HomeMy WebLinkAbout1999 05 10 Regular Item C
COMMISSION AGENDA
.
ITEM C
Consent
Information
Public Hearin
Re ular
xx
May 10. 1999
Meeting
MGR~ /~
REQUEST: Community Development Department, Planning Division, presents to the
Commission, for their action, the recommendation of the Planning and Zoning
Board as it relates to the Final Engineering for Winter Springs Retail Center,
PURPOSE: The purpose of this agenda item is to present to the Commission, for their action,
the recommendation of the Planning and Zoning Board as it relates to the Final
Engineering for the proposed Winter Springs Retail Center. The proposed center
is located south of SR 434 and approximately 600'-700' east of Hayes Road.
APPLICABLE CODE:
.
Section 20-459. Corridor Design Review Board
The Development Review Committee shall serve as the Corridor Design Review
Board for developments in the New Development Area Overlay Zoning District of
the S.R. 434 Corridor and shall review such developments for a unifying theme
according to the design standards and make recommendation(s) to the Planning
and Zoning Board......
Section 9-346. Prohibitions
Except that used for a single-family dwelling, no parcel ofland within the city shall
be developed or improved by construction of any nature without a site plan having
been first submitted, reviewed and approved as herein set forth, such approval to
be valid for a period not to exceed one (1) year. Upon receipt of written
application, the site plan review board may extend the approval for a period not to
exceed six (6) months. If development has not commenced within one (1) year
from the date of approval or within any extension period authorized by the board,
the approval of the site plan originally submitted shall be considered null and void
and no development or improvement of any nature may take place until such time
.'
May 10, 1999
REGULAR AGENDA ITEM C
Page 2
.
as a site plan is resubmitted for review and approval as set forth in this chapter,
No building permit shall be issued by the city until the site plan has been finally
approved by the board or the city commission when applicable. No work of any
nature shall commence on the property until a building permit has been issued,
except with the express approval of the board or the city commission when
applicable.
Section 9-347. Duties.
.
Any person desiring to develop or improve any parcel ofland as provided for in
this chapter shall first submit to the site plan review board a site plan. Such site
plan shall be reviewed for compliance with all city ordinances, for conformity with
the city's comprehensive plan, for compatibility with locally recognized values of
community appearance and design, for conformity with the guidelines established
by the city council concerning vehicular traffic access, ingress, egress, internal
circulation, parking; concerning emergency vehicle access and concerning
pedestrian movement; for assurances of satisfactory utility service for the health
and welfare of the community; to assure compatibility with other improvements
and the need for adequate light, air, access and privacy; to assure that the natural
qualities and characteristics of the land will be preserved and that the project site
will be appropriately landscaped and provisions established for the maintenance of
same; to assure that adequate setbacks will be provided within the planned project
and that provisions are made for the supervision and maintenance thereof; and to
assure that the aesthetic and architectural details of the planned project are
compatible with the surrounding area and serve to enhance the character of that
area. The site plan shall be reviewed by the board and approved, disapproved or
properly referred by such board in accordance with the results of its review.
Section 9-73. Form and contents of final development plan.
(a)
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
(2) Sanitary sewer.
.
May 10, 1999
REGULAR AGENDA ITEM C
Page 3
.
(3) Drainage and stormwater management facilities, including
underdrains.
(4) Bulkheads.
(5) Excavation and fill.
(6) Sidewalks, bicycle paths, and bridle paths.
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
.
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils explorations work shall include as
a mInImum:
a. Results of borings located by a survey at suitable intervals along
the proposed roadways; classification and properties of soils
encountered; and groundwater elevation to United States
Geological Survey datum found subsequent to making the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction; projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, size, location, depth and details of underdrains; and a
recommendation on the elevation of street grades, including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
.
May 10, 1999
REGULAR AGENDA ITEM C
Page 4
.
b. If during construction of improvements, the city determines in
the field that soils and/or groundwater conditions are found to be
different than shown in the data submitted with final development
and engineering plans, or there is a question about adequacy of the
approved plans caused by conditions found in the field, the city
shall have the right to require the performance and submission of
additional soils work and/or to require modification of the
previously approved design plans including, but not limited to
modifications of street grades and/or installation of additional
underdrains, use of soil cement base course, or other modifications.
.
(9) Lot grading. At the time final engineering plans are submitted, lot
grading and drainage plans shall be submitted for review and approval.
The plans shall show minimum floor elevations for all homes, existing
topography, grading of all lots, and any drainage improvements proposed
or required on the lots. The lot grading and drainage plans shall show the
lot lines, existing topography (one-foot contour intervals), and proposed
lot filling, grading and drainage at a scale of one (] ) inch is equal to one
hundred (100) feet (or larger) in general accordance with FHA standards
for lot grading. Substantiating soil borings, evaluations and studies shall
also be submitted to document soil conditions, projected high-water
groundwater elevation on the lots, and adequacy of the lot grading and
drainage plans.
(10) Street lighting plan, demonstrating power company participation.
(11) Landscaping plans. Where site is commercial, industrial, or
multifamily in nature, landscaping plans shall be presented along with the
final development plans, unless specifically waived by the staff at the time
of processing the preliminary plan,
Section 9-74. Action on final development plan; expiration of approval.
(a) .....The final development plan may be approved ifit complies with all
relevant regulations included in this chapter. Approval of the plan shall be subject
to fulfillment of all conditions specified by the city staff and sanctioned by the city
commission. Action to approve a final development plan shall be taken by the city
commission within thirty (30) days after receipt by the city of the complete plan
with all supporting data required by this chapter.
.
May 10, 1999
REGULAR AGENDA ITEM C
Page 5
.
S.R. 434 CORRIDOR VISION PLAN, New Development Area
CHRONOLOGY:
November] 2, ] 998
- Final Engineering submitted
March 30, 1999
- Development Review Committee convened
April 7, 1999
- Planning and Zoning Board convened
FINDINGS: The Staff has determined that the final engineering for Winter Springs Retail
Center meets all code requirements.
RECOMMENDATION:
.
The recommendation of the Planning and Zoning Board is "to recommend to the
City Commission that they favorably approve these plans contingent on the March
30, 1999 Development Review Committee minutes, including that if they get the
easement, that the water goes there, otherwise it's Celery Avenue; and that the
design show the mansard roof and so forth as on the sketch presented to us, "
ATTACHMENTS:
November 24, 1997 - S.R. 434 Corridor Vision Plan, New Development Area
March 30, 1999
- Development Review Committee minutes with
attachments
April 7, 1999
- Planning and Zoning Board Meeting Minutes
- Final Engineering
COMMISSION ACTION:
.
· CITY OF WINTER SPRINGS
S.R. 434 CORRIDOR
VISION PLAN
.
NEW DEVELOPMENT
AREA
Revised per City Commission meeting
November 24, 1997
. December I, 1997
22
.\J..;w (),,;\'dI.JPll1\."llt r\r..;a
.
'.
.
.~t
S.R. 434 CORRIDOR VISION PLAN:
NEW DEVELOPMENT
OVERLAY ZONING
DISTRICT REGULATIONS
ARTICLE VI. S.R 434 CORRIDOR VISION PLAN
DIVISION 1. S.R 434 CORRIDOR OVERLAY DISTRICT
Sec. 20-445
Intent.
The purpose and intent of this specialized overlay zoning district is to encourage and provide for
enhanced property development within the S.R 434 commercial corridor. Some of the objectives
to be attained through the establishment ofthis district include: enhancement of the commercial
status of the corridor, reduction of visual distraction through uniform sign criteria; enhancement
of physical appearance through increased landscaping of public and private property; provision of
architectural design guidelines to create a unifying theme over time; protection of adjacent
residential land uses; and maintenance of property values.
Sec. 20-446
Creation.
In addition, to and supplemental to, other zoning and land development regulation requirements
heretofore and hereafter, the S.R. 434 Corridor Overlay District includes additional regulations to
promote the orderly development and redevelopment of the corridor, which shall be applied
through imposition and mapping of an overlay district. The regulations are in addition to and not
in substitution of the underlying zoning district regulations which shall also remain applicable to
the overlay zone. The overlay district design standards will govern development within the
corridor and will control where conflicts between regulations occur.
DIVISION 2. GENERAL DESIGN STANDARDS FOR NEW DEVELOPl\1ENT AREA
Sec. 20-447 Applicability to New Development Overlay Zoning District.
The following design standards shall apply to the New Development Overlay Zoning District
which includes all properties adjacent to the S.R. 434 right-of-way from Hayes Road eastward to
S.R. 417 (the GreeneWay) except for the Town Center Overlay ZOUihg Di5tJict along S.R. 434,
and the exdusioh of the Casscells Tiust property .~h1~~Xglg~t{;{nt$.1;i41;;i~~iir~i[~!n~Q9.~$~~fl$.!.
Sec. 20-448
Building Height.
No building shall exceed fifty five (55) feet in height. For the purpose of these design standards,
building height shall be measured from ground level to the highest point of the coping of a flat
roof or the.mean height level between eaves and ridge for gable, hip or gambrel roofs.
Dcccml><:r I, 19')7
New OcvdOfltncnt Area
, .
Sec. 20-449
Setbacks.
.
(1) No improvement shall be located on any property closer to any property line than the
minimum setbacks set forth below:
S,R. 434
Collector Street
Internal Street
Side
Rear
Buildings
50 feet
35 feet
15 feet
10 feet
10 feet
Parking
15 feet
15 feet
15 feet
5 feet
5 feet
(2) The narrowest dimension of a lot adjoining a road right-of-way shall detennine its front for
the purpose of establishing yard requirements.
(3) On comer lots, the front yard shall be considered as abutting the street upon which the lot
has its least dimension. The rear lot, in this case, shall be opposite the front yard.
(4) The following structures are specifically excluded from the setback restrictions:
a.
b.
. c.
d.
Steps and walks,
Landscaping and landscape benns.
Planters three (3) feet in height or less, or
Other improvements as may be permitted under applicable regulations of the City.
The Board of Adjustment will consider any request for the placement of such other
improvements within a setback, only after a Design Review Board review and
recommendation. In determining whether to recommend City consent, the Design Review
Board may consider, without limiting the scope of their review, the following: {i) the extent
to which any hardship exists that would justify a variance from the nonnal setback
requirements; (ii) the aesthetics of the proposed improvements and their visibility from
common roads and adjacent properties; (iii) the consent 'or objections of adjacent property
owners; and (iv) the nature and use of the proposed improvements. It is the owner's burden
and responsibility to provide such infonnation and documentation as may be requested by
the Design Review Board in order to justify to the Design Review Board that the intrusion
of additional improvements within the nonnal setbacks is beneficial to the corridor and will
not adversely affect adjacent property owners.
.
Decemlk."f 1. 1997
2
New Devclorrnenl Arc>
.
.
.
Sec. 20-450
Land Coverage.
No parcel within the S, R. 434 Corridor Overlay District shall have more than seventy-five (75%)
percent of its area impervious. In detennining land coverage, a water body shall not be considered
an impervious surface.
Sec. 20-451
Off-Street Parking and Driveway Requirements.
(1) Paved Driveway and Parking Spaces: All driveways and parking spaces shall be paved with
asphaltic concrete and/or concrete and shall be curbed.
(2) On-Site Parking: All parking areas shall be on-site and shall be adequate to serve all
employees, visitors and company vehicles.
(3) Rights-Of-Way: Parking is prohibited on rights-of-way or along driveways.
(4) Parking Space Size: Each off-street parking space shall be a minimum of two hundred (200)
square feet, 10' x 20', in addition to space for access drives and aisles. The minimum width
of each space shall be ten (10) feet. The two (2) foot area of paving at the end of each
parking space may be omitted provided the area is landscaped with sod or another
acceptable ground cover. The two (2) foot landscaped area shall be counted toward any
other green space requirement or setback. Lines,demarcating parking spaces may be drawn
at various angles in relation to curbs or aisles, so long as the parking spaces so created
contain within them the rectangular area required.
(5) Handicapped Spaces: Handicapped spaces shall be provided and sized in accordance with
316.1955, 3l6.1956, 316.1958, 320.0843, 320.0845, 320.0848 Florida Statutes.
(6) Access Drive Width: Each access drive shall have a minimum width of twenty-four (24)
feet.
(7) Number of Access Drives: If a site has less than two hundred (200) feet of frontage on a
right-of-way, one (1) access drive shall be pennitted unless there is ajoint access drive, in
which case two (2) may be pennitted. If a site has more than two hundred (200) feet of
frontage on a right-of-way, F.D.O.T pennit guidelines (found in 1496-7
Florida Administrative Code) and restrictions shall apply.
(8) Turning Radius: The minimum turning radius shall be thirty (30) feet.
(9) Coordinated joim use of parking areas during off-peak hours shall be encouraged to be
incorporated into the design of projects to reduce the total number of required parking
spaces,
(10) Whenever practical, vehicular and pedestrian circulation systems shall be separated. A
system of multi-purpose walkways connecting buildings, common open spaces, recreation
Dcccmhcr I. 1997
J
N~w Developmen( Arc.1
.
'.
.
areas, community facilities and parking areas shall be provided and adequately lighted for
nighttime use, The intent is to create a pedestrian oriented system to connect all properties
within the New Development Area Overlay Zoning District"
Sec. 20-452
Landscaping.
The following landscape standards establish the minimum criteria for the development of the
roadways, parking areas, and other features to ensure continuity in aesthetic values throughout
the corridor.
(1) All areas requiring landscaping shall meet or exceed th~ following general landscape
requirements. Such landscaping requirements are required for:
a. That part of the site fronting a public or private right-of-way that is within the
designated corridor,
b. Around and within all off-street parking, loading and other vehicular use areas with,in
each site.
c. Along the outside of screening walls and fences.
d. Adjacent to buildings on the site to complement the architectural style.
(2) All landscaping shall be installed according to accepted commercial planting procedures.
Fertile soil, free of lime rock, pebbles or other construction debris shall be used in all
planting pits.
(3) The owner of a site shall be responsible for all landscaping so as to present a neat, healthy
and orderly appearance free of refuse and debris. Any dead or dying plant material,
including sod, shall be promptly replaced or shall be treated to restore healthy growth to
achieve a uniform appearance.
(4) All landscaped areas shall be adequately irrigated with m reclaimed water ~hmf,JIHtt~~
where available, based on the following criteria:
a. An automatic sprinkler irrigation system shall be provided for all landscaped areas.
b. The irrigation system shall be designed to provide full coverage of all landscaped areas
and shall be equipped with rain sensors.
c. The irrigation system shall be designed and operated to prevent or minimize run-off of
irrigation water onto roadways, driveways, and adjacent properties not under the
control of the owner of the site.
December I. 1997
4
N<<:w Dcvdopf11t:nl Arca
.
'.
.
d. The irrigation system shall be maintained so as to be in optimum working order at all
times,
(5) All plant material shall meet or exceed standards for Florida No. 1 plants, as specified in
Grades and Standards for Nursery Plants, Parts I and II, 1973 published by the State of
Florida, Department of Agriculture and Consumer Services. Trees shall be selected from
the Recommended Tree Pallet found at the end of these design standards.
(6) The preservation and utilization of a site's natural trees and shrubbery is strongly
encouraged. Existing vegetation shall be incorporated into the landscape concept for a site
wherever practical.
(7) Natural growth may be used to satisfy specific landscape requirements. Relocation of on-
site landscaping material is encouraged.
(8) When an access way intersects a right-of-way, landscaping may be used to define the
intersection provided however that all landscaping within the triangular area described
below shall provide unobstructed cross-visibility at a level between two (2) feet and six (6)
feet above finished grade. Pedestrian sidewalks shall be provided in the triangular area
unless another safe crossing is provided. Landscaping, except grass and ground cover, shall
not be located closer than three (3) feet from the edge of any access way pavement. The
triangular area shall be defined as:
a.
The areas of the site on both sides of an access way which lie within a triangle formed
by the intersection of each curb of the access way with the street right-of-way with
two (2) sides of each triangle being ten (10) feet in length from the point of
intersection and the third side being a line connecting the ends of the two (2) other
sides.
b. The area of the site located at a corner formed by the intersection of two (2) or more
streets with two (2) sides of the triangular area being measured thirty (30) feet in
length along the right-of-way lines from their point of intersection~ and the third being
a line connecting the ends of the other two (2) lines.
(9) All landscape plans and specifications shall be prepared by a landscape architect licensed to
practice in the State of Florida.
(10) For office buildings, office parks and mixed-use developments, not less than twenty-five
(25%) percent of the overall site shall be planted with a combination of trees, shrubs and
ground covers. For commercial sites and commercial sites within mixed-use developments,
not less than fifteen (15) percent of the site shall be planted with a combination of trees,
shrubs and ground covers. Land preserved in its natural state may be used to satisfy this
requirement. Also, lakes and stormwater management systems may be used to satisfy this
requirement if designed as an amenity.
Ixcembcr I. 1997
5
New Dcvdoprnclll Area
"
.
'.
.
(ll) All parking areas and vehicular use areas shall be screened from the public right-of-way by a
landscape screen. This screen may be composed of a berm not less than three (3) feet in
height and not more than five (5) feet in height or a maintenance free wall at least three (3)
feet in height, or a screen oflandscaping at least three (3) feet in height twelve (12) months
after planting, If a wall or hedge is used, a meandering berm a minimum of one and one-half
(1 1/2) feet in height, with a maximum slope of 3: 1 shall be required. Benns shall not be
used where coverage conflicts with existing vegetation. This screening requirement may be
combined with other requirements within the landscape easement. Benn slopes shall vary in
order to provide visual interest; however, the maximum slope shall be 3: 1. The benns shall
be completely covered with grass or other living landscape materials. A benn shall not be
constructed around existing vegetation where the grade will be raised more than six (6)
inches. Walls and shrub screens shall be setback a minimum often (10) feet from the
property line.
(12) Concrete walkways shall be a minimum five (5) feet wide and shall are encouraged to
meander, where appropriate, to create visual interest. The construction of the walkways
shall be coordinated with adjacent properties to ensure continuity of design. Where a
sidewalk intersects a street or driveway, a curb ramp shall be installed.
(13) Landscaping shall be provided between vehicular use areas and the abuttjng properties as
follows:
a. A hedge or other durable landscape screen at least thirty (30) inches in overall height
above grade when planted, to grow to thirty-six (36) inches within twelve (l2) months
under nonnal growing conditions, shall be used between the common property lines.
When two (2) hedges occur along a common property line, use of the same plant
species is required. If a hedge exists on an adjacent property along a common
property line, a duplicate hedge is not required; however, in all cases, tree planting
requirements for each property shall apply.
b. Live screening material shall be planted in areas not less than six (6) feet in width,
Planting areas shall be mulched a minimum of two (2) inches thick with cypress
mulching or other organic mulch.
c. At least one tree shall occur for every seventy-five (75) linear feet, or fraction thereof,
along side (non-street side) and rear property lines, These trees shall be any canopy
tree selected from the recommended plant pallet found at the end of these design
standards.
(l4) Landscaping shall be provided for all vehicular use areas so as to provide visual and climatic
relief from broad expanses of pavement and to channelize and define logical areas for
pedestrian and vehicular circulation. The requirements for landscaping in vehicular use
areas are as follows:
D<:c~.tlIber t. 1997
6
New D.:vclopm..:nl ArcJ.
.
'.
.
a, Parking areas shall include landscaped curbed islands at the ends of each row of
parking. These islands shall be a minimum of ten (10) feet wide and as deep as the
combined parking space(s) plus median, ifany, and shall include at least one (l)
canopy tree,
b. Each parking bay shall have no more than ten (l 0) continuous parking spaces
unbroken by a landscaped island.
c. Parking bays shall have a maximum of forty (40) cars. Where total parking
requirements for a parcel exceed forty (40) cars, parking lots shall be broken into
distinct areas separated by continuous landscaped islands at least five (5) feet wide.
Landscaped islands shall contain one (1) small, medium, or canopy tree for every thirty
(30) linear feet of island.
d. Each separate required landscaped island shall contain a minimum of one hundred
sixty-two (162) square feet with a minimum interior dimension of nine (9) feet and
shall include at least one (1) tree.
e. As an option, a six (6) foot wide landscaped island may be constructed between rows
of parking which shall count towards the required open space. If this option is used,
the parking spaces abutting the island may be shortened to nineteen (19) feet in length
and the unbroken rows of parking may be extended to twenty (20) spaces. The
landscaped island shall contain one tree for every thirty (30) linear feet of island.
(15) A landscaped unpaved area shall surround each building, occurring between the facade of
the building and paved areas whether a parking area, drive or sidewalk as described below.
a. Along the front and side of an office, building a minimum landscaped area of ten (10)
feet for the first floor plus three (3) feet for each additional floor shall be maintained.
Sidewalks are not considered part of the landscaped area
b. Along the rear of an office building, a minimum of five (5) feet oflandscaped area
shall be maintained. Loading areas may be permitted along the rear or side facade of a
building.
c. F or retail buildings, paving may be allowed up to the facade of a continuous storefront
building if landscaping is provided intermittently along the facade of the building
consistent with the following:
(1) A minimum of fifty (50%) percent ofth~..front or side with continuous storefront
must be landscaped.
(2) Each landscaped area must have a minimum width of three (3) feet.
(16) Foundation and accent planting shall be provided around all structures for the purpose of
enhancing and complementing the architectural character of the structure.
December I. 1997
7
New D~vclopll1cnt ArC3
.
'.
.
(17) Additional green space and landscaping shall be required at access drives.
(18) Drainage retention areas required on individual sites shall be sodded and designed to blend
with the overall landscaping and landform of the site and may be included in the twenty-five
(25%) percent landscaped area. In no case shall designs be permitted which include fencing.
(19) All stormwater management areas shall conform to the design criteria promulgated by the
City of Winter Springs and the St. Johns River Water Management District.
(20) A tree survey shall be submitted with any application for site plan review showing all trees
over four (4) inches in caliper. Existing.trees to be removed and retained shall be shown on
the site plan. Prior to any site clearing activities all existing trees required to remain by the
Design Review Board shall be tagged in the field for inspection and approval. Barriers shall
be erected at the drip line of trees for protection against construction activities.
(21) Any existing tree(s) indicated to remain on construction plans approved by the Design
Review Board that are damaged or removed shall be replaced with new tree(s) consistent
with Chapter 5; Section 5.5 of the City of Winter Springs Code of Ordinances,
(22) All areas not otherwise landscaped, including the right-of-way, shall be sodded with
St. Augustine solid sod by parcel owners. Other suitable sod may be permitted in low
visibility areas or areas subject to periodic water inundation,
(23) A walkway with a minimum width offive (5) feet, shall be constructed to connect the main
public entrance door of a building to the public walkway along rights-of-way. Where the
walkway crosses parking or an access drive, the walkway shall be delineated. A landscaped
area, which includes sidewalk and landscaping, a minimum of nine (9) feet in total width
shall separate the walkway from parking spaces. The use of architectural features and
landscaping is encouraged to define pedestrian gateways. If shrubs are used in the
landscaped area along walks, they shall be set back so as not to form a "wall" along the edge
of the walk.
Sec. 20-453
Buffers and Walls.
(a) Buffers: A minimum fifteen (l5) foot landscape buffer shall be provided by the
developer/property owner abutting the designated right-of-way lines at the time of
development order or permit approval. The landscape buffer may be contained within a
landscape easement.
(I) The developer/property owner shall be responsible for the purchase, installation,
maintenance and irrigation of all required landscaping.
(2) This area shall be planted with live oaks or other deciduous trees with a minimum two
and one-half(2,5") inch (dbh) caliper and overall height often to twelve (10' - [2') feet
December I. 1997
8
Nt:w Dt:vdopITh:nt Area
.
.
.
at time of planting no closer than five (5) feet from the back of the right-of-way line.
The trees shall be planted every fifty (50) feet.
(3) A minimum of four (4) sub-canopy trees and two (2) deciduous trees per one hundred
(100) feet of frontage or fraction thereof shall be planted in and about the buffer.
Plantings should be naturalistic rather than formal in order to blend with the natural
landscape.
(4) No existing or dedicated public or private right-of-way shall be included in calculation
of the buffer widths.
(5) Stormwater retention areas may be pennitted in the corridor buffer area subject to the
following:
a. No more than sixty (60%) percent of the corridor buffer area can be used for
stormwater retention;
b. Stormwater retention areas shall be naturalistic in shape, dry, sodded, and
designed to blend with the overall landscape theme and landform;
c. Stormwater retention areas may be wet if designed to be part of a water feature;
d. Designs which require fencing shall be prohibited; and
e. No slope shall be greater than that indicated in Sec. 9-241(d)(1) and (2) City
Code, ' .
(6)
Existing vegetation shall be used where possible to meet these requirements.
(b) Walls: All freestanding walls, sound baniers, ground sign enclosures, planters, man-made
structures fronting along the designated roadway or its major intersections shall be of brick,
decorative or split-faced concrete block. When these materials are used for a visual screen,
they shall conform to the architectural style, materials, and color of the development.
Sec. 20-454
Signs.
All signs and sign elements, including shape, form, lighting, materials, size, color and location
shall be subject to approval by the Design Review Board if such signs or sign elements are visible
from adjacent properties or a street right-of-way.
(a) Ground Mounted Multi-Tenant or Project Identification Sign: For each multi-tenant
development under separate ownership, one (I) wide-based monument style, permanent sign
with landscaped base identifying the mime of the development and businesses within the
development shall be permitted. For developments with five hundred (500) feet of frontage
December t. 1997
9
:-Jew ()(:vdopmc:nt Area
.
'.
.
or more on a major road, one (I) additional sign may be permitted. The minimum separation
for all signs on an individual ownership parcel shall be two hundred (200) feet and:
(1) Shall only advertise the name of the commercial development companies, corporation
or major enterprises within the commercial development. The primary address of the
building shall be incorporated into the sign with numeraIslIetters a minimum of eight
(8) inches in height, but the address shall not be counted against allowable copy area.
(2) Shall be located no closer than fifteen (15) feet from front, side, or rear property lines.
(3) Shall have a maximum of two (2) faces.
(4) Shall be consistent in design, format and materials with the architecture of the
proposed building(s).
(5) A entry wall sign shall not be higher than eight (8) feet above the closest vehicular use
area.
(6) Signs shall be in an enclosed base a minimum width of two-thirds (2/3) the width of
the sign. Landscaping shall be incorporated around the base to include low growing
shrubs and ground cover and/or annuals to promote color.
(7) Signs shall be in accordance with the following schedule:
Building Size (Gross Floor Area)
Maximum Copy Area Maximum Height
Under 75,000 square feet
75,000 - 250,000 square feet
Over 250,000 square feet
32 square feet
48 square feet
64 square feet
l2 feet
14 feet
16 feet
(8) Multi-tenant centers are permitted additional signs for anchor tenants according to the
following schedule:
Building Size (Gross Floor Area)
Anchor Tenant Additional Signs
Under 75,000 square feet
75,000 - 250,000 square feet
Over 250,000 square feet
2 of 12 square feet
3 of 12 square feet
4 of 12 square feet
An anchor tenant is defined as the major retail store(s) in a center that is/are in excess
of one hundred (l 00) front feet and a minimum area of ten thousand (l 0,000) square
feet.
(b) Ground Mounted Single-Tenant Identification Sign: One (1) wide-based monument style,
permanent project identification sign shall be permitted per single-tenant parcel. One
Deccmbcr I, 1997
10
N~w D~vdopfll~nl 1\[C3
.
'.
.
additional permanent wide-based monument style project identification sign may be
pennitted for parcels in excess of one (l) acre with more than one (1) ingress/egress serving
more than one (1) building. The minimum separation for all signs on an individual ownership
parcel shall be two hundred (200) feet.
(1) Shall only advertise one (1) person, finn, company, corporation or major enterprise
occupying the premises.
(2) Shall be located no closer than fifteen (l5) feet from the front, side or rear property
lines.
(3) Shall not exceed two (2) faces.
(4) Sign copy area shall not exceed thirty-two (32) square feet per face. For parcels in
excess of 4.0 acres, the project identification sign face may be increased to forty-eight
(48) square feet.
(5) Shall be consistent in design, fonnat and materials with the architecture of the
proposed building. '
(6) The sign shall not be more than eight (8) feet in height above the closest driveway or
vehicular use area.
(7) Signs shall be in an enclosed base that is at a minimum the full width of the sign.
Landscaping shall be incorporated around the base to include low growing shrubs and
ground cover and/or annuals to promote color.
(c) Building Mounted Multi-Tenant Identification Sign for Buildings with Separate Exterior
Tenant Entrances: In addition to the ground mounted identification sign, tenant signs shall
be permitted on the exterior walls of the building at a location near the principal tenant
entrance, and be consistent with the following criteria:
(1) Shall only advertise one (1) person, finn, company, corporation or major enterprise
occupying the premises.
(2) The sign(s) shall be clearly integrated with the architectur~ of the building, and shall be
consistent in design, format, and materials with the architecture of the proposed
building.
(3) The sign(s) shall not either project above any roofor exceed a height of 14 feet.
(4) Wall signs shall display only one (I) surface and shall not be mounted more than six
(6) inches from any wall.
Oecember I. 1997
II
N~w D~vt:lopnh.'11t ..\rC3.
.
'.
.
(5) When more than one (I) tenant sign is used on one (I) building, all tenant signage shall
be consistent in size, materials, and placement.
r
(6) The maximum size of sign letters and logos, including any sign backgrounds, shall be
twenty-faur (24) inches in height for individual tenants other than anchor tenants, The
maximum height of letters and logos for anchor tenants in a retail center shall not
exceed twenty-five (25%) percent of the building height. An anchor tenant is defined
as the major retail store( s) in a center that is/are in excess of one hundred (100) front
feet and a minimum area often thousand (10,000) square feet.
(7) The length of the sign may occupy up to seventy (70%) percent of the linear feet of
the storefront the business occupies. The anchor tenant may have the signage
permitted for a Building Mounted Single Tenant Identification Sign.
(8) For office buildings EfiI!Ulp~!~t~ili~IIt.~1!~Mfj:~~fIi&~~, ,<:lr.t~wall sign not
exceeding two (2) square feet shall be permitted identifying an :~~m individual tenant.
The sign shall be located adjacent to the building entrance.
(d) Building Mounted Single Tenant Identification Sign: In addition to the ground-mounted
identification sign, a building mounted identification sign may be permitted consistent with
the following criteria:
(1) Shall only advertise one (1) person, firm, company, corporation or major enterprise
occupying the premises.
(2) The identification sign is located on the exterior wall of a building,
(3) The sign shall be clearly integrated with the architecture.
(4) The sign shall not either project above any roof or exceed the height of fourteen (14)
feet.
(5) The sign shall display only one (1) surface and shall not project more than six (6)
inches from any wall.
(6) Signs shall conform to the following schedule:
Building Size (Gross Floor Area)
Maximum Copy Area
Maximum Letter Height
Less than 50,000 square feet
50,000 to 100,000 square feet
Over 100,000 square feet
16 square feet
32 square feet
48 square feet
2 feet
25% Height of Building
25% Height of building
December I. 1')')7
12
N~w ()":Vd~Jpllh':l1t An:J.
.
.
.
(e) Additional SignsNariances: Under special circumstances, such as for parcels on corner lots,
additional signs consistent with these design standards may be approved by the City
Commission, upon a request submitted to the Board of Adjustment pursuant to Sec. 20-82
and 20-83 of the City Code. The Board of Adjustment shall recommend variances of this
sign code in specific cases where such variances will not be contrary to the public interest
and where, due to special conditions, a literal translation of this sign code would result in
unnecessary hardship. All requirements, procedures, findings and appeals of sign code
variances shall follow those provisions for zoning variances,
(f) Commercial Outdoor Advertising (i.e. Billboards)
Off-site advertising signs such as billboards are prohibited,
(g) Changeable Copy Signs: In order to create continuity throughout the corridor all
changeable copy signs shall be as follows:
(1) The sign cabinet shall be all aluminum extrusion or better as approved by staff
Changeable copy signs may be incorporated into permitted signs and shall be included
as part of the permitted sign area as described below:
a. Changeable copy signs shall not comprise more than twenty-five (25%) percent
of the permitted sign area;
b.
Movie theaters and other performance/entertainment facilities may utilize up to
eighty (80%) percent of the permitted sign area for display of films, plays or
other performances currently showing. Such copy area shall be included as part
of the permitted sign area.
c. Movie theaters may use up to eighty (80%) percent of permitted wall sign area
for display of names, films, plays or other performances currently showing,
d. One changeable copy sign advertising the price of gasoline is permitted on
gasoline station sites provided it shall not exceed twelve (12) square feet per sign
face.
(2) The sign face shall be acrylic Pan X IS or Equal.
(3) The letters and track shall be Wagner Zip-Change or Equal.
(h) Backlit Signs: Backlighting of awning signs shall be prohibited.
(i) Window Signs: Window signs may be permitted under special circumstances for retail
establishments such as signs inside and on a window or in a display of merchandise when
inco'rporated with such a display, The total area of all window signs,
shall not exceed twenty (20%) percent of the window glass area to be calculated separately
Dcccmber I. 1997
IJ
Nt:w D..:vdorlllh:l1t Area
.
'.
.
for each separate storefront. Window signs shall count against total allowable copy area if
they are permanently attached.
G) Construction Signs: One (l) construction sign, denoting the owner, architect, landscape
architect) engineer, financial institution, contractors, or containing any statement pertaining
to the project for which a building permit has been obtained, will be permitted during
construction. The construction sign shall not exceed sixty-four (64) square feet in area and
shall not exceed fourteen (14) feet in height or sixteen (16) feet in width, The construction
sign shall be removed from the site by the owner upon substantial completion of all
construction, or upon the issuance of a final Certificate of Occupancy, whichever is sooner.
If the sign is not removed when required, it may be removed by the City at the owner's
expense.
(k) Marketing Signs (e.g. "Space for Rent" sign):
(1) Only one (1) marketing sign shall be permitted on each parcel during the building's
"leasing period". At the end of the leasing period, marketing signage shall be removed
from the site by the owner of the site.
(2) All marketing signs shall be submitted to the City for approval and location prior to
the sign's installation.
(3) Marketing signs shall be set back a minimum of twenty-five (25) feet from the front,
side and rear property lines. They shall not create a visibility obstruction to vehicular
traffic.
(4) For parcels in excess offive (5) acres or with frontage on more than one (l) road, one
(1) additional marketing sign may be permitted. Signs must be a minimum of two
hundred (200) apart.
(5) Marketing signs may be double faced. Sign faces shall be parallel and mounted on the
same poles. The total copy area shall not exceed sixty-four (64) square feet and no
more than ten (10) feet in height. The total of a single face shall not exceed thirty-two
(32) square feet.
(6) Marketing signage may be incorporated within the construction sign age, but the
signage shall not exceed sixty four (64) square feet in area.
(7) Marketing signs may be lit so as to illuminate the lettering on the sign.
(I) Political Signs only by permit.
(m) Electronic date, time and temperature informational signs are permitted. Such signs shall be
counted as part of the total copy area of the overall sign.
December I, 1997
14
N~w D~vc:luflll'~nt An:J.
(n) Prohibited Signs: The following signs and/or devices are prohibited in the corridor.
(1) Any sign or part of a sign which is designed, devised, or constructed so as to rotate,
. spin, gyrate, turn or move in any animated fashion. Signs shall not incorporate
reflective materials so as to create the appearance of motion or neon.
(2) Any sign painted directly on any exterior wall.
(3) Signs projecting more than six (6) inches in depth.
(4) Roof signs.
(5) Bench signs.
(6) Snipe signs (e.g. signs attached to trees and poles).
(7) Freestanding signs unless otherwise provided for herein.
(8) Trailer signs.
(9) Signs attached to temporary structures.
(10) Billboards
(11) Any vehicle with a sign or signs attached thereto. or placed thereon with three
'. exceptions as follows: (a) any vehicle when parked or stored within the confines of a
building; or (b) any vehicle upon which is placed a sign identifying a firm or its
principal product if such vehicle is one which is operated during the normal course of
business and shall be parked in the least visible spot from the road; or (c) a trailer
placed on a job site during construction.
(12) Pole signs.
(13) Balloon signs.
(14) Ribbon signs.
(0) Pennanent Flags: Only proj~ct flags or governmental flags shall be permitted in
confonnance with the following standards:'
(1) One (1) flagpole and one (1) flag may be pennitted per parcels of two (2) acres or
more.
(2) The maximum width from top to bottom of any flag shall be twenty (20%) percent of
the total distance of the flag pole.
.
O':ccmlJ..... I. 1997
15
N.:w D~vcloplllc:l1t Area
.
'.
.
(3) Flagpoles shall maintain the same setback requirements as project identification signs.
(4) Flagpole heights shall be between twenty (20) and thirty-five (35) feet in height above
grade. .
(5) A project flag shall only contain infonnation permitted on the project identification
sign. A project flag shall be submitted to the Design Review Board for approval.
(p) Temporary signs for special events.
(1). Pennits for temporary signs, such as pennant and banner signs, not otherwise
prohibited are allowed for such purposes as auctions, special events, notice of opening
of new businesses, and going out of business sales. Permits for temporary signs shall
authorize the erection of the signs and maintenance thereof for a period not exceeding
fourteen (14) days; and permits cannot be renewed on the same sign, nor shall another
temporary pennit be issued on the same location, within ninety (90) days from the date
of expiration of any previously issued temporary permit.
(2) Signs for specific events shall be removed within two (2) working days after
conclusion of the event. A freestanding temporary sign shall be no larger than thirty-
two (32) square feet, and may be double sided. Banner signs may be sized to extend
across roads.
(q) Maintenance: All signs and associated apparatus shall be maintained by the owner of the
site. Violations shall be processed through the City's Code Enforcement Division.
(r) Nonconforming Signs.
(1) Any sign, other than billboards, having an original cost in excess of one hundred
($100) dollars and which is nonconforming as to permitted sign area or any other
reason which would necessitate the complete removal or total replacement of the sign,
may be maintained a period offrom one (1) to five (5) years from the effective date of
these design standards. The tenn of years to be determined by the cost of the sign or
of renovation, including installation cost, shall be as follows:
Original Sign cost or
Renovation Cost
Permitted Years from
Effective Date of Design Standards
$ 0 - $ 3,000
$ 3,00 I - $ 10,000
Over $10,000
2
3
5
(2) Any owner of a sign who desires to rely upon an amortization period longer than three
(3) years shall file with the City within one (I) year from the effective date of these
design standards, a statement setting forth the cost and date of the most recent
Dcccmba I. 1997
16
~c:w D.:vdof'lIh:nt Arca
.
'.
.
renovation, and a written agreement to remove or bring into conformance the
nonconforming sign at or prior to the expiration of the amortization period applicable
to that sign. The maximum period to amortize a sign shall be five (5) years.
(3) Violations shall be subject to Chapter 2. Article 3. Division 2. Code Enforcement, City
of Winter Springs Code of Ordinances.
Sec. 20-455
Utility Lines.
All new or relocated utility lines within the designated corridor shall be constructed and installed
beneath the surface of the ground unless it is determined by the City that soil, topographical, or
any other compelling conditions, make the underground installation of such utility lines as
prescribed herein unreasonable and impracticable.
(1) It shall be the developer's responsibility on-site to make the necessary arrangement with
each utility in accordance with the utility's established policy.
(2) The underground installation of incidental appurtenances, such as transformer boxes, switch
boxes, or pedestal mounted boxes for the provision of electricity shall not be required.
However, such appurtenances where not rendered impractical by the determination of the
City shall be installed on the site of any development approved after the adoption of this
section. The necessary easements to allow the utility company access and service to such
appurtenances shall be dedicated to the service provider by the developer prior to issuance
of a building permit.
(3) All transfonners and switch boxes related to development approved after the adoption of
this section shall be set back a minimum offifteen (15) feet from any right-of-way and
visually screened using landscape materials or masonry construction in conformance with
these land development regulations.
Sec. 20-456
Corridor Access Management.
(a) A system ofjoint use curbed driveways and cross access easements shall be established
wherever feasible along the S.R. 434 Corridor and the building site shall incorporate the
following:
(1) A cross access corridor extending the ent~~e...Ie.~~~ of each block served to provide for
driveway separation (consistent with the ll{ml::~~m~ access classification system and
standards ).
(2) A design speed often (10) mph and sufficient width to accommodate two-way travel
aisles designed to accommodate automobiles, service vehicles, and loading vehicles.
(3) Stub-outs and other design features to make it visually obvious that the abutting
Decemb"r I. 1997
17
~..:w D~vdupllh..nt Ar.:a
.
'.
.
properties may be tied in to provide cross-access via a service drive.
(4) A unified access and circulation system plan that includes coordinated or shared
parking areas is encouraged wherever feasible.
(b) Shared parking areas shall be permitted a reduction in required parking spaces if peak
demand periods for proposed land uses do not occur at the same time periods.
(c) Pursuant to this section, property owners shall:
(1) Record an easement in the public records allowing cross access to and from other
properties served by the joint use driveways and cross access or service drive;
(2) Record an agreement in the public records that remaining access rights along the
thoroughfare will be dedicated to the City of Winter Springs and pre-existing
driveways will be closed and eliminated after construction of the joint-use driveway.
(3) Record ajoint maintenance agreement in the public records defining maintenance
responsibilities of property owners.
(d) The City Engineer may reduce required separation distance of access points, except as
provided in (f), where they prove impractical, provided all of the following requirements are
met:
(1) Joint access driveways and cross access easements are provided where feasible in
accordance with this section.
(2) The site plan incorporates a unified access and circulation system in accordance with
this section.
(3) The property owner shall enter a written agreement with the City of Winter Springs,
recorded in the public records, that pre-existing connections on the site will be closed
and eliminated after construction of each side of the joint use driveway.
(e) The Florida Department ofTransportatiQn (FDOT) has established minimum spacing
requirements for the GreeneWay (S.R. 417) I!lterchange Area.
Sec. 20-457
Building and Screening Design Guidelines
(I) Projects shall use materials consistent with materials used in the area. Acceptable materials
include stucco, $.P.!!ftf.<<p~::sm:ffg~Q.ti.t!M.~ concrete block, reinforced concrete with tile, and
brick and terra cotta accent material. Inappropriate materials are river rock, unfinished
timber (unpainted), shake roofs, reflective/mirror glass, and metal siding. Materials should
be of high quality and well crafted.
Decemher I. 1997
18
~.;w [)~VdUl'l1h':lI( Ar~a
.
'.
.
(2) Mechanical equipment and appurtenances, including but not limited to air conditioner units,
ventilation equipment, refrigeration systems, heating units, etc., must be screened so that
they are not visible from any public right-of-way. The screen shall consist of a solid wall,
facade, parapet or other similar screening material which is architecturally compatible and
consistent with the associated building. Such screening material shall extend at least one (I)
foot above the object to be screened. If landscaping is utilized, the plantings must be high
enough within one (1) year of planting to provide a screen which will screen the entire unit.
In the case of satellite dishes, they shall be screened from view from ground level of adjacent
rights-of-way and properties by buildings, dense landscaping or screen walls. The Design
Review Board may permit dishes on buildings if no part of the, dish is visible from the
ground of surrounding properties. Setbacks for antennas and satellite dishes shall be the
same as the building setbacks.
(3) Dumpsters and similar facilities shall be screened on all four (4) sides from public view.
Both sides and the rear of such facilities shall be screened by an opaque concrete wall, or
similar material. Dumpsters shall be placed in an area that is least visible from a public right-
of-way.
(4) All storage areas shall be screened from view from the right-of-way and from adjacent
residential zoning districts. Screening enclosures may consist of any combination of
landscaping and opaque building materials. If building materials are utilized, such material
shall be consistent with the architectural design of the principal struct~res.
(5) Side and rear elevations of buildings visible from a public street or adjacent property shall be
designed in the same architectural style as the main facade.
(6) All doors for service entrances or bays shall not face a public street unless they are screened
to obscure service activities.
(7) Outparcels shall confonn to the architectural, sign age, and landscape theme of the overall
project and must share an internal access with the overall project.
(8) Newspaper, magazine and other such vending machines, ATM's, pay telephones, and trash
receptacles shall be encased in a structure that is architecturally compatible and consistent
with the adjacent building and other site details and must meet building setbacks.
(9) Exterior lighting shall be a cut-off light source to protect adjacent properties from glare. All
exterior lighting shall be consistent and compatible throughout the project.
(10) Buildings with multiple storefront entries are encouraged to incorporate overhangs in the
design of front facades as appropriate to promote pedestrian activity.
Decemher I. 1997
19
N..:w D~v..:luflllh':l1( Ar":J
.
'.
.
(11) Backflow preventers and other above ground valves shall be screened so they are not visible
from the street right-of-way using either landscaping or an opaque building material and
shall be subject to buffer setback requirements.
(12) Drive-thru pick up windows shall not be peniliUcd on the front or sides of a buildillg
frOhttllg on S.R. 434.
Sec. 20-458
Development Agreement
Any developer may propose to enter into a Development Agreement with the City designed to set
forth tenns and conditions appropriate to meet the circumstances of the specific proposed
development. Such Development Agreement shall be reviewed and approved by the City
Commission. The City Commission may vary the standards of this ordina~ce, including building
or perimeter setbacks, parking standards, signage, and other standards. rt;ian increase in building
height beyond fifty-five (55) feet is requested, the City Commission must find that Fire
Department capabilities are adequate to address the change. Such consideration shall be based on
building site constraints or physical characteristics of the property; provided specifically, however,
that any such concessions for a constrained site shall only be considered by the City Commission
in a Development Agreement if enhanced perimeter landscaping or buffering is provided to assure
that the objectives of this ordinance are achieved.
Sec. 20-459
Corridor Design Review Board.
The Development Review Committee shall serve as the Corridor Design Review Board for
developments in the New Development Area Overlay Zoning District of the S.R. 434 Corridor
and shall review such developments for a unifying theme according to the design standards and
make reconunendation(s) to the Planning and Zoning Board. The Design Review Board shall
review and make a reconunendation regarding any proposed Development Agreement pursuant to
Section 20-458 of this Code.
Dece1llh~... I. 1997
20
N..:w Dt:vc!oPllll.."I11 Ar~J.
.
'.
.
DEFINITIONS:
*
Place/replace the following definitions in the Sec. 16-51 Definitions (Signs) in the City
Code.
*
Substitute this definition of "Sign" in place of the current definition found in Sec. 16-51
(page 957) of City Code:
Signs - Signs shall mean all names, insignias, trademarks, and descriptive words, back-
lit awnings or material of any kind affixed, inscribed, erected or maintained upon an
individual site or upon any improvement on individual sites.
*
Substitute this definition of"MarketingIReal Estate Sign" in place of the current definition
of "Real estate sign" found in Sec. 16-51 (page 957) of the City Code:
MarketinglReal Estate - For the purpose of these design standards, marketing signs
shall mean all names, insignias, trademarks, and descriptive words of material of any
kind affixed, inscribed, erected or maintained upon an individual site or upon any
improvement on individual sites which contain information relating to the marketing of
space or building(s) on the subject parcel.
*
Add this definition of "Ground sign" in Sec. 16-51 (page 957) of the City Code:
Wide-based monument or pylon style sign - a sign wholly independent of any building
for support, consisting of a solid base with sign on top for monument sign or a base of
foliage with sign immediately the level of the base foliage, and where the subject of the
sign relates to either the identifying of the business name or the activity(s) carried on In
the structure on the same property as the sign.
*
Add this definition of "multi-tenant development" to Sec. 20-1 of the City Code:
Multi-tenant development - Shopping centers and other uses so determined-by the
City.
Dcccmher I. 1997
21
:"J.;w ()';VdOl'tlh:ll( .-VC:J
.. ~,
.1
LARGE SBRrm
\
CO:vGYfON NAiYrE
..
Cherry uurd
Anise
Sweet Viburnum
Wax Lez.fLimmrum *
:0
Photinia ..
W2X. Myrcte
i'YfED TUiYr SHR UB
COiYflY[ON NAIY[E
8l<!."
'"
j. -,'
Pittosporum
Variegated PittQsporum
S2I1danlcwc. Vi'ournum
Eetzii Juniper
Pfirzer Juniper
Shrub Holly
Silven.horn
Az.:.l ea
Yew PodoC2IpUS
S1YLllL SB:RUB
.CONr1YfON NAlY[E
DwarfYaupon Holly
IndiZl! Hawthorn
DwarfPmosporum
E vergre:n Giant
Border Grass
Azzlea
T Il)'rallis
Yew POdocarpus
GROUNDCOVER
COiYfMON NAiYCE
Liriope Border Grass
Mondo Border Grass
Dwarf Co nfed.. J asnllne
Pu:sonii Juniper
~,.... -.r'Sh J'
~::J''''''''''''C.ll ore uruper
=--:\..:: ;'-<I.Il Lily
DaYLily
.
T.-\B LE I
RECOiYuYITNDED SHRUB PALLET
BOT Ai'ITCA L N AiYfE
!\ rL\T\ fUl'r f my GRT RE 0 DIR..:E:Q
Prunus caroliniz.na
illicium anisawm
Viburnum odoratissimum
Ligustrum japonicum
Phocinia spp.
Myrica cerifera
30"
30"
30"
30"
30"
30"
BOTANICAL NAiYfE
!'r fThl?du-;\f HEIGHT RE 0 :!IDU:D
.,.(-
Piu:osporum tobira
PitLosporum tobira "V~eg2.ta"
Viburnum Suspensum'
Jumperus chinensis V2.f. chinensis ..Heu:i.I....
Juniperus chinensis "Pfitzerc..na"
TI~ spp.
Elaezgrnus pungens
Rhododendron indica
Podocarpus macrophyUus
24"
24"
24"
24"
24"
24"
24"
24"
24"
BOT Ai'llCAL NAiYfE
i\. IL'\"Th rt:;;\- r HEI GET RE 0 1JIR.ED
TIex VOallttoria "'Nana" 18"
Rzphiolepis indica 13"
Pittosporum tobira. "Wbederl" 1 S"
Liriope muscari "Evergreen"Giant:" IS"
Rhododendron indica 18"
Thyr2Ilis glauca 18"
Podoe<.rpus macrophyllus 18"
BOTANICAL NAiYrE
iYO?f:D- IU'?tr HElGET REO U1RED
Liriope muscari 10 Pips/dump 9" a.c.
Ophiopogaa japonicus 10 Pips/dump 9" a.c.
T rachdospernum jasminoide.s "N ana" 1-5. Spread 18" a. c.
Junipaus chincnsis 15" Spread 18- a.c.
Juniperus conferta "Compacta" 12.-15. Spread 18" a.c.
Agapz.nchus a.fiica.nus' - 10 Pips/clump 18. o.c.
Hc:n=:ocallis spp. 10 Pips/clump IS. o.c.
3
.
i...
.:.
i. .0
'.
=~
---:Ill
.
L2J1ra.na
Afri c.a.n r Ii s
HQUy F l:rL1
L2nca.n2. montcvidcnsis
DjC!i:~S vcgcC2.
C ynomium falcarum
15 "sprc2d IS" o.c.
10 Pips/clump IS" o.c.
Gal. can 12"-15" sprl:ad 24"
o.c.
4" pOts - 2-3 pl2.I1ts/PO~I2"
o.c.
English Ivy
H ed en heLL\:
*Must be used with a row of lower growing shrubs in franc.
Note: Pl:1.nt list subject to :ldministr:1tive :lmendmenr from time to time.
. .
. J.i~
,...
:2
',.
..~
. I
CA.i'fOPY TREES
. COiYllYION NA1'yIE
Live Oak
Laure10aIc
Sycamore
Red lvfaple
SW~tgum
OTRER LARGE TREES
COiYl1YION NAi\1:E
.--'.
'.
i::"
.~.
Tulip Poplar
Bald Cypress
Pines
Southern Magnolia
River Birch
iYrEDIillYi TREES
COlYl1YiON NAi'yIE
~e.rican Holly
Dahoon Holly
East Palatka Holly
Golden Rain Tree
Sweci Bay
Loblolly Bay
Drake Elm
Wmged Elm
Cherry Laurd
W e~ping Willow
SiYIALL TREES
COiYIi.'vrON NAlYIE
:}W2...\ Myrrle
41 ,.~': Ligusrrum
..
T.-\.B LE 2
RECOiY0ITl'{DED TREEPALLET
BOTANICAL NAlyIE
l\-1J?fGl1JiYr B::EIG
lIT
REQUIRED
Quercus Vrrginiana
Quercus Iaurifolia
Pl211tanus occidentilis
Acer rubrum
Liquidambar styraciflua
10"-12"
12'
12'
12'
12'
. ,..c -.
BOTANICAL NA!yIE
i'dL'f.!?YI1JiYi .B:E:I GET
REQTI:mED
Liriodendron tulipifera
T 2Xodium distichum
Pinus spp.
N[zgnolia grandi.fiora
Berula nigra
12'
12'
12'
12'
12'
BOTA-l'fICAL NA!yIE
B:ElGHT
RE Q UffiEn
TIc."C opaca
TIo:: cassine
Do:: opaca 'East Palatka.
Koe1reureria focmosana .-.
.Magnolia virginiana
Gordonia lasianthus
tllinusp~olias~p~o~
'Drake'
Ulmus alara
Prunus caroliniana
Salix babylonica
10'
10'
10'
10'
10'
10'
la'
10'
10'
10'
BOTANICAL NAJ.'rfE
EElGBT
RE Q VIRED
Myrica cerifera
Ligusrrum japonjcum
S'
S'
-
J
:~
.
.
'.
~
.
C,rape: Mynk
.,>o.Yaupon Holly
Chickasaw Plum
Flowering Dogwood
Redbud
Tabebuia
(Also L. lucidum)
LagerswremiJ indicJ
Ilex vomicoria
Prunus anjuscfolia
Comus Barida \
Cercis canadensis
Tabebuia spp.
S'
S'
S'
S'
S'
S'
A C CENT P ALiYIS
COiYThrON NAi'YIE
BOTAi'ITCAL NAiyIE
HErGHT
REQUDu:D
Canary Island Date Palm
Washington Palm
Pindo Palm
Cabbage Palm
Phoenix canariensis
\Vashingtoaia robust<!.
B utia capitata.
Saba! palm .I.t..
5'
5'
5'
6'
Pruning of tr= shzJ1 be aIlnwed to maintain apprnpriate cleannce for access and minor pruning
sball be allowed to promote healthy growth. The intent is to allow trees to achieve a Mtum tree
canopy.
Note: PI.:tnt list subj ect to administr.ltive amendment from time to time..
.',
.J
March 30, 1999
.
To:
Mayor
Commission
Thru: Ron McLemore, City Manager
Thru: Charles Carrington, Community Development Director
From: Don LeBlanc, Land Development coordinat~
Re: Development Review Committee
Winter Springs Retail Center
The Development Review Committee convened on March 30, 1999 to review the final
engineering plan for the above referenced Winter Springs Retail Center. J. Reynolds represented
the project. Staff members present were Cook, Dallas, Grimms, Houck, Lallathin, LeBlanc,
Lockcuff, Perez and Tolleson.
Please see attached Staff comments.
The water line is to follow the right of way of Celery Avenue (a road on the plat only and not
built) unless easements can be obtained from the property owners east of Hayes Road and south
of SR 434. There is not enough right of way remaining on SR 434 for a water line. .
.
LeBlanc made a motion that the project be favorably forwarded to the Planning and Zoning
Board for their action, incorporating the above water line language, and that the building decor
be that as depicted on the illustration given to the City - seconded by Grimms. All voted aye.
cc: Staff
.
.
.
.
,....
~ .;.~:
Memorandum
To: Don LeBlanc, Land Development Coordinator
CC: /l ~"
From: Don Houck, Building Official ~
Date: 03/30/99
Re: Winter Springs Retail Center Site Plan Comments
__......~";::;:c~:.c:\::..~~,;,.~,'~~...:...,,...;._~
City and County impact fees apply.
1
CITY OF WINTER SPRINGS. FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1600
Community Development Dept.
. Planning Division
MEMORANDUM
TO:
Don LeBlanc, Land Development Coordinator
FROM:
Tho~as Grimms, AICP Comprehensive Planning coordinato~~~'ff'
March 29, 1999
DATE:
RE:
Review of Winter Springs Retail Center Final Site Plan.
I have no objections or concerns with the plan as presented.
.
.
MEMO FOR RECORD
.
March 29, 1999
From: Land Development coordinato~
Re: Winter Springs Retail Center
Site Plan
I have reviewed the above referenced site plan for Winter Springs Retail Center and have
no further comments.
.
.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
.
March 19, 1999
Thomas H. Skelton, P,E,
American Civil Engineering Company
207 N. Moss Road, Suite 211
Winter Springs, FL 32708
RE: Winter Springs Retail Center
Engineering Review (Resubmittal)
Plans Sealed February 22, 1999
Dear Tom & Jack:
.
The subject revised engineering plans and stormwater calculations were received on February
23, 1999. A review of the subject engineering plans, and associated documents, found them
to be in general compliance with the City's Land Development Code and sound engineering
practices.
I recommend these engineering plans be approved for construction. If you have any
questions, please give me a call at 327-1800 extension 315.
-
~/c/e.Lv
MARK L. JENKINS, P.E.
CITY ENGINEER
cc: Community Development Director
Land Development Coordinator.
Thomas Skelton, FAX# 327-0227
.
WINTER SPRINGS
FIRE DEPARTMENT
102 NORTH MOSS ROAD
WINfER SPRINGS, FLORIDA 32708
lliLEPHONE (407) 327-2332
FAX (407) 327-8514
tt MEMORANDUM
To: Donald LeBlanc, Land Management Specialist
From: Robert E. Dallas, Fire Marshal ~
Date: February 26, 1999
Subject: Review of Winter Springs Retail Center 2nd Revised Final Engineering
"-<~~<::;;; ::. :;., .,.. _.=~~~~=---~~";""..
_f"- c<j,.-r _ ~--...:;:.-.;--..,'--~ -~. ~A
The Fire Departmetf~tlcis re~je~~~~~~~?i~efuP1a~ sig~C1~nd sealed on
2/23/~ 999 of th71l5ove rJfe;~~ce~:.Brjj~~L~~~I$~~o chari~ys concerning
the Fire Depa~.~!i' ent fr~~ t~~.;j,~:~~~p~)~~~_~a~~a.~~~1~1~~ 199~~;,
t (,:1 ~,'+ ,'/ 1,' rf" \,\ .. -.~ /~~ C~7 ~, .
No further comfnenti are~reXq}"ufre'd~'.at t\~islHm.. e.~.... -(f.r.<,,~ :'A.
I r. !! '< ",-,. ".1 "~.'" / -t.' \' (."u'
Ii !f (i:~)"./ 1/ \,<~~ .~\."_"",r", \~ \ \ ~ :"I~ \~ :,~
/ I ~. t...:.;../ if f:r ;-"'~";~~'~,;. ,,,.", t... : \\ ,~.., \ "_:
; i . ,)i/'" L ", .,.". ,'~~.. ""}LA \ I' \:
j -;' ii' /"... >:.. ,,'- \ ~jo - ~J \ . ~ ~ ,
! d (\" / .. 'i '., .",. . ~ Q "~li Ii ,.;; 'I
\ -~ ~ ~ ~ I .,' <" _ \ t:...:f:;t;:'>\:';':~ 1'; :". ! ;
\.! '.! ,1,.<'" 't',~~--), r;;.;'~~"'/.:J.'': jl .
I..[!i L ~;"V/l1; ,....... , t ~ I Ii i
Ii! h ..~/.".P.J<-!, I ~ .f
I ~ ,l \\ ,} \ ~ -.-.-' -I:: '~~) ~.),~~' /~ ! / )
,i " \~" j' /J
\.........1 'i...," . "/'..~.\~:!J j/ II
I i;\ ' S/{<~ \,,\ ,,;/ J
,~l ,\ I t~/, ~;:::!}/ ,j
\ '\ :,' . .,~::-. '. ()., /,'
'\' ',<.' ,"" A/
" \ ' y,"'';;" Ir,,~ ~/
~\ ' l,; I_~ )) fJr.... /,-
<\,J.,:;:,~
~<i' \ ., ~,~:.::;;:::,.",.,
.~~. ,'. ;....::~~';;:..l
..~.\.l>",
.
. .:...; .::,C:::J
J.."
j.
/
/t:/
//
;/
,', f
.
.
.
.
MINUTES
PLANNING AND ZONING BOARDILP A
APRIL 7, 1999 - REGULAR MEETING
I.
CALL TO ORDER
Pledge Of Allegiance
The Planning .And Zoning BoardlLPA meeting was called to order Wednesday, April 7,
1999 at 7:00 p.m. by Chairman Tom Brown in the Commission Chambers of the
Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida
32708). The Pledge of Allegiance followed.
Roll Call
Tom Brown, Chairman, present
Carl Stephens, Jr., Vice Chairman, present
Marc Clinch, absent
Bill Fernandez, present
Rosanne Karr, present
Also Present
Don LeBlanc, Land Development Coordinator
Approval Of The March 3, 1999 Planning And Zoning BoardILocal Planning
Agency Regular Meeting Minutes
"MR. CHAIR - I'VE REVIEWED THESE AND I WILL MOVE TO APPROVE
THE MARCH 3RD, 1999 P&ZILPA BOARD MINUTES AS CIRCULATED BY
MAIL". MOTION BY BILL FERNANDEZ. SECOND BY ROSANNE KARR.
DISCUSSION. THE MOTION TO ADOPT THE MINUTES OF MARCH 3, 1999
WAS APPROVED WITH CONSENSUS OF THE BOARD. MOTION CARRIED.
II. REGULAR AGENDA
A. Final Development PlanlPreliminary Engineering for the Proposed St.
Stephens Catholic School
Mr. Don LeBlanc, Land Development Coordinator introduced this Agenda Item to the
Board and stated that Staff is pleased with this project.
There was discussion about the removal and mitigation of trees; landscaping concerns;
and the related "point" structure..
MINUTES
PLANNING AND ZONING BOARDILPA
APRIL 7,1999 - REGULAR MEETING
PAGE 2 OF 4
Mr. LeBlanc and Mr. Peter Sutch, the Engineer of Record, with CPH Engineers, Inc. both
responded to the Board's concerns, and explained the proposed "Plant List" - trees which
will be added to the project.
.
The Engineer of record, Mr, Sutch elaborated on some of the design specifications of this
project, including that "The purpose of that "block" is to promote a secure school
environment. As you can see from the way that the site is designed, everything is pushed
internally to the school, and everything is secured through a perimeter fence, so that they
can monitor people into the school, and also out of the school, and keep a close watch on
the kids - so that is why everything is pretty much more clustered into almost one block",
Mr, Sutch further explained about the footprint of the building and how this affected the
landscaping of this project.
There was further discussion regarding the dry retention area; a "dirt spoil pile"; fence
heights; and irrigation.
The Board inquired about traffic studies; the size of the sidewalks; and the Board's.
concern with the safety of the school children, especially regarding the closeness of the
sidewalks to Tuskawilla Road. A stoplight and an overhead walkway or overpass (to the
Oak Forest subdivision side of the road) was suggested by the Board as a possibility to
ensure the safety of the school children.
There was discussion on how certain portions of the structure, sidewalks, and trees were
incorporated into the design for this project. In addition,. Board Member Bill Fernandez
referenced an article about the "removal of trees" in Atlanta, Georgia (see Attachment
. "A ").
The Board further discussed their concerns about landscaping, and the water quality in
relation to this project. In addition, they asked about the status of the City's Arborist; and
whether a "Survey of Existing Trees" should be included, as per references from the Land.
Development Regulations.
"I MOVE THAT THE PLANNING AND ZONING BOARD FAVORABLY
FORWARD THESE PLANS TO THE CITY COMMISSION FOR THEIR
ACTION, CONTINGENT ON THOSE COMMENTS OF THE MARCH 23RD, 1999
DEVELOPMENT REVIEW COMMITTEE MINUTES". MOTION BY
ROSANNE KARR. SECOND BY BILL FERNANDEZ, "ALONG WITH MY
CONCERNS THIS EVENING, WHICH HAVE ALREADY BEEN EXPRESSED".
DISCUSSION. VOTE: CARL STEPHENS, JR.: AYE; BILL FERNANDEZ:
AYE; ROSANNE KARR: AYE; TOM BROWN: AYE. MOTION CARRIED.
.
.
.
.
MINUTES
PLANNING AND ZONING BOARDILPA
APRIL 7. 1999 - REGULAR MEETING
PAGE30F4
B. Final Engineering Plans for the Proposed Winter Springs Retail Center.
The discussion on this Item began with comments on the location of this. project,
specifically regarding Celery Avenue; signage; tenants; and the planned landscaping. Mr,
Jack Reynolds, the Project Representative addressed the Board's questions and concerns.
Architectural design elements such as the planned windows were next discussed, The
Board further discussed the area around Celery A venue and Shore Road.
"I WILL MAKE A MOTION TO RECOMMEND TO THE CITY COMMISSION
THAT THEY FA VORABL Y APPROVE THESE PLANS CONTINGENT ON THE
~CH 30TH, 1999 DEVELOPMENT REVIEW COMMITTEE MINUTES,
INCLUDING THAT IF THEY GET THE EASEMENT, THAT THE WATER
GOES THERE, OTHERWISE IT'S CELERY AVENUE; AND THAT THE
DESIGN SHOW THE MANSARD ROOF AND SO FORTH AS ON THE SKETCH
PRESENTED TO US". MOTION BY BILL FERNANDEZ. SECOND BY CARL
STEPHENS, JR. DISCUSSION. VOTE: BILL FERNANDEZ: AYE; ROSANNE
KARR: AYE; TOM BROWN: AYE; CARL STEPHENS, JR.: AYE. MOTION
CARRIED.
III. FUTURE AGENDA ITEMS
. Chairman Brown spoke to the Board about the tentatively planned Special Meeting for
last month regarding issues relating to the property owned by Ms. Margaret Casscells.
Chairman Brown explained that this matter may be presented to the Board, at a later date.
Chainnan Brown also advised the Board that issues .pertaining to the Comprehensive
Plan, are currently being researched by Board Member Marc Clinch.
Tape liS ide 2
· Discussion with the City Attorney on the Draft Bylaws/Rules of Procedure for
the Planning & Zoning Board/LP A.
· Discussion on the Evaluation and Appraisal Report (EAR) of the City's
Comprehensive Plan.
· Approval of the Official Zoning Map. The Board asked if this could be done
at a Special Meeting, prior to the end of April 1999.
· An update on the Parks and Recreation Department Renovations, in relation to
the Comprehensive Plan.
.
.
.
MINUTES
PLANNING AND ZONING BOARDILPA
APRIL 7. 1999 - REGULAR MEETING
PAGE40F4
· A meeting with the new Parks and Recreation Department Director, once
appointed, perhaps in June or July.
The 80ard briefly mentioned the upcoming Board Appreciation Dinner, scheduled for
April 24, 1999, and the Fireworks Extravaganza.
Board Member Fernandez asked if the Board could receive an updated Board Member
List and a list of E-mail addresses for the Mayor, Commission, and City Employees.
IV. ADJOU~ENT
Chairman Brown adjourned the meeting at 8:07 p,m.
Minutes respectfully submitted by: Andrea Lorenzo-Luaces, Interim City Clerk
City of Winter Springs, Florida
APPROVED:
TOM BROWN, CHAIRMAN
PLANNING and ZONING BOARDILP A
DOCSlboardslplanning/allllminutesl040799.doc
I:
..j'~,
ATTACHMENT "A"
; Other news to note
The Orlando Sentinel, Sunday, Apri/4, 1999 A-'
.
.
t;.
Hi}-::
.:
I~.
F'
.
",...
SOUTH
" ~ ~ n.~~).' ':';~~';?A,,:,.;~'~:~'.~(_'~.'"
".'. ", :.' ..... ",
. Study: .Re.moval of trees :. .
.. makes. Atlanta hot, nasty ,
ATLANTA. - Metro Atlanta is
. losing an ~v~rage of 50 acres per
day.oftreecover to make Way for-
new housirig;' roads, shopping
malls andoftice parks, accordiIlg
to a new aiialysis of satelliie imag- '.
. es, And. as its urban forest disap;:.
pears, the misery level is going up
-. more heat, more flooding, more
air pollution, higher electric bills.
The new analysis of Landsat Sat-
ellite data. by NASA climate scien-
tists, University of. Georgia re-
searchers arid others shows. that
frOm J9s8 to - -1998, the.afea lost.
, abO.ut .~190,OOO. acres of tree cover.
BetWeen 1973 and 1988, - the loss .
was about 151,000 acres, or about.
27 acres per day.
NORTHEAST
.1.
Protesters arrested after
shooting may be cleared
NEW YORK - Manhattan DiS-
trict Attorney Robert Morgenthau
: _ plans to drOp charges against
more than 1,200 demonstrators'
who were arrested last month on
-civil disobedience charges over
the police killing of an unarmed
African immigrant, his spokeswo-
maxi said Sciturda..v. Police Com-
missioner Howard Saftr disagreed
with Morgenthau's.decision. Ama-
. dou Diallo, a 21-year-old street
vendor, was killed as police shot at
:-him 41 times Feb. -I. He was hit 19
times. Thur white police officers
have been .charged with second-
degree murder.
~ti" --...t:~it:!in'l12'Jt:~":...~~.i'.~rt;:"' 't.. ~""
Deadly blaze in Kentucky
Firefighters in Louisville, Ky., on Saturday inves-
tigate the scene of an early-morning house fire
that killed a 28-year-old woman and 4 of her chil-
dren and critically injured another child. Dead
quite well," Leonard Muhammad,
Nation of Islam chief of staff, told
the congregation, which broke out
in applause. He said he didn't
know where news reports describ-
. ing the controversial leader as
. , gravelJ ill were originating. Jesse
Jackson, who led the prayer vigil,
also said the doctor who per-
formed the surgery had told him
it was successful.
Big Game lottery jackpot
swells to $190 million
CHICAGO - Players lined up
early Saturday to grab tickets to
the third-largest lottery jackpot in
U.S. history after the Big Game
prize rose to $190 million after an-
other winless draw. Drawing of
the jackpot, exceeded only by
. Power Ball payouts of $296 mil-
lion in July 1998 and 5195 million
in May 1998. is scheculccl for 11
were a boy. 3
female twins. .
appeared to
house, where
five years ago, claimed terminal1:
ill caflcer patients who sough
treatment at the former Cincinm
ti General Hospital bet\veen 196
and 1971 were given full-body an
partial-body doses of radiation s
researchers could measure the e
fects. The agreement was reache
Friday when the last surviving po
tient from the study agreed to it
terms.
. WEST
Report: California let aic
, f,,~ n"l')r ho c:nll~rrlc:>rc:>r.
UTILITY COMP ANtES
F NAL CONSTRUCT ON PLANS
SANIT ARY SEWER: CITY OF WINTER SPRINGS
WATER DISTRIBUnON: CITY OF WINTER SPRINGS
ELECTRICAL POWER: FLORIDA POWER CORP.
TELEPHONE: SPRINT-
FIRE/POLICE: CITY Of WINTER SPRINGS
SOUD WASTE: CITY OF WINTER SPRINGS
SR434
WINTER SPRINGS, FLORIDA
~.
Q?
.~
~
o
ex.
o
~
~
~
:t:
~
2
NORTH
LOCA liON MAP
SEC. 35
TWP. 205
RGE. 30e
PROJECT LEGAL DESCRIPTION
LOT 29. ENTZUINGER FARMS ADDITION NO.2. AS RECORDED
IN PLAT BOOK 5. PAGE 9, PUBLIC RECORDS OF SEWINOLE CO.,
FLORIDA (LESS RtGHT OF WAY FOR SR 434) CONTAINING 3.41 ACRES.
PROJECT DIRECTORY
DEVELOPER / OWNER:
4t__
WARnN 4t PAUlA ISREAl
UTtER GUVS
,. NO. CR. 427
lDNGWOOO. FlA. 32750
m.EPHONE (407) 834-8440
CIVIl ENGINEER:
THOYAS H. SICEL" P.E.
AMERICAN CNl _ co. ;'
a7 N. MOSS flOAt. IWE 211
"."" Fl Il1Ol - \
(." 327-17ao - '\
OGUDNEY SURW:~ IIC.
DAVI) DOlJDNEY
280 EAST __ ST.
SANFORD. FlA 32"'
(401) 322-1451
. SURVEVOR:
SOIlS ENGINEER:
00UGlAS YOVAISH
yoy.. _ SERVICES
e3 SUNSHINE LANE
AlTAYONTE SPRINOS. F1.A. 32114 .
(407) n4-9383
MARsJ
~.
~
PERMIT STATUS
DATE DATE
ISSUED EXPIRES
SHEET
1
I
a
4
I
I
7A
71
I
INDEX OF SHEETS
DESCRIPTION
COWBIIIBT
-..nB
8UIMV
_IILM
PA~_aDRAlWEPIM
. lnIJTY PLAN
l.AfC8WIE PLAN
-.A1tON~
STAfGMI) CONII1IJaI1ON DETAU
PLANS ISSUED FOR:
DATE
AMERICAN CIVIL
ENGINEERING CO.
." N. ... _. 8UIII 211 111..- SPIIIOl n.-.. ..,.
..... (WI) 387-7700 PAl (407) 317-C1117
UftD-1I
...
\~
...". .
l "~I
~, 't
.. ~...,
, ~>
.''''
~~ :f
,: .,,:
. "',.
),It'.
)"-'\';
'r~t_.
"f~~"ef)N":L.~~~ AlL ~lQt AS LtAC1ED
'. ..nc . PUll ".<~ . . .
2. AU. PJIOPOSI1)'SffECXltSTRUClION Mt. II: P\I1SUANT TO ....ORM~1ION
. . SHMf .. 1IUC PLANS · AS APPRO\8 BY TIC CITY OF WIllER 3fI~
1 AU. COHS1RUC'IDtSHALL coaR.V If(H M: jppUCAILE STATE. .fEDERAL. AND
LOCAL".CODD..j1 AU. ~MY LICENSES AND PEfUlS SHAlL . OITAIO
BY 1HE COII1IM:lOR AT 1HEIR EXPDIS[ UNLESS PRE\1.OUSL Y OITAIO BY
M "1Ma. ...... If,!.... IE. THE ~ OF THE CCNlRACTOR TO INSURE
lItAT AU. REciuIe PIRW1S ARE OItMe AND Mf. .. HMO AT ll€' JOB
SI1[ PRIOR toM: ~ CI CDmRUc1lON. CONTRACTOR SHAlL
All)[ . BY AU. CGtIJlIONS CONTAINED. TtOEIN. POUTS IClUD[O (BUT NOT
~ Y f.IITED TO) ARE: . .
- WAlP UAN.A(l)4[NT DIS1RICT STOAWATER
- DEPI'. M ENWaICNTAL PROTECTION
- FLORIDA DEPT. OF TRANSPORTATION
- CITY OF W41ER SPRINGS SITE PERUlT
4. THE DISTANCE AND lOCATION OF EXIStING tJNOEROAOUNO UTlJlB ARE NOT
CUMMlEED III) SHALl. BE IMSlIGA1ED AND VERfF'IED IN THE FlELD BY
THE CONTRACTOR PRIOR TO ST AR1Ittt THE 1t)RK. THE ENGINEER ASSUMES
NO RESPONSa.ITY FOR ACCtIRICf tI LOCATION OF EXlSTfC UTlITIES SHOWN
ON THESE PUNs. PRIOR TO THE STAltT OF ~Y CONSTRUCTD4 ACTMTY IT
SHALL E THE CONTR~TORS AESPONSIIJTY TO NOTIFY THE VARIOUS
UTIJ1IES AtI).. 10 MAKE H NECESSARY ARRANGEUENTS FOR AMY RElOCATIONS
OF THESE UTlJ1ES .TH M: 0.0 Of THE UTIlITY.
5. THE CONlRACTOR SHAU. BE RESPONSII.U FOR ANY AND AlL COST WHICH WAY
OCCUR DUE TO lilY DAMAGES CAUSED BY lHE CONTRACTOR TO EXISTING
UTlJ1E$ STAUCTURS OR PROPERTY. 1HE CONTRACTOR SHALl COVER THE
ENTIRE COCTS Of REPAIR MD/OR REPLACEUENT OF SAID DAMAGES.
8. TIt[ CONTRACTOR SHAU.. PROVIDE COIIUTE -AS-BUl.TS- INfORMATION TO
1M: ENQIt&1t IlUTI\f: TO THE LOCATION II) AU WATER LI€S. WATER
SOMCES. VAL\O. SEWER UNES. SlIER SElMCES. STORY SEWER UNES.
ItNERTS Of S1\IACTURES. FINAl RE1EN1r)N AREAS. F1NISH LOT GRADES AND
~8ENCH MARkS fOR VOIF'ICATION. 1HE -AS-BUlT- RECORDS
SHAlL BE KEPT AT THE JOB StTE NC) UPDATED AS THE PROJECT PROGRESSES
twO (2) SETS Of RECORD ORAMNCS ME TO lE PRO\1DED TO THE CITY.
7. AU. HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHAll BE BASED ON THE
APPROVED PlAT.
8. THE CONTRACTOR SHALl HR A PROfESSIONAl TESTN: LABORATORY AS
NECESSARY 10 PERfC)RW AU. TESTS REQUIRED BY THS CONSTRUCTION
AND AS. REatRD BY AlL JURlSDlC1IONAl AGENCIES.
9. THE CONTRACTOR SHALl NOTFY AMERICAN CML ENGINEERING COUP ANY 24
HOURS IN ADVANCE PRIOR TO AHYTI$TWG AS INDICATED IN fTEU No. 8
ABO"f:.
10. THE CONTRACTOR SHALl. N011F'Y AU. APPROPRIATE UTILITY COWPANES Of
THE PROPOSED ST lIfT OF. WORk IN ACCORDANCE '11TH THEIR ST ANDARO
REOURWENlS: IC..lDNG BUT NOT LUTED TO WATER. SEWER. POMER.
TDDHONE. CAS MO CABlE TV COMPANIES. THE CONTRACTOR SHAlL
COORDIfATE THE ItST ALlA TION (6 UN)[RGROUNO CONDUITS PRIOR TO
Sl8IASE PREPDA TION.
11. f1..ORIDA LAW ,Sf'.851~ THAT PERSONS WAKWG EXCAVllONS IN
PWUC OR. .. AlE S . AI.J.EVS. RIGHT-or-WAY OR uroTY EASM:NTS
MTH HAND 100LS OR POWER ElM'tCNT UUST flRST 08T AIM INf'ORUA lION
ON 1HE M tDCAOON 0; UOERCROlII) GAS PIPE IJNES. THE COHTRCATOR
SMALl N01FY THE GAS UTlJTY A ...... OF 48 HOUR AND A ..~ Of
'5 DAYS PRPt TOEXCAVATIOH.
12. AU. WORK SHALL SHAlL BE CRN TO AND SUBJECT TO INSPECTION BY
AUntOIbZf:b PERSONNEl. OF' THE QlY. COUNTY. STATE. OWNER AND ENGlER.
13. MY PROPoSED' FIlD CHANGES INCH .SUBSTANTlALLY DEVIATE F'ROW THIS PlAN
SHALl. BE APPROVED BY THE CItY OF "TER SPRINGS AND 'H ENGINEER PRIOR
10 THE CHANGE 8EINC UADt It lHEFELD.
1... UPON NOllCt flOW THE CONT AClOR HAT THE CONSlRUCTION IS COWPlETE
AM) READY.'" ACCEPT AHCt THE. E*INEER SHALl WAKE FINAl INSPECTION
>>I)NOlfY M: CONTRACTOR AND OWNER (E ALL INCOMPLETE NIl/OR
DEFECTI\( WORK. THE CONTRACTOR SHALl. CORRECT All SUCH ITEWS TO THE
SATlSFATION OF nt: ENGINEER All) OWNER. AlL REGlUTORY AND GO\lERNUEN-
TAl AGENCIES MfICH REQUIRE fNL tGPEClIONS SHALl HAVE BEEN CONTACTED
BY tHE CONTRACTOR AND HA\t: MPECTED AN) APPROVED THE PROJECT PRIOR
10 ACCEPT MICE BY THE OWNER.
15. THECONl'RCAtaI SHALL TAl([ AU. NECESSARY PRECAUTIONS TO CONTROl DUST.
WI) 1M) .mO.ON DURING ~TMJC11ON AND SHALL PROTECT AU.. ADJACENT
PROPEI11ES' All) 1ICHTS-oF-WAY ,.., DAMAGE BY EAOSION.5EOM:NTAION
OR OtHER. P01ENTIAL CONSTRUC11ON RELATED CAUSES.
16. M CCNlRACTOR SHALl. TAKE CARE DlRNG THE CONSTRUCTION TO AVOID
DIS1UBtQ 11ft DISTIC SUIMY WCNUMENlS. AHY WONUUENT DISTURBED
BY THE CCNlRACTOR SHAlL IE RElET AT THE CONlRACTOrS EXPENSE BY
1HE ~ $l.ltYEYOR.
17. AU. ~ .... ON THESE fUNS SHNJ. IE CONSTRUCTED IN
_TNfIl..'~ M1N.__1ION SHOWN ON 'neE PUNS. MY
CCIftJC1S't1fQ4 ""'T It Ctf....lO M: PUNS SHALL BE' BROUGHT TO
'THE A11ENTION '" H DDNEDt ... 10 f1EU) CHANGES. YINOR ADJUST-
". . MEJnS CNJSD. IY VMYING FIlD aIII11ONS. IO.UDING CHMGES.AN)
OEPlHS tS IEJIUS AND SWALES MAY . MADE MTH M 1I'Pf<<NM. or THE
ENGIID .. IT IS DE1DUC lHAT'M 8ASIC DESIGN INTENT IS YET.
18. ALL lOCAL. AND stAlE AND FtDERM.. 0faNANCES. POUCB AND OR one
REGUlAlIONSRECAAOIC TEYPORARy BMRICAOES. UGNlS. SIGNALS. SlGNACE.
ETC. SHAlL IE THE RESPaNS8l TYOt THE CONTRACTOR. SAfE AND
CON\9IENT lEANS ~ ACCESS AND EGRESS TO AlL PARlS Of THE PROJECT
SHALl. II: -Me 8lr M: CONlIACTOR.
CONSTRUCTION NOTES WATER DISTRIBUTION:
~ .
1. AU. WATER DIS''''lION SYSlEMMLATED I1EMS SHALL BE CONSTRUCTED
IN ACCORDANCE .THelTY ~ WIllER SPRI4GS Pl8JC UTlIlIES REOUIREMENTS.
AND FlORIDA DEPT. or ENVIRONMENTAL PROTECTION REQUREUENlS.
2. ALL MA TEJlALS FURNISHED BY 1M[ CONTRAClOR UNDER TtIS SECTION
S1WJ. BE NEW. HIGH GRADE AND fIlE FROM DEFECTS.
3. PRESSURE NI) LEAKAGE TESTS FOR NEM.Y-INSTAlLED WATER .00000000OON
SVSTEM PRESSURE PIPES AtI) APPUR1ENANCES SHAll BE PERFORWED
IN CONFORMANCE .nf CITY. COUNTY .N<<) FDEP 51 ANOAROS. POT AfI.E
WA TEA lEST PRESSlRS SHALL BE 150 PSI: DURA110N Of TESTS
IS TO BE 2 HOURS. TESTS TO IE CONDUCTED PURSUANT TO AWA C800
DUCllE ... PIlE AND 101 aF lHAT AWMAIl.E LEAKI/j,[ FOR PVC PIPE.
... DISINFECT POTAIlE WAlER MAINS .. ACCORDANCE .lH AWA Ce1
51 ANDMD PRQCEDI..M[S FOR DIS1NF'EClWG WATER MAINS.
5. M.L ~ PPE WUST BEAR THE NSF LOGO FOR POTA8lE WATER USE~
S. ALL WATER lINES SHAll. BE INSTAlLED IN A DRY TRENCH.
CONSTRUCTION NOTES SANtT ARY SEWER SYSTEM:
1. ALL SEIER COIJ.EClION SYSTEM RElATED natS SHAlL BE CONSlRUCTED
It .ACCOIDMCf .lH QTY STNI)MDS~ THE FlOROA DEPARNENT
0; EIMOMNTM. PROlEClION. AND HEAlTH DEPT. REQUlR[W[NlS.
2. "UNSUTMLEUAlERIAl IN THE \1CIITY (:E SAHlT MY SOlD UN( ARE ,
FOUNO DURIIG CONSTRUC1DI. .1HE CONTRACTOR SHALL NOTFY THE
tNGIEER WHO aL OIET lMECCNlRACTOR TO AEWO\€ THE UNSUITABLE
UATEJIAL., M) PRDtME 1HE TRENCH AND INSTAlL THE ~R UNES IN
ACCCII)ANCE WI1H AS1M 0-2321 ~
3. ALL... MAINS "ALL HA~ A "111M OF 3 FEET OF CO\O 0\0
K PFl 10 ,FIISM GRAGE.
"
.~ ~
';ti:.', ,t. .', r.,,~. . \.
. . ~O:F~ ,.~::~ ON M FrALa:.
JI1Ne.:~'~ · AWPERS
0' ". 11~~~) . ;
2. . AI.. SEINCES MAW 8M PROYIDED AS REfERENCED IELOW. ANY
~. 8E~ -110M ...... M PERORT NC) 1HES[ CONS1RUC11ON
PUNS.;.1IW.L BE ,..... lO 'PI: ~ t.FON DISCOVERY. THE
COIntItTOR SHAlL ... _ 8ELOW REPORT PRIOR TO 8ODIC.
.,...... ...... At. DIIN!D:,. ..."YOVAISH 91GtIlRING SCtENCES.INC.
. No.(S): PH 11-418.3
DA 10/13/11. .
3. EXIS" TREES. Pl.AttlS Ate StRJBS I1tCH ARE MARKm OR OESINAlED AS .
PMT If M: LANDSCAPING SHAll BE CMEFU..LV PROTECTED DlRNG '
CONS1IIJCTIO. *ERE nus. FUN1S OR SMUIS ARE AOJAC€NT TO THE
~ CARE 9tUU. IE TAKEN TO PROTECT IK) RESTORE THE ~Al
CONDIIONS OF THE VEGnNON.
4. OtItIt.:...l:coNS1RUC.. lION.'.1I€ CONlRACTOR SHAll PRO\1O[ UQUAlE DRAINAGE
NI) . SOIl EROSIOtf CONTROl. w.:ASURES. AS NECESSARY.
5. AU.. srt. ClfARING AND -.etC SHALL IE PERF'ORWED IN ACCORDANE WITH
~.110 Of F1..CIIDA DEPARlWENT OF lRANSPORTAION STAN>MD
~A11ONS FOR ROAD III) BRIDGE CONSlRUCTION. LATEST EDITION.
6. ~'IU.VATION AND DeMQENT SHALl IE PERFORWED IN ACCORDANCE TO
~:SlrOR~RO= ::m~~~~=T~ANDARD
7. AlL n.a. AREAS GREATER THAN 12 INCHES IN ~T SHAll BE CCl.PACTED
IN 12.1Of lFTS (MEASURE PRIOR TO COMPACTION) TO 951 MAXIUW
DENSItf PER A.A.S.H.T.o. 1-180.
8. AU. OIS1'URBED AREAS SHALl. BE SEEDED AND UUlCHEO UNlESS OTHERWISE
NOTEO ON lHESE PLANS. AU. GRASSING SHALl BE PERFORMED IN ACCOR-
DANCE<Ymt SECTION 570 Of FlORl)A DEPM'NENT (:E TRANSPORTAION
SPECIFICATIONS FOR RAOD AN) 8RfOGE CONSTRUCTION. LA TEST EDITION.
9. AU. DESNATEO AREAS TO BE SOOOED PER THE PlANS. SJALf. IE PERFORMED
IN ACQMDANCE WITH $[CTION 575 (s THE F.D.O.T. SPECIf1CAlIONS FOR ROAD
AND. IIbI: CONSTRUCTION. LATEST mTlON. .
10. THE CCIITRACTOR SHAU.NOT COMPACT, STA81U2E. OR CONSTRUCT BASE
~ II~ LANDSCAPE ISl.AtI)S OF MEDIANS.
11. FNSH R.ooR ELEVATIONS ARE n'PtCAllY S INCHES ABOVE DESIGN FINISHED
GRADE'AT OUTSIDE PEMErER Of BUIlDINGS EXCEPT AT ENTRIES AND WHERE
.01JGMSE SHOWN ON M: GRADING PLAN. .
12. THE <*TRACTOR SHAlL COORDtNA TE THE INST AlLA TIONS ry; UTlITY CONDUITS
(samts).. . UN UNDER PAVED AREAS WITH EACH UTlUTY COWPANY PRIOR TO BASE
lNST~ttoN. ,
13. OUAtC.;CoNsTRUCTlON. THE CONTRACTOR SHALl. TAKE AlL REASONIAE
UEASLIES TO INSURE AG~T POlLUTING. SIlTING Of OR OISTURIING TO
SUCH". EXTENT AS TO CAUSE AN INCREASE IN TUREIDITY 10 11€ EXISTING
DRAIN. SVSlEM AND Al>>ACENT WATER BODIES AND WETLANDS. THE
CON1RACTOR SHAlL II: RESPONSII.E fOR COWPl. YING WITH AU. PEJUT
CONX1D4S RELATED TO SUCH MEASURES. METHODS MAY INClUDE BUT ARE
NOT LMItD TO. FlOATliGSILF BARRERS. smwENTATION BASINS, SEDIMENT
Cl€CKtDAus. sa. T FENCES. HAY BAIlS. THE MEASURES SHOWN ON THESE
PlANS..~SHAU. BE COMSIOOEb ........ Nt) SHALL NOT DEVIATE THE
CONlRIeTOR FROU l1fE .AESPoNsr8lUTY TO IA.DENT MY MEASURES
NECES$Mv TO PROW)[ PROTECTION FROM EROSION. SEDlCNTAlION AND TURBIDITY.
CONSTRljCTION NOTES DRAINAGE:
1. AU. DRAINAGE RElATED CONSlRUCTION SHAlL BE PERFORMED IN ACCORDANCE
WITH ". ST. JOHNS _ W....D. PERUlT ISSUED FOR THIS PROJECT.
2. AU. DRAIWI: STRUCl'URES SHAll BE CONSlRUCTED IN ACCORDANCE WITH
FoO.O.T. .STAN>ARO SPECflCATIONS fOR ROAD AND BRIDGE CONSTRUCTION.
LA lEST .~1Or'nON.
J. AU. STORUwATER ORANG[ PIPES SHAlL BE REINFORCED CONCRETE
PI'[ (AfhI C- 7S. a..ASS ...).
CONSTRUCTION NOTES PAVING:
1. AU. PAV€MENT CONSTRUC1ION SHALL . INACCORDANCE WITH THE CITY Of
~~ CONS'IIlUC1ION SPECIFICATIONS.
2. .. IS RESPONSaE FOR GRADING AlL PAVEMENTS TO DRAIN POSITIVELY.
'lIONS SHALL . 1RAHSITIONED TO PROWE A SWOOTH DRIVEWAY.
M4Y CRADtC QUESlDG' crt CONCERNS SHALL BE WADE KNOWN TO THE .
ENGlER so THAT.~NDATIONS CAN BE WADE PRIOR TO PAVING OR ANAL GRADING.
PAVING <SPECIFICATIONS: CONCRETE P A VEUENT
J.:..,
1. SPECIFlIATIONS FOR THE IffERNAl DAMS AND PARKING AREA ARE AS FOllOWS:
lASE REOUIREUENlS:
4. COMPACT TO .. OF AASHTO T-180 FOR TOP 12:'.
B). ST ASIUZE TOP S- TO 75 PSI flORIDA fEARING VAlLE.
PA\IG SURFACE:
!If JOOO PSI F'IDWESH CONCRETE
2. CONlRAIroR TO PRO\U ENGINEER _TH DRAWING or PROPOSED
SAW cI:Is. CONTRa. JOtfYS AND EXPANSION JOINTS LOCATIONS FOR
ENGINfIIIS APPROVAl...
t
MAl
~.
,. THE 0It0 MLL OPERAlE AND WAlNTAIN THE WET DETENTION S'tSmt
PER THE $T. JOHNS RWUD POUT I "2-117-1305AN-ERP REQUIREMENTS.
CONSTRUCTION NOTES DRY SWALE AREAS:
I
,. THE CON.ACTOR SHAlL INSPECT AlL EROSION AND SEDfWENT CONTROl
S'tSTEUS . FOR CON='ORWANC( WITH THE SITE CONSTRUCTIONS PlANS AND
F1ElD CHaaS. BNICS AND SlOPES OF RETENTION PONDS SHAll AlSO
BE CHECIED AFlER RAlWAU.. EVENTS FOR EROSION PROIl.EUS.
2. THE CON-..cTOR SHALL REPAIR ALl EROSION AND SEDIMENT CONTROl.
~ ~AS REQUIRED fOR CONTINUED FUNCTION. RE-GRAOE IF REOlJRED.
TO W..-r.. DESIGN CONF'ItlRATION. ADO SOD 1M) SIlT fENCES AS
REQlIIED TO PRE\GT sa. T ATION FROM EXITING THE SllE.
3. wow AE1QITION a SWAl!S MEAS REGU.ARl Y TO W.T ~ WEED AND
OVERGROllH CONTROL
4. INSPECT RETENTION AREAS PfRIOOICALL Y f'OR ACCUWlUTION or DEBRIS
AND lRASN. PROPERI. Y DISPOSE (6 AlL. DEBRIS AND TRASH IN RETENTION
AREAS .AII) .CQN\€VANC[ SWALES. . .
5. INSPECT 9IM.E AREA BOTTOMS FOR DEPOSItS CE SAND AHD/OR Sl. T
ANO~ ..
6. PERCOUlDI PERf'OIIfMCE StW.L 8( EVALUATED YEARl. Y F'OR .EACH DRY
WALE.~ THE SllAIl AREAS SHAlL PERCOlAlE STORED WATER
WI'" '72, HOURS 01. END OF THE DESIGN RAWAlL EVENT. IOnou
=== SHM.LIE. "-uMYED AS AEOl&D BY EXERCISING THE FOllOWING
A. . AEIIM 4 TO e INCHS OF SWALE N€A BOTTOM WAlDIAL AND
sc..-v EXCAVATED BOnae..
B. REkAc[ EXCAVAlED MATERIAl M1H Q.EAN SAND MATERIAl TO
DESN GRAD All) SEED >>I) YUlCH PER ORIGINAl DESIGN.
CONSTRUCTION NpTES EROSION ~SEbIUENTATION CONTROl:
'~~'~\f~ ,
1~==P.;=L~r:~~:...
'=. ~.... . SEW. ~",.. ~..~.=a.:'... . APPICMD~",,"~ .
. .. H'....T11NGIIilMCY. .." . ...T 'OILAYS ... I( AI.LOIEO
F'QI, SUCW. tl)DlFlCATIONS.. APPIOVAL$.,'., . ~ '
2. OUTtMl. JIfe1E:CION ... Noel I9E 0It,1WItH DtSCH'IQ!."TO aFF- ~
SI1E OU1FAU.S IHML . 1fSPEC1!O OMY F'OR AGBIU !EDIDT 8UlD-
UP at '1ItMllSPORT~ OUlFAUS SWL'.' PRO'ftC1EI). 1NAOUGHUSE 0;
ENVIIQatENTAL. CONTROl. FEA'QJRES AS fCCE5SARY. to CONTAIN NfY $EIII-
WENT LOSS TO lit: IIIEDIAl[ MEA or. 1HE PROal. lIMY SEDIMENT
IIADUP OR TRANSPORT OFF-SItE SHALL IE M CON1RACTorts AESPONSl-
IUTY TO REUEDY.1I€ CONlRACTOR SMIJ. USE MPAOPRtATE FEATURES AS
DlREClEO BY THE PRO.ECT DCND FCIf' OUTFALL PROTECTION.
3. SLDPE PROlEClION - Ntt DIS11I&D OR' REWORICED SlOPES 3:1 OR
GREATER SHAll BE UQUA TEL Y PROTECD1EO F'RC*EROSIQN THROUGH
THE USE OF l'EMPORMY SODDING UN1l. 'fJIIANENlL Y STA8lJlm
SUCH SlOPES SHALl. NOT lIE LEFT UNPROtECTED YORE THAN 24 HOURS
OR 0tIRtC RAW AU.. EVENTS. .
4. 'HAY BAlES - THESE SHALl BE PlACED AT M BASE or MY SLOPE MGE A
RAW AU. EVENT COULD ERODE A SlOPE AM> lRANSPORT SEDIMENTS OFF-
SITE. BALES SHALL BE DOUBLE ST NeED .. ACCOffDANCE WITH ST AN>AROS
INDEXES. F EROSION DEPOSn'S REACH lNE TOP ELEVATION Of EXISTING
BALES. THEN SEDlWENTS SHOUlD BE REUOVED. AMY DAMAGED OR INEF-
FECnVE BAlES ME. TO BE REPlACED .TN NEW ONES. 'THE LOCATION OF
HAY BALES INSTAllATION SHALL BE AS IllEClED BY THE PROJECT MANAGER.
5. BICK OF SIO[WAU< .01 MEDIAN N.ETS - THESE SHAll BE PROTECTED
FROW SEDIMENT MAkE UNTl PROJECT IS COWPlETE. ELEVATION OF' GROUtI)
OUtSIDE INLET TCP SHAlL NOT BE HIGHEIt THAN INlET TOP. HAY BALES
SHALl BE INSTAllED AAOUNO INlET TOP. A S[COtI) ROW 0; BAlES SHAlL
BE PlACED AROIH) INlET APPROXlUA TEl Y 4 - OUTSIDE FRST ROW. BETWEEN
ROWS THEJE SHAlL BE A DEPRESSIONS TO ~T AS A SEDtUENT BASIN.
COWPlETEO N.ETS IN PAVED MEAS SHALL ALSO BE PROTECTED WITH A SINGlE
UNE OF ~s TO PRE\9fT SEDllENT INTAKE F'ROW OTHER AREAS.
B. CURB INTAKES - THESE INlETS SHALl. BE PROTECTED FROU smMENT
"TAKE UNTL THE PROJECT IS COWPlETE. A SIlT FENCE (TYPE III) SHAlL
BE PlACED AROIH) THE PERIWElER or 1HE INlET OPENNC IUWEDIATaY
ADJACENT TO THE EDGE Of THE INLET. ALl. EXPOSED SLPED WA TERlAl.. ADJACENT
10 N.ET SHAll BE COVERED .TH EROSION CONTROl. MATTING WITH OUTER
lilTS PROTECTED BY A SINGlE ROW Of HAY BAlES.
6. STOCKPILED WATERlALS - THIS "ATERlAL $HAlL NOT BE LEFT IN EROSION
PRONE AREAS UNlESS PROTECTED BY COVER OR HAY BALES.
7. DAl Y INSPECTION - OF AlL EROSION CON1ROl UEASURES AND CONDITION
OF ADJACENT PROPERTES SHAlL BE PERFORMED BY T1€ CONTRACTOR
REPRESENT A TlVE AND THE ENGINEER Of RECORD. DEFlClENCES SHAlL BE
NOTED AND CORRECTED. OR AT THE DIRECTION Of' THE ENGINEER OF RECORD.
CONSTRUCTION NOTES EROSION CONTROL:
1. APPROVED EROSION At<<) SEDllENT CONTROt. MEASURES SHALL BE INST AllEO
PRIOR TO NIY a.EARING. GRAON;. EXCAVATION. FUIG OR OTHER LAND
DIS1URBIWG ACTlVlTES. EXCEPT THOSE OPERA lIONS NEEDED TO INSTALL SUCH
MEASURES OR UHOERCROUNO UTlUTlES tel AllATIONS.
2. SEDllENT AND EROSION CONTROl MEASURES SHALl BE INSTAllED AND
MAINTAINED IN ACCORDANCE .TH THE WMJAL FOR EROSION CONlln (LATEST
DIllON).
3. SOKNT AND EROSION CONTROL MEASURES SHAlL BE INSPECTED OAlL Y BY
THE CONTRACTOR AND NEEDED REPAIRS OR "AINTNANCE SHAll BE COWPlETED
BEfORE WORK STOP FOR THE DAY.
4. lEYOPORARY SEDllENT TRAPS ARE NXfPTA8lE AS LONG AS TtiE INLET IS
PRCRRLY SCREENED WITH HAY BAI.[S AND LOW ENOUGH IN ElEVATION FOR
RUNOFF TO ENTER THE STRUCTURE.
5. AlL EROSION AND SED&tENT CONTROl MEASURES SHALL BE CONTINUOUSlY
MAINTAINED BY TI€ CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS
PROJECT UNnL ACCEPTED BY THE OWNER.
6. F AIUIRE TO PROPERl Y INSTALl AND MAINTAIN EROSION CONTROl PRACTICES
SHAll RESUlT" CONSTRUCTION BEING HAl TED.
7. SEDIIENT BARROS SHAlL WEET D.O. T ST ANDAROS.
8. EROSION CONTROl MEASURES MI.l. BE YAHTEAINED AT AU. TIUES. ADDITIONAl
EROSION AND SEDIUENT CONTROl MEASURES -.L BE INST AU.ED F DEDIED
NECESSARY BY ON SITE INSPECTION BY lHE ENGINEER OF RECORD.
9. AlL CORRUGAtED METAl PlIES SHAll BE FULLY IITlIIIOJS COATED.
10. AlL SEEDING f'OR l'DIPORMY STA8IUZATIONSHALL BE DONE AS EACH AREA
IS MADE READY.
It.
2. TOP PORTION OF' SIGN SHALL HAVE REF'LECTORIZED
(EHOINEERlNO GRADE) BLUE BACKGROUND WITH
WHITE REFUCTORIZED LEGEND AND BORDER.
3. BOTTOM PORTION OF' SION SHALL HAVE A
REF'LECTORIZEO (ENGINEERING GRADE) WHITE
BACKGROUND WItH BLACK BORDER.
... ONE SIGN REQUIRED fOR EACH PARKING SPACE.
S. HEIGHT OF SIGN SHALL I[ IN ACCORDANCE WITH
SECTION 24-23 or THE MANUAL ON UNIFORWED
TIW'FIC CONTROL DEVICES (WUTCD)
.HQlI.; (HANDICAP SIGN ONLY)
1. ALL LEnERS SHALL BE BLACK AND ,- IN
HEIGHT. LETTERS ARE TO BE SERIES
..- OR .C... PER WTCD.
18"
PARKING IY
DISABLED
PERMIT
ONLY
$100.00 FINE
CITY ORD.
I
7 1/2-
L
TYPICAL HANDICAP RESERVED PARKING
SIGNAGE
..
}-
t. IUIING CONSlRUCTON. 11€ CONTRACTOR SMALl TAkE AU.' REASONMlE
MEASURES 10 IISURE ACAINST POLLUTING. Sll.1ING ORDlSTURMC TO SUCH
AN EXTENT AS 10 CAlISE AN INCREASE IN 1UR8IOITV 10 THE EXJS11NG
DRAftAGE SYSlEM 'AND ADJACENT. WATER lODES AND WETlANDS. M
CONTRAClQI SHAI.L IE ~ FOR. COUPL. YING MlH AU.. PEJUT
CONDI11ONS I!I.AlEO TO SUCH ~ METHODS WAY INCLUDE BUT ARE
NOT lII1m 10. FLOA11NG SIlT 8MADS. ~TATION BASINS. SEDlWENT
CHECK DAMS. SILT fENCES. HAY 8AlS. THE MEASURES SHOWN ON THESE
PlANS SHAll. BE CONSIDERED ......... AND SHALl NOT D[\1AT[ ntE
CONTRACTOR FROM THE AESPONSR TV TO IWPLEUENT AHY WEA$URES
NECESSARY TO PROVIDE PROTECTION FOR THE EROSION. SEDIIENT A TION
AND TUREIDITY.
~
j
( i
~~~
~ ..
~ S ..
.. ~
I ,i ~ ~
e~ia~
i
Ii.
~
t::: <:)
.. z
~~i
j~Q..
i1 i1 i
e
~ ~ ~
- - Qr::
CONSTRUCTION SEQUENCE TO UlNllZE EROSION AND SEDIMENT A TION AT STQRW-
WATER DISCHARGE POINlS:
1. CONTRACTOR TO INSTAlL F'DOT TVPE 1 SIlT fENCES AT SITE DISCHARGE POINTS.
2. CONTRACTOR 10 CONSTRUCT POND AND CONNECTING DRAINAGE AND
OUTFAlL PIPES AT IMnAl STAGES Of CONSTRUCTION.
3. ALl GRADING OPERAOONS SHALl. BE PERF"ORWED WITHOUT DELAY OR
PAUSE (CONnNUOUS OPERATION) UNTIL PROPOSED GRADES ARE WET.
AU. EXPOSED EARTH SHAll BE SEEDED AND WLCHED OR SOOOED
SOON AFTER GRADING IS COMPlETED.
c;;-i'
CJ) ...........
........... l'-
~,
........... ....
- -
--
~ ~
~ ~
~~rn
88z
o
cncn~
~~~
@s @s
.
0::: 0:::
~~
:z: :z
iii.
ra.. ra..
o 0
~ l:
t> t:)
~ ~
........... ...........
,~~
N ........... i-
~~
.
,
..
~oB
-. u ~fi
> I'
~(J Ii
U ~
Z I!S
Z ~I~
~ ~ .;.;"':
U ~ ;:~
-. ~ ~&
~ Z :~
r~' ~ i~
~ ~ 1-:-
~ Z ~I!
~~;
.
.tiQlta
THIS SYU80L TO IE WHITE D.O. T. THERWOPLASTtC
SEE DEl AIL (THIS SHEET)
RESERVED PARKING SIGNAGE
SPECIFICATIONS
0-
I~
~O-
.
-
SEE DETAIL THIS SHEET.
0-
~
~
Z
LaJ
(.)
...J
~ ~
(/) 0
w a:=
LaJ r- 0
0 --J
~ ~
z
~ (/)
~ ---.J I""') ~
<t: ~ :z
0::: a::: Ck::
Z w (f) Q..
Z (J')
-
~ w Ck::
'-' l..LJ
Q. t-
(/) z
3:
~
Z
.
i
.
I ,.
12- "IN
i
.
.. I
.i
12- 111M
~
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY
OUTUNED IN BLUE PAINT, AND SHALL BE POSTED AND WAINTAINED
WITH A PERWANENT. ABOVE GRADE SIGN BEARING THE INTERNATIONAL
SYWIOl OF ACCESSl81UTY, OR THE CAPTION .PARKING BY DISABLED
PERMIT ONLY.- OR BEARING BOTH SUCH SYMBOL AND CAPTION.
SUCH SIGNS SHALL NOT BE OBSCURED BY .A VEHICLE
PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT or TRANSPORTAnoN. .
2. FL DOT AECO....ENOS WEASURING PARKING. SPACE WIDTH FRO" CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES.
HANDICAP PARKING STRIPING
FOR MULTIPLE SPACES
1HOUAS H. SKELTON. P L
STAl[ f6 F\ORI)A
REG-14m2
M18 , 81200
ru tWII UTTIR-GIf
SlIm 2 or: 8
r;4/?/'h and FA f/LA /S/?AE'L
SffU/NO.lff CO[jNTY; F.lOR/lJA
y,
1 3b
SCALE: lit =
A.8MCVIA TICM LfGCNJ)
<ACT>__,----ACTUt\L MEASUtEMEHT
~ CENTER LlNE
DIRECTIONS
E. EAST
H....._....JGrrH
HE..... UTt€A$T
tN---'CItTH'JtST
S SOlITH
SE- mlPT":AST
S~-"-SOmM:ST
v WEST
(Dt$C)_--I[SCRIPTJ~ tAU. [R MEASUllEMENT
EIMT._ ,,[~SD4[NT
F'llDT f'LDRIDA DEPARTMENT CJ'
TRANSFUTATD
F'ND- .... o. FDlIQ
La IDTlrlCA TJIIf
LP_,.__.JD PIPE $[T [R rDllfD AS NlTED
JRDN......_--I1Dt 1M SET Ell f'DUND AS HOTED
L.......... .CDPCIRATlm. lJCEN$[ tUtl[R
L.I.22O-_,CCIIPORATE REGISTRATION NJMIER I>>'
DOJDNEY UVE'ttItS. IHe.
fC1. . .. NJMIER
P,L-,_"___.JLAT ICDC
CPlAT>,_---PlATTED MEASUftMENT
P.l.s...,---.;....PMFESSltIW. LAND SlRVEYEII
REt..-_--JtECOVERED
R.l,S.. PEGJSTERED LAND SURVEYEII
R'\I_._-RIGHT-CJ" - ~AY
TVP..__ TYP!CAl.
D DUDNEY
S URVEYDRS
I NC,
~
,
30'
/"
~
FND SPJK( NAIL AND PLAT(
'FOOT PC STA 184+J7.23'
REAL PROPERTY DESCRIPTION'
(PROVIDED BY CLIENT)
/"
/"
/"
/"
. LOT 29, ENTZMINGER FARMS ADDITION NO.2, as recorded in Plat Book
5, Page 9, Public Records Ot SeMinole County, tlorlda (LESS
Rlght-ot-Way tor State Road No. 434).
.........
\<Q~]9~
S'\~ \j-J2' ~
/"
^3Ay.
l.1' /" I
~~\tS (
~
\ ~ '\ In ~b;';'
o ? I.-- q.~~t.
(" " . b.~
(? ~ ,;3.19 /" t)
\<o~ y/ ~ ~~
O 3225
\. J \(\}. ~ }3~ ~:kr~~ ~fetl/iJg~ ~ d:
O '\j /" ~ 3248 /" \.)001'
- /" -\tl
/' /" . 32$ .'aC/~
Ou 3J1J( /" ......... s lob
G\ 10 / ~~'l
~ \JIJ ./ o~.1:)'"
( l Q. ms'''~S;~\.. \ ~
5 \..~~t
.
,
,
.
68 ,
,
.
'3061
, 2987
.
,
,
.
,
3136 ,
Jll2
3025
...........
/"
--
- ClNC/i!CT!' STt:RN INL!'T
TlP IF ~A T!' ;: 28.80
TlP IF PIPE ::: RC.P.
GDING NCRTH = 24.80
(INV!'Ii'T NOT ACCESSI8Le
DlJC TO NlJD AND IJCIJRIS
INS1JJC S TIi'UC TIRE)
31 ~~~\(D~.'
\~c
qlru~ ~
~;?; ,,~
s ~ ~-----
. :..-- ..............
*'..............
*'..............
, \s ~ ~ 3l.74
3209 " fad' ~ \~
f~'ff~S1~' f~1'
~. 3Z 'f~
32
...........
J051
3~ 31
3240
J~~
/"
/"
..."...
3455
34
3J.U
33.47
3328
33
32
3180
3J
SYMBDLS LEGEND
. lro. PIN SET [R
F'~DAS tilTED
o IR~ PIPE SET ~
F'DtH) AS tilTED
o WOOD UTILITY PI1.E
PROFESSIONAL
3247
10
3i84
3211
32.32
\
\
3129
31.6(;
3119
,
,
.
,
,
- i5
1 .
'32 07
1lXl
-
,
30 I~ ~
I_
I
\
\
\
\
5
319C
4
3290
32,53
13
12
11
12.50
~
6
28
]I
t4 .
t7
30
102
. 3252
103
101
32.10
3234
105
3235
109
1(1
101
3262
3109
3172
3044
3159
30.36
3055
145
31.15
12a
tZ7
128
146 148
71
147 3024 .
ll01 3100
,.
:d3 eo
150 30,64
II
151
12
13
31.54
121
11)
131
138
3092
I
ill70 132
I 134
-
,
1
-
, ~
I 131 )0,63 51 50
_30.81 51 S. 30.23
1 14 10 51 ~ 55 .49'4S.E ~.OO' _ __
13 3026 N 8'3.~ __---
, ./"80 ....__.--.--.- 50' R/'W PE
,..... r 11'. i · _._-'~-_.--.--.aLERY A VENUE -.all fC1T IJlEN>
.J.I,_-~--- . ,~
- =- if'....~
fI.=
30.00
J)
)O}]
113
2967
1~
3050
3GJ9
131
49
n
JI
D
12
41
~
43
44
40
J8
)1.54
]I
FIlJl ILW-~
~ "VA
... FU ..
.wT fU ..
GlIB _ u.n.
~
~ ~ ~ ~
3009 22 J) ..}JJ
cg.g'j 21 11 ~___---
34 __-
2993 15 _._ --
-.-
.&..----
PLAT
30.~
30.05
31
2993
3O.l1
SURVEYORS AND MAPPERS
32771
( 40 7)
200 EA305T COMMERCIAL
STREET
SANFORD,
FLORIDA
lJ.94
TR
TREE NUMBER
1
2
3
<4
5
6
7
8
9
10
11
12
13
1<4
15
16
17
18
19
20
21
22
23
2<4
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
<42
<43
4<4
45
46
47
48
49
50
51
52
53
5<4
55
S6
57
58
59
60
61
62
63
6<4
65
66
67
68
69
70
71
72
73
7<4
75
76
DESCRIPTION
32" OAK
36' OAK
18" OAK
48" OAK
18' OAK
60" TRIPLE OAK
18" PINE
48' OAK
1<4" HICKORY
10. HICKORY
60. OAK
30" OAK
36' DOUBLE OAK
30' CYPRESS
20" SYlEET GUM
2<4' MAPLE
<48' TWIN MAPLE
10. MAPLE
2<4' HICKORY
8' CYPRESS
8' HICKORY
12" CYPRESS
18' CYPRESS
2<4' HICKORY
8' ELM
24' S'w'EETGUM
28' CYPRESS
2<4' CYPRESS
18' CYPRESS
28' CYPRESS
27' HICKORY
8" C YPRE SS
2<4' CYPRESS
36" HICKORY
8' CYPRESS
48" HICKORY
<42' HICKORY
36" CYPRESS
48' HICKORY
36' HICKORY
60" TRIPLE MAPLE
24' HICKORY
18' CYPRESS
CO" S\lEETGUM
2<4' HICKORY
10" HICKORY
18' HICKORY
10" HICKORY
36' S'w'EETGUM
12' HICKORY
2<4' S'w'EETGUM
10' HICKORY
7~" DOUBLE MAPLE
48' HICKORY
10" HICKORY
60' DOUBLE HICKORY
30"HICKORY ISYlEETGUM
1<4' HICKORY
10' HICKORY
18" HICKORY
30' S'w'EETGUM
24" ~lCI{OQ'V
10" ELM
28' SWEETGUM
60" DOUBLE SWEETGUM
2<4' SWEETGUM
3D" OAK
18" OAK
36" PINE
42' OAK
28" PINE
8" PINE
6" SYlEETGUM
6. PINE
8" PINE
6. PINE
RIPT N HART
TREE NUMBER DESCRIPTION
77 10. PINE
78 12" PINE
79 24' TURKEY OAK
80 8' LAUREL OAK
81 2<4' MAPLE
82 27' PINE
83 7. S\lEETGUM
84 1<4' SWEETGUM
85 14' SWEETGUM
86 27' OAK
87 22" PINE
88 18' TWIN MAPLE
89 18" PINE
90 10" MAPLE
91 8' OAK
92 20' S'WEETGUM
93. 10' S'w'EETGUM
94 6. OAK
95 30' OAK
96 2<4" OAK
97 10" OAK
98 14' OAK
99 1<4" OAK
100 10. MAPLE
101 6. OAK
102 14' OAK
103 8" OAK
10<4 30" OAK
105 12' OAK
106 20' OAK
107 8' OAK
108 30" OAK
109 1<4" OAK
110 20' OAK
111 14" SWEETGUM
112 10" S'w'EETGUM
113 24' S'w'EETGUM
114 6" HICKORY
115 6' S\lEETGUM
116 12' MAPLE
117 40' HICKORY
118 2<4' OAK
119 18' SWEETGUM
120 24' S'w'EETGUM
121 18' OAK
122 18' OAK
123 14" HICKORY
12<4 12' SWEETGUM
125 10" OAK
126 18" OAK
127 18' MAPlE
128 1<4' OAK
129 18' HICKORY
130 36' HICKORY WI 72' BASE
131 28" HICKORY
132 14' HICKORY
133 14' HICKORY
134 10' OAK
135 1<4" HICKORY
136 28' S'w'[ETGUM
137 22' PINE
- IJ9 ~a" OAK
139 38' S\lEETGUM
1<40 18' CYPRESS
1<41 14' MAPLE
1<42 48' TRIPLE BAY
143 30' CYP~SS
144 20' MAPLE
1<45 1<4" CHINA BERRY
1<46 14" HICKORY
147 30' S\lEETGUH
148 1<4' MAPLE
149 12' CHINA BERRY
150 6. OAK
151 6" OAK
152 24' OAK
..
-.,
SURVEYDR'S NOTES,
1> The surveyor will add to tn. survey any ttaserwnts, rights-oF-way
or any other f'\att.r of' r.cord which May af'f'.ct th. us. or title of'
this land when owner provides a curr.nt title r.port.
2) No und~ground ,installations or !Mprov."ents hav. b..., locat.d
other than shown.
3) No envlrOMental asseSSfI'ent hos been Made as a port of' this
surv.y.
4) The bearing structure Is based on tM centerline of Stote Road
No. 434 being N.66.29'OO. E, per State of' rtorido l>>partMnt
of Transportation Right 'of \Jay f'\o.p, State Rood No. S434,
SeMinole County, Section 77580-2610.. -
5) All Irons set are 5/8. X IS. Iron rebo.r with L,B. 220
identiflco. tion caps unless otherwise not.d.
6) The hereon described property contains 148720.-4622 square
feet (3.4142 acres). .
." ~,....,..
. .
FLODD DESIGNA TIDN,
As indicated on the Notional flood Insurance PrograM Rote Maps,
the abov. described property ties In ZONE .X., on a,..a deter",lned
to be outsldtt the 500 year flOOd plain, as delineated by the
rlood Insurance Rate Map, City of \Jlnter Springs, Sfflnote
County, rtorldo, C~Munity Panel No. 12117C 0135 E, Mo.p e'f'.ctl"e
date April 17, 1995. This deterMination was Made by graphic
plotting only and has not been f'leld verified. Nearest rEMA 100
yeQr flood zone Is elevation 14, 1400 ft. Northwest of' site.
THIS SURVEY WAS PREPARrD FCR THE EXCLUSIVE BENEFIT DFI
HUNTINGTON NATIDNAl BANI( and MARTIN and PAULA ISRAEL
...
..
-
13169 121
3171 1121 122
-
I
, 123 12-4 125
-
..-v SIINEYIIIS, IE. __ .vIII A. Iou""
....... .... 14 ~y 1tII
322-1451
PAGE 3 IF 8 ~ tel. 59-98
l .
i..
..
,
N
w
E
s
SCALE' 1"
, = 30'
S\ ~ \(
.""
.",,"" ~
,,"" ~
~
~
~
~
\
.
\
\
.
\
\
.
\
,
.
. ,
.
~\
w.
in
t\
~\
.
\
,
.
\
\
.
\
\
.
::a:-- r.... 1
...-
cw 1A1il-'
..-
".,. WIlT
~
~
. ?\.-~ \)
(?t.~ "" .""
."" /"
"" ~
~
"'.'-"
,..r,"
!'
~
/ rND SP
"F'11OT 11([ NAIL ANlJ PLA rr
. PC STA 184+17.23'
:o~u
D\J\(UD;. ""
", ."".~
",,"" ./'
~
~
~
~
~
~
~
~
~
~
~
~
.~
. OD\)
(t.DN~t~~ ·
"S~ · ~' ~ ./'
~9~~te~"" ;~~ ~ ~ ~ ~ ~ ~ ~
/ . ./' ...;.- ./" ~ ~ ./'
~ ~ ~ ,~~
./' ~ ,~./'
~ ~ ,./'./'
~ ./" ~../'
~ ~ ,./'./'.
~ ~ ,~~
~ ~ ,~~
~ ~ ../'~
~ .~~
~ ,~~
.~~
~~
~
~
~
~
~.
~
~
~
~
~
~
~
~
:-
h
-
t:
r.
z
""
.
\
\
.
N \
~
\
.
~
~~\t\)
\ ~ c,\-..
~
~
~;\
."l'.
~
f!!!I/tJ_"'$
t.18" ..,,.u.. ,~
9,000 SQ.n. 1lt.1 M\. ...116-
. ,'fpt 1'/ C~lJ~~t.1l S'tS'Tt.~
~'QM~11C r "'-
:nt.1l GJ'tS S.ro"'RO~
~,ooo SGf'T. 1lt.'T AIL S'TOR( $
1"{pt 1'1 ctll'lS'TRIJC'T ION
fro\J'ToWo'TlC nllt. SPIlINlC.LE.R S'/S1t.~
\3,580 SGf'T. until GJ'tS uNt.Nltll't
ft' t~~~11lJ'l
1~ 1" .\Pl' . .. s'tS1El4 '.
~nt nltt sPfUtl'LE1t J
~ ~MJ. ,.rJI-
~
\&!>'
~ ~MJ. p~
\00'
I
('
'tIt1 101104 tltltN110N pQND
\
.
\
\
.
\
t
"1
.~
,~
\t
.
\
\
.
\
f .. 83"49'4"( 4OQ.IlO'
-. -- -...... --. - --. -- --'. - -. - --. -- --. -- -. -- -. - -.
'!.''\
CELERY AVENUE 50' R/IJ PER PLAT
(fIIJAi- ICJT IPDO
.
~''f
z
\9'
.
\
\
.
,
\
.
\
J--
.... ...
..u "...
.... liliiii
..,. VEST
~ ~
.',
.
, 11
5'-0-
..,
~kN,-TA1~ ~t~~~~S
THE
UTTER GUYS
6'-0"
THE
2nd
TENANT
11001
STUCCO F"INISH
CCl.OR TO MA TCM BLDG,
4'-0-
-CONC. rOOTER (3~ PSI>
,~
6'-0.
DIG rOOTER INTO INPL
ACE SOIL
"""
4) 1/2" X a-
LAG lOt. TS
~s VERT. REBAR
~ OIC
.,
"'-0.
~
30 SQ.rT. EACH SIDE
~
CD
o
~
STOP SIGN 30. HI
STOP BAR GH INTENSITY
24- VlHIT
HANDICAP SYMB E THERMOPLASTIC
PARKING lOT Ol ("'HITE PAINT)
STRIPING (4- VlHITE
TRAFFIC RATED PAINT)
-L HANDICAP SIGN
BOTIOU Of SIGN
TO BE 7' ABOVE GR
ADE
.
CROSSWALK
NoT."
r-12"-i
~J
L:Jl
--L"-
;y
.- l
". YnfIC
Lr ACC~~
ItOtms U.lIMtJUI}
I. _~ .
MIfI wmt ::a~LVI (tll INCMII
.. TO MAD .. -IMCIf lItIt.. WIDe IY OIHTIIN
Z. ,- ,. ~... - IUS ~I) - III
-= ~ _ __ ,._' _--.r .::-.
~..-' .ACID IlOl'
~ _ OIDTEI THAN ONE
=~"*:rm 011 _AI. -. - (101)
or ... .. NOT LEIS 'nMN NOT LOS THAN TWO
.. _._ -mrm_(,^--III
Y!U.OW~. IIiICMDID. . TO
.. .o.O.T. TWFIC .. row (.) or a-.
=- rm .=:, 'IOn: =: '*O.'lW ::,:,,- '10 - -
. EACH S1'IIft. =.J~ ruT ....~ IfDU
50 -_IDI -- -
~III_ -~C4l1lC ~
..., ftAIKINQ WITNIIe 'nil S1'IfINIO ICHI!. IN ...."
.. "1111 PAvwl.:V'::-:' LmDtiiii T\lol~.o::.= & ~ - (I)
___ -r.a.o.t -
_. AM 10 . ...... . -
... I\' THI
1IaIQ.~ '.Jt!'f'" ,. lMI
.. -.'"
. . ,.",..-' '....
'''"... .>
: .~.~!t-~
.. ~...~~i F~~.
: ,....,~,~~.~,
. ..\.
r:::!
t~1
!~"
t!
~ ..
lalil~
. 0
~
II.
I '
~~i
~~i
~~I
III
Ii
ii!
~~i
II
!S~
~~
.
....:J 0 I
...... u a .
> .,
t) 0 Is
z ~
z~l!
< P:::.J!
U r.1 iJ,
t-4 r.1 I I
P::: Z ~5i
~ ..... ilf
::s c.,t) Ii
<z.
~ll
m
~
(.)
..J
.,~~
,wE
~
.: >-
~
f."lj
(I).;,
~~.
~
.z
1&
C'Z
Q.
,~
~"I~ .',
~
cIi .
m
i-
1-..... ..'....c..... .' ..'
~'...
. '^J..k'
'IIIMS H. .e.' . ...
STA'II f6 ~~. taL
....-
l'1li IWII
--I
SRII!:
~ ~
...
N
,
It
,
~I~1/V'HtH r ~ 10'_ _ _1 ~
EXIST 2'/ ~~~.~~C~
VALLty GUTTER DRIVEWAY APRON
.-'
fI/II#fI/II#
fI/II#.
. fI/II#
fI/II#fI/II#
fI/II#.
.'-
fI/II#fI/II#
fI/II#.
""." f\ \" ')
". ?lr
".,,,,,." (?t..?
".""." ?Q~ TI
fI/II# .'- \t.. TI Q
· fI/II# r\ \J
,-fI/II# \.)
fI/II#. ,.,.
".""." G '-tJ Q Q TI
fI/II#,-.fI/II# (l 0 ~ ~O~D'tI~i .Jl~
fI/II# · ~\... \ _ ~
." ~Sf'~ ~
""."" A 3 A '5 \,~t-It _ ~ -
"". TI -~
."". ? Q ~ ~\tS -14A'!------
"."" l' t.. ~/'tI ,,~ ----
.fI/II# '\ ~ \ ~
,," S \ ~r1
40'
t: ~
~~
~'d
o . ~
~iI
GO _ !
...
~
~ ~
I~I
~
1= 0
.. ~
~:3i-
r;:&:t..>
QQ~
QC~
~~Q.,
~
'11
24'
3: 1 SLOPE
L PROP. CONCRETE
DRrVEWAY ENTRANCE
VARIES
~
~
24'
3: 1 SLOPE
8' CHAIN UNK rENCE~
10'
MAINT. BERM
~ fNlI SP!K( NAIL AND PLA T(
.,., 'rDOT PC STA 184+17.23'
p
WIDTH VARIES
------
W1
~E
10'
MAINT, BERM
..,
-
c:Q)DRIVE'w' A Y CROSS ~ECI~
~ ..
i! ~..
i-- e3Q~
I l&I :z:
.. l&I :.:: l&I
~~u::w
:::>~~~~
t.,)cnl<..>t.,)
~
CURB ELEV. 32.50 (WIN)
- L1
I
-
~
.
6' CHAIN UNK FEN'
" 33.~ I
~
-
~
32.45
-~
VERT. CURB
25 YR./' 24 HR. PEAK STAGE 32.40
~
S
32.45
CJtASS BERM
I
JO.25
~
-
SHGWT
.
NATURAll
VECET An
30.00
~
- 33.19
~ 32.~
\S)
4: 1 SlOPE q,
Q
l&I
~
C"/)CI)cnCl)I&I
i:i:i:i=5
1L
SCALE: 1" c 30'
32.4
NOWT
29,00
-
-~
-~ ~
...
32
3
~
CI:: Cl:: ~ Cl:: ~-
:C:C:Cx
---...,.
26.00
BEGIN 2: 1 SLOPE
/
32
~
~
32.48
32.
2: 1 SlOPE
~
~
5
;~: ~)I
." t~,
fI/II#fI/II# 1
fI/II# ·
, "." ~ ,
\ ,- · ,- RC=::>\ ) i ,...' r CDNC. FLUME
""." \ V
l2O'J ~ ~.--;,74 -'~ , 't\1t:.
~ 32.40 ~<= <= <=f"'~~~ 6,.\6 \/(Rl. CURB _ ---~b '~8) \ 31J6
:rw <= <= = 1~ \ J'" _ _ ~ _ _ _ ,,~' ~ 1\ .
-PI <= ~ <= 1'9' ~U---- _>----------i-~-~-------- -q ~i'~
= "
~ r - -- 11,1'. r'\ 3184 <= I
\ !!!y-t - - - - ,0 '.. <J> It '~II ,_ ~ C= = , ~~~o f58 ~JO 31>6
~ / ~ . \ ~ <= ~l.--= \00 ( t\ ~
~I ) ~I'" <= <= - ''''ie. ~ Ell (lY"'- 000'"' .
JZB7 't - ==""J-I' , <:'1 .. 1 " GUll S Sl'lO'J.. ~(
l~ ~ ~ <= <= c=P _ DQ'oIM S~S\!)[""l>LlCl ul1ER GlN RE1AIL SlgN
~./' ~~ - \",,' mill 000 saf1. NSl IlIJCl 1 Ii
\ '!:= == S\M:....AI.IC ----:~ 6. lYf'( lVr f ~ 34.50 <'a SYS1(l4
4' pip[ l~...- ...DC SlR1P ... AIL 'DI 1)(i. ,t. RINKLt.I'
DE LANDSt......~ Fl RE '" ..... C fIRE Sf'
'-3' ....\ 9 000 sa · AU10,",A 11
f'r .E., 34.50 S'TRUC110 E.R S'IS1E.M
l'lP( 1'1 CO~ RE. SPRINKL
AU1OMA11C
2: 1 SlOPE
32.8
PONO BOTTOM 22,00
'l'l
~1t
-.;. 'tii' ~2.44
33.17 ~
...... I
'\jU(U
\~C\,
t;t;o;-i'
--0'),
E=E='r--
fafa~.........
cc,
-
........--
:z:~~~
!t:!zz
c:,:,C::>~l&I
~~::w:.
~~~~CI)
=-::w-t.J~
~~~~~
~~~:z:s=
~~ct:-l&I
..Q..g:~
~o::CI)CI)
~~ct:ct:
~~~~
.C"/) .CI) ;; ii
z :z: w-
e e 0 ~
~~~~
~~uo
'l
LB\
\J
30.51
.
\
"~"" .. ..-.~.... --.. ,-
JL--L J:fU Il.1JI'lI Kt..JLN IluN rUNlJ
(,'11- :t
;-'I1~l
... ~-- ~..,...." .
~,t .$\
fJ'~
.,.\$"( , 73
t;iJl'.
.p
';ji1#';jIII'
~.
33.3 ~ ~~
~'~. ~ 3.12
.,.\S"(' IJ
t. ~
~
-lID! \
~
.
~AU SlRUCRURE
I -
-
-
-
-
-
3
31
~
3~
~
-
33
-
I
..-
II
BERM
F'IBERGlA~ \ .SKl~MER ELEV. 33.40
TOP LLV.~.).O "
,," WEIR
TOP OF' STRUCTURE ".t' _ _ _ ~~~ ~ ~&Q.. _ _ _
ELEV. 32,50 "
2-x2- PVC TEE" I ~ 1;'.....
WI CAP "' -~ MOD. TYfIDE 'e' INLET 2')(2'
..-
-
-
~
::~
.,;
~
E9-- 3
~-4 "R.sL. /")ft..
~
" -----=---
"- 2- PVC BLEEDOOWN PIPE /
o o.~ SlOPE
CONSTRUCT BOTTOM
TO EL. 2i.5
~
3
~
3.J;J
311-
~
8-
1.25- HOLE IN
Bonow OF pvc
30.87
34.55
1~"1M1~ ./
315
4JJ
ptII
RETENTlON POND
r
-
gg~~
;.o-"~t:
"'~~
MNC\1__
J
31.l2.
33.05
~~
32.46
3175
'\}l 3412
~
30' SPREAD, SLOPE
RIP RAP DR F ABRIFORM
~. --.....
C .~I .........J · ~~ .....~ ~ I ~ ...
32.92
<!J
.
1
I
.
R I)
~ 33.69
3322 '~3.06
1
1
.
1
1
.
1
13207
-. Ef\
· fDOND OUTFALL.
t:l
R AI_tr.a-c ~IAIL
~og
...... U ~ f\j
:> .~
U c..? i~
Z !ii
Z ...... 1;-
< 0:: .::~
U~N~
...... ~ ~ I
0:: Z .~
r.:J ...... E2 S
~ c..? I~
<z:.;
~2
31<<
w
i
~
'r
,/
~ \ 1
~ ~~ ~~ ~
l
I
~
,
.
I
JELEV. 33. 40
33.47
.31.19
BlDG.
-
32.50
V ARIES I
ELEV. 33.5
~ 2' ELEV~7
" 1-1 v:::: ~ 1 _SLOPE
L:-l ~l J /' :i.ALE IlQT. ELEV. 31.5
SLOT ELEV. 31.5 J 0 15" RCP INV. 28.5
Yl
5,8'
S'
5,8'
-- l"E.~ (l'1P)
\ <= 1 ~, ,/ C:>-1lD....M SPllll .. r.u
, e::::::::::s c:::::::::"~c:::::::' I P\<='.' W ~ _ =-~~
J <= c= ,+ \ ~ 31.54G ~
D~ 10 23 I i -'1-~
\.~j\ r;~E~~E1EJ i
--
~~
~
7~
EL. 33.45
v< 1 SLOPE
1\
...
32.52
3328
31.31
.
1
1
.
,
1
E '~~i1ON iH~.u~.
33- _
AI c n-i:
32.35
~WALE~~tJUN
W/ DITCH BOT, INLET (MOO, TYPE C)
~~ ~~
B
I
.
132.14
,
32_
3262
~
~
31.80
31.09
I
31.04
u20' -.eARKING ~PACE
k~
J
o.
~
.
~
24' DRIVEWAY
~
31.72
20' . PARKING SPACE
32.
~
WHEELSTCP
~
GltASS ~ jj
l
0.02% SLOPE
~
(MIN)
....HEELS TOP _"\.t-
O.02Y. SLOPE
-- (HIN)
"" ~
""" '~5' (MIN) F'IBERMESH CONCRETE, 3000 PSI
~8' COMPACTED SUBGRADE
98% MAX. DENSITY SUBGRADE, fBV 7~ PSI
31.71
a:::
w
t-
Zz
w<
U -J-
-.JCL
-LU
<(<-'
t-<
Wz
0:::-
<C
(f)a:=
,-,0
Zo
-z
0:::<(
c..
(f)<-,
a:::~
w>
f-<
ZCL
-
3:
2.-0. .
, ,
~D:~.~:ID
PARK1Nfi
NTS
LDT
SECTION
1\
)).92
<
o
Q:
o
-.J
LA.
'llllt'cn
fl")C)
'llllt'Z
.CE
0:::0..
. (/)
(f)
0:::
~
Z
ai
I- THICK EHCAso.ENT
2SOO p8f COHCRElE
PlAN
. ___~e~~~
~Irl'.~.-_
"=a.~ ~LSt.
r- 11:.."
~\, l:=:JIElll III
~ ,'-. ~
.lL... JI .
~iE3IR'9
II '--11 r If r- III
r-- - l'AVEMfNT
~LlNTEL COURSE WI (1)'5 COOT.
I5s 0 48- O/C.
FILL ENTIRE WALL
WI 3000 PSI CONC.
15s 0 24- O/c.
31.54
..
30.54
.C'IImI
~
BOT. OF TRUCK PIT
\0
~ I .11
-. . ~
I 2'-8- I 4 - 15s CONT.
WIN. 3- COVER
... T.t.
30.52
51TE 5T A TI5TICAL DATA
5~C L iHRU TRUCK PI T WALL
~
DESCRIPTIDN
SITE AREA
BUILDING AREA
PAVEMENT AREA
SIDEW ALl<
TDT AL IMPERVIOUS
PERVIOUS AREA
38.85
SQ. ;T.
148,720
~8,500
".,165
1,300
73,96:5
7., 7~S
30.82
ACRES
3,41
0,65
1.01
0.03
1.69
1.7~
Y. IF SITE
l00,OO~
19.16Y.
29, 70~
0.87~
49,73y'
~027~
w
l12J
30. LEVEL 0 EL. 34,S'
~57
40'
:1.13
..,
3Q94
~~~
;= ~ GOOSE NE~~
INlET WI p- ~~ iJ'1 V, 32,.50
SUMP PUMP 7 I'-
_1 1'-,\ 4. PVC PIPE ..o~
, U \ ~ ~Qo)
lL~
---
1AI.JBt PIT ~ ~~
BLDG. F.r.E. 304.5' TOP or: WAll Et. 35.0
~ .. ... '. I I I J J J I I I I I I I J J J I I I I I I I I I I I I I I I
~~~~" I I I J J J I I I I I I I I I I J I I I I I I I I I I. I I I I I
'!mill I I I I J I I I I I I I I I I J 1 I I I I I I I I I .
~ I I I I J 1 I I I I I I J I J I I I' I I I
I I I I I J J I I I I I I I I " I I I
J:::::II J J J 1 1 I I I I I I I 1 I I
II fU-.I J. J -.1 1 1. I I .1 .1 J J
L- J
..2. .C- INLET W/ SUWP PUUP
J I
EL. 32.50'
GRADE
J I I
_1 J.
-
'11
J
AS H. SICEl TON. P.E.
STAlE OF f'LOAI)A
REG. NO. 42752
nu lWm
tmRSP2R
TRUCK PIT WAf I
~I ~\ J
N
. .
I
#..
~
W\.,.
~ ........~r:.>' 4-
--.-
S
~E
SCAlE: 1. =- 40'
~.
......
......
,....
,....
.,/
......
......
,....
,....
......
......
,....
~
......
......
..-
,....
,....
......
,....
......
,....
~
......
,....
./
/
"
....
....
"
"
,....
,....
~
......
....
"
....
-
"
"
"
-
....
~
"
"
,
~l1~ '
~~. ~ I
~~ .
...--!: '!", I
~ I
~.
JUMP[R
SCHm.U 40 OAL.VAN&JID PIP(
ANO ~ ()It TYII( Ie COPPIJt
PP[ AND FlTlINOS. 0It 5CH(OUU
eo ~ Nr[ ANO F1T1'1NQ!.
.. 8ACICFLOW IlREIJENT[It- TYPE
\ AS REQUIRED BY UTILITY
\
'\: \
\" MITER lOX AND UO .~ UNION 1 ' r UNION
\ S[T TO rJHISHf:o ORAOE. ~\ ~ .. ~ ~ _
\ 1\ .a. r~~L-IL '
, r- ~- TO ,- I 1 I ~2. TO 30- I
\ BAU-V I AIOIJ[
\\ V AL.IJ[S , OR AD(
t j t
~ :,:j - L;"T] ~ I;!!
/ !Y~~ jcL
~~~YP[) /llY l I
;! Y[T[R
j --- OM POl V - P[ JQ 2- Ol.w[TER
CORP. STOP 7 /::7 ~ OOUIU: STRAP SAOOlE
- lif{/ NOTES:
'. .. ~ OIIUC'IWtC 00NNEC1I0N "AU. . w.a ."lII(H
AU. MvANllO AIIfO MASS COWoNom.
2. ~~ . 1NtT~.lIUN "'~IC AND QM8 WHDl
_AUlD iN~AUc'Cl"o~~~~"tHAU IT.
3. P"" P AM) ~ .1)4 A ...... ~ltD 10 .. WAyt"'~5.
.... .1)4 WID OOA" ~ MIEN [lt1DlOlt ENAICl.
4. ON NEW "'TAUA:='~ ~
SHALt. . T01D , TO .... c:o. . ."
ID'OIr THE WI'lIt "'U'nON C AliI . ~ U5[.
5. 'OR lIIOAGIIAy ~ AU. .Yl1'HY\DIE D\otC[ llN[S
~. ~... ~40 ~ s.rrw:.
.., N~' Dt.... Of A
t 'lNNiI tCJI'Ct UIC
01.,.. IUT MOT 4 tCH ....Al OlAWT[It.
'tIC tIJIVE "AU. [It A ...".. Off 'J ICMES.
~ 'tIC 0U1WDr l'IOI 01 M IIOAGWAV"A\oCCNT
irTNi ~':~uJI.~...~J:.~. ~
21 ~.., tUCCM CAUUC.
,. POlY D\4Ct UN[ SIll SHAU. BE: 2 INCH.
If..
CURe -,
r~7
QIt~
.1 I I~ ! i~ ~W-:-
"-r::==::
[ WAT[R WAIN
~/4-. 1-. 1 1/'-- a 2- WATIR unnt ..
.~ ftII ~1'nI
CO"...ERCIAl. INDUSTRIAL, AND UUL TI-f"AUIL Y SERVICES
INSTALL 8N G, V.
, ..J . ....
.
. iIJIIIr
~,
fI/II'.
~.,
.'
"
fI/II'. )
,."., ?l~ \
.".' (? (. \<.
,." \<.O~U
,.' nO
.. ,.~ \/\(v
. ,.*'" 0
· fill U ",
,." ~OO
,."., (lONG
.'
,"
tIIf/II.
.'
,,'
,. U
".' \<.O~
~,. S\~\(.
.--
......
,....
,....
,....
......
,....
,....
/'
/'
......
<:ANITARY FLOWCAI ClJLA liONS
,....
......
, ...... ... . ...:=-4
,. t
, . -"'" -,
. ,
-'"
\
3200' OAl SEPTIC TANK RfOUIRED
1850/ .85. 2.., SO. FT. DRAINFlELO
..-
......
......
15.000 AfT AIl(. t ~) . 1 SOO GPO
".500 so. FT. IN\CNTQffY (10 EMPLOYEES) x 1~ GPO . 150 CPO
(2) CMR HEAD DOORS (100 CPO PER DOOR) - 200 GPO
1 aso GPO
~
......
......
~
-"'"
-'"
,....
-"'.'
,
./
./
./
....
..... ..... ,\ ;it11' , " rJ' ~O\ '0
...... ....... -..-.?.. Go '4. VI r T \J \)t.
,.... ...~ \~C~
,.... " " .... \
...... ~~ ,,"
..", I~ . ~ ...._,," \ -","
... ..... ..... ~;;;:~~'/"'... ...... im~ - - - ,
....... f-............... \. -'" ,
. ./ ttl--J ~. ,,,,,, -'" '
..... ..... ~"'''''" ,/ - - - =1ii\ V'
..... ..... ..... ..... ..... ....... -~ ~. ~~~~~L~::~::;~\--~\ f)r\~rrt \ \ l___
- ~. ~..,... ~ ~,,~': -.;; a...r \ ~ ~ ('1"
tJ1fI!t ..,TJIIIIIfI-" ,,--, If . 'It".
.- """~ I' ..... , ...
~. ,<;~,.-, ~
........ (//'~~:::~~'-- v:_~ "~i\-\j~: Ln'
, " ',.--- ---.... l I"""': ~
' ........ 'I _--- , /.'1 ,,_ S'fJ"
,,"'" "...., ' , ....- .
."", ,,,.... - 'I I ,
"". _...." ,I, I ,
. ""....- I , I ,
""""........ I I , ,
~ ' J",-...." , , ,
...."....,. , \ \ \ it W.
100"".... , ' 'I d
I I I I
, " _~,. b' to
LOT 30 B 'I I I .... --;. _. ,.
, I I I f1IIIIIII..... ,
\ I " . \,
I l 'I ,
'.,' \ \ '. '.
I I I I I
I " ,
I I " ,
L. IE \ '. \ '.
. -.--.--.--.-----1~', '. '. II
Ii! . ~ '. '. f1' '.
..... ......, I' _ .J
" I, 'I _---
I \--- __
, ',' --
, ....-.-..~
I ""'--
,\ ~-
, \
I
, \
, ~
, 'I
, 'I
,
, "
, ~
..I....- I
, I
, \
,
, ~
, ~
I
, ~
\ \
, \
, ~
, \, _.--.--.-1
\ II _'_
_....__.~
I _._-'
\ \l _'--'--'--'--5rrR/~-PER-PLAT
1 L._-,--,--'--'--CELERY AVENUE
._ .too-
-'-- _I
-.-
-.--.....---.-
~_.-
r
......
.
",. /t
",. . .
" ,
,
.
I
,
.
,
,
.
,
,
.
,
,
.
\
,
,
,
,
,
.
,
,
,
,
,
,
,
,
, 7, FIRE HYDRANT TO BE PAINTED YEllOW,
, 8. SEE SHT, 8 OF 8 FOR ADDITIONAL UTILITY DETAilS.
, 9. All JOINTS TO BE RESTRAINTlNG, NO THRUST BLOCKS,
,
,
,
,
---I '
,
,
,
,
I
I
PARKING REOlJIREMEN_TS:
A3A
15.000 SQ.n. GENERAL AlTAI. / 300 SO.FT. . ~ PARKING SPACES
15._. SO.'T. IN~TORY' STORAGE / 1000 so.n, . 15 PARKING SPACES
TOTAL REOUIRED 85.0
TOTAL PAOVIOED 85.0
......
/'
...... . ...... ~ I ~ {) ~
...... . ...... \.... f, c ,. 9 .
2.1,,0 f''\l c.
utW
_ ...w ,
......
,...
/
U1I.tT'l. GENERAL HOTES:
~
......
1. 1lI. eotmtACTOR SHALL LA Y THE WATER liNE AND SERVICES A MINIMUM
or..... J' -0- BELOW FtNtSHlD GRADE. TO 1li[ TOP OF PIPE. ALL
p;v..,.'C C. PIP[ SHALL BE. WRAPPED WITH It. INSULATED SOliD COPPER
__ AS RrOUIRED 8'1 THE CITY OF _TEFt SPRINGS.
,....
......
......
......
......
......
......
,~...
1~'W;
\
,1 t4'
\ ~\ l __
~~
~
---\
~
----1
~
---
,
, - """ .
2. "fER SER~ FROM WA TERUNE TO METER BOX SHALL BE 1. POlY. WATER
.VlCES FROt.f WATER METER BOX TO SLOG. $MAli BE 3/.. POlYETHYLENE.
3. AU. TEES. CAPS, PlUGS. BENDS. FlRE HYDRANTS AND VALVES GREATER THAN 4-
SHALL Sf PROw)[[) WiTH RESTRAINED JOINTS..
4. POTABLE SERVICE LATERALS SHALL BE POL y[THYl[NE PRESSURE TUBING
CONFORMINC TO AWWA C~901-78, 125 PSt. DR-g.
5. ALl unuTtES SHALL BE FIELD VERIF'JED BY THE CONTRACTOR.
8. ALL SANITARY SEWER PIPING SHALL BE P. V.C. CONFORMING TO ASTM 0- 303~
AND at INSTALLED IN ACCORDANCE WI ASTM 0-2321.
"
.....- -
I
\ \ \
\ \ \ \ '
t..- l.Att-
1,' $IIIf. ,.. .
~, \ \
.._ L"Tt-~
,. SAtGt,...
........
. .,\t
,.
'!
..
,
~
\
\.
340 L,Ft +/-
8' PVC1 C-900
..t\lltM
. _ .iTtt
'tIlT._ " .".
$'f$ .....
-----
~ t:,nL .,
\
LOT
30n
.-.dUl' ,aMD
....,. tilTV"
"t" .... .
r
,
j
,.............
-.--
-.-
_.~_.-
-'-
-.--.--.-
.--'-
-'----
.--...--.-
-'--
.--'-
--.--'
~.--
_.~-'-
-.-
-.--.--.-
-'--'--'-
--'-
-,--'-
-'-
-.-.--,--.-
-.--.--.....
--'-
3/." CORROSION RESISTANT STEEl ROD CUT
usr 3/4" HUTS lAND lHIt[AD AS REOUIt[O
IOlH ~D(s C1F JOINT ! PUMPER HOZll.[ TO ,. AC( C[N1[tIUH[
(T'tP.) I / , r- C1F ,m[ET
rr /! \ rrtPtCAL ClTV. 3-WAY
/ I I rlRE H~ANT
""'-"tt-:"" ~/ ~~. -~:I I,
STANDMO WECH. '" ~ ~ I
i~TA~NEO.O. ~ -!!. - - ~4 I ':' ,
.1 \, J i'f '''!i
1/ L__1J
I~ \ I r 2'-8- II
WA T!:" MAIN I L . \
,. PIPE j "'0., JQtNT ,. '-- SUotP
(M1[ VAl~
CftN ~T
NOlI$:
,. F'\A( HYDRANTS SHAu. IE INSTAU,[I) BETWEEH IAOC OF CURl
ANC ,. ACt at S1~ [)(crPT WHERE: CONDf11ON! AND /t1R
MOUlA TIONS PfltCHeT
2. TI[ RODS.HUTS,WASHOtS N<<J OTHOt rAmNEItS SHAlL 8( AS1\I
A 2'" ~ t1faTAHT SlULOA1.VANzm OR _'TVIIIHCUS
COATl'D Oft 31' SlAKn! S1!n em ~C"S.)
~.TA.& ........AC1l_"
ClOW
_ :-,--~...; J.~~::y ~ P~T) 'I!
I "TItMf'tC" T'1flI H'GtAHr- ;1.
1/ H'OtNllT [Xli..... AS _O'D"Oft "'" ,.. MAX .1
ADOll'lONAl O(PTH r;, M'r........... ' ~
'~I' ~ QJlI~UI~ roJ nllt;: 4"'~ Imf=tI~'_COWJt flfA\I[l
~ WATERVAL "t ."IM JO , Ftl T
J L 10. :wr _ . , ~1IIf
.'~.M:~J (~
I-AEQ'D.
~CAL FlR~ HYDRANT 'NST~II ~nON
~...,r~
...,..~ ~)l ~ r~WL
2" 'Mol ""~ ~ ...D ~). ..L ~
==... j~~ - -- ~ ~ 1~llt
I =10- ~~
2" soc.. 10 It\C - ~"1ttC), 10 It\C
--
~ pili""' r- OCMLI Sntu,.." ~~
2- co.. -_ I
I . J. ..., ....
~~\i I __c 'i~-......
b - W IIUl ...- W9
lao.H,...,TAL, !JofW....
'" !
'i1
A\..~
, -. ~ ~..
j W XI' ,.......r--..~ &11* OOWlE
I I
~ ~ ~ ~ .... ..., ;;;::7
~. \ _'10 ~.~..
.. ../ '-~,.,. \.I-
~, "- \
'~m~
3. ~~10~!'R\<<~'~~
TN[ ~ NOCrOuID SHALL . 'QJ.0lIlE0:
A. TM:. _. ..~"""'. OII!I1IAlID ANDBiLJTtO ..
~ Isf';U.rt~ AND AM:
NIT.A ~I ) A
Nn LV ~ ~ ~
8, 11f ~~lf nIIFlJOn.L
I"T~~ ~'""~ Lro-,y
01 . V GAl[ VAL
..
\ SURF' ACE AEPLACWrNT TO IE CONSISTENT WITH
EXlSnHCwATIAI__ AHO or E'OU~ THICKNtSS
IUr II NO C Ul 11:" TIlAII 'I" toTAl. ....... T
~. .
I TRENCH WIOT." 00 + .' I r- EXIST, ~AlTIC '
T I r- su... ACt ~ACii'iMT / CONCAEtE SURf' ACE
~ I _\ I j
:1 ~~.dL-1
l~ I '5' f (IN) ~
/ ~ I _}' ~~T:lS[
I llClllOCt< 0It
PUG lIP,
/A'n ~
/ TI ~UTI'
// l~mID 'llilfL
/
/
L TRENCH WAll
o
o
~~~~~n~AIl
~_'T'~:r '1-l"v1.~ WIT ·
FA f\flT,:rrR1~T .:iIT 'IT"
....r -
I ,..1I
-
o
"-... ~'k1F-
. ~ ial\'.
o Ii!MNi::"'I;f.~nwttl-::^\!WA'tS
c. "L1;y"ua~~[O ClOSED BY. TN[ UTlUTY
o. ~W~*UiIt~o~= 8'~
E. ~J'L~~~,~ ',J;tf&~y.
... 1H[ CON1Jt~'LSHAU. ~ OOClMNTA'RaN DblaNslWA1:oo
THAT l1C CtCCk lon.GW ~ OI'\Q - HAS
HD · ON[ 'tiNt AT 1H€ ,.. Of' INITALUTtON. . ..
AT ~(J/I atSTALLAJDt .,... 1DT S*U .
A au uac F\DW PfI[VDmQIl lU'HNIl;UH- AS
IV \WItt" ~ CON1JIlCL ,...,W,
5. ~no:L~~~J[._I.
l"f'a.....;K AUiJL~ &n.
NOTES:
,. 8ACt<I'LL SHALL I( PLACED IN e- LAlP$ F"OW .,.ATH THE H4UNCHE5
or THE PIP( TO TN[ JASI AHD COUPACTtO TO .. D[HSITY PER
AASHTO T-11O UODII1tD PltOCTE",
2, lASE WATERlALS TO . PLACEO IN TWO Oft 'niftEE LAY[RS ~(O AND
T~ TO AIJOVt SHCFI[D ~TY.
l'DIPOftMY ~ DrT AIL
,. A 1"NPOftARY~R CONNECTION " _OUIftrD AT AU. CONNrClICNS
ItlWftN IXtS~ ACTIVE WAlt. WAINS All) ~ NOt .Aln
..lIN ....oVlYlNTS.
2. _HE ~1arA80~.. "oY, "~A V br7..
"..7J~tr . (2~'i :r 'J 1!fO' 'OR
AI:. ."'OW "'I l~ . or
AN . !ION .l,J
:A14 ~ y ~ ~If.!.
~no .!?TI~T. ~: _EN IlICCIIViD UTILIl1!$.
EnfT 00. u.o to ~~ru'-
T.il~ ~~~~~~
ih~~~::"Jl ~?..r.AlL
/
/
/
/
/
I
/
'-. SUAfACEJOiHT TO I( MECHANICAllY SAW-CUT.
U TlLllY PIPE
12
L 12-
V AItt[S
t<<)'/U:
1. AU. PfI[ AND nTllNlS ..cr.t _AI)[ "AU IU\of: F"l.AHQ[D DeS.
2. ~~A.Ilr~ ~D ON ....1(lllJID
1 ~aclt'l.~~Wb~" ::r&1I,&C~<<" AND
WATMI.... AND ;,;;,.-.,;;;'.,. COATI Off ~ ORrIN INAUlI..
4. '-AII Y[Tp AND IotCICn.OW Ml'4NTIIIIMAU, . ......[0 _1M ~Alt
FlT'rICS 10 AUOW ~Al AND III[......TAU.A1ICIN.
e. _~. MIa nQI ,..-~S 01tt[R
lit'( .eM ~;r;o,"'siOJs /lit[ TO Ell
AND _PlUGS.
7. ~~lt ~~5..CL ~.~/lltYJJrfR
1iRi1i, VAl\!. ~sH1tl' rr~lWY ~"lHt
CONTrtACTOA.
--
nnURlf DE'1tJ.;TOR CHECk ~~~j:"URI LY
7-1e
TEMPORARY J~ COHt4ECTlON
STANQABP ROADWAY OPEN CUT OE~
:w
t: 0:
~f
~.~
~~a
....
~
;~I
~ ~ ~ '
ilal ~~;
i~~Me ~~!
~~:gl
~~~I
..
,
.,. 'ii'
:I"
<
I :.a.!
, ~ -
........~
- -
--
~II
lill
IRI
511
~~~
~ E ~
~
~~"-
~~~12
~~~~
I
~,
Ii
I:
....
if
!e
=-
Ii
~
<
C
~
~~
.i2
0;&5
en
a:
~
I
III"
,
AS H. SkELTON. P.E.
STATE or fLOM)A
REG. NO. 42752
UTTIRSP3
98200
SHDT: 6 0': 8
~
C::::
W
~
Z
w
()
....J
-
<(
~
W
C::::~
(/) ....J
,,0..
z
-
C::::
a..
(/)
a::
w
~
Z
-
3:
>-
t-
:J
~
::>
,.'
,"'-
.'
"
tf/III.
.fI/II'
/'
,.
.fI/II'
,fI/II'
fI/II'.
.'
"
.,..
."-
"
,.
.'
"
,.
.'
"
".
.'
f1I/IIJ
.'
,fI/II'
,.
.'
"
,.
~
-........
I I _............"
, ~....
I '
I '
I I
I I
I , I I
f I , I
. ~! I I
EXIST. 8' PVC, . I I
IVA T[R LlN[ I I i
I , I ,
I q I I LOT 30[ I
'I I.q: I I I
I t:J I I J I
: I 0::: ! I I I
J tJ I I I
I :>- I I I 550 LF +/_
I .q: I I I 8' PVC, C-900
I :r: " ~ ~ ~
'I , I I
TO STRADDLE Go V. ~I I I ! !
, I L ----
I I ! _,_-.--.- '._-'--'-
I ~ I I _._-.--.--'-
I I ~ ~-'-
'WET TAP IV/ -! '~~
TAPPING SLEEVE i I
I I I
I I I
I I L-,--'--'
J ~
, /' /,~//~
~ ... ...."
~I ~,~",~"'"
" , .........
~ ....".....-1
.... "................" "
....-........ ,
I
i
DWNER IS CURRfNTL Y TRYING TO SECURE
A 15' UTILITY [ASEMENT FROM THE PRDP[RTY.
O'w'N[RS B[T'w'EEN SUBJECT SITE AND HAYES RD.
IF [ASEMENTS AR[ S[CURED WA TEf( LINE WILL BE
INSTALLED) IN EAS[M[NT) PARALL[L TO SR 434
NOT IN CELERY ROAD) AS SHOWN.
MAR 3
mE NAME
JOB ,
.
.
.
. . ,
, . "\,'
.. -,
""
""
,.A
RAIN BIRD .
YlZZLE'. . $[L[Cll~ Ct ART
.,Siltc. NO. '.SJ: GP .... ~IIUS 'ATttRN
. ... 31 1,. -IS' rw .
-. ~W . 31, .'178 1'- tttita: CUlRtER
.c,.." 30 2.. ~ NO TMlRJt
.... . 30 .(IS es' HIU'
( D-t 3t t.23 15' 1tlll
r 15-8 30 .93 15' OUART[R
G I5-[$T 38 .61 4'xSS' tNI $_
" &aT ~ 1.21 4'" CMO na.
JI5-SSt 30 1.21 "')I. -~
Ie JH ~ 2.60 12' rw.
Lit-tO 30 J.ts &2' ME[ QUIlIT[t
M 12-lT 30 1.74 12' TW T....
N 12.... 30 1.30 12' tW.r
P 12-1 3G S1 . It' THUtD
Ifl~ 30 ~ J2' YUM'ILK
S 1H'-LA 30 l.57 10' FlU
t JI-H-U 30 .19 10' M.r
U .1i.t.A 30 .52 10' THlR'
V JO-O-lA 30 ,39 10' QUARTER
V"-Fl.T 30 1.57 t rtlL
X 8tHl. T ~ .19 r tW..r
, 8l-flt 30 .52 8' THIll
llHlt 38 .39 8' QUARTER
GENE:RAL IRRIGA'TION .,"N,QTE"S
N
./
./
./
(I))
!f~'
Tt( CDaRAGlIIf StMll RUt' TO M ....<< .... WHEN ~.. TO
LAY PI't ~. AYDlI lEV .. [~_ ~S ... l~. HUIS. -:'
~~fJ'~~r'ql.mlMlt .
lit VI(. V[ DES III. Y US. RAIN .. TIU ClItB AND,
SEAl",T. ' . ;.
'lII.ESS OYtOWE JUlCATED PJPJIIG to A SIMiL[ $PRAY tt:AD SMM.L I[ Vt'
PVt a.-3IS 'JP~
AlL MAJN LIII: '.JMi SHM..L IE .... TO HAV[ A ..... COVO [J Jr..
ALL LAtEM, ...JIIi IrNIISTREAM If M twN LIIC SM.t. IE ... TO Hl\v[
A MlNIU4 COvtR IF 12".
l~ CllfTRACTta SHM.l aDll*Tt "ITH M MOeTtCt ... ttl: EXAC1
lOCATD II' TtI: litIGATION COO'''l.Efl
TME CONttACTtR SKtll \ltU'Y AU. CDNDITUICS MID _NSJONS $MOW ON
TlI; PlAItS A1 Tt€ SITE fIR.. TO CDlttaKNT II' WIJk ,*R THIS
CONTRACT,. ,
AlL IRRIGATIIJf JNSTALLATJ~ SHM.L COtf'IJIM TO LIXAI.. CIJD[$ ..
REGULA TIIIt$.
ALL 'IPII<<i III Tit: PlMS IS DlKaltAMMTJCIU Y AlMtI rea a.MITY MD
SHM.L IE RllJftJ TO AVOJD PlMnS- 1lES1~ ....JCATIICS SHM.L CN.Y IE:
HAm: AS IUtSSMY TO 11:[1 rltLD ctlmJTJDNS Me III Y UPIJ4 AHROVAl
[J' TtI: "'1[(T.
TtI CONTRIlCTIa SMlIlLL I[ RESPGGIIl[ FDR TK r. 4JJSTtOT rJ' TtI:
SPRINKLERS Nl.C ANI RAIIUS TO ASSUI: JOO P[RCDfT aM:RIIGf:.
11' VlI. T. SIN:ilE fIMAS[ ELECTRICAL PCMR IS IE"" lD QUAl[ 1tI:
IRR1GATJCIt cm.TRQ.LtR. Tt[ CCJn~ta SWU It RESlVCSlkE rea trIJR
DJNATlf<<i TlI: UDTD IF THIS PIN[R VITH IM<<AS .PM:SDlTAtM. IT
SHM.l. It tt( I[$P&JCSIIJUTY If TtI: ~1lJl TO sa: ntAT 111:
CooRCI.LEa IS VJatD IN ACaltMHCE VITH -'L ELECTRICAL CDKS IV ,.
LICENSE. ELtCtRICIM ALl MTERW.S fU[S$MY TO VIlE TII: CDfTIIILLtR
StW.l IE fUNHD BY M ClIftlMClI>>.
COORAC1lJt TO QCIJS[ NftIPRJAT.E tmllES TO PllJMIE tMX C8\1tMG[.
AlL lANDSC<< IRIICiATlIJI SYSTEMS W LOW,.IMIGATIGN SYSTEM$.
,. lOV-\G.'*l IMlGAlDI SYSlEMU. . .'" NO'" THM TtI:
MJNDU ,..., IF VAltl JEOUIRtl 1M l.~
TO ENUt ..SflVtVAL .. 1*T MTtM. M:H,. UTtt A TJIIt
II' SPt~I!<]WIISRS MID ZIKS TO . ,ltC . IRRJGA-
=:~JI f::J:lIis.~ ~. .,I(l YlttS,
ALL UNDERGRtIMD ~TION SYSTEMS SM.L IE Rt:GULAttD BY .. MJTEl4ATIC
lJO [It aJHlRll.LtJ.
TtI: JJ[SJGN II" TtI: SYSTOI S*LL KUIJ[ SPRJtI<I.Et 1€ADS MI ItVICES APPItQt-
..lATE flIl Ttll~ MATtRW. TO IE "GATtI.
LDV TRMC11ltY I€ADS [It UJV"''IIl.UI€ "Am ..STRlM. I[YJC[S StW.L
I[ USI:' TO IRI1GAT[ aN'1r€D M[~ IN ERlER TO ,PltEVtttT D\OSPUY IJffD
It<<RVJDUS AREAS.
lRRIGATD SYSTEMS StW..l I[ KSIGNED TO lUtE tIG4 VATER EIWII M[AS,
SUCH AS LAVNS. tJI SEPElJ\T[ ZrK$ not TMJSE _AS VlTH II[DlaD VAltR
REQUIREMENTS.
AUTIJ4.\TlCItll Y crJITRIl.lED JRRlGATDI SYSTEMS StW.l.1[ CKRATED IV M
JRfU~TD4 cttmnlER THAt IS ~ (J' IRRlGA1. HIGH IEQUJRDOT MtA
~ A DlrrtM:NT SCtt:IU.E fROM LOW VATER REQUIRDINl _AS, FIIM.D
1HAT SEP[fATE zrKS EXIST. .
(
t .
w
""
./
"
""
/'
(A)
/"
,..,
(J)
,..,
l/f'X lr PVC
rLD. PI PE
/"
/'
,..,
./ ./ . ./ :.\,,, "
././ ./" ~f(,.v... V~" ./ " "
./ ./ h....0 ~ ././
"./ v...Or ../
./" ././ 0~\f(,.00 ./ ./." ./
000 .,. ,,/' ;~...~
~\G~ ./ ". ~~ ~O/'l
\\..0,'" ."." ./, ~~~
/'
/' . ~o.\~
./ ,"~~ra~
/
<C)
181a SPRAY
HEAD .
~I'I '.
,..,
"..
(D)
PVC TEE
E
([)
(J')
s
(G)
SCAlE: 1" = 30'
""
""
<H>
RAIN BIRD MODEL 1812-12.' POP-UP
,SHRUB SPRAY HEAQ
,. ,'-''''..~
""
/'
./
/'
0)
""
,..,
bc~bc
/'
,..,
v...0~0 ./
S~~f(,. ./ " " ./
. /'
/"
~O~O~O
\~C\;
(J)
/'
.""
,..,
,..,
,..,
."..
00
.""
.;"
/'
(l)
'"
/'
,;'
""
""
""
."..
""
/'
eM)
/'
,..,
00
co>
(Q>
DOUBLE CHECK VALVE ASSEMBLY
BACKFLOW PREVENTER .
\.
\
t;)
.
.
1
p
"
b
1906 SPRAY HEAD
'.,,-
{~
:'~)i
;.'+
~ ~
IS
'~ t
~.
\
\
.
\ . .
\. .
\
.. \
\.
\ i
\
\
\
\
\ tt4
\
\
\ 18
\
\ 123
\
\
\
\ '
~\
\
\
\ ..
\
\
.~
..(
...
.
f1
IRRIGA lION [QUIPtlNl LEGEND
, ".
tOI
tll
. I
K[Y
IlSCRlPTJ~
.
I
'\
6.
RAlHBIRD 12' PIP-UP SPRAY tOD INSTAlLED ~ 3/4" SCH 40 PIPE
[XTENSDf r~ S~B CLEARAN:Ej MINJMJN IF ~ DISTANt[ rR(Jll MB
RAIN BIRD NO. 1804-4"
POP-UP TURF SPRAY HEAD
. ~
"
.
'\
D
.
1G7
}
.
RAlNBJRD 4' PDP~ SPRAY HEAD INSTALLED USING A
1/2' FLEX PIPE WITH MlNlMlJ4 cr 12' LENGTH
RAJNIIRD 12' P(F-I,P SPRAY HEAD INSTAlLED (J4 3/4' SCH 40 pIP[.
EXTENSJrJf FOR SHRUB ClEARANCEJ HIN. 2' DIST, FROM C~B
II BACKfLD'J PREV(NTtR TO MEET LOCAl CDDtS
, I \
I'
I " , " 'I 'I
..
.
11-4
110
'"
111
, tI]
..
RAIN CHECK DEVICE
. .
.' .
...~ ~ ,. :
to
"'
..
..
~'
4::'
[ill
"
19
I" IRRlGATJ~ METER BY OVNER <LOCATION TO BE DETERMINED ~ SITE>
lit
:w \
11'
\
\
RAlN8JRI J' ELECTRIC VH.. VE VITH Vft. VE BOXES
r///A
RAINBJRD MODEL R(-J260C ELECTRCl4ECHAN1CAL "ALL MOUNTED
IRRIGATION CONTRrl.lER, ctJfTRtJ.LER SHALL BE EQUIPPED WITH All
It LIGfINING PROTECTION AS SPEClrJED. BY ltf: MANtI' ACTlR:R,
~~p. Go~l
1 1/4' SCH 40 MAiN LIt€
,
IRR, SlEEVES. IRR. C[JflRA(TDR TO SIZE .. ][T AIL
121
122
t1I ..
,.
m
..
141
U2
tU
150
$
19"\
\
\
\
\
\
\
". ~
-'--
---
'.
1>>
01
147
,.
t<<ll(1 IRRIGATlIJe (DTRACllR TO SIZE Z1K PIPE rtR MAXI.... PRESSURE
AND TO DETEIMK' tCJtzEL PA TTtRNS TO PRDVIOC MAXltU4 CCMRAGE
VITtO.JT SPRAY1tCi HARD SlRrACt ElEMENTS,
Ail
RAIN BIRD MODEL PGA SERIES
ELECTRIC VALVE
>>
134
UI
~
.
II tI
~~~ ~;w ~d, P:;'?--'-"4~
QaJ n I LJ.. ..~ ~ JIz. u ~J..~ Flf....
iiii1
III _~Otl poND
'IIEt ao"Oh' to: ,.... ... . - 53
.
43
..
41
J1
)I
l'
40 .
33
>>
2$
21
J2
.
45
21
JO . 27
. -
-'-
.--'-
-!. - '. -
57
..
!-.--
. _ . _ J!. - - - - - - - SO;RIw PER PLA 1
- CELERY AVENUE \1tOId) MOt ()PEHl
10
.
~
54
!15
.!-'--
.-
If
~-
~,
.
.
e
:~
.' r
L- --
. -.---'
--
._-
..
'';'f;'
. .
, J; ~ ~
.;.......
~,.f ..
".
'II
Ji~
;'t~ .
IRRIGATION PLAN
r "
, .
.
.
.
.
.
, ,J';JP" ~ '
: ~ . .
.
.
.
.
..
.
.
.
.
.
, '
" '.. ~.
,~ ~.
. : i .
.~ ,'"
. ~~ . ~
:I" I....
: \.
,I
.":... ','< "
'" ,
!;:.:~ .
'\.:,
.t~
.- .
. "
~. ~ .~',
.' -
t ~'~~C ~;"J'~~' . ~<,:
re~.'l; ~;~:+ .~..-.~,~..f' ...' '.,
~~~l;:'-7 . '..-"
..'
~. ',' .
, . "
'., I
<-,'
..~:
- .".. 'IR
,'",4 0
;;k. I
t, il..
!.il. .: ~ ~
, " .. ~
>~ '.
:
""j
.~
q,1
::'~~'~~i/ ," S..
.,
,.
" '<~.. .
r, !-
...1,
~ '.~ '.
. . 15. ".
',"!'., '1
.'
, ,
'\..' . .. . "
.;,~' ~~< ..... , .,.: I
'., . ....,. I
,I.
",
".
ALL LANDSCAPE A~EAS. TO BE IRRIGATED BY UNDERGROUND
IRRtGA liON SYSTEM.
.3 FT. AREA AROUND F'~E HYDRANT SHALL BE CLEAR OF' ALL
TREES AND SHRUBBERY. .
ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM
STREET.
INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS
SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D.
5. POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF
THE BUILDING PERMIT.
6, OBTAIN ALL PERMITS AND APPROVALS AS REOUIRED,
7. CONTRACTOR TO FIELD VERIFY LOCA liONS OF ALL EXISTING UTILITIES
SERVING THIS SITE
8. RAISED CURBING AROUND LANDSCAPE ISLANDS AS SHOWN,
9, ALL DISTURBED AREAS IN R/W TO BE SODDED.
10. ALL EXISTING TREES WILL BE PROTECTED DURING CONSTRUCTION
BY BARRIERS AND AN 8" LAYER OF MULCH FROM THE TRUNK TO THE DRIPUNE.
11. ANY SUBSTiTUTIONS OF PLANT MATERIAL WILL NEED THE CITY ARBORIST'S APPROVAl.
PARKING LOT LIGHTING LEGEND:
-3X- INDICATES lUMINAtRE FROM BUILDING,
~\",i'; ...
"':t'
.~ :'~. .~~ '".
-...... "
.'
" > ~ \1""
F'.. . I-
, '.
~A~ NOTES
N
,/
1.
./
""
w
",.
/'
2.
/"
,,;'"
/"
/"
."..
3,
./
",.
,,;'"
/'
,,/
/'"
s
./
./
~\f\\ / / / /
D \~~~ / / /
oO~ / /
00 " /
. ; O~\€ / / / /
000 ..-/. ~I>:{
,,~, ./ o~o
-....\(,'1" / / 'c\~~~
~ 0'" / / / S ""~{;. ~V
./
././ ~~~\~
\t\~
~~~
4.
,,;'"
./
./
/'
./
,.,.
./
./
E
/"
,/'
,/'
/"
,/'
,/
/'
/
SCALE: 1. = JO' .
,.,.
./
,,;'"
./
./
,/'
/"
./
/
,.,.
be,!>A
O~O / /
:\~~ ~ / / / /
5 /
18" Oak
\\
./
./
,;'"
,,;'"
/"
./
/"
,.,.
/"
./
/
./
/"
/"
/"
/"
/'
./
/"
/"
./
/'"
/
./
".
Meandertng. Benn.
1 112 ft.ln height.
Slope · 3: 1
Top of.1eIrn
cD'I~'
.:
., ': <'~ ': ./
t:",,;s "
..~ "1:-- ~
.'
.r _
~>,; "
.~
lY Lhl-.k
\~-
.
\.
10 \
\
\ II
\
\-
\
\
\ .
\ .
\
* \
\
\*
"
.
ExIsting Trees to
Remain. Do not
. disturb natural areas.
t.1
t4
.
f7
.
.
.
a
tIS
.
.
.
.
\
\
\
\
\ 114
\
\
\ 120
\
\ 123. 124 125
\
\
\
~-
\
\
\
\ I>>
\
\
i.
no
lit
t12
113
115
1.
ftI
tt7
'1)'
It,
121
\
\
122
't"
, ,
JI"\
\~
\
\
\
\
\
21 . --l
--
,.
m
'.
SOO2
, ,
,f11I ,
SOO2
Ul
',e
I '
, ,
~...
,II,
'.:
,
',,'
" '
SOO2
e
, ,
}',
5002
, , NO
. ,., ~Ot-l pO , ,
wet &O'tlOM ,,",
'x
, '"
.,
,
, ,
,)M, 5002
, "
" .,
"...'
,
21
]0 a 11
2t
J!.-
--
SOO2
''II
" ,.
"1.,
'9l' "
" ' lA,
25 23
12
',(
" '
'.
, ,
, ,
,.,
$002
34
.3!- -
--
--
--
.
50
, ,
54
55
42
--
--
, ,
If,
58" '
.
51
47 . _-
~~-- -- -- saRlWPERPLAl
CELERY AVENUE IROAD NOT Of EN I
, ,
It
--
-'
L--
--
._-
Tree Calculations:
Total Site: 3."1 Acres
15 Tree Points per Acre required.
3.41 x 15 Pts == 51.15 Tree Points Required.
Proposed Trees provide: .
'20 Canopy Trees (QV) @ 6 Point per tree :II 120 Tree POints
'''Sma. Trees (U) @ 1 Point per tr~ = 14 Tree Points
134 Total Tree Points Provided by proposed trees.
-
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
':.
.
.
.
I.
.
.
.
.
.
.
.
.
~' '. '
, . ~...' .~ ,'f.
LANOSCAPE GCNeRAL. ,NOTtS. '. : . .' . '~. , :" . .. . . . '~ ", ":"\;' ,'. '
f~ The LONhc_ C9Mf(JC.to' ,"" .tMure,~..,~..Wtri .~~tiot,'~.'''~'' ~~.~ ,.~.^ <,: .
. '.' . . ..:. ....~.... .: :. , . .:,: . . '..' _. .. .. .0., .."_
2, The lAttdSC.- ~ aMI""'" ~ ~.'~I#t "tifdItf, ,."....,0n4.~..i _0' __'~ ..1"
, ~tId f1H to MfA. .os -"t:III N' ....., I' .. , ,
occompllshH to ".."... dtoinooe, :. . ' ." .. ~ '. '.. t.. .:< . .
. . .'.... . .. ..- ..'.' ' . . ..' . . '. ... ':of; .
. J, The LOftdtc.-c.trocf9t' shtII.. N ~t1bIt. 1M .'011. ".....,.,. on4 011 wfrlt (N .",. lor Oft f'- .~ pIottt. 0Itd... U.
~ "*""~ r".,. 4f..pIon.. '.cMMlt/."~ "..".,. sMII'. IIe<<J o. tu~ only. 'C~~ ""~'.'
011 quoMJfIe. ond rtWf ony d/~.O<< fm.' of' 61dC1rtJ. '..' . ,..... . _
4. All plont motftrioM #toll be grbMdFlorido 'Mo. for.""".. tJt outnn.d Uf't<W ~~ tJftd ~ for .NutMty PIorifs. ~"
of Plant Indusfry. StGfe of F'lMido, unIHt ..,..,.. ttOf<<1.'
S. All pIottf bHs ahoIf bft top drn.d ";h 2--3-' Mreddfd ~ tnulch.
{
6, LortdeDOpe Confrocfor ahall be ~ rftPOft'lbIt 'fOl' ~/1fy ond plumb condition 0(: 0'" "" and shruk ond ,hoII be IegoIIy
liobIe' lor (My do~ ~ by. "'ftobility Of Offy pIont mDfflrlolt. SttHtlfNJ of t,.... or .hr~, If ~ed' or ~., by t~ :.
Londsco". Archif<<:f, altO" bf done utiTizing 0 IMtltod aorflfHl upon bJt the Lctndtleope Arcltlt<<:t. .. . ' '.
7. All .pecimen plant mo,.,-iol tho', bt ~ . the ArcIH't<<f prior to moVftfNnt fo' fhe job ~,.
8. Land.cape Confroctor $hotl dilPON of "umpeond major roOf. 01 all I)Iont. to be remo~, Any depreNion.cOfJMd by
r.movaI o,>>rotiOn. .hoIl ,. ref1lled wlfh i."h, friotM .011, pktc(l(j ond COtnFt<<1 10 os to r.-afcbn$h pr~ f/I1HJe . for new
planting. ond/OI' Iown 01'<<15. Finish grode before /)Ionfing sholl be +/- J below rtnlM surfoce of adjocent pavIttg or top of
odjocent CUf'bs.
9. Sod to edge of eJtift1n9 trHS; sod line fo be 0 -'"OOth monicur~ line a. indicated Oft pIon. s.d line is to ~ approwd by
Landscape Architect bftfore in.tallin9 sod.
10. All e>clst/ng tr.., or. to be pfOtect<<J. No fill m<lferiol or use of heavy flquipmflflt around existinq tr... is oIlofHd. . ~mfin9
trees are ta b.I pt'ot.cted by a wood borrlcoH ...~f4Jd no cia", thon the dripllne. of the tr..,
'1, All eJfjfting plant. mot.,.ioJ I, to Nmoin um... otherwIH noted or d;,.~t~ by the Land.cope Arch/f<<:t.
'2. The Land.cape ControctOl' 11 re.,:>on.ibIe for fetfi"9 project ~iI.. 1". Landscope Contractor is to prOvide 0 CMtlfled .oill
reporl to Owner and Landtcope Architect, 1he Lond.cotHt Controctor sholl wrify that the 1Qf1s on-site Of. occftpfoble lor proper
growth of the propoNd pIont mm.,..;<tl, Should fh. Controofor find poor fIOil conditions. fh. Ow,..r ond L~ca~ Archlt<<:t mu~
be consulted prior to planting.
1 J. All grades. dimensions and ftJt;sfi"9 conditions .haH be WHirled by the Contractor on site ~for. con.truction begins. Any
discrepancifts .h411 N broUfht to the oUftntion of 1M La"'co/>tl A.rch1t~t.
14. All propoNd trHS to N in.tolled .ither entirely in Or .nfir.ty of plonting beds. Planting bftdIin.. ar. not to bft ob.tructed;
smooth and flQwi"9,
15. Landscape Contractor shan r..n.w orchltflCturo'/~/"""i"9 pions to ~com. thoroughly fomHiar with surface and sub-.urface
uti#fies.
~ .
.. ,\,'.
"l11ti,
.:1. ...,_:
<,~. J' c'....
... W". ~
..:!I
~,
..
.
:.
-6
~ j
Ii
:1
fi i.
~,!
.
16. LondscoPft Contractor sholl co-ordinate with fhe li<}hting ond irrigation contractor rfHJording timing of the instaHation of plant
mot.riol,
.
t 7. Every possible SOftHJUOrd sholl ~ tolcen to protect building surfaces, equipment and furnish;fl9s.. Londscape Contractor sholl. be
responsible for any dom09ft or injury to penon or properly which may occur O. 0 result of hi, negligence in the eJtfJCufion of the
wo'*.
.
,
'8. Provide pre-mixed plant material for use in aMuol beds consisting of 'O~ coarse pine boric, 20~ peat & 10% perlite,
19. AJI londscaped ar~s to bet irri9of~ with on automotic irr/9Qtion system proWding 100% Covftrage. Only pop-up heads sholl be
utilized in right of way ~S. The lrri9ofion syst.m .ha' mHt loeo' codfts.
20. Londscope improvem.nts will be ;nsp<<t~ prior fo iMUOn~ of a cftrfifkat. of occupancy, You must contact your loeal
building deport mftn t for a Iond.cope Inspection.
.
. ..
..
. '1
.
BOTANICAL NAME
SPECIFICATIONS
1- .
1- ......
. .~':...
..~. ~"I'.
,.. ..,.
.... ~.:.?
.,
PLANT & MA TERIALS LEGEND
SYMBOL
OTY
20
/.",.,.......... ~
I ~
" 0 \\
\\ II
~ ./
~...../
o
COMUON NAME
.
;.
Quercus virginiona
(OV)
Live Oak
2 1/2" DBH, 10'-12' min. ht.
Existing Trees To 8.
Retained (EXR)
11 .
~
. ~
J
Please refer I> free
survey for ~
corresponding, tree
numbers and tree
descr;pt;on.."~'c
."
'jt" existing Trees To Be
" Removed
J.. '
Crope Myrtle
14 Lagerstroemia indica
(LI)
1 1/2" caliper, 8' min. ht.
Sweet Viburnum
.3 GoIlon, 30" ht.. 24" O.C., fo be
.36" within 12 months
o
293 Viburnum
odorotissimum (VO)
TeD Mulch - Cypress or
Rustic Pine Bark
2 1/2"~Jff Thick
All Plonfin<; Beds
TBD Pine Strow
5001
TBD
5002
TBD
2 1/2"-3" Thick
At bose of existinq trees in
natural areas,
. .
Sod - Sf. Augustine
'Floro tam '
Repair 011 disturbed oreos in Right of Way
As Indicated
Sod - Argentine Bahia As Indicated
Sod
Repoir 011 disturbed natural areas areas
, , .",
. .,
..
.'.{'
T runic . Sholl Be Moi'ltoinN in 0
Verticol PositiOn
Guy \iNS (3) Sholl If KfPt T Qut
2' Huleh Laytt'
~ x 2' I 24' Stele.
Pr.otKtivt ~ Ho~
ftrtlUZfr To~tt
Planting Soil Mix
C~cted Soil Mix
Setting bfd
~
<Mox. X It 2"')
.
.
.
.
.
c.
.
.
.
,..
),~
MULCH LAYER
~
. ;' . :, .~'?~,. :: _:,.../....,.:~..-:.,....,.'~r.
..~".,'.:.,;
> . .
.' .'
. .
;.,.~
A
" CUR' .
StN5 , ~frs odjacfftt to ~~'..
IhoI '" ~ Y spoctd Jr\ .... ....... to fht-
s1rtWd .0 '. .:'. '., . .
" ./,1
PlANTING SOIL MIX
CIJ4PAC TED SOIL MIX
stTT1NGltD
~
ShrtM , VGNcovtrs od)crnt to Qlt'vH tWs . .
ftl bt runted ~ roes woUtl to thf OI'vtl .'
.
.
.. .
.
.
.
.
.
.
,.... .
.
.
..
.
.
.
.
.
.
~ .
. ... ': ,':1' ".:."; ~~;
1\ . t !..~
',.. 4:
:~ '.~
" .
..
t: ..
~;!,
""'1l'l!'!", -
"i
:~
~~";' ,
: '~.
~I ~.
r ",.
,.
l .~
. ,
....../;
";;:,:
" ,
. .
.' '.
.. '.
.y <1,.
..:, ,'.
, "
., I..
;.~ , ',' ..,t
..~ I~t!~:"
;:!~; .~f/',.
. .,
\.
" "~
.
r.)}
'.'.
'.~ A
.. ~
,
t .."_
.. 1- . ~
,
,*" '. -:;,
-;;.. .'-"1'
to:, - "; ~
, :.~
"t. . :,y' f." ;
..
,., ~..,
~~l': ,>
'.C;:~.
'\
jl,
Nv
~-~:r
<. --- .. ...
< < < ~:.J:
11~~1
S"CIFICA TtON$ FOR .WQpD BARRIER
,. :_= TO._ NOTECTED IS.
2. .......u....t IN HEtOHT
I. UNIOHTS- TI! EQUlYMlNT OF 2.x..
LUWIO . ON I M"", comllS .
.. HOmONTAL- THE EQUNAIlNT OF TWO
COUIIES OF 1/2- IOPIfO WITH YELLOW
'LASTIC TAPE hAOOINO
$. IARRDS TO . DICIID AROUND TREES
TO IEUAIN KrIll COISTIUCTIoN 01
NEARlY TWIn All IDIOYEO
I. "'101 TO REMAIN .. PUCE UNTil.
AU. PA~, COHI1IIUC11OH AND HEAVY
EOUIPWEtn' IS OUT or AREA
JIGIEI.
...,,~
.
-------.-..,.
11If1E.~'-KUI 1'..(; IIUN
. A CIII.... ~
.. :
.. !!!!..':&..'" ~ r
~- , ..
,.
, \. 'I
"~
.. tit PAWIIDT
'"
~
:.:.:.:.:.:.;.:.~:.:.:.:.:.:. ......
.. .. .., ,
BlEIlE :IUEIIE.
, :,:
(I) ..... DOIIU - I' LONO
~K~(-"'A~T RI:~.I[.H~TAIL
"\I.
..> ;':.i.~.
., ...~~J(.
. .
. '-, .w
i-J;~~<
......;~(,;..\~ OR. _:~..'; .
.. "~::~~;:..~. \. ... ' . "
:~.J~~';oA:~..,.... .~. .....~....
"W""4<'/,1l' ... ',,".
:., .,; -,' "~-'~"~~~ -....,. . . "j, ., I.
"1 ~''f.~'~ ' :...... ' .
.........:'..... ~' ..- .
,'" . . r-IlJ?=1 f
'. .\. ;;,~::~. ~ ,'. . .
,__r $lOP ~
.' ',V2' CAP
" . I=::. ~JTi.t.Um=Ti'.r
_. ~ . , Iii
TRIIFC _AIlING
~ urnlt lOX .w> UD
I --.... _ .... ~
>Jj~' ,.'.., ': ~~~ll'f "'~K ~ 2' O-'VAHIltD s~.
,'. . ..,~..v 'a < 2' to' IlfND
"~~ASS CORP. St(Nt .~~.} e~cJtt9a1q,~o~~ 6' or GRA~L OR
':.: ..,~~ ' CRUSHED ROCK
~ .;~
....-- WATER WAIN
A POSITIVE 0IEII.C1IttC CONNECTION SHALL I[ WADE
K1WEtN "'ASS.ANC) GALVANIZED COUPONENTS.
BLOW--OFF/IN LINE
,',"I
..
~M (-;-rc t) LPn r
..,~ ~ It...~.....
;~~~..,.I;'..~"'" IW'-.)
-"""",-' 'j ~ r '"v.. r ...
. ...
M ---.n ~:.'~ ~~/_ "/1
..,. .~ ~..... ~ l~ ..,. C" ..,
..... ' . I'r-, , r.'-==--....
'" ... ~ 1....- .......
M fI1'.., _. .' _. l..~. .....
.'.., , _4.r-
rJt~
--, '.
, ~f".
r=r~
--=~""- \
~-11\ \"\ ~~
r .... _L.!!:j ,.......
;'''-'1 ~,..
//
J:aI&.... -" · ~ ~~l V-
'"- ~~~ .
i -!d-+-L
~ . ll~ 1....4 I
'rr-rr 'l .....
I
II
.... t) f.
NDWtM -- aM l ..,.......
" (
CLASt -A. 1IOOIHO-1PE0tA&. CONOITIONS
P[ClAL ~T AIL
I' !q ,-....
", rJ ..,. t. II: ~ AT ,. . NIl:
:tJ~ ~, .J .J///./ ~ _. Ir +.M.
.... ,. ~"l.~ 1?~ -"~.r~:t'
III ..r/7h ~h'-; .. .L~ ........
;~.~h + v~ ~IIII 1M........ ,'. .......
I"!i"~:: tl--__. .. ' t&. .~*.I''': .....
<- ~ i.jj -.- ii r A -e .... _.' ,...
.. ... '/' -... r/'r"" Me r-. ....: r.
u.=_ _~_~. ~. .=M -..M
TfC'" .
.. ,,.....I'~.,, N\O
-- ... - IDIRII
~ ... IEODWO-NOfIIAL pottJONS
PIPf; ~ . ~ OETA{LS
'~ '.-
C.
7. ;
.
.
~:
,
..,.
. ~
~
II
I
. 2' ...........
I 'u ')~
tl.
<.;
1l>t
.,..
'~ '
;
,~
,
-...
."'" . na
PUN varw
\"'"
. .t .
\
\
-$;
..
,
;'''\
,
11*
L
/'
.........,. .
r!!fi: &
,
-ru.~ W'JIM...
L
.. QMI
r-
l
L
... ouna ....
PICTORIAL VIEyi
.tma;
1. lAM" LOCATIONS AI[ TO . COORDINATED WItH AND 1M CONrOllWANCt
wmt CIOSSWAUC "A"" DnAtLS AI SHOWN .. TNt PLANS.
lk ~ALK 2. ., A CUlt. bWP IS LOCATED WNPE NDIST'IWI MUST WAUC ACROss
1'HI ..... THEN IT IH4U. NAVE n.AltED lIDO; 1HI WAXIWUW SLOPE
01 M rulE IHAU. II 12&1.
CWlItAWS wmt InUINED CURlS WAY. USCD .... PEDESTRIANS
WOULD NOItUALlY WAU( ACIOSS THE lAW'.
I. ....,. SHALl HAVE A TACTtU IUIf'ACE. TlXTUltII TO A DEPTH NOT
IXcaotHO 1/'. IV US! Of' A TAW 01 ROLI.D '~ttO WITH AN
....INTED SUltFACI Of' DT~~' ,. "gH O.JlO WE CLOTH ('LAIN
WEAVE. cotNENTIONAL CMtP~ 1 1/tJ: m~D METAL
(lfAHCWlO) 01 S ftOUND! ANOEI) Mo/tlA'flfO.
~ lAWS TO . CONSTIUCTtD AT ALL LOCA!!QNI SHOWN 'N THE "-ANI
IYCN WHEN SlOIWAUC IS NOT CONSTIIUCTIO CONC~LY.
CUT JW,jf
FOR IIN~AD ~iult~1 .AU TRAr;:jC
rMAX.
ASPHALT PA\Gt[NT \
""~ D 9
., ,"T. '''''.n - !rnr. \0
ttI, ',t#.... . i!:!:! _
, . , . . , , . . . , , , . . .. 'I LJ ml
,.:..::::::::..:;.... .,; :.::- :;
::r .....;u......... I __ I i: :J
: C:::II II J-U .. II E
~! ~: ~ ': ....... .......
I' LOll NIO\Ir
<*eM .t .....
. . ~t., . ,.'
" ;' ~,~, J
rr-
..
tie ll..' ~ r
f ~~ '-I t
,#. #.t,~. . '#'" " .......r~
~m i;'E3T~ ~
: =
~ (2) .... . DOIILL - ., LCNO
t'KEr::.ST AIU.......t.t< DETAIL
11.'1.1.
VERTICAL CURB DETAIL
.
au
.
,.
:~;(>'~.:
.,;;'''<, /"'\"
;.;
$
'iF."'-." ,
.. ,
~~-"
'tLT~
.L .~. tc> I'fJOI)(CAVATIClN,""-lOITY eAl\", (.".. T ,.'
fIINC:I ANCiIClllt "Cf)lWO ~..y .~"")t1.J6T" IN6TALLI"
ALCNG T'" ,.,..",..,. ~ ALL I)cCAY,Atl<:lNe.
2. AL.L TUleIDf1T SA.... UMLL "IMAIN &.M14. .,... INTIM ~:
DfIIAINACiI IY6TeM CON6TIIU:TICN' AND IODDING'. c:ct-PLITII.
J. TW', fllLAN Ie T'" MINttV1 _JIll.. ...NT., ~ ,...".
ADDADOITtc:lNAL IfII06ICN ~ r1!TWOI)6" ~""'1(eN4&l'.
,:
4. elL T fII!NCI! TO BE IMC1eD. ~ I!NT_ 6111, ALONG
~flIT'Y LtNI&.
&. 6fL T ~ TO .. I' HLOW CifUDe.
~I~___~_--[d--
+ u u u u
(I) I ~ I )( ..' ~,.. ~ IAC:N ....v
...... ....y M.U TO . UIO 6IDI .y ....
IotA,.. _A'__ _A.....
~..IJ A~NT It. i="H(J~~ON ~ONTRuL DETAIL
8' -0.
12.
\
\
S' -0.
s....... ' ~e.
~~ --
= '.. 8- Lt. It r-::
:-;. ,... ' Err
II T - r jJ:;;";;:' lI__III.
- u.. t , 1-11 ..... ,
'-'
~""~
=11- .'....~
" ~..........
II;;. ~,
-......:.,'F ~.....
, ':......:...- ....
1/-
,.... .. lENrR~Y OfSSlPATER
.............. l' ,e" e'!
"" / lo4..CIai. ::""I ~~
'''! I ~~ i:JJ2"
'~'/~ '
TOP
4' -0.
I ' 3' -0. .
8 -...... ' ..... 8-
3~8. ~n=
: ~l '., " ~
II r -lfmLL'mll'.
BOTTOM
T APPERED FLUM.... W /. ENERGY DISSfP A TER
N. T.S.
.,-
.. ,"
l .
if, ~j
.' ,..
.,
'. r . -,-'.
, . ..
,
.
,., \
:' ~
.:/"*;t". ,. '..
'~,r'f~'
41..
, ....
8" x16" CONC.
FOOTING WITH
(2) 15 BARS
.'
LINTEL COURSE
WITH (1) 15 BAR
12'
r
~I
,
ii
. ,
: 1-.
..
'f :
~~
..
b
....
. ..., '.' ..' . .. .
~ FILLED ~E~L' (';yp')J
A
f
iii
..
FILLED CELL
WITH (1) #5 BAR
AS SHOWN
. .
.
o
I
~
, .
...
" t
"
!
. .
. .
.
..~
Ii'
a
. ..
~
. .
~~
. .
~~ ~"CONC. SLAB WITH
'! ,. . 6x6: 10/1 OW. W.M.
.,.,.
.
~~
:. . ~.~ '. .~' "'. '
" ~~.,." " ' .
I..'., .,.;,
6' CHAIN LINK GATES W/ SLATES
ATTACHED TO FENCE POSTS W/
STANDARD GA TE HINGE
.DUMPSTER ENCLQSURLDET AILS
SECTION "A"
.
n~
D1RUDI:D ~ QIII . ..
~~~=~L~~
'. ' "...~..:IHI
, \.--..... '. :.
'. , . . , .~,.,II
...11 ..1
. ~
.\ '
.-:(j'..!;;
'f" '...~;7 ",
f~1RUDED CURB DET~
,.
.,
HORIZONTAL Be VERTICAL SEPARATION REQUIREMENTS
POTABLE WA TER
HaRtZ. VERT.
S.IIfTARY SEWER
(GRAVITY Ie r....)
HOR'Z. VERT.
RECLA'WED WATER *
HOR.Z. VERT.
S' e/e
..------------- 18-
3' 0/0
~
STOR.. SEWER
HORIZ. VERT.
ACCEPT ABLE
VARIANCES
PROPOSED
UTILITY
POT AILE
WATER
RECLAWEO*
WAT[R
SANITARY
SEWER
- -
10' 18"
10' 18"
s' e/c
--.---------
3' 0/0
5' e;c
~------....----..
3' 0/0
18"
18"
SEE GENERAL
NOTES: NO."
10'
s' c/c
------------
3' 0/0
18"
18"
~
1) THE TAILE ....sam TMI ......U.. SEPARATION REOUlREwtHTS AS
DESCRlIED 1M r.D.f;.I. RULES or THE FLORIDA ADWlNtSTRATION CODE
(".A.C.). THCSE SE'ARAlIOH REOUtREWENTS SHALL APPlY BETWEEN
NEWLY fIROPOStD UTIUTY UNES AND EXlSTINC OR PROPOSEO UTtUTY
UNIS.
* 2) FOR THE PURPOSE OF THIS TAat, RECLAlwtO WATER SfW.L "EAN
UNRlSTICTtD JlUlue ACCESS RCUSlWATER AS DEF'NED BY F.A.C.
t7-ltO.OTHE. TYPeS or REWfWEO WATER ARE CONS'OOtO RAW
SEWAGE AND IEPMA110NS USTtD '01 SANITARY SEWER SHALL ,,_
PLY.
S) ALL .'AlATION DlSTANCb AlE FlOW OUTSIDE or PWE TO OUTSIDE
OF' "" UNlESS 0TIaWISE SPECIFIED. CRITERION PRODUCING
GREATER CLURANCE SHALL IE USED.
· cIC - DENOTES COlTER OF' "PE TO CENTER OF' "PE.
· 0/0 - DtNCmS OUTSfDE 0' PIPE TO OUTS'DE or PIPE.
4) NO WATEI PIPE SHAU. 'AIS THIOUOH OR COWE IN CONTACT WITH
ANY PART Of' A SANtTAIY OR STOR.. WATER WANHOLE OR STRUCT-
URE. ,
5)' ACClPTAILE VAlIANCE':
A. wtIUE HORIZONrAL S. E'AIATION. IS NOT ATTAINABLE,. DUCTIlE
lION HtfM CONCIrf[ EHCASDltNT "UST BE USED FOR . AT
LIAIT ONE Of' TIC PftI. OUCTlL[ IRON OR CONCItET[ EH-
CAIbDT wrr II: tIlED UNTIl ........U.. ClEARANCE IS RE-
GAlHd:
8. .... 1'. .......,.. VERTICAL SEPARATION IS NOT ATTAINAILE
AtcWOSllNOS. '* OHI FULL &.ENGTH OF DUCTIl.[ IRON OR
EHCAIEO,... CDn'UED AT THt POINT or CROSSING. me'AL
SUPPOlT WAY.. IEOUIIED.
C. IF se........,.. ....... or COYER IS NOT WA.NTAlHED. SPECtAL
PROTECTION OIl ,.. WATEIIAL UPGRADE WAY I[ REQUflEO.
') WATER UNE TESTrNG " PIPE SPECS
A. HYDROSTATIC TESTS CONSlmNO OF" PRESSURE TEST AND LEAKAGE
TEST SHALL IE CONDUCTED ON AU NEWLY-.NSTALLtO WATER
DlSTRlIUTION SYSTEW PIESSURE PIPES AND APPURTENANCES. THE
TESTS SHALL IE IN Acc;oROANCE WlLTH THE PROVISIONS OF AWWA
ClOG FOR OUCTILE lION AND AWWA CI05 FOR PVC PIPING.
I. DISINFECTION or THE WATER DISTRIBUTION SYSTEW SHALL IE
PERF'ORWED IN ACCORDANCE WITH AWWA C151 - DISINFECTING
WATER WAINI.
C. ALL PVC PI" MUST lEAR THE NSF' LOGO. PVC PIPE ... AND LESS.
WILL IE SOI-21, P.SSURE CLASS 200 Oft EQUAL flVC PIPES
GREATER THAN 4. WlU IE C-IOO, OR-1.. PRESS. C\.ASS 200 OR
EOUAL (ASTW 02241 OR SCHEDULE .to OR 10 ASnt. 01715). ,._ a-
DUCTILE IRON PIft! WILL IE CLASS 50. PRESS. CLAn 110 OR EQUAL.
C. ALL WATER WAIN "",NOS TO IE MECHANICAL JOINTS CONFORWIHQ TO
AHSt/AWWA A21.11/C1t1.
UTILITY PlfE". MIHlMUM SEPARA liON &. SPECIFICATION REQUIREMENTS
" ., :
.
~
&AI
Q. ~
~ f J
sill
~ ..
~ iii "
i ..1 ~ i
~~-~I
e~~og
;
; II!
~
1= .. i
~ :s ;.
&: B:: po,
Q Q !=
Q ~ ~
~ U I:i;
;:
=
:c ~
.., ...
~
~~
~~
2:a
2::W
88
cnrn
e",e",
~ % ~
~ ~ ;
~~5
z:z:
liii
Ca..Ca..
00
~~
00
~
Q) ........
O)f'o-
........N~
" ~.!;
N-C
~om
~U ~,
~ Cj Ii
z~l!
~ 0:: ....--:
U WN~
~WI~,
. ..~ ~l'.i '
~ C-' IE
<r::Z.
W~
~
~ ~
a:::
lLJC/)
t-~
Z<(
lLJt-
UlLJ
-10
<(Z
t-<(
lLJ...w
a:::.a..
Vi -.lLJ
. <:.!) t-
~V;
a:::
a..c
C/) a:::
<(
a:::C
lLJZ
t-<(
Zt-
3EC/)
-
. ,~.~ ..
~.J~
.
., ~ --THOMAS H. SICD. TON. P.I:.
I V SlATE (# FlORIDA
R[G. NO. 42752
PILIlWm UTTR-Mt
FILl , 88200
HZT:8
OF: 8
1
If
.
GOLFSIDE VILLAS WINTER SPRINGS FLORIDA PG 1
GOLFSIDE VILLAS P 2
GOLFSIDE VILLAS P 3
GOLFSIDE VILLAS P 4
GOLFSIDE VILLAS P 5