .. . ,'.., . l .' _.,
~:. .'~ ~> ~~~}~'..~'~'i".:'<~; .~.:.>~~; .~~:':'
BACK OF WALK ~: .,..,.~:,..>:.-,.<,:,-,~:-, ,., '
,~\' ~.,.:; ,::~':":;/,;"::<7.','" CURB
""b..~' r-L '.".,.'.'".'..._A..,...."..
~""'..; ~l"" , "::,:<:;' .:,:~~.:..:;.::-,::".::.,
.\ " ...".-.',. '~o '
\ 't. :. .,:''',..:..:-..,.;. b ~ '.::;:>""
. ." . , . OO~QdP . . ~ v
.,' .:: '~':\fi~;:::'<~J;.~? .~ ,.;:' MIN,
..' ..,., .'.;.,..,::" ...;,.,'.....'.. '--FLUSH CURB
..... ~~.~.~:~'.2~ ;~~i-:.t:i:..;..~{~~~y~~::;. ~
,.:: / t';,> ,.{, ,'::;: ;'!/~' ' L DETECTABLE WARNING SURFACE
' ., ",;'-:.~"';:' .<~~ ,},,':':' (SEE NOTE)
~--'::':/i:''''
~. ........
~<,. CURB
RAISED CURB @
o
O'~ 0
TRUNCATED DOME
(SEE DETAIL)
o
c=D9" ~
J. INTEGRAl. DOME
0'2"
---=r
NOTE:
RAMPS, FLARES & FLUSH WALKS SHALL HAVE A DETECTABLE
WARNING SURFACE USING RAISED TRUNCATED DOMES AS
DEPICTED IN THE FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION (CHAPTER 11), LATEST EDITION. CONTRACTOR
TO VERIFY WITH LOCAL BUILDING DEPARTMENT PRIOR TO
CONSTRUCTION.
o
o
TRUNCATED DOME
DETECTABLE WARNING
FLUSH RAMP DETAIL
N,TS.
.,~~/ ~
0<.""
~.
'It'
~6 x 6 - W1.4 x W1.4 W.W.F.
SLOPE 1 :50 OR 2% MAX
)
~x, x, x. x, x. x--x,
7"..../A'_.//.
(ASPHALT PAVEMENT
(SEE TYP. SECTION)
I
~' ~'~-
...
~ 11 -11111I-11I
~V~~~~'W~/~I'~
~
ti
w
J:
(I)
NOTES:
1. ALL CONCRETE IS TO BE 3000 P.S.I.
2. GROUND IS TO BE COMPACTED PRIOR TO
POURING (Top 6" @ 95% MOD. PROCTOR).
3. ALL EXPOSED EDGES TO BE CHAMFERED.
7. FLUSH SIDEWALKS NOT SEPARATED BY
CURBS, RAILINGS, OR OTHER BARRIERS
BETWEEN THE HANDICAP ACCESSIBLE
PEDESTRIAN AREAS AND VEHICULAR USE
AREAS, SHALL BE DEFINED BY A
CONTINUOUS DETECTABLE WARNING
SURFACE WHICH IS 36" OR 3' WIDE
USING RAISED TRUNCATED DOMES AS
DEPICTED IN THE FLORIDA ACCESSIBILITY
CODE FOR BUILDING CONSTRUCTION
(CHAPTER 11), LATEST EDITION,
CONTRACTOR TO VERIFY REQUIREMENT
WITH LOCAL BUILDING DEPARTMENT
PRIOR TO CONSTRUCTION.
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4. WHERE SIDEWALK ABUTS PAVEMENT
THICKEN TO 6" OVER 3'.
5. fiBER MESH REINFORCEMENT MAY BE
USED IN LIEU OF WIRE MESH. USE 1.5
POUNDS PER CUBIC YARD TYPE I/J
SYNTHETIC fiBER (ASTM C1116-95)
6. PROVIDE -4" MINIMUM BASE COURSE
UNDER THICKENm SIDEWALK EDGE.
TYP. FLUSH SIDEWALK SECTION
N,T.S.
'i1/2" P,J.F. (CONCRETE PAVING ONLY)
1/2" -J -
R=1/2"\ 1-24" r- SEE PAVING DETAIL
\:-12.-112"~ ROADWAY
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\- Ii IfllII mil mm
~~ W~~W~/I'~~~~
7-1/2" STANDARD, WHEN USED ON
THE HIGH SIDE OF ROADWAYS THE
CROSS SLOPE OF THE GUTTER SHALL
MATCH THE CROSS SLOPE OF THE
PVMNT AND THE LIP SHALL BE 6"
=11-
NOTES:
1. WHEN REMOVING EXISTING CURB, THE CURB SHALL BE SAW CUT
AT THE NEAREST CONSTRUCTION JOINT AND A FULL SECTION OF
CURB REPLACED.
2. INSTALL EXPANSION JOINTS AT 50' INTERVALS, STRIKE
CONSTRUCTION JOINTS AT 10' INTERVALS.
F.D.O. T. INDEX NO. 300
DROP "MIAMI" CURB
N.T.S.
DRAWN BY:
JLB
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20~060538
SEC TWP RNG:
29-285- 1 6E
OAiE:
02- I 0-09
C6.0
I "
J '
'4"
I
2:1
Slope
3 '
4'
7,'
I II
t
4:1
Slope
7
D
II
I
2'~7"-
2'-/(/'
3'-5"
4'-3"
5'-/"
6 -(/'
6'-9"
7'-8"
8'-61/
9'-2'
/0 -(/
x
~ a y
/.92'
1.97
2.06'
2.15'
2.25'
2.34'
2.43'
2.52'
2.62'
2.71'
2.80'
2.27'
2.36'
2.53'
2.70'
2.87'
3.05'
3.22'
3.39'
3.56'
3.73'
3.91'
A
2.18
2.74'
3.85'
4.95
6.08'
7.21'
8.33'
9.44'
10.56
1/.68'
/2.80'
4.09'
5.12'
7./8' I::.
9.25'
11.31' (')
13.31'
15.43'
11.49'
19.55'
2/.62
22.68
B
4./0'
4.71'
5.91'
7.10'
8.33'
955'
/0.76'
11.96'
/3./8'
/4.39'
/5.60
6.36'
7.48'
9.7/'
11.95
14.18'
16.42
/8.65
20.88
23./1
25.35'
26.59
,~SOd~
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Paid For As Pipe Culvert
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2'-101/
3'-51/
4'-3"
5' -}"
6'-0"
6'-9"
7'-8"
8'-6"
9'-2'
10' -0"
"
"
111
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to
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51 SOd
C
DIMENSIONS
E
F
G Single
Pipe
/.22 4.63'
/.41' 4.92'
/.73 5.50
2.00 6.08'
2.24 6.67
2.45 7.25'
2.65 7.83'
2.83" 8.42'
3.00 9.00'
3./d' 9.58'
3.30 /0./6'
AND QUANTITIES
M
Double TriDle Quad. N
Pipe Pipe Pipe
7.2/ 9.79 /2..51 1.19'
7.75 10.58' /3.42 1.2/'
8.92' 12.33' 15.75' 1.25'
10.33' 14.58' 18.83 1.29'
1/.75' 16.83' 2/.92 1.33'
/3.25' 19.25' 25.25' 1.38
/4.58' 21.33' 28.08' 1.42'
/6.08' 23.75 3/.42 /,46'
f1.50' 26.00 34.50 /.50'
18.75' 27.92 31.08 /.54'
20./6 30./6 40.16' /.58'
4'!" CONCRETE SLAB (CYJ
Single Double Triple
Pipe Pipe Pipe
0.38
0.44
0.54
0.66
0.8/
O.W
1.13
1.31
1.51
/.68
1.89
0.58
0.65
0.83
1.09
/.38
1.70
2.04
2.44
2.89
3.25
3.74
0.87
0.99
1.30
1.74
2.2/
2.76
3.30
3.95
4.66
5.54
6.6/
----~
~-- ,...-
\'" ~
\ '0/
\/
r
/
c
*Slope;
F.D.O. T. INDEX NO. 272
MITERED END SECTION
SINGLE ROUND CONCRETE PIPE
N.T.S.
7.2/'
7.75'
8.92'
10.33'
11.75'
13.25
14.58'
/6.08'
11.50'
/8.75'
20.16'
9.79'
10.58'
12.33'
/4.58'
16.83'
19.25'
2/.33'
23.75'
26.00'
27.92'
30.16
1.19'
1.2/'
1.25'
1.29'
1.33'
1.38'
1.42'
1.46'
1.50'
1.54'
1.58'
12.37
13.42
15.75'
18.83'
2/.92
25.25'
28.08
31.42
34.50'
31.08'
40.16
0.51
0.66
0.85
1.10
1.32
1.58
1.85
2.14
2.45
2.88
3.54
2.06
2.56'
3.56
4.56'
5.56'
6.56'
7.56
8.56'
9.56'
/0.56'
1/.56
5
6'
7
8
9
10'
fI'
/2'
14'
15'
/6'
in ~~
I' l' 'I ~ Beveled Or Round Comers
A~
- \
\
/"
/ /0"
~~'--
---_.~
0.77
0.87
/./2
1.50
/.95
2.45
2.93
3.58
4.28
4.84
5.59
1./5
1.31
/.75
2.39
3.08
3.91
4.73
5.77
6.87
8./8
9.87
Ij
Quad.
PIpe
0.96
1.09
1.42
1.91
2.51
3./9
3.84
4.72
5.68
6.43
745
1.44
1.65
2.20
3.05
3.96
5.09
6.17
7.58
9.07
10.84
13./3
( :>
<:
~So/i
SlOPe V,
GenerOI Z""es See
~feSM
os. I
.,3" Or4f' . ~ ~
Oeepen Around Outsi"e ~
Q Pipe "" Connect
\ .. .. Saddle- Z ~r-----..
////////~// ////////// ///////~// ~
2' Not Less Than 0 ~: ~
No Pipe Joint Permitted #4 Bar:--- . ~,
Unless ADDrQved Bv The Enaineer 0
I E
F (Pipe To Be Included- Under Unit Price For Mitered End Section)
NOTE:
4.03'
5.03'
7.03'1::.
9.03'
1/.03'<>
/3.03
15.03'
fT.03'
19.03'
2/.03'
23.03
8
9
1/'
13'
/5'
f1
19'
2/'
23'
25
Zl'
1.22'
104/'
1.73'
2.00
2.24'
2.45
2.65
2.83'
3.00'
3./8
3.3cr
4.63
4.92
5.50'
6.08
6.61'
7.25
7.83
8.42
9.00'
9.58
10.16
-
((
=:::
,
I~
"1" /
Concrete S/ob,.,3 Or 4~ Thick, /'
Reinforced With WWF 6x6-W/.4xWIA
--
~
~
~T.I:ol
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:00
~~
<t
--
r\.
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itH~
TOP VIEW - SINGLE PIPE
A
SECTION
FINISHED SUBGRADE ON ALL LANDSCAPED AREAS ADJACENT
TO CONCRETE WALKS SHALL BE 2" BELOW FINISHED WALK
GRADE PRIOR TO SODDING UNLESS OTHERWISE SPECIFIED.
SODDING
Slngle Double
PIpe Pipe
2/ 24
22 25
24 28
26 31
28 34
30 37
32 39
34 42
36 45
38 48
40 51
23
25
28
3/
34
38
41
44
4T
49
52
26
28
32
36
40
44
48
52
56
59
63
Side Ditch GrOd~
""N'/N'.......
(SQ. YDSJ
Trlple Quad.
Pipe Plpe
27 30
28 31
32 35
35 40
39 45
43 50
41 54
51 59
55 64
58 68
62 73
29
31
36
41
46
5/
56
6/
66
69
74
32
;, 35
40
46
52
58
63
69
75
80
85
,,\e5
'-J(I\
5' Sod
4; 1 Miter: To I Pipe For Pipes 18" And Smaller.
2: 1 For Pipes 24" And Larger.
2:1 Miter: To I Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Lorger.
5.0' WIDE LANDSCAPE APRON
ADJACENT TO SIDEWALK
AT 3.0% SLOPE (MAXIMUM)
AWAY FROM SIDEWALK
SOD ALL AREAS
DISTURBED OR
12" AS SHOWN OTHERWISE
~~' .~~~~~~~~~
tL~~':'{'~"~';';<.~:~}-i:""~'-:-:'~~~:{';t;!~:}~~i:~'i-;~!':kh~'~{:;,(.~;:'<,';?:;'<:',~';~;:s~f:;". ~A' 4 (MAX)
')' ~:~""',.'._" ~11
... "~', ~f;';;i~/~;~ t;-::r.':~,; ;;:,~;,~,:;::;,~.~~ g,,:;_
FINISHED ELEVATION "<~~?~j'i.
OF SUBGRADE PRIOR TO SODDING
N.T.S.
TYPICAL SIDEWALK GRADING DETAIL
TRENCH FRAME COVER, HEAW DUTY R-4-990-F
WITH TYPE A GRATED COVER
AND TYPE L FRAME
NEENAH FOUNDRY CO. /
3/16" NOMINAL 20"/
/ r NEW ASPH PVMNT,
12" / 1
<7?;; ~ ~..:
';:'; . t ' '7"
J--- ;':;'. ". '1' r----
8" ~ 'x.: 18" '.x~: 8"
~ "t. 1 j';'-
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... " .', .!4. ""~~P*l '. .... " .
w..--;- .~ ~.~ . . .'" ~XH' ..":
';,". /-....... . ." .:. ... I '.." . ",4.. ".' :. ...
/ t 8" "-ELEVATION VARIES
L REINFORCE W/4X4-W2XW2
WELDED WIRE FABRIC
n 2'Min.~
I m 2'*~' Max. ~
\.
Riser -.. 3' -6" Or 4' Dia. t
Tongue & Groove
Joint To Match
Riser
NOTES (TOPS)
I. Manhole top Type 8 may be of oost-in-plaoe or preoost
concrete construction or brlok COllstruotion. For concrete
construotion, the concrete and steel reinforcement shaff
be the same as the supporting wall unit. An eccentrio
cone may be used.
2. Manhole fops shall be secured to struotures by optional
construction Joints as shawn on Sheet 3 of 6 of FDOT Index 20/.
PRECAST CONCENTRIC CONE
TYPE 8
-
One Cage #4 @ 12" Ctrs.
E, W. In Center 1/3 ---' l,-
Of Concrete Wall
In
.-.
,
14 '
3'- 6" Or
4'-0 Dio.
,
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'5 ,~
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.
T
T
FOR INVERT - K ~
SEE PLAN t-.
-
Ie <:/ / j
v.. #4 @ 9"
1l.C. E.W.
:
IX)
PLAN
SECTION
F.D.O.T. INDEX NO.'s 200 & 201
TYPE "P" STANDAR.D MANHOLE (ALT. A)
N.T.S.
I"
.,3'-4"
14
2' - " t , I
('4 spaoeS(21)"
15 Bars@t1f".1-."
."..- x '1
'I
" 3'-4.' 5~n
5~~ I, 2'-0", I ~J."
r Grat~Y 0- L ;r
~h 2" CI. i'- Eye Bolt
f ~l \ See Index 201
~ ---. ~ '----- #4 Bars @
12" Cfrs.
1f' X f'-----
STEEL GRATE
Steel Grating, Straight Bars 2"xt
Reticuline Bars 1.Jl! x I
IX)
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8'
~
8'
.....
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~
PLAN
SECTION
F.D.O. T, INDEX NO. 232
TYPE "C" GRATE INLET
N.T.S.
I'
5'-4"
3'-10//
( 18 spaces@1I3i)"
/9 Bars @ ~
I
'I
"I ~
"t'
= != = !. - = !: - d!: - = !: --,," = ~
= ;= ="~==r-J~= l
B,
,5"
43 x 3 x 76 _
'\
~
1
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= =1==1b~==~==l!=-==
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1,
1
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43 x .,3 xf/./ STEEL GRATE
Steel Grating, Straight Bars .,3" f
Reticuline Bars 2"1
!
t
-
.-.
"
.-.
....
8"
I
C'\l
]0
4'-0"
8"
A
L
!i
b
I
N
" A
"-1
I
i.,
Eye Bolt ~
See Index 201
Ii
~r =
''''i= '=!i= '=i<=
PLAN B .-J
4r
4f'
~ 4'-0"
I") .
"",.-- ::;::::;=- Tool Edges To L"Radlu~ -.....
I~ I I
3'-0"
2'-11"
",..-1;>.-7001 Edges To t"Radius- ~
r. ~
II :L J fit A
~ ,~ ~.Clear 2"ll~.l // 4f
~ 2f =11==II==~
8'11 II 2'-0" II 8"
1I II "
2" Cleo j:f ]'=1]= " 11= 1=
II ~l ii 12" II
~=rrr :~T
~
, =~~ ~ ~ '-' ::
1\.-:'- II j ~ bdl ===l' h- J .fl c <l).S
= ':i:=~ 11= I c: <l) <l):::: ><
8/ II @J 8" ~ i ~ L.. ~
Jl 2" II Clear II t II 2" ~Iea/~ ~ ~ ~ & ~ 0
lr==1t==Ir=iHI==II=H~ ~,]~~~.~ ~
II II 114 Bors @ 1 d?" Ctrs. II II ~ ~ ~ ~ ~
~ .~ --r= =~~ IX) =1 \ (~
SECTION AA ~ #4 Bars @ 12" Cfrs.
~
SECTION BB
F.D.O.T. INDEX NO. 233
TYPE "F" GR.ATE INLET
N.T.S,
T;RENCH SECTION
/"" TYPE "D" CURB
DRAIN GRATES\ r ',:.:,
EL. 20.40 \ . 1 ~ "f
~ ~ fa ~f[ ~ !a 0j ~ :~:;:,,;.
:I ...4, ~
t GRATE SUPPORTJ .~ :.- '-:l
1}' MIN. TRENCH BOTTOM .~ :::~':. ;,GROUT
,1 ({LOPED AT 1% . .,
: :-.....,.;.~ :] " NEW 8" PVC
f7-..x.?}. "14 24"
n!.:... ~~;'~ j:~~ ..... .~. ; '.:"'.:.. ~-" "''':'w:.~''''
.... . :...~~. ~ .~ ...::. ". ~ ~..i\. ",
.. ..... "..4... of . .~.. ......... ." -.:,. .... ..
END ASSEMBLY
TRENCH DRAIN
N.T.S.
EXISTING GRADE ~
~
4
VARIES
/ VARIES (6" MIN)
r ______
/EX/STING GRADE
1.0' VARIES
NOTE: SOD ENTIRE SWALE SECTION TO l' BEYOND TOB AS SHOWN.
N.T.S,
TYPICAL BYP ASS SW ALE SECTION
z~
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FINISHED ~ SLOP~ MAX
FLOOR ~ SIDEWALK
(SEE DETAIL)
ZIP STRIP EXP. JOINT
W/SEALANT
CHECKED BY:
JAE
20-060538
SEe 1W? RNG:
29-28S. I 6E
DATE:
02- I 0-09
C6.1
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Post Options: Wood 2" x 2"
Optional Post Positions~ Principle Post Position
_ .. --- (Canted 20. Toward Flow)
Filter Fabric (In .~ I ,
Conformance With 13 i
Sec. 985 FDOT Spec.)::;' f .
Po ~ Filter Fabric
4J II) ytflow
"\ --
6' Max.
~ r.::
~ . ~
<:: .5
o ::: 'h
~ bt ~
.,.
,..
~
,.
..
ELEVATION
SECTION
...::~ '~".~'h ~
. ......: ;:.." ~~
/'f"''''''' ~
.-..' .
'l ~
.. "'", '--. - ----... .. ~.;,;::.._..
'-. ........
"-
"'-
~
Note:
Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
7YPE 111 SILT FENCE
-..c.
....
~"r::
'?;
.. .. -... -,.
.. '"
.; ;$-. ' -
oj-
1
'"
,~-
~
,..7-t....
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"J
..../..--:.~
'r...~(" .
0: f"
.. ,.~
- :;:'. ....
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" "
- ("\"" ..".-
,.... , ^^
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"j>.)'
'\"
('
t1 ~"..
~\O~
sy
Cap Units
(Typ.)
\1IOj.
S\O~e
6~' f30C
\0 'r~eogrid Reinforcement
fl-. I (If Required)
r;;f- Fill Cells and 8" Behind
~ With Gravel (Typ.)
'-.r Filter Fabric
To2L.Cap ~ 1.3~
Top/WaJlX+ 1.0'
Base/Wall X (Varies)
Walk Cross Slope
2% Max
J
I !
Wall Units J
(Typ.)
Leveling Base
(Gravel Footer)
WALL SECTION
NOTE: Wall to be segmental block wall installed per manufacturer's
recommendations. Design to be submitted by block manufacturer for
approval by eng,'neer of record, Contractor to pay for all materials
and installation as necessary.
DECORATIVE RETAINING WALL
N,T.S.
W/CURB (SEE CURB DETAIL)
~_"J.,:,-'- .:--;:;::::,
rT~~- ...,
Note: Spacing for Type 11/ Fence to be in
accordance with Chart I, Sheet 1 of 3
and ditch installations at drainage
structures Sheet 2 of 3.
Type 1If Silt Fence
Type ill Silt Fence
Type iii Silt Fence Protection
Around Ditch Bottom IflJets.
Do not deploy in a manner that silt fences will act os a dam across permanent flowing
watercourses. Silt fences ore to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPUCATlONS
F.D.D.T. INDEX NO. 102
TEMPORARY EROSION CONTROL
N.T.S.
5'
114.84'
SODDED BERM
~
_ ~ SOD AS NECESSARY
17p:t:frIi1 , ~lA
~ ~~.~-~~ = = = - UTT01Ww SHELF = = = = =
'-r ~lV i!~ ,..
v<~!f ,~m
... ~ , ,~},,, "'''' "'~..........~~ ~ '"'\. "'''''''''' '-( 0.",,"''''.......... '\. '" '" '" '" "'.........."'" 0...'" '" "'..........~ '" '" " '" '" '" "
TOS a 67.00 ~ I' ~ ~r~JfS~p{w~ ~~ ~, ~)- f t'~~ f @ f ~~ {}f~ f {~{,
..;:';
~
-S(,
qo
<.<:"
_ TOB a 73.~ _ --SOD),S NEC~ g~I_GBl'-QS'.-
~I 24 hr) DHW a 72.5L- ~ _ S\;O'<(~
DEP a 70.43 , .... ..... , .... ~ ..... " " ~
~"-"'............" "'" "'''':..... .........."'''',,'''''' ........................'" '" "'''''''"'7'"~'.
/
I};;'
-
POND SECTION A-A
N,T.S.
74.65'
5'
10'
- tXtST G.~
- - _ <14DE:
---
41
SODDED BERM ~
PROVIDE SILT iC~ ~
>I, ~SOD AS NEC~ Ara.;
! .4J.i ... TOB EI.. 73.00 ~.. ffii!. , I
~J1~;-- - _ (50 yr / 24 hr) DHW EL 72.50 --=-- - _ . I1JlltF- Ext G
<-r~~ ~~ DEP EL 70.43 UITORAL SHELF f. MI!. ~~ ., - ~~
~.,\,l.("-~I4l"""~"\,~"\~~~~",,,'.....', ..,.',
105 EI.. 67.0~S:~U,s~r~M~ ~~ -~ f itli ~~ {1~ ~) t ~
POND SECTION B-B
N.T.S.
FIBER REINFORCED CONCRETE PAVEMENT (4~000 PSI)
TYPE iii SYNTHETIC FIBER (ASTM C1116-951
THICKNESS AS SPECIFIED ON PlANS
f'F NO CURB
:):~ ' 1/2" P.J.F. FIN. GRADE............. ;"
.~ ,~
t~p'ui.ti'.'I.lr
~~~~~....~~~~~~~, W~#'~~~~~~~I'~I'~.~
~ 12" COMPACTED SUBGRADE
(MIN 98% MODIFIED PROCTOR/LBR 40)
NO STEEL REINFORCEMENT is REQUIRED FOR PAVEMENT AREAS
PROVIDE FIBER REINFORCEMENT AT 1.5 LBS PER CUBIC YARD
TYP. CONCRETE PAVEMENT DETAIL
N.T.S.
91.29'
DEEP POOL
WA1ER
QUAU1Y
VOLUME
12,859 C.F.
~"'..........\.~
TOS EL 61.00
& NOTES
1, Fasten skimmer with 4 stainless
steel bolts w/ lead anchors
2, Seal 011 edges of skimmer at
contact points with structure with
waterproof caulking or approved
equal
I
I
12"
4'-4"
I
'I
12"
t
(!)
"-
It) "
I CD
<.0 C'l "-
, @ I")
83 @ (
o rtJ
o ....
a. 0
Ul m "0
c
o
m
Co
Outfall Pipe
18"
--==t i- 1--2-1/4"
-+
2-1/4"
Aluminum
Skimmer
t
N
.....
- -- It
""
Weir
I)
_6
':.t N ~
..-
..-
I
-v
I
3' 0"
b
.-
I
it>
-............~
rr
./~
"
CD
I
':q-
Orifice
t
N
.-
- --'
8"
..::..
8"
.;....
~
Concrete Pad -
Under Skimmer
1
lo
Design High Water Level~~
Top of Bank
6" Freeboard
Water Quantity
9.25" Weir (DEP EL 70.43)
. Orific~~
Water Quallty Aluminum Skimmer (Bot. EL 69,93) r--..... """"
SHWL/NWL Provide Su~p_~ ;r
I 1"- J - ~ +-"r--.
Pond Bottom ,- L IT f T
(EL 67.00) Basin 8"/ L#4 Bars
Side Slope @ 12" Ctrs,
6: 1 (Typ.) Cone. Pod
4" Min.
Install 6" (Min.)
Grovel Bedding
CROSS-SECTION
FDOT TYPE E INLET (Modified)
I /
~l
f---
I
OESCRlPllON
REDRAWN BY
Novo
CHECKED BY
M.D,Q.
#>Po DES1~.~. BY
&: PI/09/2001
REV, DATE
Added note,
A.c.
l~
3'-4"
-1
\
-0
C
o
m
TYPE E
. r 2" P.V.C. Pipe
~ If 90' Bend
'\
-'1.2"~ Orifice Opening
\
~ Cone. Pod
4" Min.
ORIFICE DETAIL
l?A;rE
6/00
'N~~O.
1 or 1
~SOD.-----/
~
1-0
Q::~:t
O.....Vl
.....0......
~O:9:
~.....o.
~~
:::>~
U)Oa:
~Vl
.....
9:Q(Jj
o.o.Q::
t:ia:~
-l.....C5
Sffiu
05~ A
. jQ~ J
...,
'<'l
4:1 SLOPE
I
/
VARIES (TO BLOG OR STRUCTURE) 2' ;(;.
~ '''':t (2: 1 PIPE BEVEL
N" DIA OUTLET PIPE -....... ) '( ,.--2' SINGLE PIPE
[~~'t;~R~~:llD) r ' ~ r J L 3' DOUBLE PIPE - - - C) =>
(SEE PlAN FOR ,.---500- <'l
DlA & LENGTH) / ~, ~ -\ Y
PERIMETER SOD .J.- '<.. J
4.7 SY FOR 4: 1 SLOPE /
CLASS I CONCRETE.-/ .
6" THICK (0.19 CY) C\l
2'
~SOD~
SOD
PLAN - OUTLET PIPE APRON
2' SOD
p
TOB o3.S' MIN
{g ~ 4:1 2:1 BEVEL 2' SOD
Sf ~"'"
I 7.... S" MIN 21" )"fIN
COV~R l /" THROUGH SL~PE SHALL MATCH OUTLET PIPE SLOPE
-- ~ J ~lf 1 ~ .______ ~ I I I
N"DIA OUTLET PIPE ~~/ 4:1 / 'tl
(NONPERFORATED) 6"
LENGTH VARIES ClASS I CONCRETE (6" THiCK) DITCH OR POND BOTTOM
(SEE PLAN FOR
DIA & LENGTH)
4: 1 SLOPE
SECTION M
d : 1.7~' std for grassed bottom
0.5 std for paved bottom
F.D.O. T. INDEX No, 286
OUTLET PIPE APRON
4:1 SLOPE
N.T.S.
1/8" RAD1US~ /SAW CUT IF EXISTING
[r' ',' ,',.,.'
'. . " . ..i.
Cl . ,'<, '"
, ,~.., ,.,..~
CONCRETE/ASPHALT SECTION
(DEFORMED TiE BAR @ 30" O.C.
1/8" RADIUS~ (30" LENGTH MIN)
[:~... ,..; y,j', 4" ~J
,. '".:'. "'. i ,. ",oil.. u: .
'. ...... . ......
, . ., ..f 4' . .". .
~4 .... ~ ., 1 ..". .4, ....
0/
1/8" RADIUS~ ~~ 1/2"
[r' .,' .',.. "J;'~ t
Cl :: ~:,':, '~:,~~>
,..,' , ~ //
/~
1/2" PREMOULDED EXPANSIONJ ~
JOINT MATERIAL (TYP)
TIED LONGITUDINAL CONSTRUCTION JOINT AND
TRANSVERSE CONSTRUCTION JOINT (END POUR ONLY)
CURB OR BUILDING/CONCRETE JOINT
[ ":;, ~, ~, ~. ,4? ':. ..:~, :'" I
..' ." ;':.,,' .~ .:,: ,,' '... :'4
'. ,... ~ . .,. '. . .
~L
),
oWn
1/2" PRcMOULOED ~E~XPANS/ON' {D/8 SMOOTH DOWEL@
JOINT MATERIAL (TYP GREASED AT ONE END
(14" LENGTH MIN)
, ',~' '. '3
. " ...... ......'...
:: <:":: '.:.' .~ .';' ~;~,'~'. I:)
LONGITUDINAL EXPANSION JOINT W/SEAlANT
FOR 7" THICK PAVEMENT OR GREATER
12" O.C.
LONGITUDiNAL KEYWAY CONSTRUCTION JOINT
FOR PAVEMENT 6" THICK. STRAIGHT BUrr
TYPE JOINT FOR 5" THICK PAVEMENT
ABACKER ROD & CAULK SEAlANT (JOINT T'r1~
~ ~"~~
1/~:'.,~" 1~~".. l~. ~~., '. rTHICKNESS AS SPECIFIED Cl ,.'~ ','. : ..', :<1: . '
I. ,. .",. "'771" .,..f]1 C\l I." :.,. " ".;,." ..' J
I~."< ~~..~ : .-::-.> ':,'-"~ (J ...: -.';. '~...':",:~, ~;':::~':.:':~ .J
TRANSVERSE CONTRACTION OR LONGITUDINAL
JOINT (SAWED OR PRE-MOLDED) W/SEALANT
LONGITUDINAL EXPANSION JOINT W/SEALANT
ALL ON-SITE CONCRETE PAVEMENT IS TO BE FIBERMESH REINFORCED. 5 INCH THICK CONCRETE IN PASSENGER CAR TRAFFIC AREAS, 6
INCH THICK CONCRETE IN TRUCK TRAFFIC AREAS AND 7 OR 8 INCH THICK CONCRETE IN HIGH FREQUENCY HEAVY TRUCK TRAFFIC AREAS
AS SPECIFIED. MATERIAL AND CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH "RECOMMENDED SPECIFICATiONS FOR NON-REINFORCED
PORTLAND CEMENT CONCRETE PAVING" BY THE PORTLAND CEMENT ASSOCIATION. JOINTS TO BE SPACED AT 12 FEET MAXIMUM FOR 5
INCH THICK CONCRETE, 15 FEET MAXIMUM FOR 6 INCH THICK CONCRETE AND 18 FEET MAXIMUM FOR 7 AND 8 INCH THICK CONCRETE.
JOINTS TO BE CONSTRUCTED AS DESCRIBED IN "GUIDE TO JOINTING OF NON-REINFORCED CONCRETE PAVEMENTS" BY THE FLORIDA
CONCRETE AND PRODUCTS ASSOCIATION, INC.
CONCRETE PAVEMENT JOINT & END DET AILS
N.T.s.
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rtJ E-t
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Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
3/ " Eye Bolts Per Bonds 1-1/2" x 1/4"
PLAN VIEW ,~- 4...... pFDOT Index 201 Approx. Weight 215 lbs.
4-4 "-
S-3/4"-H ~
I 3'-0" "I Top of Bonk (El 73.00)
Grote (EL 72.50) ..
1 ' , Inlet WolI "-
t Steel...-A c ;-- f-ft-. t 2" "-
JJ ~rote 1 -
T 2" Cl. Outfall Pipe
~ r Inv EL 67.50 (18")
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
STORM SEWER
OUTFALL CONTROL
STRUCTURE
WI ORIFICE
CHECKEO BY:
JAE
20-060538
SEC 1WP RNG:
29-285- I 6E
DATE:
02- J 0-09
C6.2
DUCTILE
IRON
PIPE
R ESTRAl NT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - ALL BRANCHES
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restraining Gasket (Typ.) ~ L ----l ~ Thrust Restraint (Typ.)
li.
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.)
* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY WRAPPED PIPE
NOM.
SIZE
4
6
8
12
16
20
ELBOWS ( deg.)
11.25122.50' 45'
L
90'
DEAD
END
VALVE
TEES
BRANCH
18
30
42
*
'*
'*
7
10
12
17
22
26
17
23
30
42
53
63
30
42
54
76
97
117
2
2
3
4
5
6
3
5
6
8
10
13
<: --9'
~a: :::o~
~~~
~--
A~
~
'~
,.0
,:-
Use 3/8" Red Head Anchor to
attach to existing wall
STRAP DETAIL
E
o
l"-
N
r'
NOTES
1. P.V.C. pipe entry requires manhole adopter coupling
by Flo Control Inc., or approved water stop coupling.
CJl
o
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N
cO
.-
"-
o
~
co
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(IJ
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........
0l
'-'
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...J
<(
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Cl
Cl
Z
<(
(/l
z
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w
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3" BRASS IDENTIFICATION
DISKl
.!
"0
2'x2' CONCRETE PAD\
cr>
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.-
.-
w
co
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U')
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D .
.( WATER ()
~ ~
COVER INSCRIBED WATER.s.
VALVE BOX
PAD PLAN
WATER
CONCRETE
VIEW
CITY INDEX NO. 402; 2 OF 5
N.T.S.
I
(\
(
~'y
DO NOT USE FOR
VERTICAL OFFSETS
&.
NOTE: THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON DUCTILE
IRON FITIINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
CITY Of CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
&.
REORAv.t-I 8Y
B.V.D.
CHECKED 8Y
DESIGNED BY
G.C.H.
J>A'TE
9/02/99
INDEX NO.
403
2or2
6/03
DAlE
GUl
AJ>P,
THRUST
RESTRAINING
REV. LENGll-l TA8LE
DESCRlP'TION
REV.
.../:, i
..
:
· '_::c.
',,:.'.:<:,'>~..:
Mechanical Joint Tee with
Compression "0" Ring with branch
cost into manhole wall
f:~! ~
r/< PVC Pipe /)<
i~<>j -Suitable D.1. Pipe
r~~:~ ~.:~ to m ~L i(>~ ~ r~
~<~/ n ~~ 016
LJ~~ ~~
:;>:..(0)-'.. //f '" N ~
: ,',,', H(,', ..:,: <:: ., ',(, ,'-',: " .
;,';" ':., "'HH "'H"""':"..,. "..'i' ,",: ,,~~~Jn~:t~ilSteel Strops -
,
If Sewer is PVC, 0 D.I,
to PVC Adopter shall be
used.
SECTION A-A
REV. DATE
CITY OF CLEARWATER, FLORlOA
ENGINEERING DEPARTMENT
REOrro: BY INSIDE DROP 8'''fi1
CHECKED BY DETAIL IN()EX NO.
W.J.S. SANITARY SEWER 302
N'P. DESIGNED BY
O~~ 3or3
OESCfdP1l()N
TYPE OF VALVE:
BUTTERFLY, GATE OR PLUG
SIZE OF VALVE
DIRECTION & NUMBER
TO OPEN VALVE
4"
OF TURNS --l~ GATE VALVE
~ L-13
WATER
TYPE OF SERVICE:
WATER (POTABLE WATER)
3"
IDENTIFICATION
DISK
BRASS
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENlT
WATER VALVE BOX
CONCRETE PAD
PLAN VIEW
R€V.
REORAYIN BY
D.Kina
a-IECl<ED BY
RM
N'P. OESlGNED BY
Pub. Util.
DAlE
02/09
INDEX NO.
402
2OF5
OATE
OESCRIPTION
i
~
~
t~
I
~
?
I
z~
O~
>-
~~
~~
(J)
See Index No. 301
I'"
_/'J
At Terminal
Manhole
-
~
,
~::::,;~
:,;
::~ i/ '\
==
o
lJ..
--....
\.
12"-
~
?>
~
jn
)
~ ~ ~
/ ~
I
I
"..
2' Joint In
Pipe Entry
Typical
'h
~
ul
6'~
I
.c
.....
p g-
o
l..---
V
I
II
~ ~ /
h/ '&~
'/
?
~
'i~
'~ '/
~G:
l.A/---
PLAN
Square Bottom
Permitted
Shallow 0'- 4'
Standard 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
A
2'-6"
3'-6"
3'-6"
3'-6"
B
,C
4' Max
6' Max
10'
14'
o
3'-6'
4'
4'
5'
E
24" Max
30" Max
36" Max
36" Max
7'
7'
NOTES:
1. All concrete to be 3000 p.s.i. with fiber mesh
reinforcing,
2. P.V.C. pipe entry requires manhole adopter coupling
by F10 Control Inc" or approved water stop coupling. 3. Manholes
sholl hove 0 water proof Bituminous Coating
on the exterior & interior. Koppers bitumostic block
solution 300M, or Proco EP-214.
B
INLET
-\
NOTES:
1. EXTENSION ON VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE.
2. OPERATING NUT SHALL BE SET SO AS TO BE WITHIN 12" TO 18" OF GRADE.
3. INSTALL 3" BRASS IDENTIFICATION DISK IN CONCRITE.
4. INSTALL 2" PVC WITH PLUG FOR TRACER WIRE STORAGE.
5. LOCATOR WIRE ACCESS - 2" (WHITE OR GRAY) SCHEDULE 80 PVC, BRASS FEMALE ADAPTOR COUPLING AND 2" BRASS PLUG wi RECESS NUT.
TERMINATE INSULATED, SOLID 12 GAUGE COPPER TRACER WIRE AT TOP WI A MINIMUM 12" OF EXTRA WIRE.
VENT PIPES~\
OPTIONAL
l
1'\
I
I
INLEr
-\
T
l'
L-I
c
&. 7/2.8/0':>
1 4/9/02
REV. l),t,TE
A
GROUT BOTH SIDES
/.,~
,
. . ~ . ..,. .. .
r 1
ClEAR ACCESS
OPENING
{ ]
o
(",OUltET
PRECAST 8AfFl.E 4" THICK
"-SLOT BOTH SIDES
INTERCEPTOR CELL
SAMPUNG CELL
PLAN VIEW r LOCKING FRAME & COVER
TOP OF COVER TO MATCH:"\ AIR & GftS TIGHT
EXISllNG GRAOE/PAVlNG I-l-- 6" OR I.NllD
WHERE APPUCABLE I I
r:. .
. .
. .
'~1f.).
L,
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.' .
.0.';,.
.~
: ,. v
. ":.. .",' ,."........ p" ~ : . '!......".
'. ow.: "0 0"_
~~
. .:''''''.'':
.. I'"
..... .:. ..~. ':~:. ~'. .<~ ~. ::.: ;~.1 ::~>:~::.. :"
· ............-INSPECTlON TEE lYP ~J
U
p... ~ :~ ....~;
.
OUTlET TO
SANITARY
SEWER MAlN
\-
.. ... "'"''
Il1
;1
E
PRECAST BAFFLE._
4" THICK
.1
o
T
1'-0'
..
T
T
. .
. '
A l!HGTIf -
I LENGlH
INTERCEPTOR CELL
SECTION VIEW
SAMPUNG CELL
Pavement
3000 PSI 2'x2'x6" Concrete
Pad with 6x6 W.W.F.,
r /~.., · ~ -
V /y~ /J")/
!J I>
<l ,
~
"" .... ," .... .... : ....... ....."... .. ...... .... :.....
... ..... ..J...... .":... . .'~.: ",:... .." .,.U ".." .. ~.
.:"'COtrlpa9te.d:.,.~~gtag~~-: ....:. .~: :..:: ".
~..... :":'" ....... ..... "': .. .J. .. : .. ,. ". :... ;.'
.' .
See Note 1/ '-
3-Piece AdjUstable--./'
Valve Box ~.a-
(No Substitutes) ~
l
I'
Water Main
Mech. Joint valveJ
NOTE:
1. NO PVC RISERS ALLOWED
~:
<~
::c~
~
t!
FIRE DEPARTMENT CONNECTION
- (SIZED PER NOTE 2)
:x:
Varies ..L
L~ ?
~
SWING CHECK
VALVE
I~
~ ~
Clay Brick
Masonry
1/2" Cement
Plaster
o )
o
'/
Bottom Of
Corbel
"
- ,
-~ 8"~U
;'0" . - ,
<I) :. ':~
\...
<I);:) . 12:~
6<i> : ~
"E" 0:: . I-- 4
~ 0 0. :4:.
~ 1~~ N~ 4j~
:'::::::':::::::::. . ":::::::! ,.. /' A:: ~::.;.:: ~
I.......'~. ":";:" ..4,....... =4.........:$>....... .' ,f' '~1 . i
:~;~.::;:~~: ;:;:;:~;: ;.;:;;';:;:; .::~:;:;. :; .;: ;:41 :P- t
"--. "G"
8"
36" - 42"
SIGN, PER
/ NOTES 3&4
I 1/ PAINTED METAL
RISER, SIZE TO
~ / MATCH MAIN
/ (6" MAXIMUM)
V/l:/" /Y if/.:,Y... '
~~~~~~~~
2<<.<<<~~~~V'/
'/
I
;"
~~~~~
.(~~~<<~~
SECTION A-A
Crown of drop pipe
shall match crown
of outfall pipe for
outfall pipes of 1 0"
or larger.
3' MIN.
DEPTH OF COVER
EPOXY COATED
& LINED
RISER PIPES
F
8"
8"
12"
12"
G
at 12" E.W.
at 10" LW.
at 10" E.W.
at 10" E.W.
#8 TRACER WIRE-
3
5
5
#5
RESTRAINED _
PVC MAIN
Rom~ Brick
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
l..M, ~~ BY BRICK MASONRY s'''fi1
CHECKED BY MANHOLE DETAIL INDEX NO.
RoC, W.J.S. SANITARY SEWER 302
N'P. DESIGNED BY D
O.G.B. OUTSIDE ROP 1 OF 3
~
v,
. 06, "
~
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Rev. Note$
DESCRIPIlON
TO FIRE SPRINKLER
. '"
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,/)yhYhY/.: ~ ..' ......, .. '
~~~~~~,,':' '.'
'?<<~0?//., I" , ,4 ~
. ,,,<,,,,<,,","<i.~,,'-i " '."
.4 '"4 4-
I'
THRUST
BLOCK
INTERCEPTOR CELL SIZING CHART
GALLON
CAPACITY
750
1000
c
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A
8
4'-3"
4'-2"
4'-8"
7'-0"
3' -11"
7'-0.
9'-0.
3'-10.
5'-0.
7'-2.
1250 9'-0.
7'-2.
4'-10"
NOTES:
1. LANDSCAPE PLANTINGS, WHEN FULLY GROWN, SHALL NOT OBSCURE VALVE OR FIRE
DEPARTMENT CONNECTION (3' MIN. CLEARANCE REQUIRED ON ALL SIDES).
2. FOR FIRE DEPARTMENT CONNECTIONS SUPPLYING COMBINATION SPRINKLER SYSTEM -
(1) 2-1/2" INLET IS REQUIRED FOR EACH 250 GPM OF THE SYSTEM DEMAND OR
FRACTION THEREOF.
3. ALL FIRE DEPT. CONNECTIONS SHALL BE IDENTIFIED AS TO
ITS FUNCTION AND WHAT THEY SERVE. THE SIGN SHALL BE ALUMINUM WITH A MIN.
THICKNESS OF 0.08". THE MESSAGE SHALL BE A MIN. OF 1" HIGH BLACK LETIERING
ON A WHITE REFLECTIVE BACKGROUND. ALL BACKGROUND SHEETING AND LmERS
USED SHALL BE HIGH INTENSITY MANUFACTURED BY 3M COMPANY. THE SIGN SHALL
BE MOUNTED BY AT LEAST TWO FLARED LEG BRACKETS ATIACHEO TO THE RISER BY
STAINLESS STEEL STRAPS.
4. FOR SYSTEMS REQUIRING A FIRE PUMP, THE INLETS OF THE FIRE DEPT. CONNECTIONS
SHALL HAVE PERMANENT SIGNS STATING THE PUMPING PRESSURES NEEDED TO
OVERCOME THE INTERNAL WATER SYSTEM. SIGNS SHALL BE CONSTRUCTED AND
MOUNTED SIMILAR TO IDENTIFICATION SIGNS.
5. ALL UNDERGROUND BOLTS, NUTS, AND WASHERS SHALL BE 316 STAINLESS STEEl.
(f)
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5'-2"
General Notes:
1. The interceptor system may consist of multiple
interceptor cells, if required greater than 1250 gallon
capacity.
2. One sampling cell per system shall be installed at
outfall to main.
3. Concrete wall coating taking into consideration the
water-oil mix.
4. Contractor to supply & install all piping and
sanitary tee's, clean-outs for cleaning toward and
away from interceptor (alternate dual sweep
clean-outs).
5. Contractor shall assure 2.500 PSI minimum soil
bearing capacity @ bedding elevation.
J:ll.QIES;
1. Concrete: 4500psi @ 28 day.
2, Rebar: ASTM A615 Grade 60.
3. Mesh: ASTM A815 Grode 65,
4. Design: ACI3 18-83 Building Code
ASTM C857 Minimum Structural
Design Loading for Underground
, Precast Concrete Utility Structures
5. Loads: H-20 truck wheels w/30% impact
per AASHTO.
6. Fill wjclean woter prior to start up of
system.
7. Gray water only, black water shall be
carried by separate sewer,
FIRE DEP ARTMENT CONNECTION
N.T,S,
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
RUNNER],
{1-
CARRIER PIPE J .~
r- RISER
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(2)
REDRAWN BY
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CHECKeD Sf
P,D.
DESlGNED BY
DoS,
DATE
01/02
INDEX NO,
307
10f'1
~ / _ _5' MIN.
..:. _..,.,; " ~. ~I.O'G'fOl,lN.9~~qtl-ill NI::;JIT1I
::::<.~' I~lltril '~;':.:~~ IIlmIIIU~~DI~I~il
';, : CONe, _ ~. ',. ill-ill / JiiJ~) II;:;:
,FOo,TJNG -ill I 1_ -ill-"!-:'hill~
6- THIC!ll ill- f2,.W-~lJ1IU;;: RUBBER END SEAL
COMPACTED sroHC:Wiil 11I11111l:::1!:;11l11111,!..CIlI/SECUREO wmt
(OPEN cur ONLY) - - - - - 1;::; STAINLESS STEEl
R' R.1'f~ BANDS AT tACH
END OF CASING,
fl..... .....1 1--0111 :n
.6.-1\,
Jl' 1.ll1" TO
12 IAAX.
BETWEEN SPACERS STEEl CASING NS SHOWN ON RESPECTlVE
DRAWING AND NS DEFINED IN SPECIFlCAlION$
02 ~
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T~-J ~~NG
=F"""'
GREASE INTERCEPTOR
750 1250 GALLON
,
12- t(MIN)
l
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..'6 \. ~
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;.. ~ ,,-,
I ./ 2-12G
V Tracer wires
NOTES:
r2" MIN.
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(1) VERTICAL DIMENSIONS TYPICAL FOR CASINGS
(2) SEE UTILITY PlANS
(3) STEEL CASING PIPE SHALL CONFORM TO THE REQUIREMENTS
OF AWWA C-200 AND ASTMA-139, GRADE B.
V2" PVC
(See Index # 402,(0
Sheet 2 of 5) I '0
SPACER
~
o
SECTtON A-A
PRESSURE MAIN TO BE RESTRAINED WITH
MANUFACTURERS RESTRAINED JOINTS
THROUGH CASING. USE (3) SS CASING SPACER
CENTERED ON EACH PIPE LENGTH.
11MBER SKIDS ARE OPTIONAL
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MINIMUM CASING SIZE AND THICKNESS
"- Water
""- Restraining Joint
- - 4" 6" - 8" 10" 12" - - - - - - - -
- 12" 14" 16" 18" 20" 24" 24" 30" 30" .30" 36" 36" 42" 48" 54" 60" 66"
t )) JI, ,
.188 .188 1 RR .250 ?"in .250 250' .2sd .250' 312 .31 '/'11 12' .375 375' .sod .50d .50d .50d .50d
Main
PVC
(~) STEEL CASING PIPE (D2)
WALL THICKNESS
TYPICAL VALVE & BOX SETTING
DRAWN BY:
JLB
JOB #:
CITY INDEX NO. 402; 1 OF 5
N.T.S.
REV. DATE
JACK AND BORE/STEEL CASING DETAIL
N.T.S.
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CHECKED BY:
JAE
20-060538
SEe 1WP RNG:
29-28$- I 6E
CITY or CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAL VALVE & BOX
SETTING
DATE;
OESCRIPTION
REORA'Ml BY
B.V.D.
a-IECI<ED BY
TLM
IoPP. DESIGNED BY
Pub. Uti!.
DA1J;:
02/09
INOEX NO.
402
1 OF 5
02- I 0-09
C6.3
10<0
('1)(')
10<0
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2 Feet Maximum
! 2 Feet Minimum r_Flanged Tee
J .11 Flow Ilt7t III 0 0 o^o o^o
J 0.11 .. lUl\ 0 0 .oVooVo
(8 N t 4) /' ;Brass Nipples ac ow
ee 0 e Boll Valve............... . (Typ.) / Preventer
\.. _ .c:::s. ----.
,. [l{ X n
90' Bross Ell -=r
* APPROVED R.P. DEVICES BYPASS DETAIL 90' Brass EI * APPROVED DOUBLE-CHECK VALVES
Hersey-Beeeo Model GCM Bypass Not Shown In Profile Hersey-Beeeo Model No. 2
Ames 5000 SS Resilient Seat Ames 2000 SS
Watts Model 909 or 009 OS &. Y Valve (Typ.) Approved Backflow Watts Model 709 or 007
Conbraco 40200 Jl. Preventer *:i......IL. Conbroco 40100
Flonged Tee~ C;X:::l ~
Flanged 90' Ben~ '\. i==: [PI~s~er A r:r. ~Ianged Tee
"'~ S m~m ~"" ~ ~~J L 0 Flanged 90' Bend
o oll[ Jll Meter 0 0 --1110 0
- ... Uniflange
E=~ t=~
~ Uniflange ~ tJ ~ Support
Gate Valve Installed Below Grade ~ Support 1 r 2" Support 0:: Gate Valve Installed By owne7
(See Note 4)\1 c::i J, I:. . \ .Jt ,\/, r: . ':\ \\1. c::i \\1.
2 Feet Minimum /"' Megolug Restrainer Megolug Restrainer-........ 2 Feet Maximum /
:... f ~Hf NOTE: M.J. 90' Be~~ ~ ~... LI
a ~ Flow II 1. 0 S &. Y VALVE HANDLES Will BE CHAINED AND LOCKED. '\. II II~ b
· ~ 2. METER SETS WILL BE PAINTED AFTER INSTALLATION. '- 11I1
\ .u 3. BYPASS PIPE & FITTINGS SHALL BE THREADED BRASS. ..
M.J. 90' Ben 4. GATE VALVE SHALL BE SET AT WATER MAIN. FOR ALL WATER METER
. SETS OVER 10 FEET FROM WATER MAIN, GATE VALVES SHALL BE
Gate Valve at Water MOln INSTALLED AT THE WATER MAIN AND THE WATER METER SET.
(See Note 4)
11B~1I l Ino
"-- Tapped Flange
I' Boll Valve
., ~' Cate Valve Instolled By owne\
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Max. 15' - Min. 4'
Top
View
18" Min.
24" Max.
j~.:;,~~'~~~~'\~;
;,<",,:;.,..,.-.;,--/"
Approved Backflow
Prevention Device (Flanged)
Bock of Curb
or
Edge of Pavement ~
v~~
*
;'';;}1::~);\:~\::
I
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Ford Meter Flange
Flow. ~\
.~- 0 :1
~ Meter
(Flanged) 1
Distance Varies
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Ford Angle
Valve (Flanged)
~
NOTES:
1. STEAMER CONNECTION TO
FACE STREET.
2. ALL FIRE HYDRANTS TO HAVE
5 1/4" VALVE SEAT.
3. FIRE HYDRANTS SHALL BE
PLACED AT STREET CORNERS
OR IN THE R.O.W. ADJACENT
TO SIDE LOT LINES
WHENEVER POSSIBLE,
4. SEE INDEX 402, SHEET 1 OF 5
FOR TYPICAL VALVE BOX SETTINGS.
5. SEE INDEX 402, SHEET 3 OF 5
FOR TYPICAL CONNECTIONS & FITIlNGS.
6. HYDRANT RUN OUTS SHALL BE
MAXIMUM 10 FEET OR LESS
FROM WATER MAIN.
7. ON HYDRANT RUNOUTS GREATER THAN
10 FEET FROM THE MAIN, INSTALL MECH.
JOINT VALVE AT MAIN AND AT HYDRANT.
"~~
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Valve Box / I
(See Note 4)../ ~
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Joint Valve \ I
nn ~::I
oeIlIp
~ WJ ~ Brass Nipple
Dr ~~
ONLY APPROVED
c
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Kennedy Guardian No. K-81 D
Mueller Super Centurion No. 25
American Darling 8-84-8
AVK-Nostalgic 2780
co
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0-0
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12"
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TYPICAL
900
COMPOUND WATER
RISE 3", 4" & 6"
CITY INDEX NO. 405; 3 OF 5
N.T.S.
METER SET
MODELS
1 1/2" and 2" MODELS
TYPICAL SINGLE DEVICE
TYPICAL
FIRE
HYDRANT
SETTING
NOTE:
Device must be installed level.
CITY INDEX NO. 402; 4 OF 5
N.T.S.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
90' RISE
3",4" and 6 MODELS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REO~~ BY 1YPICAL METER SETS W /
QlECKE(l BY BACKFLOW PREVENTERS
1 1 /2 and 2 MODELS
/Ii'?, DESlGNED BY
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
TYPICAL FIRE HYDRANT
SETTING
* APPROVED R.P. DEVICES
Hersey-Beeco Model FRP II
Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FOC
Watts Model 709 or 007
Conbroco 40100
~
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=
REDRAl\N BY
MP
CHEa<ED BY
G.L.B.
/lPP. DESIGNED BY
Pub. Util.
DAlI
02/09
INDEX NO,
405
.3 Of 5
DAlE
ofi94
INDEX NO.
405
2 OF 5
DAlE
02709
INDEX NO,
402
4 OF 5
REDRA\\N BY
B.V.D.
CHECKED BY
G.C,H.
/lPP, DESIGNED BY
T.C.J.
REV. DATE
DESCRIPTION
REV. DAlE
DESCRIPTION
REV. DATE
DESallPllON
It.
~.
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2" Boll Valve
Hose Bibb~
3/4" GalVanized/
~
.I~
-.-
NOTES:
1. ON HYDRANTS REQUIRING RUNOUT
LAST TWO JOINTS MUST BE RESTRAINED
(SEE DETAIL 403 SHEET 2 OF 2).
2. HYDRANT RUN OUTS SHALL BE
MAXIMUM 10 FEET OR LESS
FROM WATER MAIN.
3. ON HYDRANT RUNOUTS GREATER
THAN 10 FEET, INSTALL MECH. JOINT
VALVE AT MAIN AND AT HYDRANT.
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
Fire Hydrant Assembly___
(Typ.) -----
U)
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-
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111 .. IIr Mech. Joint Valve
( @ ) - (See Note 3)
Threaded Corporation Stop
MUELLER H15008
or approved equal
( TAP AT 45' ANGLE )
Connecting Piece w/integrally
cast Mech. Joint Gland on
one End-D.1. Rotatable Mech.
Joint Gland on Other End.~
--
l.<
'"
~
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..
---l(lo.
All
Distance Varies
(See Note 1)
2" Galvanized....____
\ Water Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyethylene W
ONLY APPROVED
Saddle required on
4" P.V.C. only
....
- .
@ ) - Mech. Joint
Valve
2" 90. Ell
~~
D, II
I
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Kennedy Guardian No. K-81 D
Mueller Super Centurion No. 25
American Darling 8-84-8
AVK-Nostalgic 2780
Valve and Hydrant Tee
w/D.1. Rotatable Mech. Joint (
Gland on Ploin End BranCh.~ I
^
!!I!
~p
W Iron service saddle
Ford Fe 202 series
W / stainless steel band or
approved equal.
2" Corporation____
Tapping Saddle
~
~~ 0 ~
I-
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TEMPORARY BLOWOFF
rl" AND SAMPLE TAP
~
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,
(
~
Water Main
.
Water Main
I
~~
TYPICAL HYDRANT SETTING
PLAN VIEW
CHLORINATION TAP
~
END CONNECTION
TOP CONNECTION
CITY INDEX NO. 408; 2 OF 2
N.T.S.
=
00
\C
N
CITY INDEX NO. 402; 3 OF 5
N.T.S.
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CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
TEMPORARY BLOWOFF
AND
SAMPLE TAP
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
TYPICAL HYDRANT
SETTING
PLAN VIEW
W 3/29/or. Ch9. SeMee Sodd~
W 8/1/95 CIlg. SeNIoe Tubing type
REV. DATE DESCRIPTION
06~~/91
INDEX NO.
408
, OF 2
REDRA\\N BY
B.V.D.
QlEa<ED BY
LM.M.
/lPP, DESIGNED BY
R,S.F.
REORAYlN BY
B.V.D.
CHECKED BY
G.L.B.
API'. DESIGNED BY
G.C,H.
DAlI
02/09
INDEX NO.
408
2 OF 2
REDRAWN BY
B.V.D.
CHECKED BY
G.LB.
API'. DESIGNED BY
G.C.H.
R,s,r.
O!-W
02/09
INDEX NO.
402
.3 OF 5
CHLORINATION TAP
G.C,H.
REV. DA'IE
OESCRIPllON
REv. DATE
OESCRIPllON
z
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THREADED PLUG \
(CAST IRON IN PAVED AREAS) \
~ ~~~.~:::'::::~'.~ =.~:::..::::'...:~~~"
, '~':'<<')J://>>'/ii!i/2:..r(~ ",.~0; ..:.~. . ~~ WY/
CONC. PAD 'v~v~~ ~ ~~
4" THK. X 1'-6"SQ...../ ':A&., ,_S:<.... '
W/6"x6" W.W.F. r-~(~;TCH SEWER SIZE)
Ir LI ~~f~~:E,:gEO gy
P 11/ m" THE PIPE
MANUFACTURER
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NEW SEWER LINE
,,"
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TYPICAL CLEANOUT
N.T.S,
DRAWN BY:
JLB
JOB #:
20-060538
SEe 1WP RNG:
29-285- I ESE
DATE:
02- J 0-09
C6.4
CONTRACTOR / SUBCONTRACTOR
"1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND
SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE
STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER
DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES
AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED
THEREUNDER. "
80
I I
N
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l:
i
NAME TITLE
CHURCH
ARCHIE L. JOHNSTON ADMINISlRATOR
COMPANY NAME, ADDRESS AND
PHONE NUMBER
HERITAGE UNITED METHODIST
CHURCH
2680 LANDMARK DRIVE
CLEARWA TER_ FL
J
o
40
DATE
SIGNATURE
20
18'
~
12~2'
~6"
14~A
18"
\
~ 0g" 0, 0 \
8 5"
8"
141)
~
G1H2 rnii!ID
18~<l> 10"
l
E
o
O'l
l.()
t-..
J
O'l
o
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N
75,67' 76,541, I 75.01'~' I I <Z? ~ 73,73 0 ,17186 ~@, F ,"It.f.~ 8" ~ I ""- I
~ '\. I I I 8 V 22" " X73,24 f.73.0672.71 18" :=11@>71.571"'l>"':&..........71.2311
~ I I r7\ ~19 c:. -f~ ~ ~
_.Y< I @ I I f \U k I _ X71.99 \W VJ U ~ I ~
4~0 ' 4-, [1 II@X75,491,.,9'1@1 II@ ~ I ~ ) 72.97 I , I I~ II! I ~0.44
81M 14" 13 lJ V W '7' 72.57 -:--1 I ....' , 9 70.59 I; t"'---- I I
'"06' \- -"l,*, 12" 0 f'~ 121 ~ I'" ,,~"" r "" 0 t,,, I 0 - ~;.; ~ r-... I I
9:&0'2" PROVI DE 'f<rt P. nllLET "i:@): 0 ~ ,"$ 1@/'2':,,,,,,,,,,,\, : ~I
'''-a,. PROTECTION PER FDOT -__ I I I 12' V 0 I n" n.~ ~ I II~. I """ "''' I
CONSTRUCT SILT 06' 10.~ .....yp I ~V 12" I 20" I I 2 1~ I I ~ <'
FENCE PER FDOT 14"A INDfX NQ. ~ ,A-~. · 7' 3 ~......",- I 0" II ./1 I I ~ 170~ 70,271 'if I ~
---, @ @ 21"14-"@ 012" ~3" @ I II~ ~, ~74'~ ~ ,{4.32 I 112,03 .. IV> I j I 1 1'0.06
INDEX NO. 1021 I ~ 1~4' ~ 1O@'2" @,2" ~2" @. ~6" "" I ",j I", 1<" ;;~ DISXC73.04HARGE POX7Il.9N3 T,='- Ifl-. I '" I
TYP. 0 -51F1.. 18" @ 10" @ t7 @ 'l> I / I Q; I r1' " I I 6
9.57 7~,21 78.43 'l:!' GTI-6 GTI-6 8~ 14"~r ~8J1fE ~2" @ 13" @ 12" ~~2 <'Q; 12" I / I 24"1 I I I:
80'66;~ 76.40 7S,SS 77.05" ~ ~ ~z>.-72. @12'"@12"75,71.___ _ 71~2, 7 ~ N I I I
7Cii ~"" '" I m.';1\ ~" /2<'3:.' 12" ,l." .,5" "'" - ./ }iF 7 7- r r 7.1' -;; l r r 7 7 - 7u1lX;-./~ 7f -;0 '7 -.-r 71 / ~ 1rr r ?<J..,i' 7 7 iEJ r T i7. ~ 0lf 7M7 70,41
~ DITCH ~ "! INV E~;74,97(24"RCP) ~ J, ~ ll.m 76~':0x ~7 '~~74.67 X71'97~14'6 L I' / ~445/ /:af > 7~ / It/. / / / / / /7:';2: //". / ~~ ';':;1 ~ / / r ~ l'> L~. A'j-S-~ ~{/ I' / / / / V ~ / / / V j / I' ~ /jS~Y 69,78 \ ,I ~.77
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CONSTRUCT SILT /
FENCE PER FDOT -1
INDEX NO. 102 TYP.
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WASTE' DISPOSAL. THtS MAY INCLUDE
CONSTRUCTlON DEBRIS. CHEMICALS.
LI1TER. AND SANITARY WASTES:
CONSTRUCTION OF A 11,150 S.F FELLOWSHIP HALL AND 37,720 S.F
EDUCATIONAl... FACIUTY WITH ASSOCIATED PARKING, SIDEWALKS AND A
STORMWATER MANAGEMENT SYSTEM.
DESCRIBE THE NATURE OF THE
CONSTRUCTION ACTMTY
ALL CONSTRUCTlON MATERIALS AND DEBRIS WILL BE PLACED IN A
DUMPSTER AND HAULED Off SITE TO A LANDF7LL OR OTHER PROPER
DISPOSAL SITE. THE DUMPSTER SHALL BE LOCATED AS SHOWN ON THE
SiTE MAP. NO MATERIALS WILL BE BURIED ON SfTE.
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DESCRIBE THE SEQUENCE OF
#tAMOR EVENTS
1. CONSTRUCT SILT FENCE (SEE GRADING de DRAINAGE PLAN)
2. CONSTRUCT EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS.
3. BEGIN BUILDING CONSTRUCTION.
4. CONSTRUCT INSTALL STORM SEWER SYSTEM.
5. CONSTRUCT REMAINING PONDS.
6. COMPLETE FINAl... GRADING AND PAVING.
7. CONSTRUCT LANDSCAPING, AND FINAL STABIUZATlON (GRASS SOD. SEED
de MULCH. fJC)
THE PROPER APPUCATlON RATES OF ALL
FEImUZERS. . HERBICIDES AND PESTICIDES
USED AT THE CONSTRUCTlON SITE:
OF'FSfTE VEHICLE TRACKING FROM
CONSTRUCTION ENTRANCES/EXITS:
OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST GENERATION WILL
BE MiNIMIZED VIA A ROCK CONSTRUCTION ENTRANCE PER FOOT NUMBER
106. DAILY STREfJ SWEEPING AND THE USE OF WATER TO KEEP DUST
DOWN.
FERTlUZERS AND PESTICIDES WILL BE USED AT A MINiMUM AND IN
ACCORDANCE WITH THE MANUFACTURER-S SUGGESTED APPUCATlON
RATES.
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5.21 ACRES I TOTAL AREA OF SITE TO BE DISTURBED:
TOTAL AREA OF THE SITE:
13.43
ACRES
EXtSTlNG DATA DESCRIBING SOIL
AND STORMWATER DISCHARGE
QUALI7Y:
THE STORAGE, APPUCATlON, GENERATION
AND MIGRATlON OF ALL TOXIC
SUBSTANCES:
AT A MINIMUM A DOUBLE WALLED FUEL TANK WILL BE PLACED ON A DRIP
PAN TO CONTAIN AND PREVENT ANY DRIPS OR LEAKS FROM BEING
DISCHARGED IN STORMWATER RUNOFF. ALL PAINTS AND OTHER
CHEMICALS WILL BE STORED IN A LOCKED COVERED SHED.
NA
ESTIMATE DRAINAGE AREA FOR EACH
DISCHARGE pOINT:
3.55 ACRES
OTHER:
PORT -O-LE:TS WILL BE PLACED AWAY FROM STORM SEWER SYSTEMS, STORM
INLE:T(SJ_ SURFACE WATERS AND WE:TLANDS. NO VEHICLE MAINTENANCE
SHALL BE CONDUCTED ON-SITE. A WASHDOWN AReA SHALL BE DESIGNATED
AT ALL TIMES AND WIll. NOT BE LOCATED tN ANY AREA THAT WIll. ALLOW
FOR THE DISCHARGE OF POLl.UTED RUNOFF. A SMALL-VEGETATED BERM
SHALL BE PLACED AROUND THE WASHDOWN AReA.
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LATITUDE AND LONGITUDE OF EACH
DISCHARGE POINT AND IDENTfTY OF
eACH RECEIVING WATER:
LATITUDE: 28" 01' 07-
LONGITUDE: BT 43' 01-
NAME: CITY OF CLeARWATER MS4
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DESCRIPTION OF CONTROLS BMPS. AND MEASURES TO BE IMPLEMENTED FOR EACH SOIL DISTURBING ACTIVl1Y:
SILT FENCE WILL BE CONSTRUCTED ALONG THE NORTH AND WEST PERIMETER OF THE SiTE. A WfJ RE:TENTlON POND
WILL BE CONSTRUCTED TO ACCEPT STORMWATER RUNOff DURING AND AFTER THE COMPLET10N OF CONSTRUCTlON.
TEMPORARY STABIUZATlON PRACTICES:
TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TF:MPORARIL Y
CEASES FOR AT LEAST 21 DAYS SHALL BE STABIUZED W17H TEMPORARY GRASS AND MULCH NO LATER THAN 14
DAYS FROM THE LAST CONS7RUCTlON ACTlV1TY. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY
STABIUZED BY APPL Y1NG STABIUZA TlON AND BASE.
PERMANENT STABIUZATlON PRACTICES:
ALL DISTURBED AREAS WILL BE STABIUZED WITH SOD AND / OR SEED & MULCH
STRUCTURAL CONTROLS IMPLEMENTED TO DiVERT STORMWATER FLOW FROM EXPOSED SOILS, STORE FLOWS. RETAIN
SEDIMENT AND UMIT STORMWATER RUNOFF':
PERMANENT STORMWATER MANAGEMENT CONTROL SYSTEMS TO BE INSTALLED DURING CONSTRUCTlON PROCESS (SUCH
AS DETENT/ON/RETENTION SYSTEMS AND VEGETATED SWALES):
WATER QUAU1Y TREATMENT FOR THE FIRST 1- OF RUNOFF WILL BE PROVIDED IN THE ON-SITE WET DETENTION POND.
DESCRIPTION OF MAINTENANCE PLAN FOR ALL STRUCTURAL AND NON-STRUCTURAL CONTROLS:
CONTRACTOR SHALL PROVIDE ROUTlNE MAINTENANCE OF PERMANENT AND TEMPORARY SEDIMENT AND EROSION CONTROL
ffATURES IN ACCORDANCE WITH THE TECHNICAL SPEC/F7CATlONS OR IS FOLl.OWS, WHICHEVER IS MORE STRINGENT:
1. SILT FENCE SHALL BE INSPECTED AT LE'AST WEEKLY. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THf:Y RCACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
2. MAINTENANCE SHALL BE PERFORMED ON THE ROCK ENTRANCE WHEN ANY VOID SPACES ARE FULL OF SEDIMENT.
3. HAY BALES SHALL BE USED IN ARCAS WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. INSPECTION
OF 71-IE HAY BALES SHALL TAKE PLACE IMMEDIATELY AFTER EACH RAJNFALL AND ANY REQUIRED REPAIRS SHALL BE
MADE IMMEDIATELY.
4. INLET(S)/OUTFALLS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY REQUIRED REPAIRS TO THE
HAY BALES, SILT FENCE. OR FILTER FABRIC SHALL BE PERFORMED IMMEDIATELY.
5. BARE AREAS OF 7HE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RESEEDED PER MANUFACTURES' INSTRUCTlONS.
6. MULCH AND SOD THAT HAS BEeN WASHED OUT SHALL BE REPLACED IMMEDIATELY.
7. MAINTAIN ALL OTHER AREAS OF THE SITE WITH PROP~R CONTROLS IS NECESSARY.
DESCRIPTION OF INSPECTION PROCEDURES AND INSPECTION DOCUMENTATION PROCEDURES (MUST OCCUR WEEKLY AND
WITHIN 24 HOURS OF STORM EVENT OF OVER 0.5-;
1. ALL CONTROL MEASURES SHAll. BE INSPECTED AT LEAST ONCE EACH ~EK AND FOLLOWING ANY STORM EVENT OF
O.5-INCHES OR GREATER BY A CONTRACTORS REPRESENTATlVE:.
2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE
INlnA TED WITHIN 24 HOURS OF REPORT.
.1 BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF 7HE
SIL T FENCE.
4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS
SECUREL Y A TrACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE F7RML Y IN 7HE GROUND.
5. THE SEDIM~NT BASINS SHALL BE INSPECTED DEP7H OF SEDIMENT AND BUILD UP OF SEDIM~NT SHALL BE REMOVED
WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB.
6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS AND
WASHOU1S.
7. A MAINTENANCE INSPECTlON REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL
BE KEPT IN AN ACTlVE LOG R~ADIL Y AVAILABLE AT 7HE JOB SITE.
a THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTlONS. MAINTENANCE. REPAIR ACTlV1T1ES AND COMPLETING
THE INSPECTlON AND MAINTENANCE REPORT.
IDENTlF7CATlON AND DESCRIPTlON OF ALL SOURCES OF NON-STORMWATER DISCHARGES:
IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE
CONSTRUCTlON PERIOD:
1. WATER FROM WATER UNE FLUSHING.
2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LE.AKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).
J. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATlON). ALL NON-STORM WATER DISCHARGES SHALL BE
DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE.
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SEe 1WP RNG:
29-285- I 6E
DATE:
I I -03-08
C7.0
DCA PROJECT NO.: 08-014
DRAWN BY: IG
CHECKED BY: DC
CAD File: 08-14 Planting Plan
ISSUE DATE
D Schematic Design 00/00/00
D Design Development 00/00/00
D Construction Documents 00/00/00
IX! Permit Plans 11/04/08
\ REVISIONS:
Submittal 02/10/09
Revise submittal comments 03/18/09
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LANDSCAPE CODE NOTES
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10, All landscaping near public sidewalks must be maintained to allow unobstructed passage of pedestrians.
TREE REQUIREMENT CALCULATIONS
1. All landscaping shall be installed in accordance with the approved landscape plan including all specified conditions to particular
development approval, and inspected prior to the issuance of a certificate of occupancy in the event there are any changes to the
approved landscape plan, such changes must be reviewed and approved and noted on the plan prior to notification for the final
inspection for a certificate of occupancy,
12. See sheet L 1,2 for additional landscape planting and tree protection notes.
11. Replace Dead, declining, missing and diseased plant of similar type in keeping with the landscaping requirements at the time of
original planting and in accordance with the approved landscape plan.
Tree Replant Requirement per Sec. 3-1205(D)
The total amount of DBH removed shall be replaced on an inch-for-inch-basis
Total of DBH removed: 331 inches
2. All landscaped areas must be covered with shrubs, ground cover, turf, three inches of organic mulch or other suitable material
which permits percolation. Where mulch is used, it must be protected from washing out of the planting bed. Inorganic mulch, such as
gravel or rock, may only be used where washouts occur.
IRRIGATION NOTES
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Min. Landscape Requirement for Paved Parking Areas
per Sec, 3-1202(E)
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3,Trees which are balled and bur lapped must have the burlap removed or folded down at the time of planting. All twine or rope must
be removed, If wire baskets are used, the upper rows must be cut before planting. If stakes or guy wires are used to support a tree,
the wire must be covered with protective material where it is in contact with the tree and the stakes or guy wires must be removed
after one year,
2. All irrigation systems connected to the public potable water supply system shall include a backflow preventer at the service
connection.
1. An 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.
Proposed Parking Vehicular Use Area (new parking only): 0.66 ac - 28,749 sf.
10% total VUA /1 Tree per 150 SF
Parking Area Landscape Requirement: 28,749 sfx10%= 2,874 SF
Parking Area Landscape Provided: 3,131 SF
Total Parking Tree Requirement: 2,874/150 = 19
Parking Tree Provided = 26
4. All landscaping required by the division must be protected from vehicular and pedestrian traffic by the installation of curbing and
wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas or sidewalks.
These protective devices shall have a minimum height of six inches above grade.
3. All irrigation systems shall be installed so as to minimize spray upon any impervious surface, such as sidewalks and paved areas.
Minimum Variety of Tree Species Required
per Sec. 3-1202 (2)
Total number of species required: 3
5. Landscaping shall be installed in a manner which minimizes conflicts between the landscaping and signage utilities,
5. All irrigation systems shall include a rain sensor/shut off device to avoid irrigation during periods of sufficient rainfall.
6, No vehicles shall be permitted to overhang any required landscape area.
6. Underground irrigation shall not be installed within the driplines of existing trees unless root protection measures are provided,
Summary OBH required per Sec. 3-1205(0)
7. If available, reclaimed water shall be used for irrigation purposes,
7, Soil in which required landscaping is to be installed must be indigenous to the locale. Soil must be loose, friable and free of
limestone and other construction materials, road base material, rocks, weeds, grasses, hardpan clay or other debris. PH shall be
adjusted where necessary to be compatible with the plant species being installed, Soil shall be slightly swaled to retain surface
storm water. Backfill soil material shall be thoroughly watered in and around plant root balls to prevent any air pockets. The use of
amended and enriched soils may be utilized to increase the water retention capabilities of soils in order to reduce the amount of
watering needed to meet the landscaping water requirements.
Tree Caliper Replacement Calculation:
New Tree Replants
27 Shade Trees @4" cal. 108"
41 Conifer Shade trees @ 3" cal. 123"
35 Medium trees @ 3" cal. 105"
TOTAL
336"
Total Caliper Replacement
8, The owner is responsible for the regular and continuous maintenance and protection of all required landscaping, including the
irrigation system, which shall be maintained in a healthy gro1wing condition so as to present a neat and orderly appearance, free from
refuse, debris and weeds.
103 trees
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9. Required shade trees planted shall not be topped, shaped or severely pruned, but must be allowed to grow to maturity and attain
their natural form so that crown development is not inhibited.
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EXISTING PARKING LOT
@)
(f)
NON-RESIDENTIAL
- -- ---
-----------
------.--.-------
-------
-
79 VIB OM3
3 gal
2 QUE VI4
30 gal
LIMIT OF WORK
2 QUE VI4
30 gal I []ll]] I
Visibility
triangle
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30 gal
f@l
or-
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NON-RESIDENTIAL
PLANT SCHEDULE
~
COMMON CONT
Slash Pine 30 gal
Southern Live Oak 30 gal
Golden Trumpet Tree 30 gal
Bald Cypress 30 gal
Winged Elm 30 gal
COMMON CONT
Thryallis 3 gal
Walter's Viburnum 3 gal
DTTORAL SHELF PLANT SCHEDULE
BOTANICAL
Pinus elliotti
CAL SIZE BOTANICAL COMMON QTY SPACING LOCATION
3"Cal 8 -10' Htx4' Sp
Spartinia bakeri Sand cordgrass 172 2'O.C Between el. 68.5' and 69'
4"Cal 12-14'Ht x 6-8'Sp Pontederia cordata Pickerelweed 295 2'O.C At or below el. 68.5'
3"Cal 4'Htx4'Sp Juncus effusus Softrush 295 2'O.C At or below el. 68.5'
3"Cal 12'Ht x 5' Sp
3"Cal 6'.8' Ht
TREES QTY
PIN EL4 30
QUE VI4 27
TAB CH4 6
TAX DI4 11
ULM AL4 29
SHRUBS QTY
GAL GR3 92
0 VIB OB3 321
SHRUB AREAS QTY
VIB OM3 360
ZAM PU3 242
GROUND COVERS QTY
L1R ME1 235
Quercus virginiana
Tabebuia chrysotricha
Taxodium distichum
Ulmus alata
C)
SIZE HEIGHT
18" Ht x 18" Sp
BOTANICAL
Galphimia Gracilis
Existing tree to remain
18" Htx 18" Sp
BOTANICAL COMMON CONT SIZE HEIGHT
Viburnum obovatum 'Miss Shillers Delighf Small-Leaf Arrowwood 3 gal@ 30" oc 15" Ht x 15" Sp
Viburnum oboyatum
Zamia pumila
Coontie
3 gal@ 30" oc 15" Ht x 15" Sp
BOTANICAL
Liriope muscari 'Emerald Goddess'
COMMON CO NT SIZE HEIGHT
- -
Emerald Green Liriope 1 gal@ 24" oc 18" Ht x 18" Sp
c!)
60
PAS NO
59,442 sf Paspalum notatum
Bahia Grass sod
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90
1509 West Swann Avenue, Suite 255 ' Tampa, FL
33606
Tel. (813)258-1997 . Facsimile (813)254-4194
LC0000319 . LA0001327
info@dconnerassociates,com
PROFESSIONAL OF RECORD:
DAVID CONNER
FLORIDA LICENSE LANDSCAPE ARCHITECT
0001327
Heritage United
Methodist Church
2680 Landmark Drive
Clearwater, Florida 33761
Drawing Title:
PLANTING PLAN
Drawing No.:
L 1.0
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TREES TO REMAIN
Tree #
Diameter
Botanical Name
100
12"
Pinus Palustris
@
16"
Pinus Palustris
101
102
24"
Quercus Virginia
103
16"
Pinus Palustris
104
24"
Pinus Palustris
105
17"
Pinus Palustris
107
15"
Pinus Palustris
108
13"
Pinus Palustris
109
21"
Pinus Palustris
124
24"
Pinus Palustris
145
14"
Quercus Virginia
149
19"
Quercus Virginia
@
150
14"
Laurel Oak
159
14"
Pinus Palustris
160
13"
Pinus Palustris
162
9"
Pinus Palustris
163
12"
Quercus Virginia
164
14"
Quercus Virginia
165
15"
Quercus Virginia
166
14"
Sabal Palmetto
168
14"
Quercus Virginia
169
11"
Quercus Virginia
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Quercus Virginia
170
11"
171
11"
Sabal Palmetto
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Condition
Moderate
Good
Moderate
Good
Good
Good
Good
Good
Good
Good
Poor
Good
Moderate
Good
Good
Good
Poor
Good
Good
Good
Good
Good
Good
Good
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TREES TO BE
REMOVED
Tree #
99
106
126
127
137
138
139
141
142
143
144
146
147
148
151
153
154
155
156
157
158
iil
Diameter Botanica!1 Name
19"
15"
18"
20"
14"
18"
12"
19"
6"
16"
13'
15"
10"
Condition
Pinus Palustris
Good
Pinus Pallustris
Good
Pinus Pallustris
Good
Pinus Palustris
Good
Quercus Virginia
Good
Pinus Palustris
Good
Pinus Palustris
Good
Pinus Palustris
Good
Quercus Virginia
Good
Pinus Palustris
Good
Pinus Palustris
Good
Pinus Palustris
Good
Pinus Palustris
Good
Good
15" Pinus Palustris
Cinnamomum
10,13,9" Camphora
15"
12"
17"
15"
16"
14"
@
Moderate
Pinus Pa~ustris
Moderate
Pinus Palustris
Good
Pinus Palustris
Good
Pinus Palustris
Good
Pinus Pa~ustris
Good
Pinus Pallustris
Good
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TWO-STORY
EDUCATIONAL
FACILITY
37.720 S.F.
FF EL=BO.OO
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L/I 0 LAJ 0
TREES TO BE
REMOVED (NO
CREDIT REQUIRED)
Tree #
110
121
122
125
128
130
131
132
133
135
136
152
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126 In
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Diameter Botanical Name
10,11" Magnolia Virginiana
Cinnamomum
25" Camphora
26" Quercus Virginia
24" Quercus Virginia
13"
8"
7"
9"
13"
14"
14"
6,5"
@
Pinus Palustris
IIlex Attenuata
IlIex Attenuata
lIIex Attenuata
Pinus Palustris
Pinus Palustris
Pinus Palustris
Quercus Nigra
poor
poor
poor
poor
poor
poor
poor
poor
poor
poor
Poor
poor
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(TEMP. EDUCATIONAL
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PROTECTIVE BARRIERS NOTES
Condition
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1. Protective barriers are to be constructed using no less than two-inch by two-inch lumber of upright posts. Upright post are to be at least four feet in length with a minimum
of one foot anchored in ground and three feet above ground. Upright posts are to be placed at a maximum distance of eight feet apart. Horizontal rails are to be constructed
using no less than one inch by four inch lumber and shall be securely attached to the top of the upright post. The community development coordinator must approve any
variation from the above requirements.
2. Protective barrier shall remain in place until all construction activity is terminated. Tile area within the barrier limits shall remain undisturbed by any activity during
construction. Native ground cover and understory vegetation existing within the barriers shall remain throughout construction.
3. Exotic plant species may be removed providing written consent is obtained from the community development coordinator. Plant species removed with the consent of the
coordinator may be removed only by manual labor utilizing hand tools or by other approved methods,
4. Prior to the erection of any required protective barrier, all surface foreign material, trash or debris shall be removed from the area to be enclosed by the barrier, and after
erection of the barrier no such material or litter shall be permitted to remain within the protected area. No requirement, chemicals, soil deposits or construction materials shall
be placed within such protective barriers.
5. Large areas on a development site, where land preparation and construction and activities will not occur, or where heavy machinery will not venture, shall not require
protective barriers as otherwise required by section 3-1205(E)(1). Such areas shall be delineated at the point of interface, using a woven fabric ribbon or other materials
approved by the community development coordinator. Approved materials shall be attached to two-inch upright post. Upright posts shall be made of wood or other suitable
material approved by the community development coordinator, be at least four inches in height and be spaced no more than 50 feet apart. No ropes or ribbons shall be
attached to any protected tree, The community development coordinator shall make the final determination as to the location of the protective barrier.
6. No signs, building permits, wires or other attachments of any kind shall be attached to any protected tree or palm. Guy wires designed to protect trees are excluded,
however, from this prohibition.
7. At all times, due care shall be taken to protect the critical root zone of trees protected by this section, and root pruning requirements shall apply to such trees.
(!)
15
30
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90
1509 West Swann Avenue, Suite 255 . Tampa, FL
33606
Tel. (813)258-1997 . Facsimile (813)254-4194
LC0000319 . LA0001327
info@dconnerassociates.com
PROFESSIONAL OF RECORD:
DAVID CONNER
FLORIDA LICENSE LANDSCAPE ARCHITECT
0001327
Heritage United
Methodist Church
2680 Landmark Drive
Clearwater, Florida 33761
DCA PROJECT NO.: 08-014
DRAWN BY: IG
CHECKED BY: DC
CAD File: 08-14 Planting Plan
ISSUE
DATE
00/00/00
00/00/00
00/00/00
11/04/08
o Schematic Design
o Design Development
o Construction Documents
IX! Permit Plans
REVISIONS:
Submittal
Revise submittal comments
02/10/09
03/18/09
Drawing Title:
TREE
PROTECTION &
REMOVAL PLAN
Drawing No.:
L 1.1
CD
@
'D' "A" Number of
Plant Row Plants Per
Spacing Spacing Square Foot
8" 6.93" 3,093
12" 10,39" 1,149
15" 12,99" 0,741
18" 15,59" 0,513
24" 20.78" 0,289
@ 30" 25,98" 0.184
36" 31,17" 0,128
@
QUANTITIES AND SPACING OR SHRUBS AS
NOTED IN PLANT SCHEDULE.
PLANT CENTER
PLANT ROW
SHRUB SPACING, O.C,
LOCATE PLANTS IN A TRIANGULAR
PATTERN, AS SHOWN, SPACED
EQUIDISTANT FROM EACH OTHER AT
SPACING SPECIFIED IN THE PLANT LIST OR
AS SHOWN ON THE PLANTING PLAN
12" MIN, FOR GROUNDCOVERS OR 24" MIN, FOR SHRUBS
i t
+-- 24" MINIMUM T 24" MINIMUM i
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REMOVE DEAD LEAVES OR PLUMES
SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE
3" MULCH MINIMUM; DO NOT ENTER MAIN
STEM
PREPARE PLANTING BED THROUGHOUT
SHRUB/GROUNDCOVER AREA WITH 12"
MINIMUM DEPTH OF PLANTING SOIL MIX
PLANTING SOIL MIXED PER
SPECIFICATIONS; PROVIDE MINIMUM PIT
CLEARANCE AROUND ROOT BALL OF 6i"
SIDES AND BOTTOM
NOTE:
PREPARE PLANTING BED, PLANT HOLE AND BACKFILL MATERIAL IN ACCORDANCE WITH THE DETAIL AND
WRITTEN SPECIFICATIONS, SLOPE FINISH GRADE OF PLANTING AREA 1/4" PER FOOT TO DRAIN TO EDGE OF
BED. SET THE PLANT SO THAT THE TOP OF THE ROOTBALL IS 1/2" ABOVE FINISH GRADE ADJACENT TO THE
PLANT, ALIGN EACH SHRUB AND GROUNDCOVER PLANT SO THAT THEY ARE PLANTED IN STRAIGHT ROWS, AND
EQUALLY SPACED AT THE DISTANCE SPECIFIED. COVER PLANTING BED WITH SPECIFIED DEPTH OF MULCH.
KEEP MULCH AWAY FROM THE TRUNK OF PLANT,
SHRUB & GROUNDCOVER PLANTING AND SPACING DETAIL
NOT TO SCALE
@
CROWN AND TRUNK
PALM FRONDS SHALL BE TIED UP UNTIL AFTER PLANTING. TIES SHALL
BE REMOVED AFTER PLANTING AS FOLLOWS: DATE PALM. ONE WEEK;
WASHINGTON PALM,IMMEDIATELY; QUEEN PALM,IMMEDIATELY; SABAL
PALMS WHICH ARE NOT "HURRICANE CUT" SHALL REMAIN TIED FOR
SIX MONTHS. REMOVE ALL DEAD OR BROKEN FRONDS. NEVER CUT
BUD, ALL TRUNKS SHALL BE PREPARED PRIOR TO DELIVERY. DATE
PALM TRUNKS SHALL BE "CLASSIC CUT", SABAL PALMS SHALL BE
BOOTED OR SHAVED AS SPECIFIED.
@
STAKING AND GUYING
STAKE PALMS UTILIZING THE "NO NAILS" METHOD, WRAP A TRIPLE
LAYER OF BURLAP 2'-0" WIDE AROUND THE TRUNK AT APPROXIMATELY
4'-0" ABOVE THE GROUND, STRAP TWO SHORT 2X4 NAILERS AT THREE
LOCATIONS 120 DEGREES APART TO THE TRUNK WITH PACKING
STRAPS. DRIVE 2X4 STAKE 3'-0" INTO GROUND 3'-0" FROM TRUNK IN
ALIGNMENT WITH NAILERS. NAIL 2X4 BRACES TO NAILER AND STAKE.
STAKING PLAN
~
1200 TYPICAL
@
PALM PLANTING DETAIL
NOT TO SCALE
o
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PRUNED AND TIED FRONDS OR HURRICANE CUT IF
PERMISSION GRANTED BY OWNER.
THREE (3) LAYERS OF BURLAP TO PROTECT IPALM
TRUNK
THREE 2" X 6" X 12" PoT. WOOD BATTENS WITH TWO
STEEL BANDS TO SECURE BATTENS
THREE 2" X 4" P.T, WOOD BRACES TOE NAIL TO
BATTENS. DRIVE BRACES TO UNDISTURBED
EARTH,
3" MULCH MINIMUM
6" SOIL BERM
PROVIDE APPROPRIATE TIME-RELEASE
FERTILIZER PER MANUFACTURER'S
RECOMMENDATIONS
PURE SAND. CONTRACTOR TO SUBMIT ANY
PROPOSED SUBSTITUTE FOR APPROVAL. '
PROVIDE CLEARANCE AROUND ROOTBALL OF 12"
ON ALL SIDES. SET PALM ROOT BALL ON STABLE
NATIVE SOIL TO PREVENT SETTLING,
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Staking Plan
~Vailing wind
@
Tree stake
Root ball
- Soil berm
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY
CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD
BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE
PRUNED AS WELL. SO NOT REMOVE THE TERMINAL BUDS OF BRANCHES
THAT EXTEND TO THE EDGE OF THE CROWN.
ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUNDS SCARS IN
THE CLEAR TRUNK AREA.
REINFORCED BLACK RUBBER HOSE
#10 GAUGE WIRE FROM CENTRAL TRUNK TO STAKES
THREE 2")(2"X8' P.T.P, STAKES
SET TREE 1" ABOVE ORIGINAL GRADE.
MINIMUM 3" MULCH; PULL MULCH AWAY FROM TRUNK OF TREE.
6" HEIGHT SOIL SAUCER. PLACE INSIDE EDGE OF SAUCER@ 12"
OUTSIDE ROOT BALL.
TURN BACK BURLAP ONE THIRD IF BALLED AND BURLAPPED. REMOVE
ALL STRAPS AND SYNTHETIC BURLAP COMPLETELY.
PLANTING SOIL MIXED PER SPECIFICATION. PROVIDE MINIMUM PIT
CLEARANCE AROUND ROOT BALL 12" ALL SIDES. SET TREE ON STABLE
BASE SO THAT TOP OF ROOT BALL IS 1" ABOVE EXISTING GRADE.
2x BALL DIA. MINIMUM
MULTI-TRUNK TREE PLANTING DETAIL
NOT TO SCALE
TREE PLANTING DETAIL
NOT TO SCALE
@
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PLANTING
PLANT ALL PALMS IN PURE SAND, RAISE ROOT BALL SO TIHAT IT WILL
BE 2" ABOVE SURROUNDING GRADE AFTER SETTING. PROVIDE
WATERING RING 8" WIDE AND 4" HIGH AROUND PLANTING PIT. COVER
WITH MINIMUM 2" MULCH, OR AS SPECIFIED, KEEP MULCH 3" AWAY
FROM TRUNK,
STAKING PLAN
~EVAILlNG WIND
TREE STAKE
ROOT BALL
- SOIL BERM
REINFORCED BLACK RUBBER HOSE
ORANGE FLAG ABOVE TURNBUCKLE
#10 GAUGE WIRE WITH GALVANIZED
TURNBUCKLES AT THREE LOCATIONS (1200
APART)
MINIMUM 3" MULCH; DO NOT ALLOW MULCH TO
COLLECT AROUND TRUNK OF TREE.
6" SOIL SAUCER PLACED AT THE OUTSIDE EDGE
OF PLANT PIT
TURN BACK BURLAP ONE THIRD IF IF BALLED &
BURLAPPED. REMOVE SYNTHETIC BURLAP AND
STRAPS COMPLETELY. REMOVE METAL BASKETS
FROM TOP OF ROOT BALL.
PROVIDE APPROPRIATE TIME-RELEASE
FERTILIZER PER MANUFACTURER'S
SPECIFICATIONS,
2"X4" X 2'-6" P.T.P. WOOD STAKE FLUSH WITH
GROUND
PLANTING SOIL AS SPECIFIED; PROVIDE PIT
CLEARANCE AROUND ROOT BALL OF A MINIMUM '
12" ON ALL SIDES,
PLACE TREE ON UNDISTURBED BOTTOM OF PIT.
WHERE POOR DRAINAGE OR UNDERGROUND
WATER IS SUSPECTED. CONTACT LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
@
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LANDSCAPE CONTRACTOR NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING. IN "FULL", ALL LANDSCAPE
PLANTING AREAS AFTER RECEIPT OF WRITTEN ACCEPTANCE BY THE OWNER. "IN FULL"
MEANS WATERING, PEST CONTROL, MULCHING, MOWING AND FERTILIZING. SEE
SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS,
2. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE FOR ALL INSTALLED PLANT
MATERIAL FOR A PERIOD OF 3 MOTHS AFTER WRITTEN NOTIFICATION OF ACCEPTANCE
BY OWNER.
3. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND
PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO START OF
ANY PLANTING,
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT
QUANTITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS
CONTRADICT THE PLANT LIST, THE PLANS RULE.
5, THE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE
CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE EXISTING
CONDITIONS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES. DRAINAGE STRUCTURES, CURBS, SIDEWALKS AND ANY OTHER OBJECTS
WHICH MIGHT BE DAMAGED DURING THE WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY
REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER
OR LANDSCAPE ARCHITECT.
8. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER
SUBCONTRACTORS ON THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL NOT
PROCEED WITH PLANT INSTALLATION PRIOR TO THE INSTALLATIONS AND OPERATION
OF THE LANDSCAPE IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL CAUSED BY INSUFFICIENT WATER.
9, THE CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION OF PLANTING BEDS FROM
FINISH GRADE. PREPARATION SHALL INCLUDE APPLICATION OF PRE-EMERGENT
HERBICIDES, LOOSNING SOIL TO A DEPTH OF 12", AND INCORPORATION OF PROPER
SOIL AMENDMENTS INCLUDING PLANTING MIX, FERTILIZERS, AND pH ADJUSTERS AS
RECOMMENDED BY SOILS ANALYSIS.
10, THE CONTRACTOR SHALL TEST THE EXISTING SOILS FOR ORGANIC CONTENT AND SOIL
pH.
1509 West Swann Avenue, Suite 255 ' Tampa, FL
33606
Tel. (813)258-1997 ' Facsimile (813)254-4194
LC0000319 . LA0001327
info@dconnerassociates,com
PROFESSIONAL OF RECORD:
DAVID CONNER
FLORIDA LICENSE LANDSCAPE ARCHITECT
0001327
Heritage United
Methodist Church
2680 Landmark Drive
Clearwater, Florida 33761
LANDSCAPE PLANTING NOTES:
1, ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASE.
2. ALL PLANTS SHALL BE FLORIDA NO, 1 OR BETTER, AS GRADED IN FLORIDA GRADES AND
STANDARDS FOR NURSERY PLANTS.
3, ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER,
BEFORE, DURING AND AFTER INSTALLATION.
4, ALL SINGLE--TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL
LEADER AND FULLY CROWNED.
5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS.
6. ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF 6" DEPTH PINE STRAW MULCH
(3" WHEN LIGHTLY COMPACTED).
7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 8" TOPSOIL INCORPORATED INTO TOP
12" OF CLEAN IMPORT SOIL. LAWN AREAS SHALL HAVE A MIN OF 3" TOPSOIL
ROTO-TILLED INTO TOP 8" OF CLEAN FILL.
8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR
TRUNK AREA.
9. SYNTHETIC BURLAP MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT
MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE
ROOTBALL. WIRE BASKETS SHALL BE REMOVED FROM THE TOP OF THE ROOTBALL.
10, ALL TREES SHALL HAVE A MIN. OF 6' CLEAR TRUNK OVER WALK AREAS.
11, LANDSCAPE CONTRACTOR SHALL NOT DEVIATE FROM WRITTEN SPECIFICATIONS FOR
PLANT MATERIAL. B&B MATERIAL MAY NOT BE SUBSTITUTED FOR CONTAINER BIDDING,
PLANT MATERIAL SPECIFIED AS GAL. SHALL MEAN CONTAINER GROWN MATERIAL ONLY.
DCA PROJECT NO.: 08-014
DRAWN BY: IG
CHECKED BY: DC
CAD File: 08-14 Planting Plan
ISSUE
o Schematic Design
o Design Development
o Construction Documents
IXI Permit Plans
DATE
00/00/00
00/00/00
00/00/00
11/04/08
REVISIONS:
Submittal
Revise submittal comments
02/10/09
03/18/09
Drawing Title:
PLANTING
DETAILS AND
NOTES
Drawing No.:
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LIGHTING DESIGN CRITERIA
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LUMINAIRES SHALL NOT BE TILTED.
LUMINAIRES SHALL BE INSTALLED WITH APPROPRIATE TIME
CONTROLS THAT ENSURE LIGHT LEVELS WILL MEET THE MINIMUM
RECOMMENDATIONS FROM IESNA.
MAINTENANCE FACTOR = 0.81.
DESIGN CRITERIA OESNA FIGURE 22-21>
AVERAGE: 1.0 FC
MAXIMUM: 4.0 FC
MINIMUM: 0.2 FC
AVGIMIN: 5:1
MAXIMIN: 20: 1
A GROUND WIRE AND GROUND ROD SHALL BE PROVIDED FOR
EACH POLE.
THE POLE SHALL BE DESIGNED TO WITHSTAND WIND VELOCITY
AS REQUIRED BY THE 2004 FLORIDA BUILDING CODE (CURRENT
REVISION).
SIGNED AND SEALED DESIGN DRAWINGS SHALL BE PROVIDED
FOR THE POLE, POLE BASE AND BASE ANCHOR BOLTS. THE
DRAWINGS SHALL COMPLY WITH THE 2004 FLORIDA BUILDING
CODE AND BE DESIGNED PER ONSITE SOIL CONDITIONS.
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AVERAGE: 1.26 FC
MAXIMUM: 3. 1 FC
MINIMUM: 0.4 FC
AVGIMIN: 3.15: 1
MAXIMIN: 7.75: 1
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