HomeMy WebLinkAbout2000 02 28 Regular A Final Engineering for Eckerd Drug Store
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COMMISSION AGENDA
ITEM A
Consent
Information
Public Hearine
Regular XX
February 28. 2000
Meeting
MGR. P-- IDerf,-
REQUEST: Community Development Department, Land Development Division, presents to
the Commission, for their action, the recommendation of the Planning and Zoning
Board as it relates to the Final Engineering for Eckerd Drug Store.
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 Eckerd Drug Store. The proposed drug store is
located on the northwest side of the intersection of SR 419 and SR 434.
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, review 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 as a site
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February 28,2000
REGULAR AGENDA ITEM A
Page 2
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 of land 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 content 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.
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February 28,2000
REGULAR AGENDA ITEM A
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),
(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 rrummum:
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 under drains; 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.
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February 28,2000
REGULAR AGENDA ITEM A
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 (1) 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 city
commission within thirty (30) days after receipt by the city of the complete plan
with all supporting data required by this chapter.
February 28, 2000
REGULAR AGENDA ITEM A
Page 5
S.R. 434 CORRIDOR VISION PLAN, New Development Area
CHRONOLOGY:
July 6, 1999 - Pre-Application meeting with Staff
July 9, 1999 - Conceptual Plan presented to Planning and Zoning
Board
August 23, 1999 - Conceptual Plan presented to Commission
September 1, 1999 - Final Engineering submitted
October 7, 1999 - Variance requests presented to the Board of Adjustment
November 22, 1999 - Commission approved variance requests
February 16,2000 - Development Review Committee convened
February 16, 2000 - Planning and Zoning Board convened
FINDINGS:
1) Variances were granted to Sections 454(d)(4) and (6) and to Section
20-457(12) or the SR 434 Corridor Vision Plan, New Development Area.
The developer now wants to switch the Eckerd sign from the right elevation
to the left elevation. This request does not add to the signage size,
2) According to the Endangered Species Survey conducted by Andreyev
Engineering, Inc., it was estimated that approximately five (5) gopher tortoises
currently occupy and utilize the habitat on this site at this time.
3) The planter shown in the front of the building must be moved from forward
of the sidewalk to be adjacent to the building (this has been revised).
4) The developer has shown two (2) parking bays to be in excess often (10)
parking spaces. This is contrary to Section 20-452(14)(b) of the SR 434 Corridor
Vision Plan, New Development Area and will require a variance which only the
Commission can approve.
February 28,2000
REGULAR AGENDA ITEM A
Page 6
5) The concern of Kimberley Hall as it relates to the thrust restraint shop
drawing has been addressed.
6) The approved waivers must be memorialized in an agreement prior to plan
approval.
RECOMMENDA TION:
The recommendation of the Planning and Zoning Board is: "to approve the final
engineering plans for the Eckerd's site at the intersection of the Sanford Oviedo
and Sanford split, 419, 434 corner. My motion is to recommend approval subject
to a Developer's Agreement containing the language previously discussed by Mr.
Carrington, to wit, they get city waiver of Section 20-452(14)(b) dealing with the
ten continuous parking spaces unbroken by a landscaped island, furthermore, that
they get a permit for the Florida Fish and Wildlife Commission dealing with any
tortoises, whatever the number is, and the relocation or other disposition of same;
the planter requirements which have already been submitted to us in a drawing
tonight, to show that they are up against the building. Of course, understand that
there will be some language in there about the off site roadways and drainage
easement documentation with scale drawings from the surveyor showing the
location that the City Engineer, Mr. Jenkins, has addressed. I am not sure where
the thrust restraint shop drawing is that Mr. LeBlanc mentions but that it be made
addressed to the City of Winter Springs as opposed to Seminole County; that we
get the reimbursement or compensation for the replacement of the 300 and some
trees ($25,500.00). I hope I have covered five waivers, whatever was mentioned
by Mr. Carrignton - that is my motionll.
ATTACHMENTS:
A - S.R. 434 Corridor Vision Plan, New Development Area
B - Elevation showing location of proposed "ECKERD" being changed from
the right elevation to the left elevation of the building
C - Development Review Committee minutes with attachments (dated
January 16, 2000)
February 28,2000
REGULAR AGENDA ITEM A
Page 7
D - Planning and Zoning Board Meeting Minutes (dated
February 16, 2000)
E - Proposed Developer's Commitment Agreement
F - Final Engineering Plans
COMMISSION ACTION:
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ATTACHMENT A
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CITY OF WINTER SPRINGS
S.R. 434 CORRIDOR
VISION PLAN.
NEW DEVELOPMENT
AREA
Revised per City Commission meeting
November 24, 1997
December I, 1997
New Development Area
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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
In ten t.
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 of this 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 DEVELOPMENT 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) with exclusion(s) indicated in Ordinance 675.
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.
December I, 1997
New Development Area
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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 determine its front for
the purpose of establishing yard requirements.
(3) On corner lots, the front yard shall he 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. Steps and walks.
b. Landscaping and landscape berms.
c. Planters three (3) feet in height or less, or
d. 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 normal 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 information 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 normal setbacks is beneficial to the corridor and will
not adversely affect adjacent property owners.
December I, 1997
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New Development Area
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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 determining 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-streef"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, 316.1956, 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 permitted unless there is a joint access drive, in
which case two (2) may be permitted. If a site has more than two hundred (200) feet of
frontage on a right-of-way, F.D.O.T permit 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 joint 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
December I, 1997
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New Development Area
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system of multi-purpose walkways connecting buildings, common open spaces, recreation
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 the 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 within
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 oflime 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, and reclaimed water shall be used 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
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New Development Area
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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 ofa 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 comer 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 ofintersection; 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.
December 1, 1997
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New Development Area
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(11) 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.. Berms shall not be
used where coverage conflicts with existing vegetation. This screening requirement may be
combined with other requirements within the landscape easement. Berm slopes shall vary in
order to provide visual interest; however, the maximum slope shall be 3: 1. The berms shall
be completely covered with grass or other living landscape materials. A berm 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 prbperties 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 abutting 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 (12) months
under normal 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.
(14) 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:
December I. 1997
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New Development Area
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a. Parking areas shall include landscaped curbed islands at the ends of each row of
parking. These islands shall be a minimum often (10) feet wide and as deep as the
combined parking space(s) plus median, ifany, and shall include at least one (1)
canopy tree.
b. Each parking bay shall have no more than ten (10) 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 often (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 offive (5) feet oflandscaped area
shall be maintained. Loading areas may be permitted along the rear or side facade of a
building.
c. For 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 offifty (50%) percent of the 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
December I. 1997
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New Development Area
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enhancing and complementing the architectural character of the structure.
(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 dripline 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
ButTers and Walls.
(a) Buffers: A minimum fifteen (15) 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.
(1) 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
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New Development Area
and one-half(2.5") inch (dbh) caliper and overall height often to twelve (10' - 12') feet
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 offour (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 permitted 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 barriers, 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 propertie~ or a street right-of-way.
(a) Ground Mounted Multi-Tenant or Project Identification Sign: For each multi-tenant
development under separate ownership, one (1) wide-based monument style, permanent sign
with landscaped base identitying the name of the development and businesses within the
December I, 1997
9
New Development Area
development shall be permitted. For developments with five hundred (500) feet of frontage
or more on a major road, one (1) 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 numeralslletters 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
12 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 (100) front feet and a minimum area often thousand (10,000) square
feet.
(b) Ground Mounted Single-Tenant Identification Sign: One (1) wide-based monument style,
December I, 1997
10
New Development Area
J
permanent project identification sign shall be permitted per single-tenant parcel. One
additional permanent wide-based monument style project identification sign may be
permitted for parcels in excess of one (1) 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, firm, company, corporationor major enterprise
occupying the premises.
(2) Shall be located no closer than fifteen (15) 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, format 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, firm, company, corporation or major enterprise
occupying the premises.
(2) The sign(s) shall be clearly integrated with the architecture 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 roof or exceed a height of 14 feet.
(4) Wall signs shall display only one (1) surface and shall not be mounted more than six
(6) inches from any wall.
December I, 1997
11
New Development Area
(5) When more than one (1) tenant sign is used on one (1) building, all tenant signage shall
be consistent in size, materials, and placement.
(6) The maximum size of sign letters and logos, including any sign backgrounds, .shall be
twenty-four (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 without separate exterior tenant entrances, one wall sign not
exceeding two (2) square feet shall be permitted identifying each individual tenant. The
sign shall be located adjacent te 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
Dccembcr 1. 1997
12
New Dcvelopment Area
:1
(e) Additional SignsNariances: Under special circumstances, such as for parcels on comer 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 aldminum 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 15 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
incorporated with such a display. The total area of all window signs,
December 1,1997
13
New Development Area
I]
shall not exceed twenty (20%) percent of the window glass area to be calculated separately
for each separate storefront. Window signs shall count against total allowable copy area if
they are permanently attached.
G) Construction Signs: One (1) 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 (1) 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 ofa single face shall not exceed thirty-two
(32) square feet.
(6) Marketing signage may be incorporated within the construction signage, 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 1,1997
14
New Development Area
(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 othei'wise 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 ofa
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) Permanent Flags: Only project flags or governmental flags shall be permitted in
conformance with the following standards:'
(1) One (1) flagpole and one (1) flag may be permitted per parcels of two (2) acres or
more.
December I, 1997
15
New Development Area
(2) The maximum width from top to bottom of any flag shall be twenty (20%) percent of
the total distance of the flag pole.
(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 information 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) Permits 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 permit 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 term 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
$ 3,001 - $ 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
December 1. 1997
16
New Development Area
,t
(3) years shall file with the City within one (1) year from the effective date of these
design standards, a statement setting forth the cost and date of the most recent
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 render.ed 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 transformers 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 of joint 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 entire length of each block served to provide for
driveway separation (consistent with the F.D.O.T. 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.
Dccembcr I, 1997
17
Ncw Devclopment Arca
(3) Stub-outs and other design features to make it visually obvious that the abutting
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 eiiminated after construction ofthe joint-use driveway.
(3) Record a joint 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 of Transportation (FDOT) has established minimum spacing
requirements for the GreeneWay (S.R. 417) Interchange Area.
Sec. 20-457
Building and Screening Design Guidelines
(1) Projects shall use materials consistent with materials used in the area. Acceptable materials
include stucco, slit-faced or decorative concrete block, reinforced concrete with tile, and
December 1, 1997
18
New Development Area
. )
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.
(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 (1)
foot above the object to be screened. Iflandscaping 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. Ifbuilding materials are utilized, such material
shall be consistent with the architectural design of the principal structures.
(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 conform to the architectural, signage, 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 appropliate to promote pedestrian activity.
December 1. 1997
19
New Development Area
(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 front 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 terms 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 ordinance, including building
or perimeter setbacks, parking standards, signage, and other standards. If an 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 chara.cteristics 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 Revi(~w 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. The Design Review Board shall
review and make a recommendation regarding any proposed Development Agreement pursuant to
Section 20-458 of this Code.
Decembcr 1,1997
20
Ncw Development Area
C'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 "MarketinglReal Estate Sign" in place of the current definition of
UReal 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.
December 1. 1997
21
New Development !\rea
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hcdcrz. hcLL-c
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Note: Pb.nt list subject to :tdmininr:lCivc :tmendmcnr from time to time..
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RICOM?'-CCi'il) ED TREi: P.1.LLIT
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C.-'\.N 0 P Y TREES
i\-1I.\l?v llJiY { BIlG
B:T
COiY.GYION NA1vrE B OTA1'ITCAL NAlva: RE Q DTRED
Live Oak Querrns Vu-gini2l1a 10"-12"
LaurclOak Quercus laurifol.ia 12'
Sycamore P 12.0 twUS occi d en t2lis 12'
Red 7:vfaole Accr rubrum 12'
S w~tgum Liquidambar srynciflua 12'
OTHER LARGE TREES -,..( -.
iY .ffi'f.l?rIUi.YI REI GRT
COi'YliYION NAiVlI BOTANICAL ijA.J.-VrE REQUlRED
Tulip Poplar Liriodendron tuupifera 12'
Bald Cypress T 2.Xodium distichum 12'
P inc:s Pinus spp. 12'
Southern Magnolia iv12.gnolia grwdillol2. 12'
)ivcr B lrch Bc:ula nigra 12'
~
iY.cEDIUiYi TREES
BIIGHT
COrvIiYiON NA..1.-VIE BOTANICAL NA.J.-VrE REQUIRED
American Holly lIc.."'C opaca la'
DahoOQ Holly TIex C2.SSine 10'
East: Palatka Holly lIex opaca 'East Palatka' la'
Golden Rain Tre:: KodrOltc:..-ia formosana 10'
Swc=t Bay M2.gnolia vU-gini2Ila 10'
Loblolly Bay Gordooia lasianrhus la'
Drake Elm Ulmus parvifolia sc:npc:rvi.rons
'Drake' 10'
Wmgcd Elm Ulmus alata 10'
Cherry Laurel Prunus caroliniana 10'
We::ping Willow S alix babylooica la'
SiYIALL TREES
HElGET
CO i'rl::iv{ 0 l'f N Ai\- IE BOTANICAL NAi'rCE RE Q U1RED
~?'-, Mynlc MyriCl ccrifcra S'
. rc:: Lisuslrum Lisuslrum japonicum 3'
[ )
~..
CrJ.pc :'v(:,,,k
Ywpon Holly
Cruck2.S2.W Plum
Flowering Dogwood
Redbud
Tabeouia
(/..Jso !_. luciOt;.-;,)
i 2.r. us,orcr.1i2. indiCJ
- :J
ilo: vor.lJlOnJ.
prunus 2.njusdoli2.
Cornus Dorida \
C ercis can ad cnsis
Tabebuia spp.
S.
S'
S'
S'
S'
S'
A C CENT P ALyIS
COiY.G.HON NA..i'y[[
BOTAi'fICA.L NA..t'vIT
EIIGHT
REQ UJRED
Canary Isimd Date Palm
Washington Palm
Pindo Palm
Cabbage Palm
Phoenix canariensis
\V ashin gto nia robuS12.
Butia capir.ar..a
Saba! palm - ,.<.:
5'
5'
5'
6'
Pruning of rre::s shill be allowed [0 mz.intain appropriate cle2J"2.Dce for acc.::::ss 2nd minor pruning
shall be allowed to promote hc:21thy growth;, The inient is [0 allow cre~ to achieve 2. natllRl tre~
canopy.
Note: Plant list subj ect to administr:ltive amendment from time to time..
j
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STATE ROAD 434 CORRIDOR VISION PLAN
NEW DEVELOPMENT AREA
we . J(SV"
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VILLAGE OVERLAY DISTRlCT
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October 20. 1997
, .'
ATTACHMENT B
/'?'~~
--.-------
ECKERD #3843
WINTER SPRINGS, Fl
.eRO~OSAl TO RELOCATE elEMENT
TO lEFT elEVATION
SQUARE FOOTAGE
FRONT ElEVATION 35.1
REAR ELEVATION 5.:
lEFT ElEVATION J 1
RIGHT elEVATION
rorAL Sa. FOOTAOE 7UI
25.,0'
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~III BELL SIGNS, INC.
RIGHT ELEVATION -FACES sf?. 4! ~
1200 BEll AVE, PANAMA CITY, FL 32401 PHONE 850.783.7982 FAX. 850.872.8584
~L Underwriters'
\::.Y la~~~~..!ories Inc."
CUSTOMER APPROVAL
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ECKERD DRUG
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SCALE:
3/64" = 1'-0"
lMIS 13 AN OAIG/tML IJNPUO(JSMfD DRAW/t'D CPUTt:D 6.(
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ATTACHMENT C
February 16, 2000
To:
Community Development Director
Staff ~
Land Development Coordinat~
From:
Re:
Development Review Committee
Final Engineering, Eckerd Drug Store
The above referenced Development Review Committee convened on February 16,2000 to
consider the final engineering for Eckerd Drug Store.
Buchanan and Fike represented the project. Staff members present were Carrington, Cook,
Dallas, Grimms, Hall, Houck, Jenkins, LeBlanc, Pula and Tolleson.
Please see attached Staff comments.
Motion to approve by Houck - seconded by Tolleson. All voted aye.
cc: Land Development Status Report
Se~t by: CONKLIN PORTER AND HOLMES
To~ KIP LOCKCUFF
407 648 1036;
At: 4073276695
02/04/00 11 :15; ~#675;Page 1/1
February 2. 2000
CPH Engin$erc. 'nc.
1117 E Robinson St.. Sune C
0rIancl0. FL 32801
Pnone (407) 425-0452
Fax: (407) 648-1036
WNW.CC>hengill~s.CQm
Don leBlanc
City of Winter Springs
1126 East S.R. 434
Winter Springs, Florida
32708
RE: Traffic Analysis
Eckerd @ SR 434/SR 419
CPH Project No. W0403.1O
Gentlemen:
As requested, we have reviewed the Traffic Impact Analysis for the Eckerd Drugstore at SR 434
and SR 419 as prepared by Traffic PlalUling and Design. Inc., dated September. 1999. We find
me report to be acceptable and in accordance with standard engineering procedures. We do not
have any comments concerning the infonnarion contained therein.
If you have any questions, please call.
Sincerely,
CPH ENGINEERS. INC.
~-:k~
TerZ- ~u:;, P.E., DEE
Executive Vice Presideot
SANFORD . Of:lLANDO . DELANO . PALM CI TY . CAPE CORAL . JACKSQNVIl.U:
MEMO FOR RECORD
February 4, 2000
From: Land Development coordina~
Re: Eckerd Drug Store
Revised Engineering
I have reviewed the above referenced revised engineering for the proposed Eckerd Drug Store
and offer the below listed comment:
1) Prior to Commission approval of these plans, the developer must receive, from the
Commission, a waiver to Section 20-452(14)(b) which will allow more than ten (10)
continuous parking spaces unbroken by a landscaped island. The plans, as submitted,
do not meet code requirements.
2) According to the Endangered Species Survey conducted by Andreyev Engineering,
Inc., it was estimated that approximately five (5) gopher tortoises currently occupy and
utilize the habitat on this site at this time. Prior to any clearing, proof (permit from The
Florida Fish and Wildlife Commission) of the method of dealing with the tortoises must
be furnished to the City.
3) The arborist will address the 3' planters required.
4) Again, the approved waivers to date must be memorialized in an agreement prior to
plan approval.
cc: City Manager
Staff
Design Service Group, Inc. (FAX 407-260-0478)
*
.
srI
7 Feb 00
Don LaBlanc
Land Development Coordinator
1000 East SR 434
Winter Springs, Florida 32708
Re: Eckerds NewFacility
419/434 Intersection
Don
Pursuant to our recent discussions and our review of the revised landscape plans in your office on Friday 4
Feb 00 it appears with the addition of the second community courtyard on the north side of the site, that the
plans have been revised to meet the intent ofth'e development agreement.
In our opinion the landscape planter along the east side of the building should be moved away from the
parking lot edge and up against the building to avoid vehicular damage to the plant material.
You should also confirm a conversation we had with the landscape architect that the issue of more than 10
parking spaces was discussed during the engineering review and the City agreed to accept this in lieu of
destroying a fairly large cluster of existing trees.
In closing it looks like the developer is working well with the City and we look forward to seeing what
final building improvements are being proposed as well as what intersection paving, signage, and
signalization improvements are being proposed.
Please feel free to contact us if you have any questions and we trust this landscape plan recommendation of
approval will satisfy your recent request for our opinion.
1!Z
Q I \
\ " /"'. - - 'N\.\. 7~\~
o \J\\ '"'\' ~
Q..E)R'EC'€">~
. Slarmer Ranaldi Planning and Architecture Inc. AA-002984
890 Northern Way Suile E- t Winter Springs. Florida 32708 Phone 407 977 1080 Pax 407 977 1019
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708
Telephone (407) 327-1800
February 7, 2000
Ronald Henson, II, P.E.
Design Service Group, Inc.
362A South Grant Street
Longwood, FL 32750
RE: Eckerd Drug Store, Proposed, SR-419 & SR-434
Documentation Received February 2, 2000
Dear Mr. Henson:
The subject documents were reviewed, and combined with information from our meeting recently.
There did not appear to be any conflicts with City Code. I recommend this project be forwarded to
the next step in the review/approval process with one exception.
The off-site roadway and drainage ea.sement documentation, with scaled drawings from the
surveyor that clearly show the location of these easements, have not been received or reviewed by
this office. They must show the auxiliary roads and swale/ponds. All off-site storm piping must
be within a drainage easement. I do not recommend delaying the approval process of this project
while I wait to receive these missing easement documents, BUT I will not schedule a pre-
construction meeting until these documents have been received, reviewed and found acceptable.
Please note there is no clearing or grubbing of the site until AFTER the pre-construction meeting.
This is a State and City regulation.
If you have any questions, please feel free to give me a call at (407) 327-5976. Thank you.
41;;L~~
Mark L. Jenkins, P.E.
City Engineer
cc: City Manager
CJmmunity Development Director, Charles Carrington
vtand Development Coordinator, Don LeBlanc
Ron Henson, FAX# 260-0478
Donald LeBlanc
From:
Sent:
To:
Subject:
Kimberley Hall
Wednesday, February 09, 20004:08 PM
Donald LeBlanc
Eckerd and ws executive park
Don-
I have no comments for the Winter Springs Executive Park.
For the Eckerd Drugs site the only comment I have is that the thrust restraint shop drawing should be submitted to the
City of Winter Springs, not Seminole County (I am o.k. if they make this change by hand).
As a general question for Eckerd Drugs - on sheet 3 of 14, should there be crosswalks at the two access drives along SR
434?
-kim
WINTER SPRINGS POLICE DEPARTMENT
M E M 0 RAN DUM
TO:
FROM:
Land Development Coordinator
Glenn Tolleson, Commander Technical Services Bureau Y
Wednesday, February 09,2000
DATE:
SUBJECT: Eckard Drug Stroe
REF #:
Revised Engineering
I have no further comments. FOOT requirements must be approved for final approval.
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
Code Enforcement
MEMORANDUM
DATE:
February 10, 2000
TO:
Don LeBlanc, Land Development Coordinator
Jimette Cook, Code Enforcement Managet~=f)J
Eckerd Drugs Project
FROM:
RE:
I have reviewed the submitted plans and offtlr the following;
1. The plans do not indicate a landscaped island between every 10 parking spaces.
2. The planter along the 434 side of the building must be adjacent to the building wall to meel
standards.
3. The tree count supplied on the plans sealed Jan. 31, 2000 show 425 trees to be removed, and 94
trees installed, leaving a balance of 331 trees to be monetarily replaced. We can give
consideration for using some native species and for leaving some existing natural plantings. This
will require a monelary replacement for 300 trees at $85.00 per tree. There is no provision to
defray the replacement of trees removed along off-site work areas to future users of the out-
parcels.
4. Some of the trces planned to remain appear to be very close to where clearing will occur. No
work is to be done within llle dripline of any tree. Please conlact this office for additional tree
removal permits if. during lllC construction process, a tree must be removed that was planned to be
saved.
MEMORANDUM
To: Don LeBlanc, Land Development Coordinator
From: Robert E. Dallas, Fire Marshal
Date: February 14, 2000
Subject: Revised, Revised Engineering Plans, Eckerd Drug Store
Fire Department personnel have reviewed the above noted project and have no
objections to the plans as currently submitted.
No additional comments are required at this time.
-/f! F: if?~
R. E. Dallas
Fire Marshal
. .
Memorandum
To:
CC:
From: Don Houck, Building Official
Date: 02/16/00
Re: Eckerds Final Engineering
Don LeBlanc, Land Development Coordinator
o~
No further comments.
1
ATTACHMENT D
-,
CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARD/LP A
SPECIAL MEETING
FEBRUARY 16,2000
I. CALL TO ORDER
The Planning And Zoning BoardILPA Special Meeting was called to order Wednesday,
February 16, 2000, at 7:00 p.m. by Chairman Carl Stephens, Jr., 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
Chaim1an Carl Stephens, Jr., present
Vice Chainnan Marc Clinch, present
Tom Brown, absent
Bill Fernandez, present
Rosanne Karr, present
..
Also Present
Mr. Charles Carrington, AlCP, Community Development Director
Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator
II. SPECIAL AGENDA
Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator asked if the
Board would be interested in hearing Agenda Item "B", Lamoureux Rezoning (REZ-l-
2000) prior to Item "A", Eckerd Drug Store at S.R. 419 and 434, Revised Final
Engineering Plans and Landscape Plan. The Board agreed to this.
Mr. Grimms then introduced Ms. Sue Cook, Community Development Department
Administrative Secretary who was assisting with the recording of tonight's meeting.
.:. .:. AGENDA NOTE: THE FOLLOWING TWO (2) AGENDA ITEMS WERE
HEARD IN THE FOLLOWING ORDER. .:. .:.
B. Lamoureaux Rezoning (REZ-1-2000)
Mr. Grimms first noted the location of the Lamoureux property as east of Beltway; on the
north side of State Road 434; on the west side of the entrance to Battle Ridge, and east of
the Wofford! Slappey Property and the Winter Springs Executive Park Development. Mr.
Grimms further explained that the applicant, Mr. Robert Lamoureux is requesting a
change of Zoning Map designation from County "A-I" "Agriculture" to the City's "C-l"
"Neighborhood Commercial".
CITY OF WINTER SPRINGS
MINUTES
"LANNING AND ZONING 1l0ARD/U'A
SI'ECI/\L MEETING - FEI3RUAI~Y 16.2000
"AGio 2 OF 5
Discussion followed regarding the applicant's reasons for rezoning; that the acreage was
approximately 2.5 acres; the general location of the parcel; zoning designation; other
nearby parcels; the proposed zoning and compatibility issues; impact concerns on
surrounding properties; buffering; the applicant's willingness to abide with existing
development and aesthetic standards; and traffic impact issues on State Road 434. Mr.
Grimms added that Staff recommends the Planning and Zoning Board make the
following recommendation to the City Commission: "That the City Commission approve
the request for rezoning from Mr. Robert Lamoureux of the 2.5 acre parcel from County
zoning designation' A-I' 'Agriculture' to City zoning designation 'C-l' 'Neighborhood
Commercial'" .
Site specific change of zoning; specific findings of fact in recommendations and
conclusions; clarification of zoning designations; plot plans depicting the zoning of
various surrounding properties was also discussed.
Matters dealing with Attachment "B" (of the Agenda Packet) submitted by Action
Enterprise Used Cars; the applicant's future ownership of the property; pending
agreements with the City; whether the applicant was willing to enter into a recordable
document (i.e., Developer's Agreement; Quit Claim Deed; or an Ordinance) covering the
subject property as advised by City Attorney Anthony Garganese; and other property
owners were next discussed.
Board Member Bill Fernandez spoke of the Town Center Overlay Zoning District;
Schrimsher Properties; the executing and recordation of a Quit Claim Deed; and
encumbrances and restrictions.
Further discussion ensued concerning the executing of a recordable document; the
Ordinance extending the Overlay Zoning District; and related Ordinance concerns.
Mr. Robert Lamoureux: as the property owner, addressed the Board and spoke of the
possibility of selling his property. Mr. Lamoureaux also asked for clarification on the
guidelines of new ordinances and the recording of the document.
Mr. Grimms then informed the Board of future dates for readings and related adoptions of
the proposed Small Scale Comprehensive Plan Amendments; in addition to rezoning
designations.
MOTION BY BOARD MEMBER FERNANDEZ. "I WOULD LIKE TO MOVE
THAT WE RECOMMEND TO THE CITY COMMISSION - APPROVE THE
REQUEST FOR REZONING OF THE 2.5 ACRE PARCEL FROM COUNTY
ZONING DESIGNATION 'A-l ' 'AGRICULTURE' TO CITY ZONING
DESIGNATION 'C-l' 'NEIGHBORHOOD COMMERCIAL' BASED ON
STAFF'S REPORT, AND IN PARTICULAR, FINDINGS UNDER ROMAN
CITY OF \VINTEI~ SPIUNGS
MINUTES
PLANNING AND 7,ONING BOARD/LPA
SPECIAL MEETING - FElJRUAI~Y 16.2000
PAGEJOF5
NUMERAL THREE, ONE, TWO, THREE, FOUR, FIVE OF THOSE FINDINGS
TOGETHER WITH THE FURTHER RECOMMENDATION, WITH THE
APPLICANT'S VERBAL CONSENT AND AGREEMENT THAT HE EXECUTE
EITHER A QUIT CLAIM DEED CONT AINING RESTRICTIONS OR
ENCUMBRANCES THAT IS IN RECORDABLE FORMAT, THAT IS
WITNESSED AND NOTARIZED, TO BE GIVEN TO, THE LAND
DEVELOPMENT COORDINATOR, OR MR. GRIMMS, OR THE CITY
CLERK'S OFFICE, TO BE HELD CONTAINING LANGUAGE THAT
INDICATES HIS WILLINGNESS TO ACCEPT THE STATE ROAD 434
CORRIDOR NEW DEVELOPMENT OVERLAY ZONING DISTRICT
ORDINANCE AND ZONING ON HIS PARTICULAR PROPERTY. THAT
DOCUMENT TO BE HELD BY THE CITY UNTIL SUCH TIME AS EITHER,
THE CITY PASSES ITS' ORDINANCE AND/OR HE ATTEMPTS TO SELL THE
PROPERTY BEFORE THE ORDINANCE IS PASSED. THAT'S MY MOTION."
SECONDED BY BOARD MEMBER ROSANNE KARR. DISCUSSION.
~
VOTE:
MARC CLINCH: AYE
BILL FERNANDEZ: AYE
ROSANNE KARR: AYE
CARL STEPHENS, JR.: AYE
MOTION CARRIED.
A. Eckerd Drug Stores at S.R. 419 and 434
Revised Final Engineering Plans and Landscape Plan
Mr. Grimms explained to the Board the applicant~s desire to be located in the City; the
commercial establishment of the City; the proposed location of the applicant (State Road
419 at 434); the applicant's compliance to Staff's requests; and the presenting of the
applicant's request to the next City Commission Meeting. Mr. Grimms thanked the
Board for granting a request for this Special Meeting and discussed issues concerning the
Development Review Committee; the applicant's compliance of regulations; and the
Development Review Committee's recommendation to the City Commission.
Mr. Carrington informed the Board of the Developer's request to expedite the approval
process; the recommendation from the Development Review Committee; the Developer's
request for a waiver of Section 20-452(14)(b); an endangered species survey; the planters
along State Road 434; the estimated removal and replacement of 331 trees; the remaining
tree dripline; scheduling a pre-construction meeting; clearing and grubbing; any and all
waivers being memorialized into an agreement; approval by the City Commission at the
time of final plan approval; and an agreement currently being reviewed by City Attorney
Anthony A. Garganese.
CITY OF WINTER SPRINGS
MINUTES
I'LANNING AND ZONING 1l0AIW/LI'A
SPECIAL MEETING - FEBRUARY 16.2000
"AGE 4 OF 5
Mr. Carrington then introduced the developer's representative, Mr. Robert Fike, to the
Board.
The Board discussed with Mr. Carrington the procedure for monies collected from the
trees to be removed; a traffic study; the need for the proposed Eckerd Drugs; retai I
establishments; empty buildings; and the involvement of the Department of
Transportation with the proposed project.
Board Member Fernandez mentioned the ownership of the property; the Arbor
Ordinance; the removal of trees; monies collected for replacements; and gopher tortoises.
Members of the Board further discussed the detailed plans submitted by Ron Henson
Design Service Group, (represented by Mike Buchanan); permitting from the Florida Fish
and Wildlife Commission regarding the gopher tortoises; the design of gate swings and
dumpster enclosures; the mixing of commercial traffic; vehicles using the drive through
area; access of fire trucks; emergency by-pass; the 10- foot radius; a landscape island
waiver request; a request for ten continuous parking spaces; planters; columns; the
sidewalk along State Road 434; ownership and maintenance of the lift station; fencing
and gates; fencing of lift stations maintained by municipalities; lift station telemetry; the
location and number of fire hydrants; slotted drains; concrete aprons; manholes;
comments that have been received from Bill Starmer, a consultant for the City of Winter
Springs; a development agreement; the size of the remaining trees; and root saving grates.
MOTION BY BOARD MEMBER FERNANDEZ. "I WILL MAKE A MOTION
TO APPROVE THE FINAL ENGINEERING PLANS FOR THE ECKERD'S SITE
AT THE INTERSECTION OF THE SANFORD OVIEDO AND SANFORD
LONGWOOD SPLIT, 419, 434 CORNER. MY MOTION IS TO RECOMMEND
APPROV AL SUBJECT TO A DEVELOPER'S AGREEMENT CONTAINING
THE LANGUAGE PREVIOUSLY DISCUSSED BY MR. CARRINGTON TO
WIT, THEY GET CITY WAIVER OF SECTION 20-452.(14)(b) DEALING WITH
THE TEN CONTINUOUS PARKING SPACES UNBROKEN BY A
LANDSCAPED ISLAND. FURTHERMORE, THAT THEY GET A PERMIT
FROM THE FLORIDA FISH AND WILDLIFE COMMISSION DEALING WITH
ANY TORTOISES, WHATEVER THE NUMBER IS, AND THE RELOCATION
OR OTHER DISPOSITION OF SAME; THE PLANTER REQUIREMENTS
WHICH HAVE ALREADY BEEN SUBMITTED TO US IN A DRAWING
TONIGHT, TO SHOW THAT THEY ARE UP AGAINST THE BUILDING. OF
COURSE UNDERSTAND, THAT THERE WILL BE SOME LANGUAGE IN
THERE ABOUT THE OFF SITE ROADWAYS AND DRAINAGE EASEMENT
DOCUMENTATION WITH SCALE DRAWINGS FROM THE SURVEYOR
SHOWING THE LOCATION THAT THE CITY ENGINEER, MR. JENKINS,
HAS ADDRESSED. I AM NOT SURE WHERE THE THRUST RESTRAINT
SHOP DRAWING IS THAT MR. LeBLANC MENTIONS BUT THAT IT BE
MADE ADDRESSED TO THE CITY OF WINTER SPRINGS AS OPPOSED TO
CITY OF \VINTEI~ SPRINGS
MINUTES
PLANNING ANI) ZONING BOARD/U'A
SPECIAL MEETING - FEBRUARY 16.2000
I'AGE50F5
SEMINOLE COUNTY; THAT WE GET THE REIMBURSEMENT OR
COMPENSATION FOR THE REPLACEMENT OF THE 300 AND SOME TREES
($25,500.00). I HOPE I HAVE COVERED FIVE WAIVERS, WHATEVER WAS
MENTIONED BY MR. CARRINGTON - THAT IS MY MOTION", SECONDED
BY BOARD MEMBER MARC CLINCH. DISCUSSION.
VOTE:
BILL FERNANDEZ: AYE
ROSANNE KARR: AYE
CARL STEPHENS, JR.: AYE
MARC CLINCH: AYE
MOTION CARRIED.
Mr. Carrington thanked the Board for holding the Special Meeting; and helping Staff and
the Developer move forward with the proposed project.
;.
III. FUTURE AGENDA ITEMS
Discussion ensued regarding Land Development Regulations; review of different
developments; Parks and Recreation; open spaces; previous Boards; legal review; new
Board Members; new Staff; review of the last draft (Land Development Regulations);
revising of the last draft; extension for the submittal of the EAR (Evaluation and
Appraisal Report) from the Florida Department of Community Affairs; updated maps
showing zoning and annexation changes; Sam Smith Park; and W-2 forms.
IV. ADJOURNMENT
With the consensus of the Board, the meeting was adjoumed at 8:10 p.m.
Minutes Respectfully Submitted By: Tania Haas, Deputy City Clerk
City of Winter Springs
Sue Cook
Community Development Department
City of Winter Springs, Florida
APPROVED:
tJ eL~
CARL STEP ENS, J " CHAIRMAN
PLANNING AND ZONING BOARD/LP A
NOTE: These minutes were approved at the __' 2000 Planning And Zoning Board/I)'A Meeting.
. ,
~
ATTACHMENT E
.
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FROH AHARI. THERIA 3216396690
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ThlS in::t:rumem: prepaz:cd by iil10
af~~~ r~cording re~urn ~o;
DWlg~t D. Saathoff, Esq.
Al~et::nan.. Ser.t:erfi~~ &: Eid,on, E' .p..
25~ South Orange Avenue
Crla~do, Florida 32801
- - .. - - - - - - - - - - - - - - .. - - - {Sf'Ai:f. AaOv( 7i1JS LII<t: fOR rt~COP.~J.,c ~P.IAJ - - - - - - - - - - - - - - - - - - - - -
DEVELOPER'S COl\1M1TM.ENT AGREEMENT
(Eckerd's at Stare Road 434/S~te Road 419)
;.
TIDS DEVELOPER'S COMMITMENT AGREEMENT (U Agreement") made and
entt:red into [his _ day of . by and between the ECK.- WINTER
SFPJNGS 9. INC., a Aorida corporation (hereinafter The "Developer") and (he CITY OF
WINTER SPRINGS. a Florida municipal cOlporatioa (hereinafter the "City~).
~!IN E~ ~EIH:
WHEREAS, Developer owns or controls lands located in the City of Wincer Springs,
Florida more fully described in Exhibit "A ", anached herem and made a part hereof (the
"'Property" );
WHEREAS, Developer intends 10 develop The Propeny for an Eckerd Drug Slore (the
'.Slore'.);
wllElUtAS, in connection with its development of The Property. Pressman & Assodates
(Eckerd Drug Store). on behalf of Developer, applied to the City far a variance ("Variance
Rl.~queSt") from Section 454<d)(4) and (6) of the SR 434 Corridor Vision Plan, New Development
Area. to allow building mounted signage to be located highc:r than 14'. (0 ex.ceed 16 square feet
in copy area, and for the letters to ex.ceed 2' in height. as well as a variance (0 Section 2()-457{12)
to .Illow a drive-mru pickup window to fac~ SR 434 (collectively the "Variance");
WHEREAS. on November 22. 1999 (the .'Hearing") {he City Commission approved of
the Variance conditioned upon DevelO}J(:f entering ioto This Agret."ffienc ro evidence its commiunenr
to include enhanced perimeter landscaping and buffering within the Store; and
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WHEREAS, subsequent to (he Hearing, rhe City and Developer have cleele<:! to address
in this Agreement cenain oth.~r commium."nts, agreements and issues agreed upon by the panies
including. bur not necessarily limited to. architecntral guide-lines for rhe StOre and the consrrncrion
of a mast arm traffic signal at the intersection of SR 434/SR 419.
NOW. THEREFORE, for and in consideration of the mutual undertakings and agreements
herein contained, Developer and City hereby covenam and agree as follOWS:
SECTION 1
SJGl'{ V All-lANCE
The City hereby ac.knowledges its approval of the Variance.
SEmON.2
LA1,,-nSCAPE ENHANCE1\.ffi'IT
2.1 Des~ns and Requi.;~~. Developer has submitted Sire Constructioa Pla.ns
for the Srore prepared by Design Service Group. mc. and approved by the City Commission on
.2000 (-Plans"). The Plans include page 13 of 14 which contain the lan<1scape
plans for the Store ("Landscape Plans"). By irs approval of (be Landscape Plans, the City
Commissiol1 acknowledges Developer's compHance with the require~nt to provide the
landscaping enhancementS and buffering far the Store required by the City Commission at the
Hearing.
2.2 Parking Spaces. In order to save some of the existing trees on the Properry, and
to improve the physical appearance of the Property after it is developed. the City he~by apptoves
of the pans of tbe Plan which provide for more than ten (10) continuous parking spaces in a row.
SECTION 3
ARCffiTECTURAL CONTROlS
The City has requested Developer to de~lign the Store consistent with certain aesthetic
guideline~ which die City believes will assist the City in its goal of making SR 434 a beautiful
gat~ay corridor jf1{o the City of Winter Springs. The aesthetic standards which the Developer
has agreed to adhere to in designing the Store arc as follows:
a.
Use white lettering instead of Eckerd's standard blue lettering.
b.
Eliminate the blue color banc1s around the Store building; providea.
however, that a single 3.5" blue colored band is acceptable to the City.
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c. Provide blue/black barrel rile roof instead. of Eckerd.s usual all blue, metal
roof.
d. Paint the building with an off-whitt color instead of Eckerd's usual while
color.
e. Provide tWO (2) "parle" areas, one wirh benches. a light pole and a prefab.
recircularing fountain, the other with only the benches and a light pole, all
as shown on the Plans,
f. The roof over rhe drive-l:hru facility will be a "hip" roof instead of
Eckcrd"s usual flat roof design.
~~
~i4./SR 419 INTeRSECTION IMPROVEMENTS
4.1 fpOr Peu(linin~. The City has r~quesled Developer. and Developer has elected
to agre~ with City, ro seek FOOT approval TO install a mast arm style traffic signal at the
inrersection of SR 4.34/SR 419. In this regard, Developer shall, at irs sole COSt. undertake to seek
to obtain FOOT approval of its plans for c<..nain intcr$e(rion improvemcuts at SR 434/SR 419
simultaneously wim irs processing of the Plans with the City. Developer has agreed with the
Cit:(s request to seek mOT 10 approve of plans which include cerrain SR 434 beaurification
elements including, but not necessarily limited to, a cross-walk made of brick pavers or ~tamped
concrel:e if approved by FDOT and s mast arm traffic signal. A drawing depicting the design of
the mast ann traffic signal is anached hereto as Exhibit '"B'. and incorporated herein,
4.2 I.asraUarion and Pam:l~. SubjeCt: to FOOT approval. Dcvelopa- shall install the
mast arm traffic signal and brick pavers/stamped concrcte: simultaneously with its installa!ion of
the othler inretsection improvements. Developer's work installing the intersection improvemenrs
shall be in compliance with all applicable governmental permits and approvals. City shall
reimburst" Developer che COSIS charged by Developer to the City (i.e. the COStS of installing the
intersection improvements, plus 20% for Developer"s overhead and profit) fen installing the mast
arm traffic signal and bric~ pavers/stamped concrete. The costs to be paid by the City shall not
exceed $200,000. The City shall tenda its payment [0 Developer within fifteen (15) days of rhe
CitY's receipt of D~veloper's reque~{ for payment. Subject to FOOT approval. Developer's
request for payment shall include a copy ot FDOTs Certificate of Completion. or its t=quivalent.
for the mast ann traffic signal and brick pavers/stamped concrete.
SECTION 5
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Until further written notice by either party. all notices provided for herein shall be in
writing and rransmiued b:f messenger, by certified mail or by [elecopy and shaU be addresSed as
follows:
To [he City:
CITY Of WINTER SPRINGS
Ann: City Manager
1126 East S.R. 434
Winter Springs, Florida 32708
Telecopy: (407) 327-7180
Wilh a copy to:
Amari & Theriac, P.A.
96 Willard Street, Suire 302
Cocoa, Florida 32922
Attention: Anthony A. Gargauese.;'Esquire
Telecopy: (407) 639-6690
To me Dcvc:lopc:r:
Eck-Winrer Springs 9, Inc.
5301 Conroy Road, Suite 180
Orlando, Florida 32811
Attention: Cbarles Whinall. President
Telecopy: (407) 999-9961
Wim a copy to:
Akerman, Semerfin: & Eidson. P.A.
255 South Orange A venue, Suite 1700
Orlando. Florida 32801
Attmtion: Dwight D. Saathoff. Esquire
Tclccopy: (407) 843-6610
All notices provided for herein shall be de-emed to have been ch1ly given upon the delivery
thereof by hand [0 th~ appropriate address as evidenced by a signed receipt for same. or by the
receipt 01' certified, retUrn receipt mail, or by <:ouciec service recc1pt therefor, or by telecopy
tr3JlSmission with receipt confirmation. evidencing delivery of such nOtice.
In the C'vem either party detemU[le!: that the other is in default under this Agreement, tb~
non-defaulting party shall provide written notice which sets forth with specificity the alleged
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bre~ch. Thereafier, me defaulting part)' shall bave thirty (30) days within which to cure the
def~iUl[ and provide wrirren notice {O the non-defauhing party tbat such default has been cured, of
thaI:. the defaulting party has taken aCtiOIls to cure such default and setting forth the anticipated
datt~ 00 which the default shall ha.~ been cured. The cure provisions set forrh in this section shall
be a prerequisite to any action default of this Agreement.
SEcn~
SURVIVAL Of CO~
The rights. privileges. obligations and covenants of Developer and Ciry shall survive {he
completion of the work of Developer with respect to completing any construction or installation
as provided for under the terms of this Agreemem.
~gTION 7
~[SnOVISIONS
7. 1 The parties acknowledge and agree:
a. Attreement Consi$t;e1;l( witlLCQ.nlpl:ebensive Plan. By entering into this
Agreemenr, rhe Ciry COIllIIussion finds this Agreemenr consistent with the
City's Comprehensive Plan.
b. Comp.liance Wim Qther..Laws. The failure of this Agreement to address a
particular permit, condition. term or restriction shall nor relieve Devtlop!r
of the necessity of complying with the law governing said permirring
requirement, condition, [elm or restriction.
7.2 This Agxeemellt may be enforced by the panies to it by bringing action in the Courc
of proper jurisdiction 00 interpret or enforce the plCovisions of this Agreement. Venuc of any such
shall be in Seminole County, Florida.
7.3 This Agreement shall be recorded in the Public Records of Seminole Couney.
Florida and shall be binding on the heirs, assigns or successors to the parties to this Agreement.
7.4 This Agreement supersedes any and all agreements. eitber oral or written. between
the parties hereto and contains aU the cOvenants and agreements between the panies with respec::
[0 (he Property.
7.5 Any modiflcation. amendment or change ofmis Agreement will be effective only
if iT is in writing and signed by both panies.
OIU 3566~;:6
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7.6 If :an)' provision or ponioD ofthc Agreement is declared by any court ofcompetenr
jurisdiction ro b{~ void, unconstlr\lIional, or unenforceable. then all remaining provisions and
pOl1ions of this Agreement shall remain in full force and effect.
IN WITNESS WHEREOF. Developer and City have executed or have caused this
Agreement, with me named Exhibits attached, to be duly executed in several counterparts. each
of which countcrpans shall be considered an ori(~ execUted copy of this Agreement.
WITNESSES
ECK- WINTER SPRINGS 9, INC _ . a Florida.
corporaTion
Print Ndffie:
By:
Charles Whittall. President
Prim Name:
CORPORATE SEAL
Dated:
STATE OF FLORIDA )
) 55:
COUNTY OF )
Sworn (0 and subscribed before me this _ day of . by
Ch.lrles Whin311. President of Eck-WiDter Springs 9. Inc.. a Florida corporation. on behalf of the
corporation_ He/she is personally known to me or has productd (')'1><' ul
idnltiliUII<JQl as idem:ification.
NOT~I\.R.Y PUBLIC, STATE OF FLORIDA
(Prim:, Type or Stamp Comt\llssiooed Nam.: of NOtlltY Public;)
OI03S66:l':G
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WITNESSES:
CITY OF WINTER SPRlNGS. FLORIDA
By:
Prim Name:
Name:
Title:
Prul.l NarDe:
Da.ted:
ST A TE OF FLORIDA )
) 55:
COUNTY OF SEMINOLE )
Sworn 10 and s~bscribed before me this _ day of . by
, as of the City of Winter Springs. Florida.
HeiShe: is personally known to me or has produced (rype ofidcnlificnzion)
as identification.
NOTARY PUBLIC. STATE Of FLORIDA
(Prim. Type or Swnp Commissioned No.mc ofNowy Public)
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Exhibit - A ..
The Property - Eckerd's Site
."'."'.''''''''''1<
Exhibil: .. B"
Mast Arm Traffic Signal
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SKETCH AND DESCRIPTION
(lH1S IS NOT A. SURWY)
l.ECAl. DESCRIPTION (Pm SUR'I[YOR)
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PLAT 'n1E'REa:- AS RECOROEO IN PLAT Boa< 5. p,,~ 9, Of Tl4E Puauc RECOROS
Of' SEN{IlOLE COUN'TY. I'tORIOA. ellllCC "~E PAlmQJl.AAL Y O!St:R1BtD AS fOl..l.OWS:
COUWEHCE A'f T1iE IflTfR5f:CllON OF lHE 'II€ST UNE Of" lOT JI WITH THE: NORll-f
RlCHT-OF"-W"'Y UN!:: ~ STATE ROAD' 4::54 (PER STATe: Of' f\.ORlOA DErARnI(NT
Of TRANSPQIUAnON RIGHT-oF-WAY "AP SEcllON nS80-2JS10 Sl1trr 10); ~Nc:E
RUN N 1;6"34.33- e: A D/STANCt OF" 262..38 Fe:ET TO A POINT OF CURVAT\J1fti: ~ A
CURVE 8ElNG C(>ICA.~ NORfHERt-Y. HAVING A RAOlUS Of 3n6.n FEET. AN
INCUJOED ANGlL Of ono.....-. A CHORD BEARING Of" /II 62'4!";se- I!. It~ 485.34
FttT AL~G lliE;: ,ute OF SAID CURVE TO niE P01IilT OF 8EClHNINCi: niEtlcc:
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Of" 60.11 f"EET: T}{ENCE RUN N 7<."51.01. W.' A DISTANCE oF 151.34 FEET: 'Tlif1'(CC: N
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DlSTAIolCE OF 10.00 FEET: 1l1ENc[ RUN S 71'48'3'" E A OISTAN~ Of" 19G.18 F'EET';
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CURvAT\1fl1!: Of A CURVE CONCAVE SCll.mi~TER~" HAVlNC A RADIUS os:- 50.00
FlIT. All INCLUDED MlClE Of 12471'25., AIIO A CHCRO BEARING Of" S 12'44.]6- E,
RUN 108.~ I"Ef:T ALONG ~ ARC OF SAIO OJRvE TO A POINT. tHENCE 5 4Q,J.1S-
\If A DISTANCE or 4vn I'ttT TO A POINT OF" CUR'lAT\JI'E OF A CURVE CONCA.'YE
NOfrniERLY. H"'flNG A RADIUS OF '710.53 FEET, AN INCUJOtO ANCilf OF" 05"01.03..
AND A CHORD OCAAlNC OF S S2"1,'Jr w. RUN '.11.79 F!!T AL~G l\-lE ARC OF
~A10 CURIo'E TO A POINT 01'" COt.IPOUND c:.\JRVAlURE rF A e:LlR\II! BEINe tmlCA\'E
NORTHERLY, HA\'HC A RADIUS CF J7aS.n FUT, AN INCUJOED ANQ.E OF' 00"l''-2i"",
AND A ().!ORa BEARING S 5U"O,.or W, IfI.lH '5.lIS FEtT AUlNG 1HE ARC Of SAil)
CURVE TO THE I"(lINT or 8EG1NNlNQ.
CONTAlNINC UI1 ~ WORE OR LESS.
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SEE: SHEET' I:lf' 2 FOR SlCETCH
PREPARED BV:
ASSOCIATED (.ANti SUR~Y1NG ck ,..APPINC. INC.
CERl1F1CATE Dr AUT1'10RIZAnO~ La ~7S7
su~ AND MAP~ 'Pol ~SPONSleLE CHARGE:
..hb~~~ ~
n.oAIOo\ REa$Tf:RED ~ AltO W-'PPOI COl'1\11CAlE No. 4770
ANsED - 01 Pf-/CO
OA TE - g /3/99
PIW.IECT NO. 911071J-l
SHEET 2. Of" 2
Associated fund Surveying
k J{a,pping. Inc.
10' ~ 1tCJo1Il). '-1m: 1'0. ~ ~ F\DRlOA 32114
I"Il (i07) lIlIO-oml. fAX (<<17) lIn~u
FEB-23-2000 11:57
3216396690
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ATTACHMENT F
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,
SW CORNEROF.STATEHROADH 434.. STATE ROAD 419
W'[Pd(Q)JJ~Cjj ~(Q)a ~~c(o)~~
INTER SPRINGS
~.
FLORIDA
LEGAL DESCRIPTION
UTiliTIES
VICINITY MAP
PERMITS
INDEX OF SHEETS:
CABLE:
CITY OF WINTER SPRINGS
1126 EAST STA 1E ROAD 434
WINTER SPRINGS, FLORIDA 32708
(407) 327-7577
CONTACT MR. DOUG TAYLOR.
BELL SOUTH
132 COMMERCE WAY
SANFORD, FLORIDA 32771
(407) 327-0447
CONTACT: MR. MARTlN NOSlE
FLORIDA POWER CORPORA 11 ON
2801 WEST STA 1E ROAD 426
OVIEDO. FL 32765
(407) 359-4457
CONTACT: MR. TERRY HOTARD
FLORIDA PUBUC Ul1U11ES
830 W. 6TH STREET
SANFORD, FLORIDA 32771
(407) 322-5733
CONTACT: MR. DAN SCRIBBENS
11ME WARNER COMMUNICA l10NS
844 MAGUIRE ROAD
OCOEE, FLORIDA 34761
(407) 532-8605
CONTACT: MR. MARVIN USRY
PRO.ECT LOCA TlON
CITY OF WINTER SPRINGS
COMMERCIAL REVIEW APPROVAL
ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT
FLORIDA DEPARTMENT OF
ENVIRONMENTAL PROTECTION
(WATER &: SEWER PERMIT)
FLORIDA OEPT OF TRANSPORTATION.
DRIVEWAY &: DRAINAGE PERMIT
1
2
3
4
5
COVER SHEET
EXISTING CONDITIONS &: CLEARING PLAN
SITE GEOMETRY PLAN
PAVING, DRAINAGE &: UTILITY PLAN
SR 434 &: SR 419 DRIVEWAY PLAN
6 OFFSITE UTlUTlES PLAN &: PROFILE
7-8 STANDARD DETAILS
9 WA TER &: SEWER DETAILS
1 Q. LIFT ST A TlONDET Alb~ E
11-12 SPECIFICATIONS ~
13 LANDSCAPE PLAN Em..U 2tlOO
14 IRRIGATION PLAN
"
Lot ~1, ENTZMINGER F'ARMS ADDITION NO. 2. as r<<:ord<<l In Plat Book ~ Page ~ Pub,ic R.cords of SMnlnole County, Florida,
(Len right-of-way for State Road 4J4 as dtn1crIb<<l1n Special Watranty DHd IH~ In Official Record. Book 352. Page 672.
Public Record. of SMnlnole County, Florida.
And LtISS right-of-way far .tate Road 419 glVfJfl to the State of Florida In Official R<<:ords Book 1070. Page ~ Public R<<:orth1
of s.mlnol. Ccunty. Florida, dHcrib<<l a. folloW8:
WATER . SEWER:
Part A
11Iat part of:
Lot 31. ENTZAlINGER F'ARUS ADDITION NO. 2. recorded In Plat 800k .5: Page 9, Public R<<:ords of Sflmlnole County, Florida, being
In Section ~ Townllhlp 20 South, Range .JO Ea.t,
lying (a) within ~O (Ht SoutMrly of the ~te 11M of construction of Stat. Road 419, S<<:tlon 77070. Wutflrly of Station
375+00: (b) within 90 !Ht Southerly of $Old cent.. Ilntl of con.tructlon betw"" Station ~72+00 and MIld Station ~75+00:
AND (c) withIn 50 !Ht Southerly of said ctlf7te 11n. 01 construction b.t_ Station 368+00.16 and .Clld Station 372+00: tKJld
ctJfIt.. 11n. of construction and tKJld StatIon. b.lng locat<<l and dHCrb<<l 0$ follows:
Commence at a point on thtl Wltst line of S<<tlon ~ Township 20 South, Rangtl ~O East, $Old point b-'ng 2352.75 !Ht North
of the Southwut corne of said S.ctlon J5: thenctl run South 82 55'37" EO$t a dlstanctl of 461.57 !Ht to the POINT OF
BE(;INNING tKJld point being the b~lnnlng of 0 curve ccnca~ Southerly and hailing a radius of 3819.72 !Ht. thence run
Southf1<1$t'm1Yalong thtl a~ of tKJid cur~ through a central angltl of 5 00"1~" a distance of >>3.61 (Ht to a point on said .
curve said point bfling Ctlnt", line of construction Station ~75+oo: thenc. contlnu. to run SouthflOsterly dang th. arc 01 said
cur'; through a centrol angl. of 1 .J5'1~" a distance of 105.8J (Ht to thtl end of tKJld curve: thtlflce run South 76 20'07"
East a distance of 194.17 fHt to ctJfIte 11n. of construction Station ~72+00: thtlflctl continUtl to run South 76 20'07" East a
dlstonctl of 398.8-# fHt to the ~innlng 010 curve conca~ Northflrly and having 0 rod/us 01 14J2.39 fHt bflglnnlng of said
cur~ I. aI$() Station 368+00.16 on the cent.. 11n. of construction: thtlfl~ run Northeasterly along thtl arc of .oId curve
through a central angle of 2520'30" a distance of 6>>'54 (Ht to the tIfId of said CUMl and the tIfId of this center 11n. of
ccn.tructlon dHcrlptlon.
PART B
TELEPHONE:
ELEClRIC:
GAS:
:r~~"'--
PLANS STATUS
PRELIMINARY PLANS
PERMIT PLANS
CONSTRUCTiON
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Lot 31, ENTZMINGER F'ARUS Af){)JT1ON NO. 2. I'tJCOf'tNd In Plot 8001< .5: page 9, Public r<<:ords of S.,."lnole County, Florida,
lying Northerly of th. following descrlb<<l line:
Commtlf7ctl at a point on th. West 11n. 01 S<<tlon .]5, Township 20 South, Range 3D East, said point being 2352. 75 !Ht North
of the Southwut corn.. of said '8Ctlon.J5: thtlflce run South 82 55'37" EMt a dltltanc. of 461.57 (Ht to the />#ginning 01 (J
cur~ concave Southflrly and having a rodlus of 3819.72 fHt: thtlflCtl run SouthtlOSttJr/y along the arc of tKJld eurw through a
centrol angl. of 6 .J5':J(J" a dlstane. of 439.# !Ht to the tlf7d of 8tJ/d curve; thenctl run South 76 20'07" East a dlstanc~ 0:
594.01 (Ht: then~ run South 1~ ~9'5~. wut a d/stan~ of 50 (Ht to the POINT OF BE(;INNINC; thtltlCfl run South 8J 04'35
East a distance of 149.46 fHt to th. Mltltlng Right of Way Ilntl of Stat. RfX1d 419, and the find of thl. dfIscribfld 11n..
And L.$$ right-of-way for Stat. Road 434 glvtlfl to the Stat. of Florida f)epartmtlflt of TronBPortatlon In OfficIal RtICOrd8 Book
110~ Page 18J4, Public RfICOrds of S.,."lnDl. County, Florida. dfIscrib<<1 as:
1
.,.
NOT TO SCALE
~ - .-;";'.
-
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(A) 11Iat part of:
Lot 31, Entzmln~r F'armfl Addition No. 2. according to the plat thert10f as record<<lln Plat 8001< ~ Page ~ of thtl Public
RtICOf'ds of s.mInDl. County, Florida. i)lng within the following dtlscrlb#d boundarl.s:
CommtlnctJ on the Wltst line of S<<:tlon ~ Townllhlp 20 South, Rang. .JO EMf, at q point North 0 11' WIt.t a dI.tanctl of
1,024.4J fHt from the Southw..t comer of tKJid S<<tlon .]5,. thtltlc. run North 6629' Eas.t, a dlstan~ 0/1,118.19 ,..t far the
POINT OF' BEGINNING: thtlnce run North 2~ .]'f' Wltst a dlstqn~ of 40 fHt to thtl btlglnnlng of a curve conca"" to thtl
Norlhw.stflrly and having a rodlus of .1,785.72 fHt: thence from a tangtlnt btlOl'ing Df North 66 29' East run Northeastflrly
alang the arc of said curve through a ~tral angl. of 73S'1~~ a d/$tanc. of 501.29 !Ht ta the end of said cur~: then~
from a tangent bt1Of'lng of North 58 53'4'" East run South .J5 12'2~. East a d/$tan~ of 40 fHt to a point on a curve "
ccnca~ to the Northw..tlJffy and having a chord rodlus of 1,637.28 (Ht: thtJI?CtJ from 0 tangent bfIQrIng of South 5<1- 47'29
IfNt, run Southw.$tely along the arc of $Old curve through a Ctlfltral angl. of 11.-#1'~1~ a dlstanc. of ~.J4.06 ,..t tD thtl
find of said curve; thenc. run South 66.29' W..t, a dltltanclJ of 176. 14 fHt to th. POINT OF BEClNMNG.
LANDSCAPE ARCHITECT
SOILS ENGINEER
SURVEYOR
PREPARED FOR:
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5210 S. ORANGE AVENUE
ORLANDO. FL. 32809
(407) 850-5888
FAX: (407) 850-0708
E-MAIL: andengrOaol.com
ASSOCIATED LAND SURVEYING
& MAPPING. INC..
101 WYMORE ROAD, SUITE 110
ALTAMONTE SPRINGS, FL. 32714
(407) 869-5002
FAX: (407) 869-8393
UNICORP NATIONAL
DEVELOPMENTS, INC. ..
5301 CONROY ROAD-SUITE 180
ORLANDO, FLORIDA 32811
(407) 999-9985
FAX: (407) 999-9961
Desi
PREPARED BY:
Service GrOll
Inc.
(B) 11Iat part of:
Lot ~1, Entzminger F'arms Addition No. 2. according ta the plat thtlf'<<)f as recordtld In Plat BooI< .5: Page 9, of thtl
Public Records of SMnlnoltl County, Florida,
lying within thtl following descrlb<<l boundarlfl.:
Commenctl on the WIt.t 11n. of Section J5. TDwnshlp 20 South, Rangtl .JO EMf, at q point North 0.'" Wut a D/$tance of
1024.4J fHt from the Southw..t comer of $Old S<<:tlon ~5: thWlC. run North 66'29' East, a dlstanCtl of 1,292.JJ fHt to
thtl b.glnnlng of a curve conca~ to thtl NorthWtJstflrly and having 0 chord radius of 1,6~7.28 fHt: thtlnce run NorthtlOStflrly
along th. arc of $Old curve through a CtIfItral angltl Df 17.0-#'00~ a dl.tanee Df 487.62 fHt to the end of $(lId CUMl: thenCtl
run North 49'25'00. East, a d/$Ianc. of 42.37 !Ht far the POINT OF BEClNNINC; thtltlc. run North 40.35'00. Wat, a
dl.tanc. of 40 fHt to the ~lnnlng of 0 curw conca~ to th. Southwe.tflrly and having 0 radius of 50 fHt: then~ from a
tangMlt blH1f'lng of North 49'25'00'" Eo.t, run Northflrlyand "'$tely along the arc of said CUMl through a ctltltralangl. of
,24.,6'0,: a di.tance of 108.44 !Ht to the MId of sold cur~: thtlflctJ run North 14.51'01". ~st, a d/$tanctJ of 120.75 fHl:
then~ run North 71'50'15" Wltst, a dlstonc. 01190.26 !Hi: thence run North 15'08'59" Ea.t 0 dl.tance of.50 !Ht. thenCtl
run South 74.51'01" EMf 0 dlstan~ of 161.91 (Ht to the btl9lnnlng of a cur~ C()I1ca~ to th. Northerly and hailing 0 radius
of 14J2 40 !Ht. thenc,,' run EastBrly along the arc Df $(lid curve through a central ongl. of 14.4~'29~ a dlstanCtl of .J88.95
(H/ to ~ point 'on said CUrvtl: thtlne. from a tangent bt1Of'lng of South gg..J8'JO'" East, run South 49.2~'OO" Wlt.tt. q
dlstanc. of 251.60 (Ht to the POINTOF' BE(;INNING.
STEPHEN G. P A TEGAS
LANDSCAPE ARCHITECT
1425 BERKSHIRE AVENUE
WINTER PARK, FLORIDA 32789
(407) 622-4886
FAX: (407) 622-4887
ANDREYEV ENGINEERING. INC.
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SIte Plann ng . Conlultlng Engineering. Environmental ermlttlng
362A SOUTH GRANT STREET
LON GWOOD, FLORIDA 32750
(407) 331-3773
FAX: (407) 260-0478
FES 1 8 1"1\0
E-MAIL: deslgnsgOmlndsprlng.com
CONTACT: STEPHEN PATEGAS,ASLA CONTACT: SCOTT E. BARFlIELD,EI
CONTACT: JACK REED
CONTACT: TIM KEEN
CONTACT:
RONALD HENSON II, PE
~-
~-_....-
--~...~
EXISTING INLET
LEGEND
@ - STORM MANHOLE
~ - SANITARY MANHOLE
CD - TELEPHONE MANHOLE
--.,- - SIGN
.. - GUY ANCHOR
~ - TRAFFIC SIGNAL POLE
C'tb - UTILITY POLE
IllS - MAILBOX
. - WA TER METER
W
l><J - WA TER VAL VE:
X X ~ - FIRE HYDRANT
X~
e - OAK TREE
. - PINE TREE
- SOMETHING TREE
-If - PALM TREE
'\
,
,
SCHEDULE OF TREES TO BE REMOVED
ECKERD SITE LOT 31 REWAINDER
, lREE OAK PINE PALM UNKNOWN OAK PtNE PALM UNKNOWN
SIZE
, 4- 91 2 4 2
5 36 6 4
6 23 7 13
4 5
8 13 12 12 4
9 4 7 1 1 2
10 10 1 8 1 8
11 1 1
1 1 8 1 3 35 3
13 1 4 2 2 1 8
, 14 9 5 1 11 1
15 5 3 4
I 18 2 2 1
20 1 2
24 3
8 1
36
TOTAL 173 74 12 88 7 72 19
LIMITS
AND c OF' CON
'LE:A~NG STRUCTlON
--
LIMITS OF CONSTRUCll0N
AND CLEARING
,
,
EROSION AND SEDIMENT CONTROL. NOTES
SEDIMENT BASINS AND TRAPS, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED
TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE.
ALL SEDIMENT CONTROL. MEASURES ARE TO BE AD.AJSTED TO MEET FIELD CONDITIONS
AT THE TIME OF" CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR
DISTURBANCE OF" EXISTING SURFACE MATERIAL ON BALANCE OF" SITE. PERIMETER
SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PRE\f:NT SEDIMENT OR TRASH FROM
flOWING OR flOATING ON TO ADJACENT PROPERTIES.
PERMANENT OR TEMPORARY SOIL STABIUZA 11 ON SHALL BE APPUED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORllON OF THE
SITE. TEMPORARY SOIL STABIUZATlON SHALL BE APPUED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED
FOR LONGER THAN 30 DAYS. PERMANENT STABIUZATlON SHALL BE APPUED TO AREAS
THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
DURING CONSTRUCllON OF THE PROJECT, SOIL STOCK PILES SHALL BE STABIUZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPUCANT IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABIUZAllON OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE
PROJECT SITE.
AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE
INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED
IMMEDIA lEL y,
SEDIMENT WILL BE PRE~NTED FROM ENTERING ANY STORM DRAIN SYSlEM, DITCH, OR
CHANNEL ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING
CONSlRUCTlON SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATtR CANNOT
ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE
lREA TED TO REMOVE SED1MENT.
PERIODIC INSPECTION AND MAINTENANCE Of' ALL SEDIMENT CONTROL STRUCTURES
MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPUSHED. THE DE~LOPER,
OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL
SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN
WORKING CONDITION AT THE END OF EACH WORKING DAY.
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,
PROVISIONS SHALL BE MADE TO MINIMIZE THE lRANSPORT Of' SEDIMENT BY lRACKING
ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBUC ROAD
SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT
THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR S\\€EPlNG AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. SlREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
THIS MANNER.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
UPON APPROVAL BY THE PRO..ECT ENGINEER WHO 'MLL CONFIRM COMPUANCE WITH
ST. JOHNS RIVER WA TtR MANAGEMENT DISTRICT, FOOT AND CITY OF WINTER SPRINGS
REQUIREMENTS HAVE BEEN MET. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION
OF TEMPORARY MEASURES SHALL BE PERMANENl1. Y STABIUZED TO PREVENT FURTHER
EROSION AND SEDIMENTATION.
INSTALL SILT BARRIERS (SEE
DETAil) AND MAINTAIN
THROUGHOUT CONSTRU Cl1 ON.
1.
2.
10"
.10"
~ 8" .:
~.
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,
,
4.
5.
~~S1WG FOOT
~ RETENTION POND
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7.
UMITS OF CONSTRUCTION
AND CLEARING
,
,
8.
TO eXISTING FOOT
RETENTION POND
9.
,
,
1.
CLEARING NOTES
ALL TREES TO BE RETAINED ON SITE SHALL HAVE BARRIERS INSTALLED AROUND THE DRIPUNE
BEFORE ANY LAND CLEARING BEGINS. NO STORAGE OF MATERIALS OR PARKING OF VEHICLES
WITHIN THOSE BARRIERS WILL BE ALLOWED. SEE LANDSCAPE PLAN FOR lREE BARRIER DETAILS.
NO LAND CLEARING OF ANY liME WILL OCCUR WITHOUT THE NECESSARY PERMITS FROM THE
CODE ENFORCEMENT DIVISION.
ALL SIGNS OVER SIX (6) SQUARE FEET REQUIRE A PERMIT BEFORE INSTALLAllON, INCLUDING
TEMPORARY CONSTRUCTION SIGNS.
Optional Post PosltlonS~~t /~PrinCiPle Po~t Position
-rr y (Canted 20. Toward Flow)
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TYPE III SILT FENCE PROTECTION
AROUND DITCH BOTTOM INLETS
TYPE III SlL T FENCE
PROPOSED 15' UllUTY EASM'
DEDIC A lED TO lliE CITY
W1NlER SPRINGS
NOTE: SPACING FOR TYPE III FENCE TO BE IN
ACCORDANCE WITH CHART I, SHEET 1 OF 3
AND DITCH INSTALLATIONS AT DRAINAGE
STRUCTURES SHEET 2 OF 3.
SECTION
Post Options: Wood 2 1/2" Min. D.
Wood 2" x 4"
Oak 1 1/2" x 1 1/2"
Steel 1.33 Lbs/Ft. Min.
~
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6' Max..
Filter Fabric ( In
Conformance with
Sec. 985 FOOT Spec.)
,
,
~
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ELEVATION
Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ).
TYPE III SILT FENCE
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TYPE III SILT FENCE
EROSION CONTROL DETAIL
(FOOT INOEX 1102)
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DESIGN DRAFT CHECK
RMH DSG
PROJECT NO. 99049F
DATE JULY,
SCALE
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........
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~ = 124-06'02"
R = 50.08'
L=l~
CB = 512.-44'36"[
WHITE LETTERS
WHITE
/,lHERMO . M1E '"
5. 1-1
:i:
WHIlE LETTERS
REO
REO
8"
.
SIGN (R5-1) PER MUTCD.
DO NOT ENTER SIGN
NTS
24"x24"
NO !.EFT TURN SIGN (R3-2) PER MUTCD.
NO LEFT TURN
CROSSWALK
NTS
6"
~
~
,
\-
NTS
JO"x30" HIGH INTENSITY
STOP SIGN (R1-1) PER MUTCO.
STOP S~iGN
NTS
NOlE:
1. AU.. SflNS SHOfIlI SHN.l C<W<RI TO
FOOT RClADWAY 81 11lAFRC DESIGN
STANDARDS" lIII/1a).
2. .AU. SIGNS SIIOYtl SHAU. BE
REFl!CT4lRIZf.1l (ENGINEERING GllAlIE) TO
SHOW 1IIE SAME <XUR BY NGHT AS
BY OAY.
3. .AU. SIGNS SHN.l BE SECURELY IlOONlED
ON GALYAHIZE&S1EEI. CIlNtIL POSTS.
~. tlSTAU.QUAN1llY AND AT LOCA1IONS
REWIB BY CCDE (ONE PER HC SPACE)
Nf)/M AS lOCAtED OIl IlWIIGS
<XWIRM AU. HMOlCAPPED SIc>>IAcE COOES.
'" IIlANlllCAP SIGN 1ll BE POoT flP..,2e,
8. INSTALL.AUlI.lAIl.V SH>>/ IIEl.OW F'Il-25
SIGN 10 BEREflECTORI2ED (DlGlNEEAING
GRADE) INllCA1IIll FIlE FM IlLEllAl
USE IS ~OO ~8")( 12" llHllE
BACKCRWNO, BLACK I.EGOO . DllIJt).
7. !INSTALl.A11ON ImtT fI SIGN SHALL BE II
ACCOIDNlCE 1111ll SEC1ION 24-23 or Wla).
T.~AFF!C
CONT.I;(OL
BOX
PAINT: CHLORINATED RUBBER ALKYD
FS TT-P-J15. 'NPE III. :rACTCRY
"'XED. QUICK-DRYING. NONBLEEDING.
COLOR PER LOCAl CODE
18"
7"
,
/
PARKING BY
OISABLED
!PER~IT
ONLY
~
.....- ~ OF PARKING SPACE
I
6"
-L
HANDICAP SIGN
NTS
SIGN NOTES
NTS
$250 FINE
CITY ORD.
HANDICAPPED SYMBOL DETAIL
NTS
~
.
~~
ow . ;,.a..
.~~
. 'to
\)
HANDlCAPPARKlNG
SIGH SPACE (FTP-25)
WHIlE REFLECllVE lRAFFlCPAINT:
CHLORINATED RUB8ER AU<YD. FS TT-P-~1$.
TYPE AI
O~/
.r..-
t ,....,...J'~
.-:-j- ~
~,.,
......
S'IOP BAR
TO BE
THERMO
WHITE
S'-6-
I
~
~
-.;,
4"
(
~~
.
o
I
N
N
4" ~ITE STRIPE
..
o
I
;.,
2-6" WIDE
THERMO 'YELLOW
STRIPES
~.
50:1
12.
STOP BAR DETAIL
NTS
6'
~:
"'" NOTE:
PAA!<ING STALLS SHALL BE "ARKED WITH MlITE
~: It BLUE FlNNT PER FLORIDA ACCESSIBILITY COOE
SEClION 4.6.1.
ACCESS1B1L TY: A) IN ACORDANCE WITH THE
FLORIOA ACCESSlBlUTY OOOE FOR BUlliOING
CONSTRUCllON. .U.3 SEClION (1). DATED OCT. liH.
AT LEAST ONE ACCESSIBLE ROUTE COWPl. VlNG WTH
4.:5 SHALl. CONNECT ACOESSl8LE BUIl.OlNG OR
FAClUTY ENTRANCES WITH AU. ACCESSIBLE
SPACES AND ELEMENTS WITHIN THE BUILOINC
OR FAClUTY. DOORS ACCESSING THE
BUILDING MUST BE OEPICTED ON SITE PLAN.
RAMP DETAILS WllH SLOPE INF'OR"AlION
SHALL BE DEPICTED ON SITE PLAN.
e) T\IIE LOCAlION OF HANDICAPPED PARKING
STALLS, LOADlNC ZONES. SIDEWALKS ANO
RAMPS ON SITE SHALL "EET CHiAPTER
3llU95S rF 'THE FLORIDA STATUES AND
SEClION 4.1.3 Ofr THE R.ORIOA ACCESSlBlUtv
COOE. CURB RAMPS SHALL N'OT EXCEED 12: ~ SLoPES
PARKING $PACES AND AISLE SHALL NOT EXCEED
5Oi1 CROSS-SLORE. (1\.0 11-26-96) ~2-11-98
l:l.QIE.i (HANDICAP SIGN ONLY)
1. AU. LETTERS SHAll BE BLACl< ANOSHAU.
CONFOR" TO FOOT "FlOADWAY AND TRAfFIC
DESIGN STANDARDS..
2. TOP PORnON OF SICNSHALL HAIlE REFLECTORlZED
(ENGlNE(RING GRADE) BLUE BACKGROUND. WI'TH
WHITE REFLECTORIZEO LEGE"'D ANO BORDER.
% OF SITE
0.0%
6.3 ~_
6.3 ~_
ONSI TE TRAFFI CARROW
NTS
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~
0.
2" GALVANZED S'IEa PIPE
~
D11olO1SlONS /litE. - (lIIl - 1".
12 Sof'. 18 SoP".
RIGHT TURjIl ARROW TO 8E RE't'tRSE
NOTE: I'HN ARROW AND PA,\€NENT "ESSAGE ARE u~ TOOEl'HER.
THE ARROW SHALL 8E LOCATED powN STREAM. Of M: flA~r
"ESSAGE ANI) SHAU. BE SEPERATED FRC*' THE PAVEMENT _---GE
BY A DISTANCE OF 26' (BASE OF ARROW TO BASE Of '!liE MESSAGE).
OFFSI T~ P A VE:M EN T ARROWS
NTS.
PARCEL NO. 1
SITE DATA
STATEMENT OF INTENT:
APPLICANT DESIRES TO SUBDIVIDE AN EXISTING PLATTED LOT, LOT 31, ENTZMINGER
FARMS ADDITION NO.1, INTO TWO (1) PARCEL$, APPLICANT PROPOSES TO PURCHASE
PARCEL NO.1 AND CONSTRUCT AN ECKER>> STORE. APPLICANT WILL CONSTRUCT
ACCESS DRIVEWAY CONNECTIONS TO SR 434 AND SR 419 WHICH WILL PROVIDE JOINT
ACCESS TO BOTH PARCELS. THE APPLICANT PROPOSES TO SUBDIVIDE LOT 31 VIA THE
CITY'S "LOT SPLIT" APPROVAL PROCESS. THE CURRENT OWNER WILL RETAIN THE
REMAINDER OF THE PARENT TRACT.
EXISTING ZONING:
SITE AREAS:
PARCEL NO.1 - ECKER>> SITE
PARCEL NO.2 - FUTURE COMMERCIAL SITE
TOTAL SITE AREA:
BUILDING AREA: (PARCEL NO.1 ONLY):
PARKING (PARCEL NO.1 ONLY):
A. NUMBER OF SPACES REQUIRED
@I SPACE/300SF
B. NUMBER OF SPACES PROVIDED-
10' WIDE TYPICAL SPACES
12' WIDE HANDICAP SPACES
TOTAL NUMBER OF SPACES PROVIDED
LAND USE (pARCEL NO. I &: 2):
PARCEL NO.1
ll.S.E
A. BUILDING AREA
B. PAVEMENT AND SIDEWALKS
C. SUBTOTAL IMPERVIOUS AREA
D. PERVIOUS AREA INCLUDING
BUFFERS, LANDSCAPE ISLANDS, ETC.
SUBTOTAL PARCEL NO.1
TOTAL PARCEL NO.1 &: 2
ABU
0.00 ACRES
0.47 ACRES
0.47 ACRES
3. BOTTOttt PORlION OF SIGN SHALl "AVE A
REnECTORIZEO (ENGINEERING GRADE) MlITE
ElACKGROUNO WITH BLACK BORDER.
4. ONE SIGN REQUIRED FOR EACH PARKING $PACE.
5. HEtGHT or SIGN SHALL BE 7. ABOVE GROUND
IN ACCORDANCE WITH FOOT "RON:JWAY AND TRAFFIC
DESIGN STANDARDS..
7.05 ACRES
7.S2 ACRES
9.14 ACRES
93.7%
ll.S.E
A. BUILDING AREA
B. PAVEMENT AND SIDEWALKS
C. SUBTOTAL IMPERVIOUS AREA
D. PERVIOUS AREA INCLUDING
BUFFERS, LANDSCAPE ISLANDS, ETC.
SUB TOTAL PARCEL NO.1
0.s3 ACRES
1.61 ACRES
C-I, COMMERCIAL
1.62 ACRES
7.!l2 ACRES 7.
9.14 ACRES
11,200 SF
8.
37 SPACIS
S2SPACES 9.
3 SPACES
SSSPACIS
10.
% OF SITE 11.
16.1 %
SI.2%
67.3%
32.7 %
100.0 ~_
1.
3.
100.0 %
HANDICAP SIGN POST
NTS
HANDICAP DE:TAIL
NTS
100.0%
UTILITIES:
WATER&: SEWER
OTHERS
100 YEAR FLOOD ZONE:
NO PORTION OF THE SITE LIES WITHIN A 100 \'EAR FLOOD IIAZARD AREA PER nRM MAP
PANEL NO.12117C 013SE, DATED APRIL 17,I99S. THE PRORRTY IS LOCATED WITHIN
ZONE X. THE NEAREST FEMA 100 YEAR FLOOD ZONE IS APPROXIMATELY SOO FEET TO
THE NORTH, AT AN ELEVATION or 12.0 FEET MSL, WITHIN GEE CREEK.
THE ON-SITE SANITARY LIFT STATION SHALL BE PRIV A TEL Y OWNED AND MAINTAINED
BY THE PROPERTY OWNER. THE SANITARY FORCE MAIN SHALL BE DEDICATED TO AN~
~INTAINED BY THE CITY OF WINTER SPRINGS. THE FORCE MAIN SHALL B
CONSTRUCTED WITHIN A IS' UTILITY EASEMENT, IN ALL NON-PUBLIC RlGHT-OF-W A
AREAS, DEDICATED TO THE CITY BY THE PROPERTY OWNERS.
\
\
LANDSCAPE ISLAND WAIVER REQUEST:
APPLICANT REQUESTS WAIVER TO ALLOW MORE THAN TEN (10) CONTINUOUS PARKING
SPACES (LDC SECTION 10-4S2(14)(B) IN ORDER TO PRESERVE CLUSTERS OF EXISTING
TREES WITHIN THE PARKING ABA.
CITY OF WINTER SPRINGS
SEE COVER SHEET
4.
S.
~
~~
<~
~~
~:\
-.,.~
~qt
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6. = 07-35'13"
R = 3785.72'
L =501: .29'
CB = S62-41'24 "'W
6.
ABU
0.16 ACRES
0.83 ACRES
1.09 ACRES
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WATER SYMBOL LEGEND
SANITARY SYMBOL LEGEND
STORM SEWER SYMBOL LEGEND
END WALL
STORN SE~R LINE
STORN MANHOLE
OUTFALL STRUCnJRE
DIVERSION STRUCTURE
INLET
MITERED END SECTION
.....
....
- .... 22..:.63
_~~~ '""'I..... .........._-.~""" _.............
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!i('^ -... ....... J\..-" A
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EXISTING MES ... ... .... .... - ... ... - --......._ \,r .L '.E' n
INV - 21.11 ... -. .... - - - .,..,.t.'::._~..._.._ .I .0 A
-- _ -... ~ -.-....--::--::-.:.~~31h,.D 41.9
- -. - - _ x ......2~:1e.. ..... ...... """'" -. ~ ..". '""~,:::,....._-,.....
, -- - ......--...... ~........... ...........::-~ .......... 0
''''-.... ... x -.2t..Qj .... -....... _. - - ...-..........A'-.. '.llJ
...... "I., -..... ---..... ' .............. S
.....""...... -- - ~RL.t-..- - -...... - ............----....... ' A A.r
- --:_... ... .... ... ... .... .... ... :'~r:t-17I9'k~;c: : :.~ - 21;1<::;:":--* ...~-- ~.[ y Ii' ~'R7J
- _... .... _. x 21.92 .... ... .. ---.:- .... ?.... .~ _ . -....-... V
--~'... .... '-- - 1 --- ...-- --Op-
--............ ......... <&;... "'- -.... ...........,~..........
--~'22&2 ...... --.........._ ---.....~y~ cT"Z;r'lJ
~............... -...__ ~_ -......"....... .L .c" '0
.....,..t!lr_ "'-.... ..... -.........-. n
-.;:;-.:::- ~ .;::- _ -... ~27 x 2~.~;2. ....--- ~.-..X-_ .ITY'l'ALJ
~.::~ _ _ ...... ............... -.....___. V
...... ...... ::: _ _ ~ ...... "'-0. ""'" , ........" r: -....................... ~
.....,::--_ --...... '""", "'-,'--"'" ~-.--X.
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.,. . : . .'. ~ - - - - ,. - EXIS.71NCn"RrErx--,__
TOP $0.45 ----..---.- X..-.-
.. 18 RCP - 17.26 .. --.....--
........... -\"
...........?g~....
.~Jj ,
....
- - - -- -&8 - - - - - - - EXISTING TOPO CONTOUR
c.."r;fr'
~ PROPOSED SPOT ELEVATION
WATER UNE
SAN SEWER UNE
DOUBLE SERVICE LATERAL
SINGlE SERVICE LATERAL
SANITARY MANHOLE
CLEANOUT
~ MAIN IN CONe ENCASEMENT
UFT STATION
FORCE MAIN
CONCRETE SPILLWAY
........
ARE HYDRANT ASSENBL Y
....
.......
....
BLOWOFF'
--
--
---
--....
VALVE. AND C I VALVE BOX
REDUCER
DOUBLE WATER SERVICE WI METERS
SINGLE SERVICE WI METER
IT
~.
~
69.1J
~
CURB INLETS
EXISTING SPOT ELEVATION
....
"-
...
.......
-..
x ~.09
...
....
...
....
...
....
-..
....
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. 78
" ~. x 17.35
...... 1""
.....'............ "....... Sf -;::., \.,
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" .,
, .
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PROPOSED lOPO CONTOUR
....
...
....
,
....
....
68.0
BRICK & MORTAR PLUG
15-RCPf INV. 19.00
12' CONe.
2(/ PARKING
E)(IST. 1REE~'
10 REMAIN \ ""-
't VEHIa.E OVERHANG (
'~A.,.,\
..\:
<
;)
...-"" GRASS SOD
EL 27.74
~
PA
EL 27.!50
~
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s..ECTION A- A AASH10 T-180 IN MAX. 12- urn
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4' VARIES
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GRASS SOD
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".-
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PROP. PAW'T, SEE
PAVEMENT SCHEDULE
PROP. PAW'Tf SEE
PAVEMENT SCHEDULE
s..ECTION F-F:.
NlS
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-= SHWT 23.50
EAST. ~~~
_"/4-:1'
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------------
--
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EL 24.8
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,
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PROP. PAW'T, SEE
PAVEMENT sa-tEDULE
'\J
- SHWT 2O.!50
PROP. PAW'T, SEE
PAVEMENT SCHEDULE
NlS
EXISTING STORM MH
TOP - 29.46
SANITARY STRUCTURE SCHEDULE
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TRANSITION FROM V CUR~
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PAW'T) OVER 3' 0 PC <:)
to
....:
RELOCATE EXIST ~
CONC LIGHT POLE \
PROPOSED 1S' UTILITY EASM'T
DEDICATED TO THE CITY OF
WINTER SPRINGS
@
PAVEMENT SECTIONS
CD @
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NOTE:
SEE SHEET 5 FOR SCHEDULE OF ALL
DRAINAGE STRUCTURES AND FOR DETAILS
OF ALL WORK WITHIN STATE ROAD 434
AND 419 RIGHT-OF-WAYS.
A SANITARY R 27.20 INV 22.60 W) A-C 57lF - $.PVC SANITARY
CLEANOUT LAlERAL 0 1.05"
TRAFFIC BRG
B SANITARY R 27.70 INV 22.13 (e") B-C 13LF - 6.PVC SANITARY
CLEANOUT LATERAL.1.00x
C SANITARY R 27.30 5 ac E
un STAllON 22.00 W)
(SE[ DETM SHEET)
SHEET
@
LEGEND TYPE
1 1/2. TYPE 5-1 ASPHAUC fI' UMEROCK BASE'.
CONCRETE MINIMUM MARSHAlL COMPAClED TO e8X MODIFIED
STAElIUTY 1,500 LBS PROCTOR MAX DENSITY PER
10. STABlUZED SOBGRADE
COMPAClED TO i8X MOOIFlED
PROCTOR MAX DENSITY PER
ON SITE
PAVEMENT
~ .. CONCRETE
PAVEMENT
e. - 3.OQ<! PSI CQNCRETE
RElNF. WI ~xO 10/10 WWM
3. TO'" SLUMP
J'
....
1999
1" - 30'
4 OF 1 4
STORM SEYa SVU80L LEGEND
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--....-
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STORM MA/llfOlE
OUTFAll. S1RUC1URE
DMRSION STRUC1URE
INLET
W1'EREO DtD SECTION
--....""""""
CD
@
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~
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69-!fJ
o
PAVEMENT SECTIONS
CD @
CXH:RE1E SPl.LWA y
QJAI INLE1S
EXISTING SPOT ELEVA~
LEGEND
TYPE
- - - - cS"B - - - - - - - EXISTING TOPO CONTOUR
, PROPOSED SPOT ELEVAllClN
88.0 PROPOSED TOPO CONTOUR
STA TE ROAD
PAVEMENT
STATE ROAD
PAVED SHOULDER
~~::t::}:::::~:::{:::::~
ASPHALT
OVERLAY
SAW CUT & REMOVE EXISTING ASPHALT AND BASE MATERIAL TO LIMITS SHOWN.
BACKFILL WITH CLEAN TOP SOIL, COMPACT TO 90% MAX. DENSITY AND GRASS SOD.
x 1,tj.09
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S. R. 434
BRIO< I: MORTAR PWO
15~, INY. 18.00
24'
35.5'
24' 2.25' 1.5' 2.25'
W
.'\
EA?Sr. 61i'AtJE.
~I
-R. --------
- -._-----
- -------
'E,ffsr. PA/tWLNI"
SAW CUT I: REMOVE
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UMllS SHOWN.
~5~
~-~~~~~~
-------
TYPE E
CURB
EA?Sr. PA IBIO{r
----
-----
.--~~~-/ I
SAW CUT I: REMO\€ EXIST. CONe.
CURB I: SIDEWALK TO EXlENTS
SHOWN I: INSTAU. VAlJE( GUTIER
UCTION ]-1.
NTS
R/!I
S. R. 434
EA?ST. PA/BImr 4' VARIES EA?ST. PAJDfDIr
0108'
r1
-------
24'
35.5'
TYPE I - OPlION " PROP. PAW", SEE
CONe. TRAFFIC SEPARATOR PAYE:MENT SOtEDULE
~a~
~25.
-------~
:::::--~---:--
* MATat EXIST.
CROSS SLOPE
PROP. PAW'T, SEE I
PAYE:MENT SOtEDU.E
SAW CUT I: REMO\€ EXIST. CONe.
CURB I: SIDEWALK TO EXlENTS
~ . INSTAU. VNJ.Ef QUTlER
SECTION J-J
SAW CUT I: REMO\€ EXIST.
'rtPE E aJRB, INSTAlL CONCRE1E
lRAFFIC SEPARATOR I: NEW
PA't94ENT 10 UMTS SHOWN
S$CTJON K-l{
NTS
R/W
R/W
STSTE ROAD 419 - OLD SANFORD-OVIEDO ROAD R/W
5/0- TYPE FC-3 OVERLAY
GRASS SOD
DISlRUBED ARE
VARIES
VARIES
4'
VARIES.
6' TO 15'
=':24' EXIST. ASPHALT
VARIES.
0' TO 10' 4' 4'
A
12' ntRU SHLDr.
1'VPE I - OPllON II
CONC. TRAFFIC SEPARATOR
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,
SlRIP ar: REMO~ SURFACE d
OR. GANIcs. FILL aeCOMPACT TO
PROPOSED GRADE PER SPEcs.
PROP. PA W'T
(SEE FOOT SPECS)
LEGEND
- S70IW MANHOLE
- SANITARY ItWIHOI.E
- TELEPHONE MANHOLE
- SIGH
- GUY ANCHOR
- TRAFFIC SIGNAL POLE
- UTrUrr POLE
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- WATER MeTER
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NOTE:
SEE TRAFFIC SIGNAL MODIFICATION PLANS BY
TRAFFIC, PLANNING & DESIGN FOR ADDITIONAL
INTERSECll0N IMPROVEMENT DETAILS.
STAlE ROAD 418 - OLD SANFORO-CMEDO ROAD R/W ~R/W
air TYPE FC-~ CMII.AY GRASS SQD
I-i 1u. DlSlR...,
I :*24' EXIST. ASPHALT VARIES 4' 4' VARIES G
sbt I
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-
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PROCTOR MAX DENSITY PER
COMPACTED SUBGRADE
12" STABILIZED SUBGRADE
COMPACTED TO 98X MODIFIED
PROCTOR MAX DENSITY PER
SYft:EP & REPAIR EXISTING
PAVEMENT & APPLY LEVELING
COU.RSE PRIOR TO OVER LA Y
NIA
DRAINAGE STRUCTURE SCHEDULE
ABBREVIATIONS LEGEND:
G- GRATE, R- RIM, A- APRON, S- SLOT, W- WEIR, T- TOP, INV- INVERT, STR-
STRUCTURE, RCP- REINFORCED CONCRETE PIPE, ERCP= ELLIPTICAL RCP, CMP=
CORRUGATED METAL PIPE, ALCMP- ALUMINUM CMP
No. TYPE
TOP EL INV EL
PIPE SIZE
TYPE C
INLET
G 26.10 NE 23.10 (15") 1-3 1731..F - 15"RCP OO.28X
STORM
2 CLEANOUT
(TRAFFIC BRG)
R 27.14
N 23.20 (10")
2-3 70LF - 10"PVC 0 0.50X
3 TYPE C
INLET
G 26.00
S 22.85 (10")
SW 22.62 (15")
SE 22.62 (18")
3-5 217LF - 18"RCP 0 0.26X
4
TYPEC
INLET
G 26.00 NW 23.92 (10") 4-5 164LF - 15"RCP 0 0.88~
NE 23.50 (15")
4A STORM R 27.40 N 24.20 (10") 4A-4 57LF - 10"PVC 0 0.49X
CLEAN OUT
5
TYPEC
INLET
G 25.70 SW 22.80 (15") 5-6 .32LF - 24"RCP 0 0.16X
NW 22.05 (18")
SE 22.05 (24")
INV 22.00 (24")
6
MITERED
END SECTION
7
RET. AREA A
OUTFALL
STRUCTURE
(SEE DETAIL)
G 25.50 NW 20.00 (15") 7-8 54LF - 15"RCP 0 3.70X
8
TYPE E
INLET
G 20.52 SE 18.00 (15") EMOVE EXISTING INLET, Yft:ST
X. N 17.54(18") CULVERT & MES. INSTALL NEW BOX.
EX. E 17.54(18")
9
TYPE 6 R 22.38
CURB INLET EP 22.00
(FOOT 1211)
EX. INV. 16.7:t 9-10 EX. 23LF - 18"RCP 0 :tl.0"
SAW CUT EXIST. STORM PIPE AS
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EX. INV. 16.5:t 10-11 23LF - 18"RCP 0 :t1.0"
REMOVE EXISTING INLET TOP
10 MANHOLE TOP R 22.45
TYPE 8 TOP
TYPE I COVER
11
TYPE 5
CURB INLET
(FOOT 1211)
R 23.18
T 22.80
EX. INV 16.3:t 11-12 14LF - 18"RCP 0 :t1.0"
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12 MANHOLE TOP R 23.15
TYPE 8 TOP
TYPE I COVER
EX. INV 16.2:t 12-14 72LF - 18"RCP 0 :t1.0X
REMOVE EXISTING INLET TOP
TYPE 7
13 CURB INLET R 24.66
(FOOT 1212) EP 24.24
E 17.00 (15") 13-14 11LF - 15"RCP 0 4.55"
14 MANHOLE TOP
TYPE 8 TOP
TYPE I COVER
RET. AREA B
15 OUTFALL
STRUCTURE
SEE DETAIL
TYPE 5
16 CURB INLET
(FOOT #211)
G 23.85 EX. INV. 15.5:t: REMOVE EXIST. INLET TOP
W 16.50 (15")
G 27.45 NW 23.00 (15") 15-16 35LF - 10"PVC 0 1.43"
SE 23.00 (10") 15-PLUG 52LF-l0"PVC 0 0.35"
INSTALL BRICK & MORTAR PLU
R 28.38 NE 22.50 (15") 16-16A 36LF - lS"RCP 0 1.39"
EP 28.00
17
R 27.55 EXIST. 18" REMOVE EXIST. INLET TOP
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SW 22.25 (15")
16A
G 24.20 S 19.12 (15"~ 17-18 41LF - 10"PVC 0 2.73"
NW 19.12 (10) 17-PLUG SOLF-15"RCP 0 0.35"
INSTALL BRICK & MORTAR PLU
18 TYPE C
INLET
G 20.95 SE 18.00 (10") 18-19 91LF - 15"RCP 0 2.20"
W 18.00 (15")
19
INV 15.00 (15")
G 22.20 SE 16.00 (15") 19-20 50LF - 15"RCP 0 2.0X
SW 16.00 (15")
20
21 STORM
CLEANOUT
("INSTALL 45LF - 10"ALCMP SLOTTE
G 23.50 INV. 21.60 10) DRAIN ACROSS DRIVE, SEE DETAIL
21-22 21LF - 10"PVC 0 0.48"
22
CONCRETE
COLLAR
INV. 21.50 (10")
23
STORM
CLEANOUT
("INSTALL 32LF - 10"ALCMP SLOTTE
G 24.00 INV. 21.60 10) DRAIN ACROSS DRIVE, SEE DETAIL
23-24 21LF - 10"PVC 0 0.48"
24
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RMH DSG
PROJECT NO. 99049F
JULY, 1999
1" = 40'
5 OF 1 4
DATE
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PROJECT NO. 99049PP
DATE
SCALE
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MAY, 1999
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DIMENSIONS & QUANTITIES
M CONCRETE CU. YOS.)
SINGLE DOUBLE TRIPLE QUAD. N SINGLE DOUBLE TRIPLE QUAD.
PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE
4.6 7.'21 .7L 1.1 . 7 1.15
7_75' a 1 '11
8_a,' () 1.75
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1 ~85' 1
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11 31'
1 _3'
1 .4
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1_51
SODDING SQ. YDS.)
SINGLE DOUBU TRIPLE QUAD.
PIPE PIPE PIPE PIPE
-
'--
6. 6.42 6. 6.25 DI...ENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS
010.40 010.10 DIMENSIONS PER...ITTED TO ALLOW USE OF 12' SlANDARO PIPE LENGTHS
.0.0 CONCRElE SLAB SHALL BE DEEPENED TO FOR'" BRIDGE ACROSS CROWN OF PIPE. SEE SEClION BELOW
::s
o[y
./ BE\nEo OR ROUND CORNERS
L.---- SOD~/ ~I
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All- I
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PAID FOR ~ PIPE CULVERT
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F (PIPE TO BE INCWDED UNDER UNIT PRICE FOR MllERED END SECllON)
E
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~
~ 1~!
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CONCRElE SLAB , 3" THICK . REINFORCED WITH ~
W W F 8 X 6-Wl.. X WI..
VARIES
TOP VIEW - SINGLE PIPE
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1Ii::=-
I
· SLOPE:
TO Co PIPE FOR PIPES 18" AND SMAlLER
2: 1 FOR PIPES 24" AND LARGER.
c
POND SIDE SLOPE
./ 1/2" EXPANSION JOINT ADJACENT ~
/___ TO CONCRElE CURB '\
--
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4" THICK CONCRElE PAD
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(6- CONCRETE PAWT rASPHALT PAWT
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THICKENED EDGE -..... '.
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WIDTH VARIES
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4' 500
NOT LESS
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_ BY
THE ENGlNE~.
SECTION
MITERED END SECTION
F.D.O.T. INDEX #272
N.T.S.
~ CONe. PAD WI
LOOP OF 14 REBAR
o MAIN LtIE
( (SEE PLANS)
rill
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f4 BARS-12" O.C.
(EACH WAY)
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):FRAME AND SOUO LID; NEENAH
R-1t74-A OR ~ EQUAl.;
wIS. DlA. a.EAR OPEN~G
SECTION
6"]
FLOW
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(SEE PLANS) ")
,-8"". W'tE
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12.25" WIDE (LONG SlOE C,E INLET
12" DEEP \SHORT SIDE 0 INLET
NLET
TYPE A
C 3'-4"
o 5'-5"
B
2'-0"
4'-1"
8..J
C
4'-5"
4'-5"
o
3'-1"
3'-1"
E ,'-," 3'-0" 5'-10" 4'-6"
USE CAST IRON TRAFFIC BEARING GRA lE
FOR INLET lYPES CitE. USE SlEEL
GRA lE f'OR TYPE 0 INLETS.
PLAN
TYPE C,D ~ ~ INLETS
F.D.O.T. INDEX #232
FUTURE CURB AND
GUTTER CONSTRUClION
STORM
CLEAN au T
1'-10~
1'-2" 1..L..,
. t.,
t
/INSTALL HANDRAIL OR 4' FENCING
ADJACENT TO RETAINING WALL IN ALL
() AREAS WHERE VERTICAL DIFFERENCE
BETWEEN PROPOSED It EXISTING
GRADES EXCEED 24".
~
.;!.
~t
CAP UNIT ADHERES
TO TOP UNIT
W!VERSA-LOK
CONCRETE ADHESIVE
( ) r I...PERVlOUS FILL
/_ _ __12" DEEP
.~
VERSA-LOK "'ODULAR ~
CONCRETE UNITS ""
.. :'\":
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< :..:.... : .:.' ~ DRAINAGE AGGREGAlE
.:' .> .~. 12. THICK MIN.
~,~,
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-===j II-IT'
4" DIA. DRAIN PIPE
OUTLET 0 END OF WALL
OR 0 40' CENTERS MAX.
GRANULAR LEVEUNG PAD
MIN. 6" THICK
TYPICAL SECTION-UNREINFORCED RETAINING WALL
NTS
1 .
NOTES:
RETAINING WALL DETAIL PROVIDED FOR
INFORMATIONAL PURPOSES ONLY.
STRUCTURAL ENGINEERING PLANS AND
CALCULATIONS TO BE PROVIDED BY
OWNER'S STRUCTURAL ENGINEER.
ROUGH GRADING SHALL BE COMPLETED
PRIOR TO RETAINING WALL'S INSTALLATION,
MAINTAIN ADEQUATE DISTANCE BETWEEN
CONSTRUCTION EQUIPMENT & VEHICLES TO
PREVENT DAMAGE TO WALL, BACKFILL BEHIND
WALL IN 8" LIFTS & COMPACT WITH HAND
OPERATED EQUIPMENT.
RETAINING WALL
2.
L
~Sr20' R OR AS SHOWN ON PLANS
.{:::;c (" 1/2" EXP. JOINT
I ~
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L.:' B C
VALLEY GUTTER
CURB AND GUTlER
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6"
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7 1/2" STD.
6" MIN. .
8"
~
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WIDTH IN FEET
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6. ~
-=- ~
i)!>\
. rVARIE~AMP
~ . J>
\" ~t> \ ~
~1/2" EXPANSION JOINT ADJACENTk/
TO ECKERD BUILDING
:.
.
:-.
.4
5 C.F. CONCRElE ANCHOR
z & /1 ~
~~; / / k!
~~ IJ ~
~ ~
l
~,
2' ~~'~ ~
R <;:><t:' q, 'C
~J' 12" CROSSWALK
, ~ :_ UNE (TYP.)
/
^
t>
I
IX)
I
Co
...
t>
~
'-I
.
~
tC:l-1 i6" 9J SCHEDULE 40 BLACl< IRON
PIPE FILLED WITH CONCRElE
PAINTED YELLOW
r FINISH GRADE
CONCRElE PAD
RAMP WITH INTEGRAL CAST CURB
RAMP CURB ~
6.......
~
~.
~
.4
, '. . '.
.. ...
.4 . 4 . OR AS OTHERWISE SHOWN
6"J kJ L6"
'"0
s:
z
iT1
;;0
12"
~
CROSSWAlK
(6' ...INI.)
L6"-' ~ ~
n/~\
fVARIE~A"'P
CONCRETE PAVEMENT JOINT DETAIL
BW.ABD.
PLAN VIEW
SCALE: 1" -= 10.
RAMP WITH SEPARATELY CAST CURB
4'-0" 6'-0" Or 8'-6" I
g" I 9" I
2' 3' Or 4'-3" It ~t For 4' Separator ......=- . r 1
. I ~i For 4' Separator
~.. 1'-3" 2'-.r" (~i For 6' Separator I 5t For 6' Separator
Or 3:-6" SrFor 8'-6" Separator (51-For 8'-S" Separator
. Pitch"", Const. Joint Wltlt Tool . Pitch..........." Con st. Joint Wltti- ~00I
~.i- K::Edge Poymltted I"l ~ ..i- EdQe Permltte<(Typlcal):;
~ fV~T t-'" ~ t I~ V ~ ~
· .3"R · I '/11'///1 / V '////7
'" .... 7 11~
Flexible/ ""\! I ) Flexible ............~!6" J )
Pavement \. \.!:I Pavement ~
"7 Stabilized Subgrad Stabnlzed Subgrade
/
PICTORIAL VIEW
II!
B
>
SIDEWALK RAMP
F.D.O.T. INDEX # 304
NTS
v
ADJACENl TO PA\lKUENT
CONe. SIDEWALK
ADJACENT TO GRASS
~
/
~~,
B-
~-tf'
~
LONGITUDINAL SEClION (~IOSE)
TRANSVERSE SEClION
3' - 0"
1l7:>~ F'
CURs
CURB TR AflJC::1 IIUI\l~
;:r ".,.,,,.,
ASPHAL T ~ ~. r '. " . ,...fFI: .:......::: ~ ". .".... . . . . 1 .I
\.... CD :."-..: *11. A --."- .: .... .. '.1 ~l
PAW'T BASE ~:." ./,' . . .. ........
~ ~~ 6" CONCRElE SHM.L BE 14" i)
3000psl WI 5" SLUMP ~
r
6"
n V1/2" R
- . ASPHAL lIC CONCRElE
. . ~ ~ PA~NG
6
TYPE I - OPTION I
CONCRETE TRAFFIC SEPARATOR
FOOT. INDEX # 302
N.T.S.
l' - 2"
lr
~;
.
7 1 /2" STD.
6" MIN.
NTS
.
~
....
S'
'q, .1 nd Of Curb
:Xl ~::..L
1=1"
6'
~2""'IN.
3.....AX.
EJ
1"'nIIlt' ~n~"''''11l
CD
SIDEWALK
NTS
SECTION AA
~
-
.~uu T PARKING
S....IN.
9 "'AX.
at:L
3 MAX. _
ASPHALT, 5""IN. '\. ~
\ 6 MAX. l
BASE "'A TERIAL
f4 BARS, 18" LONG -./
(TWO PER WHEEL STOP)
.....UIN
5....AX.
l' - 10.
l' - 2"
Edge Of Pavt..-'
PLAN
3'
I 3' I Trans. I
Top Of Curb, .. ~ ~.
Gutter--'
PROFILE
3:'.-"
m:lEEJ.....S.IQ
NTS
!": '. .
. . 4 ~,"', ...""""",
......'-",,, ...,"","~-
X
r .
1 (*
#
I 120'1hJ". ~/2O'IIQIt.
J(}'II"". I JO'~ J(}'IIQIt. I
ADDDDDE D OF DDA
f~~ftffirf
Rrturn Curb-j I I I I I I I { ~ ff-r-1
U TurmtlUf Or Other Ri9i~
SAWED .JOINTS
~
F.D.o. r. INDCX poo
.
CO
12"
~
M
ABC B C B C B C B A
f~~ffmrf
}~ ~ I I .(~RrturnCurb
~ Turnout Or Other Rigid ;~ure 0
OPEN JOINTS
.... .
7 1 /2" STD.
6" MIN. .
w
~
(V-CURB)
.
~
...
3' - 6"
CD
EXAGGERA TED SCALE
LONGITUDINAL SECTION
SECTION CC
JOINT LEGEND
1'-6"
9"
6" 1'-6"
~ -B;:.~ I iR
. .... .... H~
. '..'_' .... ;0... 1-:2
CD ':.:' ....::.. .:'::. .:. '.:" y>
'. . . . ...' - ". -k'ooI.
__ '.' '. .'. ..... CD
I, 24" r I
TYPE F
A. f E"ponsion Joints I Preformed JoInt Filler I
B. f Dumnrt Joints. T ooll(!
C. f F orlrlrd O/)rn Joints
o. (Saw Cut Joints. If Drr/) (96 Hour) 1hJ". 5' Crnters
E. i. Saw Cut Joints, If Drr/) (12 Hour) II"". JO' Centers
F. ~ E"pansion Joint When Run Of SId_It EJtCel(!s (ZO'
G' Cold Joint With Bond Brrallrr. Tooll(!
i R..... "'1 SA"'E SLOPE AS
'- ~- '-^~:~iJV" ~Ao~T PA~ENT
.... ':.:~:'<.'. :.:.... '::": ..- ::.>:-:-. ,:~':: ~Ij
. :.. :.: '.. :.:..' ,.' ~.
.... CD
I. 2'-3" .1
TYPE E
.
WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL "'A TCH THE CROSS SLOPE
OF THE ADJACENT PAVE"'ENT. THE THICKNESS OF THE UP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS.
VAllEY GUTTER DETAIL
F.D.O. T. INDEX #300
N.T.S.
..
4' SPASHPAD
SPILLWAY VARIES
PONO
BO~
l.l--TOE
~
-e" v.~"~m8'-~P~ e.-
CAST 8"X 16" TOE AT
END Of SPLASHPAD
AND AT TOP Of SPILLWAY
118"
L-4"
SECTION
~
co
~
3' BERM
.....I ~
TOE ......--.-
SWALE
'I
4"-J!l.PO PSI CONe. WI
e"x 8 -10/10 WWM (2"CLEAR)
CONCRETE SPILLWAY
DETAIL
~WALK & CURB JOlm
F.D.O.T. INDEX #310
N.T.S.
F.D. o. T. INDEX #300
F.D.O. T. INDEX #300
LOT 42
ENTZMINGER FARMS
ADDI170N No.2
PLA T BOOK 5, PAGe 9
36.oe
3$
.~~ 3 '04
$'/4
;Js. 9s 00. 6J
OPEN CUT 6: REPAIR EXIST CONe. DRMWAVS (SEE DETAIL)
I SAW CUT 6: REMO\t: 4IOlF - EXIST, S" CONe. ~ALJ( 10 INSTALL WAlER
REWO\t: EXIST. r BLOWOFF VN-VE. - MAIN. COMPACT 6: PREPARE FOR aTY OF' YI1N1ER SPANaS 10 INSTALL NEW rI SlDEWALJ<.-
10 EXIST rDIP WA1!R MAIN 6: EX1END EASTERLY I ~ .... 6: RESTORE R/W (CRASS !Q)) ON COMPL.E'nON
~~"" l"..fA .-W 4t a.l / ~ a ~P WAlER MAIN",,-
.~_~~~~:-~__:::='....._""-~_~~~:=~<'o~ --:=~ -C3S===:=2: .............................................. ..........._..... . U.,~l~.~!~t!u:T~ ~
~ --- ~ ~
. ~ ~ ~
~-----~~----_._---:==========-~_==?e;===:=___---_._-------_.---.-EXi~~CqRIj='~~Ef ~.. ~
U~l.e $ 041:> '/0 V<;l..9,~ ~~~-l.1' V<;l'~~.:f5'BJ :i~.9.~ V<;l'<$ '~~"J. 31.-;:;" ~ ~
.07 'US .,.. .... J's 0 S4 P 04....", 34
. 7 '.9 . <1-4 . 0/
~ 0~<1-. 0& t'ts,? ~
04 .63 'sl-Yt.~,.
. 60 if'c,o ... 1;
... <.0,0 J
~o< ~$S
~
\
Vb: 0<
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OFF-SITE WATER
SYSTEM
EXTEN SI ()N
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ENGINEER AA'~~ _ .-/.
'< #;'P/ f/I/ ""V( ~
fll'l' FEB I R 7fl(10
RONALD HENSON II. P .E.
DESIGN DRAFT CHECK
RMH DSG
PROJECT N099049DT
DAlE MA Y,
SCALE
SHEET
--
1999
NONE
7 OF 1 4
I
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L-J ......'
r ~OP OF GRATE
/ EL. 24.00
r,TOP Of' BERM
/ n. 28.00
11~
I-- TYPE 'c' INLET '~
i!OP OF BERM
/ EL. 28.00
{TOP OF GRATE
/ EL. 24.00
i!OP OF BER'"
/ El. 24.50
f1
lTOP OF GRATE
EL. 25.50
lTOP OF GRATE
EL. 27.45
;
~
~
I
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~ ~
I
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r rOP OF GRATE
/ EL. 27.45
rlTOP OF GRATE
/ EL. 2S.50
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I-- TYPE 'C. INLET
4'" PVC TEE - i-~ [
".....
'-'
==
o
4" OIA. pvc........ _ ~ ,.4. PVC TEE
INV. 23.3S ...... - tF -t
-r-8....1N.
4" iliA. PVC-.... _ .....4. PVC TEE
INV. 22.91 ...... _ 1""\ ' _
1 l- I--&.....IN.
"'" __12....'N.
~ PVC THREADED END CAP
POND BOTTOM EL. 21.50
.....-....~
.....:-
<(
_J
0_
'II::: fD,.
,..-SKl.....ER Bi.ADE
I vV- &O~
=/ i.-- -4. :PVC:/
,.. [,.--
.......
=; I 6.MIN.
'" PVC THREADED END CM'
/ wI 1. OIA. ORIFICE
FACING DOWN.
,
t-
U
=>
cr::
I-
U)
I-- TYPE 'e INIlET
'~
1~. PVC ElBOW
14. PVC ELBOW
2.
10.5.
10.S.
-
6.MIN.1
3. M:lE WIER........
INV. 28.80 ......
14. OIA. PVC-.... I r- PVC END CAP
INV. 25.0$ ...... _ /v
"\ J--6"MIN.
4. iliA. PVC~~ _1,./ ,.4. PVC 'I!EE
INV. 2:4.00 '
-1""\ -
I t- -6.MIN.
" -12.MIN.
'- PVC THREADED END CAP
~ POND BOTTOM EL. 22.00
f'-./
8~WIN. I
5
~~..-
Cc:
l.lJ
CL.
I-~
8....IN.
- 12"MIN.
~".(\.
~PONO BOTTOMI EL 24.50
1-0
-~
....
<-
BOLT FIBERGLASS SKI..WER
BlADE TO SlOES OF' INLET.
PVC END CAP W/
11. OJA. ORIFICE
fACING DOWN.
~
o
o
10. PVC
OUTfALL PIPE
INV. 10.12
b{o~
-
~e~
i..-
-
-
(~
:lUTf AU. PIPE) )
~ ~/
~
00
<.JJ 1 I: I
-:::r l t. ~ I
.~I ,
f~
-
I--
/.IV. 20.00 /
~T
--
--
---.
_'0' Pvc )
OUTfAlL PlPf" ()
-
-
-
r-:.RcP
"'~
\l:-:
I/INV. 23.00~
~
10" pvc._~
OO~AlL~)
-
!
;
.
n
h-.
I--
~
!
1
l
1
3'-1"
3'-1.
~
2'
1
!
3'-1"
~>>..
~\
~\
IY
2.
.s.:f8iU CTV B.~ N <0. 1 ~,
OUTFALL CONTROL STRUCTURE
POND 8
NTS
.s:rRUCT!J~~O. .7
OUTFALL CONTROL STRUCTURE
POND A
NTS
~1k'IICTURE NO. 17
OUTFALL CONTROL STRUCTURE
POND C
N1'5
~
~
~
~~~ ~
~"-i~
~~&1~~
&-i&";;;>-.CO~
~~i;~
~~~S~
aSt)f/J .
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t=
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0)
0)
I
0)
0)
0)
~
~
~
10.
'r1
~
~
~
~
~
~....
CLPS F!;.RMlTTED ~ IT
ON 3.-0 FRAME ~/-
~
TOP VIEW
L
~
r 1 tllet
(Inlet Tap T)1)e 6
I S)fTllMtrlcal About I)
~A
/' SA PA\/C T I :3000 PSI CONCRETE
{ A HALT ..~MEN I :(3" TO 4" SLUMP)
&~ ....... . - 'n." .:.4-:6
.4 '. ... ..:' .'.
"'\ \\~ . . . ....... ~'r\1U
-:.~w.>., .~\
~ ..~.~~ 10" SLOTTED "'~41~ ~\ y
~ ORAIN PIPE ~ -
'. (CONTtCH OR ..
. . ,APPROvtV .. I--- SHAPED BED
. . EQUAL) .'
. .. ... .
.' . . '.
. .
. ~ .~ .. I :. ..
GENERAL NOlES
1. Th. f1n1th.d ",racl. CII'Id ..~ of the Inlet tope _ to conform with the fInlehed croee
elope and gracle of th.' proposed e*woIk ond/or por1tway.
2. "en Inlets or. to beconettucted on a CUNeo refer toth. plone to 41etermlne the radlu.
CII'Id, where nece.tory. macllfy the Inlet detOll. occordln",ly. Bend etet! wh., n->,.
3. All ralnforeln", steel ....oll ho....~. minimum _ unl_ otherwlM ehown. Inlet tops lthall
be .Ith. caet-In-plaae ot" pAQalt concrete.
4. Preeoltln", of thl. Inr.t top wit be p.rmltted. Preealt unit. .hall conform to. the dlmenllonl
....awn or In acoordanae with oppro-..d ahap drawlng.. Requ..t fot" ehop drawlng approval
....oll be dlrtctedi to the State Drainage Engln.....
5. Concrete m..tlng the requlrern.,tl of A.s. T.t.1. C 478 (4-.000 P.S.I.) may be uaed In lleu
of CIa..... conerete for precalt unltl. manufactured In plants which en und. the Standard
Oprating Proceclu.... for the Ineptction of precoet drainage product..
6. The QOm. fIll.t. ehown for ~angulor throate en n.cenary only wh.n throot. are to be
uaed In con)mction with circular Inlet bottoms ot" when uaed on ekew with recton9llllar
Inlet box...
7. Far Inl.t Ibottoms _ :lndex No. 200.
8. Th_ Inlet top. ore deelgned fot" UM wlth standard curb and gutt. T)11)8 E and T)'I)e F'.
Locate outside of pedestrian erollWolk wh.e practical.
11. See Index 201 for IUpplemental detall..
10. All It... u.ed fot" frame and co....r lthall m..t the requlrem.,te of Asn.1 A-:S6.
11. Elth. cast Iron cowrs ot" steel covert ma!y be used. Iron co.....-. ....all be Cia.. No. 30
casting. In accordance wlth ASlM A-48.
12. ..., Alternate "G. Co...... Ie epeclfled In plans either the coat fron co....r
and golvonlzed steel frame or the the goIvonlzed st... co...... and frome mult
be uNCI. eo....... are to be Q1"outed 1n, acCOl'donce with the grCKiting detoll
....awn on .ShMt 2 of 2. In I*, of tack we\clng.
13. Inlet to be paid fot" under the contract unit price far Inlets (Curl>)..(Tp ).
Eactl.
FIllet Each Bad< Comer
Requ Ired 'M'l., Round
Bottom Or Rlw U
ro,..o 6. o.c... -- P
ftj 0 S. o.c:. ........-
S.-
(6. Or 9. ~
l(i ~ A r., I
2':"0" I 1'-8'~-
No. 5 Bora
o So" ctra. L. ._ T
(P ....... H.... ~fl 6. 8., 6.' No. 4 Tap Borl
roo""" or..... ,~NO. 4 Bottom
Hook On 1hrc~, 8' 8' 8. ~ To Watch Adjac.,t !fUrl> With 2. Top Radius
End Of Top &Iar.....__ And' Bottom ChCllllf....1&- _01 Iu.
~ " 3.. 0 -I t,.. I~ ~ F;I
~ ~I- I. _~lne
el.-tt1-c-o I IIi=I · ~ I-
i'o: No. 4 Bara 'I
o $'. ctn. ~
, 4 -..r.:;: Com. FIlet (See Note 6.) j
, IIJ ~J
..1 -===; ~O 6" CU.. Hot"lz.
6. ~o. 4 Diat. aar. 3'-0. tCl'lamfe 8. No.4 0 8' Ctra. Vert.
U&
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t .;"
Cl
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-~-It -m--~J
II l[)~ -I In
A
L
.
....
.
,..
~\ A
.
Cl
5/8.
2'-0. OR 3'-0'
'R
J j~
dI~ ~~I
I~' ;~t
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diJii
11
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I
iLlQ
3" ~~8.1
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B
C
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,.
....... I:
/
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.::t
...
1'-0" Fot" 0 : 1 Slope
11" for 4: 1 Slope
10. For J : 1 Slope
~,
L
10"
~A
"-8.
W
8'
..,
8. I.X
S'-O'
s
~
8'
~
10'-<11.
SECTION
~AST u~nN FCAUC'
'.
Slape
.-,.-
v
C _______
~~.. Y Baffle
I ~. Ben N
'-f I'""'" 0 eart W
X Baffl..-.r; -,:.Q ~Ti ~4.
\oJ
Inl.t Box Or RIeeP-
--
TOP VIEW
r-I
I
.
I
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~
~
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r~~ ~
I.Q ~
r~
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lit:
-
B
~
(St... Cover Shown)
SECTION AA
'r Ii ~!ar ~&
10. ::fE'
- .
s_~J
Gutter Transition
LTmI" Of Inl.t eonep:uctlon
~
F.D.O. T. INDEX #201
N.T.S.
To Be Paid for t
At ~ &" Gutt
F.L. Of Gutt_ .~!
~ \ b
~ ..."
%
,I
I ':;a :
If:il
1.-8.
1/
~~
::;.....--
\
J
Construction Joint
P.mltted ~
1..1
4.
S~OTTEO D~ PIPE
N.T.S.
..A
.....x BaffteL--'
I ....0. Min.
~
'T
1
.
I
i
: 2'-6.
-I
--------
~~w
~
3'-0.
SECTION AA
~
fIt'_n"
:J'-n"
Gutter TrGnsltlot"
NOlES: (TOPS)
,"ANHOlE TOP TYPE 7 SLABS SHALL B€ OF CLASS II CONCRETE.
'CONCRETE ~S SPECIFIED IN AS1M C-47& ~A Y BE USED f'OR
IPRECAST UNITS: SEE GENfRAL NOtE No.3.
iMANHOllE Top. TYPE 7 SLABS "AY BE OF CAST-lN-PLACE OR
iPRECAST CONSTRUCJlON. l1ilE OPlfAL KEY~ fOR PRECAST TOPS
~D IN UEU OF DOWELS. f!RAME AN $LAB ENINGS ARE TO
IBE OMITEO WHEN TOP IS USED 0 A JUNC ON BOX. FRAMES
CAN BE ADJUSTED W1ni FRON ONE TO SIX COURSES OF BRlCI<.
,MANHOI3E TOP TYPE 8 MAY BE OF CAST-IN-PLACE OR PRECAST
8S=8'I~TI~S~CJ1~Jr,lRa mL~J}~~'N~~~TE
,SE THE SAME AS mE SUppORTING WALL UNIT. AN ECCENTRIC
CONE MAY BE USED.
'MAIlHOME TOPS SHALL BE SECURED TO STRUCTURES BY OPTIONAL
CONSTRUCTION JOINTS AS SHOWN ON SHEET 3 OF e.
(f)
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<(
I-
(f)
1--0"
l'l.
L l'l.
I 2. "IN. \
.. TONOOE &eGRO\t:
2 - 8 ,WAX! ~~ TO MATCH
f
L
END VIEW
'":..2
~
~~
~~
DIMENSIONAL DETAILS
DIMENSIONS AND QUANTITIES FOR ON&:J-ENDWALL
F'1p4 SIn Baffle LocotlOn. ; CorIcrete Relnf.
AIeo (..., Required) ClGII'" Stet!
o So. Ft. L H W S B C Cu. Yd. Lb..
1&. 1.23 5 -3 1 -g" 3 -T 1 -g 1'-0 1'-0 1.19 51
18' 1,77 S'-O. %-0 3'-1( 2'-0 2'-0 2'-0-; 1.42 56
2~ 3.14 T-8" %-8 4-4 2-& 2-0.2"-8: 1.04 77
3i oU' 0':..0 :5 -0 4 -1 3 -0' J" -0 3'-0" 2.54 N
1 1.23 "-4. 1'-1C 3'-7 2.-&' 2-8 7'-4 1.54 M
1" 1.77 8.-4" ~-1 3'-1 2'-10 2'-10 2'-8'1 1.84 71
24. 3.14 10 -~ X-7 4.-~ 3 -8 3'-8. 3 -4 2.&3 82
30. 4.11 12 -~ 3 -1 4'-10 4 -2' 4 -2" 4'- 3.34 124
1. ...... 11'-0. 1'_11 Y-7 3'-11 3'-10 3'-1 ?10 8$
.. . 7'7 13.- "-"3'-1 4'-'" 4.-4. I.!- ? &:'1 103
.,. U4- 1t'- "-8' 4.- $'-4 5.-4" 5'-4 3.58 143
JO. 4.91 19'- 3'-2 4-1 8'-4 6'-4 0'-4 4.at 180
SECTION BB
(Cult Inl.t Top T)f>. 8 S1Ml,trJcal WIth Ltfl Half)
INLET TYPE 5
2't.1IN. ~
2' - 8" "AX.
TONGUE &c GROVE
,~ TO MATCH
f
~
.:t ~
i~
i~
'-ltI
~I')
1'-3" ., rI' ,
\2t. 8. . I 8. ,I-NO. 4 top Ben
No.5 Bar. '~No. 4- Bottom Bars:
o S. Ctra._ r-.. I T T I
1 ~\ ~~~
Ii' I ~
~ l::-
e-----
Rat.
Of
Slape
~
~
-"--
Intermediate Bor
(018COBtlnued Wh.n
Space e.tw"" Adjacent
Lon",ltudlnol Cloeer
ThOll 8- Canw.)
-'-'-
...
RISER -....
RISER-I'-
3 : 1
\~
~ ~
;/:--.Jr
~~:/ ~
SECTION PP
3. - .. OR .... DIA.
./
3' - S" OR 4. DlA.
1. t 1'-6" .1
. Th~ ~I~v-- ~
Jt Gr;JJ'.-r" ,...
"~~
:;.
4: 1
"
PRECAST CONCENlRIC CONE
PRECAST ECCENTRIC CONE
I~
..H
~
/
I::::
." DlA.
6 : 1
~
L
.
~
"c.....
.......-
... ...
I
1/2~L I _niICKNESS OF
~ ~STRUC1URE WALL
r
TOP MODifiCATION fOR TYPE E CURB
'CONCRElE Oft
6" BRICK. sa
NOTE 3.
DIMENSIONS AND QUANTITIES FOR BAFFLES
X BoflIe ConCAte ReIn!.
P Q R Bof/Ie Ralnf. Stet Claae'" St...
WIdth Heiaht LWlgtl Bar W Bar N Cu. V.d. Lb..
i:' 4" 4' 2... 4 1.. 4 4
44. I) "42....... 8
-s" .,,' 0- ....... ;)1 4 0.10 12
!S. 5. T W 4 W 4 18
I') I
'...
...~
l,-1 1/2. OPTIONAL KEY
Pipe
SIzt
o
15"
18'
24'"
3(J~
.I'1E.E 5 & 6 ItiI.E.IS
F. D. C. T. INDE); #211
N.T.5o
" - 8. OR 4' OIA.
.........
SECTION
NOTE: SEE SLAB DESIGNS INDEX 200.
TYPE 7
BRlCI< OR CONCREtE
TYPE 8 UANHOLtS
~
F.D.O. T. INDEX #201
N.T.S.
A'I
(
I
f
J
u- TYPE CONCRETE ENDW,AII c::
~
FOOT. INDEX # 261
N.T.S.
1-"""
1....6. 9. I at
Pawrnsnt Tranlltlon To InI.t I .
Pavern~ .~ 4 0, 'I
I \J I- .J [~C'~M
~~Th~~ t~~ ~:/ ..../ -L
~ iI ~ ~...............F''' ,~r
~ ~ I-i I ~16 Bart
r",1 II ~go' Hook
_ t'--.. (T)f>.)
~ 1 I
SuoereleYCIted Pavt.
AI
It T)f>' A Or B Rlw_
".
t T)f>e A Or IS RInr- I
2 Additional Bor, A !I
o 5. O. C. I i
Perpendicular Bore A "
(See Section A-A) -zf1.
l
2:-- 7.. Each Way-
Placed On Top Of
Bol'I A And B At 45'
.
<:....)
~
C
E
o
o
ti>
c:
.~
-g
.e
@
~
.2>
;
"0
~
i
Top Slab Rtlnforcln"", I Supplemental Bar A Or B
.d- J \
IlL -,. -. ...
':w 1 Optional Shear K.?~- L
Wall Relnforc~
10. Dra~
Bore A Short Way
(S.. Section B-4)-_
t
2 Additional Borl.B--
o ~. Max. O. C. E......
SkIt Of Op.,lng
2-.S Hoop Bora:
... (2 Lap SpI1cea Permitted)
J
r----
-mr
:
'~
Q..
,-
.e
~
~
]
.
g>
'I
J
Q)
c:
=
~
----"- U
~ .
~~""~
~ ~ ';1:
· .......... c:
c:-'.:.) ~
C1...) G)
Q~
I8Bort
ACI Std. HIaokI Required Each End Of,
straight Bare And RIlIht End Of Bent
e-: 180' Hooke. Canted 60. (+). On
( ~ Ben; 90" Hooke. Oown, On E_
"en Numbered f'rom Throat SIde.
" -.:i~
,
'"
- S Hoop Bar
.....4 Hoop Bar
+ i L J
~"", 'I ---Reference Axil
~1l1 ~ ~
I
· ,'1 ~
C \oJ' 1..,.
L'7
8
L
8
J
...- ,-Exp. Joint (T)f>.)
I AT TOP SLAB
r-:::--L
.. r\ ';to r
~
Sh~r K.y
, ""
"'-- ~
~
-
)
J,' -8.
+
<D
n
:::s
C>
c~
Cl.)
(...)
.~
C1...)
r:...r.:J
t:i~
WN
~('t')
In<
....0
z-
<~
~g
~LL.
:I:Q
""0
::)0
~~
~0
...oZ
("4')0
.....I
~
2 Ac:tdltloMl Bara A
o $. O. C.
C
\ .;__ .J
NOTE: Variations In ...._ key dlm",.ron.
wll ~ permitted subject to the
Engineer', approval.
....
,
Bora B Long War
(See Section B-IiI/
lOP SLAB REINFORCING STEEL DIAGRAM
18 8C11'
~~
,
Para'''' Borl :B (St. Section A-fItj-
~ TOP SLAB REINFORCING STEEL DIAGRAM
...
i ~ 8"\~(
....
:: -;1;.8
S,g 1!i....t
~ f ~~ Jg
~ c8 IJ .. ~ or. A 3cire._
..ti 11::;-- &91 4'-0.-
~~ 1
ii k r ~. - ~~.~~e
c1~ ~
.5! S .1..--
r- "..... TflCInlltlon ../
/' Tranaltlon J
; ,..-- Pa iern.,t o.pr.
A..J
PLAN
I
~
t ~
-= (:'It (:,
i!! ...
~.... 8tli
... i "1
.!!-'= 8
oS(/) ~
j} ~
II::~ ~j
~~
5~
;1
:'2
~l
10. ora~
. -: ~ l' Sh~r Key
':w1- Optlonol Shear ~ ~ I~ ~
~J~ ,,- - -:-r
~ I~ BottClrTl Slob Relnforcln 71 AT BOTTON SLAB
I
"-
o
I")
..
.0
~
a1J
CO
~
("ol
-
"
Sf
-
~
~
<?
~
j:::"
~
iD
c:
.2
a..
\ ~
~
8 t 3'-6. (T)f>.)~ 14 0 '2" BW
i g - r- (tfomon!tal Bara
I-- Continuous Around
I B 10... . Comtrll F'ot"
Bortor: \ _ ~ Rtctangular RlaerI)
~ II -=-=.---If-Ytr1lcal Wqll Reinforcing
IlllV II (See T~e)
~I twa Relnfor:FCInQ.J I Horizontal Wall Relnfot"clng
At ODenln f1 .....(See Table)
~ \:MMo~ ~ ~
A
~
THROAT lDETA'lL
1 b~
7t1n
-o;r 00
.J: .~
15 Bora
.4 0 12' BW
(HorIzontal Bart :~
~ContInUOUI Around
~ Comtrll For
Rectan",ular RI......
iI
2-Extra. 4', 111
,.. Each Side And E
AbOY8 Op.,In", 2
;i
fl
j
,
Throat S1de-1-r"" I
1:,1 1 4 a fit" .1. A 0 5.
I
REINiFORCING STEEL DIAGRAM
TOP SLAB OF INLETS
I~
i
111
j i'
ill
i ~!
!
,
T. Be Paid fot" M Separator (No Deduction For Inl.t)
SLAB TO WALL DETAILS FOR PRECAST AL TERNA TE
8' s.-dtot"
4' ~ot"
,~
9.
"Ilo Be Paid For At Inlet
4'
S'
4'
9-.4 TIea 0 12. o.e.
(See Section)
~~atot.. 4 Bare At Required
L To "'alntaln Co_
L...::
.:lIi.. ........
T)f>e ......... From.
(Cover Not StIOWt1
9",l5t
.J~
Pa'-- '" ~ 'i 1111\ "-J
~~'~
"4
't
S.
s3J
1r
Top Slab
Hook. Requlre4l
......... TIe. 0 12.. O.C.
~I
1~
I( )11
II,
-S Perlpherol
Ralnforcem..t
~
l /'") 1~
~~~ A)
1"-6. / ':K<.. ~
tmaxY ,,- "i~j
-
.l....
....
\
/1
l\
I
ftjBora~
If \
Ie Bora----
Set Throat Deta" And
Reinforcing Diatrom fot"
Hook Arrangem.,t
" ~.5 Prilhn
Ralnfor6emtnt
-----
.......... ._._Pavem.,t
\...
-
""1
Bore A/' '-Bare B
AL TERNA TE 8
SECTION B-B
Provide extra reInforcing each sIde of each opening
at 3' rT:ICIxlrnur:n epocln", .~ to half the GI'I(l of IIIt't1col
...rnforcm.nt rernoYed by the ~nln9 andl prollkl* the
same or~ of Irelnforcm.,t Dbo.... each opening at 3"
moxlmum IpOCIng a. r.mo....d by .he opening.
.
01
~
t
"0.,., BanI B
Bare 1.../
I-;-
J AlTERNATE A
.... SECTION A-A
i ! . ..OlE; 'MIen the Intlcle dlOmeter of a round .tructur. Is
d ~ 1I0t mot"e thalli 1'-6' lorger than the ~nln9 1m
t". rleer ot" top II0b0. the top of trl. .tructure
or rI..,. lIlaA be constructed accot"dlng to the
"Special Top Slab. detail' on thll ......t.
~
...:::",. Wall Rtlnforolnt
SECTION C-C
r.-
~
~r! NOTE:
.0:'
j :;
I..
2' ~"
~
.,'
Conlt. Joints Permitted
Between Th_ ,Ii.JrnIta-S..
Index No. 201 for "I!I__
olm",IIonl.
~. at
SPECIAL TOP SLAB.
'-'1- C.cr (T)f>.)
SECTION CC
1: I""
/ d
ENGINEER//.(f~ ;X
/.If7W flV..
I/vo,rF"R 1 R 7nnn
RONAL'D HENSON II, P'.E.
DESIGN DRAFT CHECK
RMH DSG
PROJECT
./ 16 Ben. 12" oc
/- 1& 8GI'I
f2. oc
~
"-J
P_~
GENERAL NOTES
S. structure tlottoma may be uHd In CCln)lnctlon with curb Inlet
topa T)f>- 1. 2, 3, 4, 5. 8. 9, and 10, and' erlY manhole or Plctlon box unle..
otherwlMahown In the plerll ot" othw .tandcrd drawlnge. A1t e structur.
bottoml may be ultd In con)lnctlon with curl> Inlet T)lPe8 7 . 8. ot"
any ditch bottoml inl.t :unl... otherwi.. ahown In lVIe plan. or oth. Itondord
ftwln.....
f ot" Bottom Slab
Rebar Embedment
Optlonl See Optional
Construction .Joint
Index No. 201.
10. The com. fRlet. ....own _ neceaeory for r.ctan9Ular etructu.... uMd with cIlrculor
rI.... and Inlet throats and uNCI on ek.. wlth rectangulor ,.,..,... Inlet and Inl.t
throate. Fill. wll be nqulred In lieu of the bottom .db of the A1t. B r1... wh.. uaed
with the Alt. A box. Each filet. ehali b. reinforced with 2- ftj bore.
"..-Pal/llrn.,t
I.-
1. Standard lItructure bottoml 4.-0' diom.t.... and .maler (All. A) ond 3'-8.
aquar, (Alt. B) ore dellgnate4l T)1)e P. Larger .tClJ!l<lord structure bottom.
or. deai9AGted TWe J. RI..re ore permitted for all Itructu.....
2. Wall. of circular structure. (A1ternat. A) constructed In place may be
of IIon-relnfot"ced concrete or brick or r.lnforced concr.t.. Precoat and
rectongulClr .tructur.. (..,ltemat. B) shall be conelructed of relllforcedl
COIllcret. only.
3. Wall thlckn_ and rtlnforcern.,t are for .Ith. r.inforced cast-in-place
ot" precaet concr.te unIt. except that preco.t clrculor unIte mo1 be fumllthtd
with walls In accordance with either A.S. T.N. C-478 (ul> to 06. diameter)
ot" A.S. T."" C-76. Cloa. III. e Wall. macllfled wh.... the elliptical It.., coge
areo II plclced In. the center one-third of the woIl.
4. Tap ond floor 11Gb thlckn_ and reinforcement <<e fot" preca.t ond co.t In
plac. construction. Top and floor lIobs 11:I011 be of CIa.. II
concret., Concr.t. oa apeclfled In ,,"S.T.IA. C-478 (4000 pel) may be
uaed In lleu of CI au l and CIa.. II concrete In precoat Itern. manufactured
In plantl which ore 1M_ the 'Standord Optratlng Procedures'tot" the
inspection of precaat t.lralna9' products.
5. All relnforcem.-t ....all II. A.S. T.... A615. Grade 60 ot" 65 KSl .welded wire
fabric, either smooth or deformed.
,
Jii
2
....
,
SECTION BB
SEC110N AA
11. Inlet throata. riser or manhol. top. ....all be aecured to Mructure. oa ....own an
Index No. 201.
GENEHAL NOlES
e- 3' oJ.: 1 15
~L...... "'" ~!"".
MODIFICATION WH8N USED 1~1~1
AS A MANHOLE j!iij
Ilj~1
7. Rectangulor .tructur.. ,may be rototed oa directed by the En91n.... in order
to racnltate COIlIIlectlan. between the .tructure wall. and .torm -- pipes.
1. This Inlet I. uaed In Traffic :>eporatclll T)tleI ... ond ,.....; ot", In Illporatona con.tructed
with Cult, T}PII A, Band E and a1dewalk paving. which connot accommodate Inlete
T)f>" 1, 2. 3. 4. 5. OK" 8. llse of thle Inlet on throuGh trofllc .Ide af the MPGrator
It not permlttedl In Medianl with Curbs T)'PtI '" and 8. Locate Inlet out.1de of
pedeltrlan cron traffic.
2. R'lnfot"o\lIlg-Na. 4 bora 0 12" centers unl_ oth~_lIloted. Cut ot" bend bcn out of
way of pipe wh.n n~. Bora to cItor ~ by 11 .
3. Recomm..ded maximum pip., 8Iz.. all 24. lon9ludlnal and 30" tran.......... fot" larger
pipe. 1nI.'. with All B both'll" Indtx No. 2OC1 _ recomrntll<ded.
4. For eupplernentary detoiI. M! lnd4lx No. lOt
5. Inl.t ta ~ paid far und. th COI\tract unit price for Inlete (CurbWT)1)e ). Each.
1 %. Stl'1;lct~ru with depthl 10...... 14" ore to b. ch~td for lIaatatlon by detlgneIT of
proJlCt c1ro1nQ9t.
13. Unitt lorger thCIII epeclfied atandard moy be IUbltituted at th. contractor'. option
wh., th.. unitt wll not couae ot" lnicreoae the levtrtty of utOlty conflict.. SUch
lorger unltl ahCIII be fumlehed at no addltlonol COlt to. th, OeportmWlt. La,....
Alternate A unitt cannot rtplace Alternate B IM'IltI wlthout CIJlPI'ovol of the
Engln.... Thle note ..... ta thll Index OfIly.
,.,.."
8. Except when ACt hookl are tplClflcally required. elI\'lbedment hOGk. In th,
top and bottom II. may be reploced wlth .tralght ernbedrneme or p~eral
r.lnfot"cement In accordance wlth the ralnforcemeM deto1l ....awn und.
'~eIDOr Strolg/lt End Embedrn...t Or Peripheral R.lnforcement In LIeu 0.' ACt
StandardHoOkI "'ot" Tap And Bottom Slab.', Index No. 2411. Shftt 3 of 8.
NOg9049DT
MAY, 1999
NONE
8 OF 1 4
':..-\
DAlE
/'
9. All st... bore ....all ha.... 1-1/2. minimum cover un'- ath_lIe thown. Horizontal
et_ In rectongulor etruct...... shall .. lapped a minimum of 24 bor dlametn
ateorn....
141. For manhole CIIId )Inctlon box tops. 'or fram.. and co........ and, for .upplementory
detaile ... Index No. 201.
SCALE
TYPE 7 INLET
F. D.O. T. I ~J DE)< # 21 2
N.T.S.
TYPE J AND P
STRUCTURE BOTTOMS -
F.D.O.T. NDEX
N.T.S.
SHEET
#200
.~
L
o
o
o
C"U
....,
....,
N
....,
Iii
....,
o
....,
C
ltl
J
C
o
::::E
01
:.:
"0
C"U
I-
o
01
~
o
01
01
/'
01
~
o
I
01
01
/'
If)
01
:.:
o
/'
If)
QJ
.......
.rl
lL..
E
ltl
c...
01
o
c...
a..
/'
u
/'
r-i
QJ
ltl
~
U
.rl
~
/'
/'
~
CONCRETE BASE l = .......
TROWEL-FINISHED
CONCRETE BENCHING
[I- "I ,
~
."~~
(:SEE MANHOLE
CONNECTION
c\ DETAILS
-'
-
SET COVERS FLUSH IN
PAVED AREAS & AT
ELEVATIONS SHOWN IN
UNPAVED AREAS. ~
~OUTSIDE
INSIDE -. WALL
WALL PRE-PRIMED
~ JOINT SURfACES
____ ' '-1-,..pRE-MOLDED
PRE-IPRIMED A/V PlASTIC JOINT
JOINT SEALED WITH
SURFACES PROTECTIVE
WRAPPER
(WRAPPER TO
r BE REMOVED)
COMPLETED ~ \
JOINT WITH U SQUEEZE-OUT
SQUEEZE-OUT
L--
/w.NHOLE FRAME & COVER
(SEE STANDARD DETAlL)
~ FRAMES BEDDED IN MORTAR
mmTf
:1: 2 COURSES OF BRICK MIN.
4 COURSES MAX.
1'-6" MIN
3' -0" MAX
IT I
/1/
f-S
2'-0"
1\
(I)
w
~
"'
EPOXY COAL TAR COATINGS
PER SPECIFICATIONS \ 1/
r
o
S
Cl::
>- 5"MIN ~
~~g~~~TI~" h r
!i!i!'-r= \ .~~ffl; ~
~ ~E ~Krr. ~ ~ ?J::e!t. j" .'N.
=t:, 9"1- :~~I~ -I 9"1-t-
2" MIN.
PRECAST MONOUTHIC
BASE
CAST -IN-PLACE
CONCRETE BASE
NOTES:
1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF
INFLUENT SEWER IS 24" OR WORE ABOVE THE INVERT OF
THE MANHOLE. SEE MANHOLE CONNECTION DETAILS.
2. AN ACCEPTABLE ALTERNATE PRECAST TOP MAY BE A FLAT
SLAB 6" MIN. THICKNESS.
3. FRAME WEIGHT TO BE 220 LBS.
4. COVER WEIGHT TO BE 170 LBS.
5. COVER TO BE MARKED: SANITARY SEWER
6. WEIGHTS TO BE STAMPED ON FRAME AND COVER.
7. FRAME AND COVER TO HAVE MACHINED SURFACES.
STANDARD COVER AND IFRAME DETAIL
25 3/4"
~"16"
1 1/4"
C 0
Delli c C
0000 00 ~
CCCOoCC~
t:J SAN It ARY ~
I::J SEWER c:
~oocccoc!:
"'oooocoo~
COVER TO HAVE NON-
PENETRATING PICK HOLES
2"
I~
Ef ::: t
I, !6" I
FRAME AND COVER TO BE TRAFFIC
BEARING U.S. FOUNDRY '227 OR EQUAL.
PRECAST CONCRETE MANHOLE
L
8" CONe. PAD WI
LOOP OF 14 REBAR
IIrI
'lo
?
'~~)' .'.
. "':'.: 0 ::.:.
. .
, .
., .
~ 'lo
\
8" PYC
. '. . .......
'lo
.. .\...
.' '.',..........' '.x.......
/!FRAME AND SOLID UD; NEENAH
R-1974-A OR APPRO'f'ED EQUAL;
wI e" D1A. CLEAR OPENNC
~ 1[..:1.... 'i;!'.':' ~
. ~ , . .
." ". "]
"r
_ 8- PVC Q.EANOUT
STACK
ff.-~'-
p~
(I
)
8" PVC
"-e"xS" WYE
SANITARY ('I ~ AtynlJT
TRANSITE COLLAR
ENCASED IN NON-
SHRINK GROUT
FLUSH WITH
~ANHOLE WALL
- A-: - .....- PRECAST
\,~. /' ~NHOLE
\~... WALL
-
MANHOLE~P~rf I
INVE:~... ~...:...,.,.~...f,.'...DIP (J
"'r.l..~", .~...,,~,', '~l':"i '. '.. .,.~. .~~.
r
FlITlNGS
MINIMUM LENGTH OF RESTRAINED PIPE
TO BE INSTALLED ON EACH SIDE OF FITTING
f'II'[ SIZE (INCHES)
8 10 12
24
.....
:Ul
18
8
QO
80
- -/
I 6
L.AIN~~~~
SEEDET~
y*~'~
~ --tl:1-
i8L__d
SUIIS
,.
4
.
80'-
45" IJENO
22 1/'r lIENO
11 114. -
...~"""" 1\1I Tft
WD ENDS
15
27
13
7
15
15
51
21
10
21 36
12 15
. 7
3 4
'A :VI
21 38
44
. 18
8
8
44
44
21
8
4
2
21
21
8
81
81
'-
..
NOTES:
1. INSTALL FULL LENGTH JOINTS WITH TOTAL NUMBf:R OF J(QINTS EQUAL TO OR GREATER THAN
SHOWN IN THE TABLE AND FOR THE TOTAL EQUIVALENT ILENGTH REQUIRED.
2. WHERE 1WO OR MORE FITT1NCS ARE TOGETHER USE FTT1TINGS WHICH YIELD THE GREATEST NUMBER OF
RESTRAINED JOINTS.
3. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, DRAWINGS FOR RESTRAINED JOINT SYS1rEM.
ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE CITY OF WINTER SPRINGS
4. THRUST BLOCK AND RESTRAINING SEWER AND WATER MAUN SCHEDULES SHALL BE COMPLETED BY THE
ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUJDING BUT NOT LIMITED TO THE FOLLOWING:
PIPE TYPE. SOIL BEARING CAPACITY. SOIL TYPE, DEPTH COF COVER, TEST PRESSURE. LAYING CONDITIONS.
SAFETY FACTOR.
5. THIS CHART WAS PREPARED BASED UPON THE 1992 DIPlRA MANUAL FOR THRUST RESTRAINT OF
DUCTILE IRON PIPE. ASSUMING: (1.) 150 PSI WORKING PRESSURE. (2.) 3 FEET OF DEPTH~ AND
(3.) LAYING CONDlTlON NO. 3 FOR SAND/SILT BACKFILL..
1. THRU UNE CONNECTION, 5. DIRECTION CHANGE. TOO USED ELBOW
2. THRU UNE CONNECTlON, CROSS USED AS 6. DIRECTION CHANGE
3. DIRECTION CHANGE. ELBOW 7. DIRECTION CHANGE,L CROSS USED AS ELBOW
4. DIRECTION CHANGE. VERTlCLE, BEND 8. THRU UNE CONNE"TlON.
Iil. HYDRANT RUNOUT
THk>II<:\T 10(1- ~ 1 to( AI
T-
\ SURFACE REPIJ\CEMENT TO BE CONSISTENT WITH
EXISTING MATERIAL AND OF EOUAl THICKNESS
BUT IN NO CASE LESS THAN 2" TOTAL ASPHAlT
THICKNESS.
TRENCH WIDTH (W) + 4'
SURFACE REPLACEMENT
F NT
r EXIST. ASPHALTIC
CONCRETE SURFACE
I .~@W~"<<'h~'~' ..
,. '. . .' ..... .
. . . . . '...... "
I~... 115' ';V//:w:. . .... ,.. ..,
2 I TRENCH 1 REPLACEMENT BASE
;., WIDTH MATERIAL TO BE
L1MEROCK OR
PUG MIX.
\
MANHOLE WALL '.1 :'.1 rTEE
1/2 PIPE DIA-. ,"
'.w'. .' . '. -. ~...' "..1
BRICK AND . ., r
MORTAR DAN t " .
INLET CONNECTION~ ~t .~::..'--I.~!
AS REQUIRED ~ ~ ~'.:: .~;.~ ~:.':.
MANHOLE INVERT ~!... j.:.~ ~'f-
Jl t ';~!I"~';. '\'.'. .:....\,."..~., ~.~. ~"..', '._~'.~.'.~'
)~"'. ....', _.". :' .......'to.:.:. "~::""r'. .....~.:.:.~,..,...
FORCEMAIN CONNECTION
NOTES:
1. PENETRATION TO EXISTING
MANHOLES SHALL BE CORE
BORED
2. DROP CONNIECTION SHlALL BE
REQUIRED WHENEVER AN
INFLUENT SEWER IS LOCATED
TWO f"EET OR MORE ABOVE
THE MAIN INVERT CHANNEL
CONCRETE ENC.SEMENT
OF VERTICAL PIIPE
DROP PIPE
90" BEND
I 0 J..L
~II ~1rTi-
I--:~~ _ illfrrL
UTILITY PIPE
I
SHELF TO BE IlNTEGRAL
WITH PRE -CAST BASE
12"
L 12
VARIES
DROP CONNECTION
TRENCH WAlL
PRECAST MANHOLE WALL J\
STAINLESS STEEL BOUND-':: ~~
.. ,
FILL WITH GROUT ~
STAINLESS STELL
PIPE CLAMP
SURFACE JOINT TO BE MECHANICALLY SAW-CUT.
NOTES:
PVC OR
DIP
.. ,'. ....... ..;:> ....~~..~\~ b'- RESILIENT
'~'>'.\'';.~i:';.'''.:'''''~~'''~.''''~''.' CONNECTOR
,'.\c '.~. }..... \'" ~~. ~... .," ....
1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES
OF THE PIPE TO THE BASE AND COMPACTED TO 98~ DENSITY PER
AASHTO T -180 MODIFIED PROCTER.
2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND
TAMPED TO ABOVE SPECIFIED DENSITY.
MANHOLE INVERT
TYPICAL CONNECTION
STANDARD ROADWAY OPEN CUT DETAIL
TYPICAL MANHOLE CONNECTION~S
Bel
I~ (SEE NOTE 1) ~J J I
COMPACTED II ~ II
SELECT ..!. I I COMPACTED
NATERlAI... ______ ~ I (;:-. BACKFILL
.~ ;-~~< ~'~ ,~...,. (6" IIN.)
CONCRETE --", ~ I V/PJ/7 + \,:' < ":~' t CONCRETE
Bc/2 ~~;:<:. ~~ )) ; __ ~ ...- Bc/2
Bc( /4 ) !~.~~ r--~ ~Bc/~N~~~~~
4 MIN. - IT I -, I -:::;...--
PIPE BELL j SOIL
-7 ~ ~~~~:uLNt
I"DAN ~
Bc/4 (6" MIN.)
CLASS "A" BEDDING-SPECIAL CONDITIONS
Bel
tl~~' (SEE ~ 1)
~~ - I
~~ l Be
I~i
~i
:T~~+~'" ~Bc/2
~ tJ ,,--J LT
UNDISTUReS:T . 'lJ .....-.....- rL ~ SEE NOTE 2
SOIL I-ii .....-,""""" Ln
PIPE BELL Ij': I:-T.
0.6 Be (TOTAL) .L' ~ACTED GRANULAR
BEDDING MATERIAL
NORUAL TRENCH nDA'" . ~D RJ:nI'lINa
,
CLASS "B" BEDDING-NORMAL CONDITIONS
COMPACTED BACKFU.
OR OTHER FlNISH~
SCREENED FINISH
exe-e/e W.W.F. '\ "'\.
~IREO- "1~ '\~,
8" MIN. ~
THIS PORTION no BE
CUT ~D REMCWED
SCHEDULE 40 GALVANIZED PIPE
AND FITTINGS. OR TYPE K COPPER
PIPE AND FI11lNGS. OR SCHEDULE
80 PIC PIPE AND FITTINGS.
It
BACK FLOW PREVENTER- TYPE
AS REQUIRED BY UTlUTY
I:::lI t::7T
1"V
-:~ ct. /""BRACING
MIN. V~ ~
/ /E
COMPACTED BACKFILL V 12'
/is SPECIFIED FOR ~ UIN
BEDDING TYPE. I ~ '" . V SHEETING
7,~ ~\
+
\ ~ I ~ iJ
~ '"1"1'
I
ad
(SEE NOTE 1)
~ UNION
METER BOX AND UD 1\ UNION-
SET 10 FINISHED GRADE.i'\
- 4" TO 6"
%'
r /'\;. :J
"V/
V
BALL-V 12" TO 30"
VAlVES ABOVE
GRADE
FINIS~ED7
GRAD~
~ill"
~
1'-
CURB 1
~. .[~<.~~
I;~.~:-;';,.,.~:, .~.
CURB STOP / . 7 '-:l
(LOCKING TYPE) ~
/I METER
. DR9 POLY - PE 3408 2" DIAMETER
-III:. IT:!:!:
PIPE BELL
.!
\
I 1:iT1 ~j111l
PROTECTIYE CONCRETE SL.AB
~
..
SHEETED TRENCH
....
SPECIAL DETAIL
CORP. STOP ~ DOUBLE STRAP SADDLE
-..A NOTES:
(~ 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BElWEEN
ALL GALVANIZED AND BRASS COMPONENTS.
2. METER SHALL BE INSTALLED BETWEEN SIDEWAU< AND CURB WHERE
[ APPUCABLE, OR AT PROPERTY UNE AND IN NO CASE SHALL IT BE
, INSTALLED IN SIDEWALK OR OTHER PAVED AREAS.
i WATER MAIN 3. PAINT BFP AND PIPING WITH A PRIMER SUillED TO BASE MATERIALS.
FINISH WITH 1WO COATS FORREST GREEN EXTERIOR ENAMEL.
4. ON NEW INSTALLATlONS, THE BACKFLOW PREVENTION DEVICE
SHALL BE TESTED ACCORDING TO SEM. CO. REQUIREMENTS
BEFORE THE WETER INSTALLATION CAN BE APPROVED FOR USE.
5. FOR ROADWAY CROSSINGS, ALL POLYETHYLENE SERVICE UNES
SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE.
THE SLEEVE SHALL HAVE A NOMINAL DIAMETER OF A
MINIMUM OF 1 INCH LARGER THAN THE SERVICE UNE
DIAMETER. auT NOT EXCEEDING 4 INCH NOMINAL. DIAMETER.
THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES.
BEYOND THE OUTSIDE EDGE OF THE RON1WAY PAVEMENT
AND/OR CURBING. SEAL THE ANNULAR SPACE AT THE ENOS
OF THE CASING USING AN APPROVED, NON-SHRINKING, MIN.
25 YEAR. SIUCONE CAULK.
6. POLY SERVICE LINE SIZE SHALL BE 2 INCH.
BEDDING AND TRENCHING NOTES
1. Be - PIPE 0.0.
ed - TRENCH WIDTH AT TOP OF PIPE
MAX. Bd - Be + 24"
MIN. Bd - MAX.. DIM. OF BELL + 8" (UNSHEETED TRENCH)
MAX. DIM. OF BELL + 12" (SHEETED TRENCH)
2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE
AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON-
CUSHIONING MATER1AL., DEPTH SHALL BE 6- BELOW BOTTOM
OF UTIUlY.
3. SHEETING SHALL BE DRIVEN BELOW THE UTIUTY INVERT
IF REQUIRED FOR LATERAl.. SUPPORT OR UNSUITABLE MATERIAij"
REMOVAL. WHERE DRIVEN BELOW PIPE IN\tERT, SHEETING SHWJ.
BE CUT OFF A MINIMUN OF 12" ABOVE TOP OF PIPE. OR HI4GHER
AS AUTHORIZED BY THE ENGINEER. AND LEfT IN PLACE. IN NO
CASE SHALL SHEE11NG LEFT IN PLACE EXTEND HIGHER THAN 30"
BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED.
BRACING SHALL BE APPROVED ~ REQUIRED.
4. PROTECTIVE CONCRETE SLABS ARE !SEQUIRED WHENEVER
DEPTH OF COVER IS LESS THAN 36 AND IF APPROVED BY 1THE
lITIUTY.
~. BACKFIU TO BE COMPACTED TO 98" DENSITY OF
MSHTO T180 WOlIFlED PROCTOR IN AREAS TO BE PAVED
AND 95~ IN OTHERS.
3/4", 1", 1 1/2" & 2" WATER METER &
BACKFLOW PREVENTER
COMMERCIAL, INDUSTRIAL. AND MULTI-FAMILY SERVICES
PIPE BEDIDING & TRENCHING DETAILS
Z 1/Z. HOSE
NOZZLES
BREAKABLE
BARREL COUPLING
OR FLANGE
~6. STANDARD HYDRANT
/ WITH 5 1/." OPENING
"
CAP CHAINS
I-
Z
<.l)
i:i
z %
i )(
~PROVlDE CONCRETE COlLAR ~ ~
IN PAVED AND UNPAVED AREAS .' ..,
...
~-~ 18.X18"U" CONCRETE t
COLLAR WITH ,. REBAR
~
L!!.J
r
~
ONE PUN PER OUTLET NOZZEL
ON STREET SIDE
FINISHED
GRADE
_ 6Fi
-
CAST IRON BOX
3' -0" MIN
COVER
l:!!:=!:l
~
6" MECHANICAL JOINT
CATE VALVE
t
DRAIN VALVE
SHALL BE PLUGGED
~~
"L m / UI ~I~ \ m
LLOCKING 6" HYDRAN~ ~ ...-
ADAPTER AND HYDRANT
TEE. OR 3/4" TIE
RODS (NIN 2 PER
CONNECTION PIECE)
o
6" CONNECTING PlECE-.J
NOTES:
1 . THE HYDRANTS ACCEPTABLE TO THE
CITY OF' WINTER SPRINGS SHALL
BE EITHER THE CLOW , 42 NEDAUON
AWERICAN DARLING B849. OR THE
MUELLER A-423.
2. THE BARREL SHALL BE PAINTED YELLOW
AND TOP WHITE
3. GRIP RING OR MEGA LUG RESTRAINTS ~ Y
USED IN PLACE OF AlL THREAD RODS
FIRE HYDRANT ASSEM8L Y
I..~. ~'.L I'-- B.J ..~ . :".~
h . . , .. ~ !W ~ I. -. t . . J
~ COILED TRACING WIRE
\ (TYPICAL)
I
//
I
I
I
I
I
/
/
/
/
-
-
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~t:'
,
~\
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'--~
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I--
TAPE
.
~
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~
It--
\ 14 THHN SOUD COPPER
7
.TRACING WIRE GENERAL NOTES:
I. PIPE UNE TRACING WIRE. IS TO BE
INSTALLED ON ALL POTABLE WATER
RECLAIMED WATER AND SEWER
FORCE MAINS.
2. SYSTEMS-TRACING WIRE SHAlL ALLOW
TRACABIUTY OF ALL PIPE BRANCHES
INClUDING THOSE FOR HYDRANTS.
TRACING WIRE SHALL BE INSTALLED
OVER THE ENTIRE lENGTH OF' THE MAIN
AND SECURED TO THE MAIN EVERY
~~ArfEIX~~~~ ~~~~~~JA6r 1~J.R~BOVE
GRADE AT EACH INTERVAl. AND SHAlL
BE COILED AND PLACED IN A VALVE BOX
FOR EASY ACCESSIBILITY.
3. ON DEAD END MAINS THE TRACING WIRE
SHAlL BE PLACED IN A PROPERLY IDENT-
IFIED PVC VAl.VE BOX AT THE END OF
THE RUN.
TRACING WIRE CONNECTION
i.S:CXJuncuXft
s:c S
s:cX x.
,SBlicPJD
~
~~~
(II!!I
'W/
-
Ix
.
1ft s:cl
\.
RECLAIMED WATER
I t-L
,
TO BE DETERMINED
SEWER
POTABLE WATER
I r-L
,
TO BE DETERMINED
1
r-L
,
TO BE DETERNINED
TYPICAL VALVE BOX COVER DETAILS
SET TOP OF VALVE BOX
I TO FINISHED GRADE
EXTENSION STEW WITH I I~ I 3" CLEAR
Z" SQ. WRENCH NUT I:~' I
AND, UPPER GOlDE :E~-r-L~"-A
REQUIRED F'OR MORE T
THAN 4' DEPTH ~
r.--
BOX SHALL NOT
REST ON VALVE
OR PIPE
VALVE (TYPE
AS SPECIFIED) -
AI
18.x18.x." CONCRETE
COlLAR WITH '4 REBAR
ADJUSTABLE
VALVE BOX
(CAST IRON)
MECHANICAL JOINT
GATE VALVE
Z
i
&
(0
1'1)
----l
h
-
~
"'"
TYPICAL VALVE AND VALVE BOX DEl AIL
Y.ALVE. VALVE BOX AND COVEB
/ .4/
ENGINEE~/ ~ ~~
....L.::...:" . FES 1 8 1nnn
RON]b[:HENSON II. P.E.
DESIGN DRAFT CHECK
RUH DSG
PROJECT ~'9049DT2
DATE MAY. 1999
NONE
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SCALE
SHEET
PART 1 - GENERAL
1. 01 Furnish and install two grinder pumps to deliver 83
GPM against a total head of 33 feet Total Dynamic Head
(TDH). Pump$ shall be capable of handling domestic s.wage with
minimal maintenance. The motor shall be 2.44 HP, 3450 RP....
208 VOLT/... 3 PHASE/ 60 HERTZ. The motor shall be
an Integral part of the pumping unit. Pump discharge size
shall be 2 inch. Pump, control system. and F'RP
(fiberglass reinforced polyester) wetwell shall be LSM Grinder/Pac.
provided and manufactured by LIft Station ManuTaCturlna (orDoratlon
of Oviedo. Florida, 32765 PhI (407) 977-8600
Contract award shall be on the basis of the base bid LSM/Grinder Pac
system Alternative deductive systems shall be considered only
after contract award. Alternative deductive system must be specified
at bid time. The contractor sholl reimburse the engine.r for
additional expenses to review alternative system. Any savings shall
be shared with the owner.
Due to the superior corrosion resistance and leak proof design
of fiberglass. a concrete wetwell will NOT be permitted.
The entire lift station system shall be supplied by the pump
supplier and certification of supply will be required.
Anv Devtation in the SDeclfied Bid Procedure will result In automatic
reiection of alternative systems and will reaulre base bid system
to be supplied.
PART 2 - PRODUCTS
2.01
GRINDER PUMP - Pump shall be of the centrifugal type
LS..... CORP. Model HO"'A GRP 25/3 with an integrally
built grinder unit and submersible type motor. The pump
shaH be mounted in the FRP basin by a dual slide rail
system in such a way that solids are fed in an up-flow
direction to the grinder impeller with no feet or other
obstruction below the grinder inlet.
The grinder unit shall be capable of macerating all
material in normal domestic and commercial sewage
including reasonable amounts of foreign objects such as
wood. plastic. glass. rubber, sanitary napkins,
disposable diapers and the like to a fine slurry that
will pass freely through the pump and the discharge pipe.
The pump motor shaH be of the submersible type. Single
phase motors shall be of the capacitor start, capacitor
run type for high starting torque.
Stator windings shall be of the open type with Class F
insulation for operating in air or clean dielectric oil that
lubricates bearings and seals and cools the windings.
"'otor stator shall be Dressed Into housing for best
alignment and maximum heat.. transfer.
A heat sensor thermostat shall be attached to the top
end of the motor winding and shall be connected in
series with the magnetic contQctor coil in control box
to stop motor if motor winding temperature reaches 200
degrees F. Thermostat to automatically reset when
motor cools. Two heat sensors are to be used on 3
phase motors.
The common motor pump and grinder shaft shall be of
AISI 416 SS threaded to take pump impeller and grinder
impeller.
2.02 DUPLEX PUMP CONTROL PANEL - Each pump control panel shall control
two 2..... HP, 208 V / 3; ,60HZ pumps. The four float
system shall operate on intrinsically safe control volta~e. The enclosure
shall be NEMA 3R. minimum 24" high x 20" wide x 8' deep, fabricated
from type 304, 14 go. stainless steel with padlockable draw latches.
The enclosure shall have external mounting feet to allow for wall
mounting. All hardware shall be stainless steel. All conduit penetrations
shall have approved seal off fittings and shall be properly sealed to
prevent gas from entering enclosure.
The following components shall be mounted through the enclosure:
1 ea. Red Alarm Beacon
1 ea. Alarm Horn
1 ea. Generator Receptacle with weatherproof cover
1 ea. Silence Pushbutton
The backpanel shall be fabricated from .125, 5052-H32 marine alloy
aluminum. All components shall be mounted by machined stainless
steel screws. Self tapping screws are not acceptable.
The following components shall be mounted to th~ backpanel:
Motor Contactors
Start Capacitors to match motor requirements, single phase only
Run Capacitors to match motor requirements, single phase only
Start Relays to match motor requirements, single phase only
Voltage Monitor With fuses. (Single Phose) Phase/Monitor (Three
Phose)
Control Transformer with primary and secondary fuses,
480 Volt only
Silence Relay
Intrinsically Safe Float Input Module
Duplex Alternator
Terminals for field connections
Terminals for motor connections, single phase only
Ground Lugs
Space Heater
2 ea.
2 ea.
2 ea.
2 ea.
1 ea.
1 ea.
1 ea.
1 eo.
1 ea.
20 ea.
6 ea.
3 ea.
1 ea.
The innerdoor shall be fabricated from .080. 5052-H32 marine alloy
aluminum. The innerdoor shall have a continuous aluminum piano hinge, a
handle and catch and shall be Installed by stainless steel screws for ease
of removal. The Inner door shall open a minimum of 110 degrees to allow
safe access to backpanel.
L
The following components shall be mounted through the Innerdoor:
1 ea. Main Circuit Breaker
1 ea. Emergency Circuit Breaker
1 ea. Mechanical Interlock for main breakers
2 ea. Motor Short Circuit Protectors
1 ea. Control Circuit Breaker
2 ea. Hand-Off-Auto selector switches
1 ea. Sequence selector switch, I -Auto-2
1 ea. Alternator Test Switch
2 ea. Pump Run Pilot Lights
1 ea. Power On Pilot Light
4 ea. Float Indicating Pilot Lights
2 ea. Seal Failure Pilot Lights
2 eo. Elapsed Time Meters
1 ea. GFI Duplex Convenience Outlet
COMPONENT SPECIFICATIONS:
All circuit breakers shall be molded case thermal magnetic. Circuit breakers
shall be sealed by the manufacturer after calibration to prevent tampering.
Each breaker sholl be adequately sized to meet the equipment operating
conditions.
The mechanical Interlock shall prevent the normal and emergency main
breakers from being energized at the some time. The interlock shall be
fabricated from aluminum or stainless steel.
An emergency generator receptacle shall be supplied In Qccordance with DEP
standards. The generator receptacle shall be adequately sized to meet the
equipment operating conditions.
All motor short circuit protection devices must provide for undervoltage release
and class 10 overload protection on all three phases. Visible trip indication, test
and reset capability must be provided without opening Inner door.
Open frome, across the line, contactors shall be rated per IEC standards and
properly sized per the motor requirements. Contactors shall provide for safe
touch power and control terminals. Contactor contacts and coil shall be easily
replaceable without removing the contactor from its mounted position.
A lightning arrestor to meet or exceed the requirements of ANSI/IEEE Std.
ANSI/IEEE Std. C62.21-1984 section 8.6.1 and 8.7.3 shall be supplied by electrician
and mounted on the bottom side of the switch disconnect ahead of the pump
control panel.
A voltage monitor shall be supplied for single phase service. The voltage
monitor shall be designed to sense a low voltage condition. The relay shall de-
energize the motors when the line voltage drops 15% below the relay setting.
The voltage monitor shall be protected by dual element fuses.
A phase monitor shall be supplied for three phase service. The phase monitor
shall be designed to sense a low voltage, phase loss, power failure and
improper phase sequence condition. The relay shall de-energize the motors
upon a conditon fault. The phase monitor shall be protected by dual element
fuses.
The control system shall be designed to operate the floats at Intrinsically safe
voltage levels (5V 0 100 mlcroamps). Each input shall cause a contact closure
to start and stop pumps as well as energize alarms.
The duplex alternator shall be the solid state type. The alternator shall switch
each pump to lead upon a single complete cycle and shall provide for lag
pump operation upon level rise.
The design logic for this system shall Include float failure detection. Upon a float
failure, the logic shall automatically compensate for the loss by removing the
failed float from the circuit and electrically re-posit!ion the floats for a fail safe
mode. As an example, If the "STOP PUMPS" float failed, the "START LEAD" float
would become the "STOP PUMPS" float, the "START LAG" float would become the
"START LEAD" float and the "HIGH LEVEL" float would become the "START :LAG/
HIGH LEVEL "float. Further, if the "STOP PUMPS" and the "START LEAD" floats failed,
the "START LAG" float woud become the "STOP PUMPS" float and the "HIGH LEVEL"
would become the "START LEAD/START LAG/HIGH LEVEL" float.
The Control "'odule shall be programmable to start both pumps simultaneously every
24 hours to increase pump discharge velocity and to provide "WIPE DOWN"
of wetwell wall
A lag pump time delay shall be supplied to prevent both pumps from
simultaneously starting after a power outage. The time delay shall be set at 10
seconds minimum.
An alternator sequence (1-Auto-2), three position toggle type selector switch
shall be supplied to manually overide the alternator. In the '(' positon, motor #1
shall always be the lead motor. In the 'Auto' positon, the motors shall sequence
to become the lead motor. In the '2' positon, motor #2 shall always be the lead
motor.
An alternator test switch. toggle type shall be supplied to test the alternator
circuit.
Hand-Off-Auto, three position toggle type selector switches shall be supplied for
each motor.
A red run light shall be supplied for each motor. The pilot light shall illuminate
each time the motor Is called to run.
A yellow seal failure light sholl be supplied for each motor. The pilot light sholl
illuminate upon detection of water In the seal chamber of the pump.
Each motor shall have an elapsed time meter to record the accumulated running
time. The ETM shall be a 2" diameter. non-resettable, six digit, totally
encapsulated unit.
A red pilot light shall be supplied for each float. The appropriate pilot light shall
illuminate each time the float switch closes.
A green pilot light shall be supplied for control power. The pilot light shall
illuminate when contr,ol power Is available in the panel.
Relays shall b. Ice-cube plug-in type. Relay contacts shall be rated 10 omp
minimum, DPDT.
Twenty (20) terminals sholl be supplied for field connections. The teminals shall
be rated 25 amps minimum and shall be mounted on a 30 degree angle for ease
of field wiring. Float connection terminals shall be arranged such that each float
is connected in consecutive order and does not require any crossing of wires.
Each motor over-temperature contact shall be connected to the terminal strip
and shall open a contact to de-energize the appropriate motor upon a high
temperature within the motor.
A 15A GFI duplex convenience outlet shall be supplied and mounted on the
Innerdoar to provide service technicians with an outlet for trouble lights, etc.
Ground lugs shall be supplied and appropriately sized for each motor and for
service entrance.
A space heater shall be provided to maintain the temperature within the enclosure
a minimum of 2-3 degrees F. above ambient to provent condensation build up.
The heater sholl be mounted with stainless steel screws and protected by a shield.
Self adhesive means of fastening by glue, tape, ect. ore not acceptable.
//FlBERGlASS VALVE BOX (LOCKABLE)
r EMERGENCY PUMP OUT
W/ QUICK CONNECT CPLG.
L--
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/ _ UNE
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Grinder/Pac.
GRINDER PUMP SPECIFICATION
o 0
Nameplates for the innerdoor shall be of a grap1hic design, specifically depicting
the intent for each device. One nameplate shalll be supplied for all control
devices. One namplate shall be supplied for all power devices. All text and
graphics on each nameplate shall be scratch resistant. The nameplQtes shall
be fabricated from laser-screened laminated mylar.
Nameplates for the backpanel shall be of a graphic design, specifically
depicting the Intent for each component. One nameplate shall be supplied for
each component. All text and graphics on each nameplate shall be scratch
resistant. The nameplates shall be fabricated kom laser-screened laminated
mylar
...ISCELlANEOUS:
All wiring on the backpanel sholl be contained w,ithin wiring duct.
All wiring between the innerdoor and the backpalnel shall be contained within a
plastic spiral wrap.'
Each wire shall have a wire number at each encd to correspond to the asbuilt
drawing for field troubleshooting.
The control panel shall be assembled by an Underwriters Laboratories UL508
listed manufacturing facility.
2.03 FASTENER and APPURTENANCES- All fasteners, liffting cables, float
cable bracket and appurtenances sholl be made! of AISI 304SS or
other material inert to the highly corrosive atmosphere of a sewage
lift station. Hinges for the wet well and valve box shall be AISI
304SS minimum.
An aluminum Slide/latch assembly shall be pro\lfided for holding
the doors open on both the wet well and the \lfalve box.
Slide rails shall be SCH 40 AISI 304SS pipe.
Pump. lifting devices sholl be made of A1SI 304SS (min.) cable
(1/4 "min) or 304SS chain of sufficient size, wiith safety factor to
handle safely the specific pumps. AISI 304SS (min.) pump lifting
bails shall be provided.
2.04 FRP PRODUCTS - The fiber~lass wet well must !be H-20 load rated
and certification of this rating must be suppliedl at time of submittal.
The pump wet~ell sholl be manufactured 0 fibelrglass reinforced
polyester (FRP) of diameter and depth as showm on the lift station
elevation detail. The basin/wetwell wall thickness shall be adequate
for the depth of the tank to maintain structurall integrity in the
following condition:
1. Soil modulus of 700 psi.
2. Soil density of 120 Ibs/ft
3. Luschers safety factor of 2.0.
Material for the FRP sholl be as follows:
Resin: The resins used shall be 0 commercicol grade unsaturated
"I.otholie" polyester re.ln. Orthotholic resins are not acceptable.
Reinforcing Materiols: The reinforcing materiall shall be commercial
grade "E" type glass in the form of mat. cthopped or roving fabric,
having a coupling agent that will provide a 1suitable bond between
the glass reinforcement and the resin.
Fillers and Additives: Fillers of any type shalll not be utilized.
Additives, such as thixotropic agents, catalyslts, promoters, etc., may
be added os required by the specific manufiocturing process to be
used to meet the requirements of this speciification.
PART 3 - EXECUTION.
3.01 INSTALLATION _ shall be in strict accordClnce wi1th the manufacturer's
instructions and recommendations in the locatio Ins shown on the
drawing.
3.02 INSPECTION AND TESTING - A factory representative shall be
provided for one (1) day and shall have compl~te knowledge of
proper operation and maintenance to inspect thle final installation
and supervise the test run of the equipment.
Megger the motor. The pump motors shall be rmegged out prior
ta startup to ensure the insulation of the pump motor/cable
system is intact.
The pump controls and pumps shall be checked for mechanical
reliability and proper operation.
CONTROL PANEL
5.5. HINGES
.
co
-
FIBERGLASS WET WELL
H-20 LOAD RATED
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ELECTRICAL CONDUITS
FIBERGLASS VALVE BOX
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CONCRETE TO PROVIDE
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~ SLIDE RAILS (S1Zm PER MANUFACTOR) SCH 40 AISI 304SS PIPE)
I ,v I
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CONCRETE GROUT AS REQ'O
BY ENGINEER TO PREVENT
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PRIMARY PUMP CAPACITY 83 GPtM
PRIMARY TOH 33 fT
SECONDARY PUMP CAPACITY 83 GPtM
SECONDARY TDH 33 FT
PEAK INFLUENT FLOW RA TE ~P"
PUMP CYCLE TIME M4IN.
PU"'P SYSlE'" "'ANUFACTURER L.S.M. COIRP.
PUMP MODEL NO. HOMA GRP : 25/3 @ TOP OF WETWELL
R.P..... 3450 @ TOP OF VALVf; BOX
HORSE POWER 2.44 @ INLET INVERT (EAST)
ELECTRICAL -VOLTSjPHASE 208V/ 35~ @ INLET INVERT (SOUTH)
FULL LOAD F.LA. PER PUMP 12 @ HIGH LEVEL ALARM
AMP. ~LA. TOTAL 24 <aD ~ PUMP ON
PU"'P DISCHARGE SIZE 2" Ci) ~ PUMP ON
CD PUMPS OFF
138 mm. (j) BOTTOM OF WET WELL
SWITCH OISCONNECT~
CONTROL PANEL \
GENERATOR RECEPT~~ \ .
MODEL NO. A3042 (O.A.E.)
'I \ 1 ~g.., I......
UNISTRUT (OR EQ.)~ lJ'"
ELEVATION
CHART
27.30
27.30
22.00
20.00
19.50
19.00
18.50
16.00
14.00
LIFT ST A TION SECTION
I...PELLER DIA.
NOTES:
ELECTRIC METER
(CONTRACTOR
LOCATE)
LIGHTNI!\,G ARRESTOR
AELD MCUNTED BY
ELECTRIC AN
~ SEAL OFF'S - (2">
(2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS
- 1 i-- - (3)- 2" CONDUITS REQ'D FOR 3 HP AND
3/4" HOSE BIBB 'I' ~. i'" LARGE~ PUMPS
-1()_ _ WATER LEVEL CONTROL
3/4" GALV RISE~~ L---- I-- TO PUMP NO. 1
'Co i- - r __ -:: (.-- TO PUMP NO. 2
SLEEVE REQUIRED! ....... .- - ~ ~ -
.l.-- '-- I-- .,,- 2" GAL PIPE: OR EQUIV.
GRADE - I"" ". :.... .a; . .~ : '.. :. .. 71..POSTS
~ L.. ~ ~.. .. ~. '.: .... \ .. ~.. .\ ~ CONC. SLAB 48" LX12-=- "'xl0" D
TO WATER SUPPL Y--.. '\.::.. GROUND ROO ~ OR CONC. ilROUND POSTS
NOTE: 12" ,f x 24" DEEP
REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE lOCATION
TO BE INSTALLED IN "'ATER SUPPLY l.INE TO (VERIFY 'w'/PD'JER CO.~
LIfT STATION. SEE PLANS F'OR DETAILS.
ALL DIMENSIONS ARE IN FEET EXCEPT AS NOTED.
DRAWING IS NOT TO SCALE.
ALL DIMENSIONS AND SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE.
PAINT EXPOSED FRP AS REQUIRED B:Y OWNER/ENGINEER.
F.R.P. INDICATES FIBERGLASS REINFOIRCED POLYESTER.
ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES.
ELECTRICIAN TO RUN.J:W.Q. (2 HP PlJJ...PS) / THR[[ (3 HP Be LARGER PUMPS)
SEPARATE 2" CONDUITS (ONE EACH FOR HIGH &: LOW VOLTAGES) PER
ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWElL
ALUMINU... WIRE SHALL NOT BE USEID BETWEEN t.tAIN METER
AND CONTROL PANEL.
ELECTRICIAN SHALL SEAL OFF CONDIUIT RUNS INSIDE WETWELL
AND INSIDE OF CONTROL PANEL.
ELECTRICIAN TO t.tOUNT LIGHTNING ARRESTOR AT SWITCH
DISCONNECT (AHEAD OF THE PUMP CONTROL PANEL).
11. BOTH WETWELL AND VALVE BOX SHJALL BE PROVIDED WITH A MEANS
FOR LOCKING.
CONTRACTOR SHALL FIELD INSTALL UNLET FITTING AT PROPER ELEVATION.
ALL HARDWARE AND FASTENERS SH,ALL BE STAINLESS STEEL.
CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT.
NEUTRAL REQUIRED ON ALL ELECTRIICAL SERVICE TO CONTROL PANEL
* ELECTRICIAIN NOTE
1.
2.
3.
4.
5.
6.
* 7.
* 8.
* 9.
*10.
12.
13.
14.
*15.
ELECTRICAL RISER
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FBI 8 ,non
RON~) HENSON II. P .E.
DESIGN DRAFT CHECK
RMH DSG
PROJECT NO'99049LF
DATE MAY, 1999
SCALE NONE
SHEET 1 0 OF 1 4
TOP EL.
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SEE ELEVATION CHART FOR @ THRU <i>
LEVEL CONTROL
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SECTION 01010 - SUMMARY OF THE WORK
Construction of 0 paved parking area to serve Eckerd retail store. Associated
Improvements Include storm drainage. storm water management system. underground
utilities. landscape and irrigation to seMI the proposed development.
Contractor sholl refer to the soils Investigation report as prepared by Andre)'ev Engineering,
Inc. for existing soil conditions and supplement os necessary to provide complete bid.
Contractor U.e of Premise.:
Use of the Site: Confine operations at the site to the areas permitted. Portions of the lite beyond
areas on which work is indicated or. not to b. disturbed.
Lock automotive t)'P41 vehicles and oth.r mechanized or motorized construction .qulpment.
when parked and unattended. Do not leave vehlele. or equlpm.nt unattended with the motor
running or Ignition key In place.
Th. contractor sholl coordinate the con.tructlon of paving and storm drainage with 011 other
construction ond sholl be responsible for location of and protection of existing underground
utilities during construction. All underground utilities must be Installed prior to preparation of
subgrade for pa....ment.
SECTION 01400 - QUALITY CONTROL SERVICES
Description: Quality control services Include Inspections and tests performed by Independent
agencl.s and gowrnlng authorities. os wen as by the Contractor. Inspection and testing services
are Intended to determine compliance of the work with requirement. .peclfied. Sp.clflc quality
control requirement. are specified In Individual .peclflcatlon .ections.
Responsibilities:
Contractor Responsibilities: Except where Indicated os being the Owner's responsibility, quality
control services are the Contractor's responsibility, Including those specified to be performed by
an Independent agency and not by the Contractor. The Contractor shall employ and pay on
In~ndent agency. te.tlng laboratory or oth.r qualified firm to perform quality control .ervlc..
specifi.d.
The Owner will engage and pay for services of an Independent agency to p.rform the inspections
and tests that are specified as Owner's responslbillti.s.
Ret.st R.sponslbUlty. Wher. results of inspections or tests do not Indicate compliance with
contract document, retests or. the Contractor's r.sponslblity.
Responsibility for Associated Services: The Contractor shall cooperate with Independent
agencl.. performing Insp.ctlons or tests. Provide auxiliary servlc.. os ore r.asonable. Auxiliary
services Include:
Provide access to the work.
Assist taking sampl.s.
Dell...., sampl.. to test laboratory.
Coordination: The Contractor and Independent test agency shall coordinate the sequence of
their activities. Avald removing and replacing work to accammodat. inspections and t.sts. The
Contractor Is responsible for scheduling times for Inspections and tests.
Qualifications for Service Agencies: Engage inspection and test service agencies which are
prequallflecl a. complying with -Recommended Requirements for Independent Laboratory
Quallflcation- by the American Council of Ind.pendent Laboratories.
Submittals: Submit 0 certified written report of each Inspection. test or similar servlc.. in
duplicate to the Engineer.
Report Data: Written Inspectlan or t.st reports shall Include:
Nom. of testing agency or te.t laboratory.
Dates and locations of samples. tests or Inspections.
Names of Indlvlduals present.
Complete inspection or test data.
Te.t r..ults.
Int.rpr.tatlons.
Recommendations.
Repair and Protection: Upon completion of inspection or testing repair damaged work and
restore substrates ond finishes. Comply with requirements for -Cutting and Patchlng-.
The contractor shall be responsible for retaining a registered surYe)"Ol" to prepare as-built
drowings of all improvement.. Approwd o.-buDt drawing. must b. provided to the
engineer prior to recelvlng final approval.
SECTION 02110 - SITE CLEARING
PART 1 - GENERAL
DESCRIPTION OF WORK:
Ext.nt of site clearing I. shown on drawing.. No clearing or grublng sholl accur until all City of
Winter Spring. &: St. Johns River Water Managem.nt District permits ore received and a City
preconstructlon confernce is held.
Sit. clearing work Includes. but is not limited to:
Protection of existing trees.
Removal of trees and other ....oetatlon.
Topsoft st~plng.
Clearing and grubbing.
Removing above-grade Improvement..
Removing below-grade Improvements.
JOB CONDITIONS:
Traffic: Conduct .Ite clearing operation. to ensure minimum Interference with roads, streets,
walk.. and other adjocent occupied or u.ed facilities. Do not close or obstNct streets. walks or
other occupied or used facilities without permission from authorities having )lrladlctlon.
Protection of Existing Improvements: Provld. protections nec...ary to pr.vent damage to
existing lmpro...ments indicated to r.maln In place.
Protect Improwments on adjoining properties and on Owner's property.
Restore damaged Improvements to their original conditIon. as acceptable to parties having
)lrlsdictlon.
Protection of Existing Trees and Veg.tation: Prot.ct existIng tree. and other ....getatlon
Indlcat.d to remain In plac., against unnecessary cutting. breaking or skinning of root., skinning
and bruising of bark. smothering of trees by stockpiling construction materials or .xcavated
materials within drip line. .xcess foot or vehicular traffic, or parking of vehicles within drip line.
Provide t.mporary guards to protect trees and vegetation to be left standing.
Water tree. and other vegetation to remain within limit. of contract work as requlr.d to
maintain th.1r h.alth during course of constNctlon operations.
Provide protection for roots over 1-1/2- diameter cut during construction operations.
Coat cut faces with an emulsified asphalt. or oth.r acceptable coating, formulated for use
on damaged plant ti..u.s. Temporar.y cover .xposed roots with wet burlap to prevent
root. from drying out; cover wIth earth 08 soon as possible.
Repair or replace trees and veg.tatlon Indicated to remain which are damaged by
construction operations. In a manner acceptable to Landscap. Architect. Employ licensed
arborist to r.palr damages to trees and shrubs.
Replac. trees which cannot be repaired and restored to full-growth status, as det.rmlned
by arborlst.
Salvabl. Improvements: Car.fully remove items Indicated to be salvag.d. and star. on Owner's
premls.s where indicated or directed.
PART 2 - PRODUCTS
Not applicable to work of this section.
PART 3 - EXECUTION
SITE CLEARING:
General: Remove tre.s. shrubs, grass and other veg.tatlon, improvements. or obstructions
Interfering with Installation of new construction. Remove such Items elsewhere on sit. ar
preml... as specifically Indicated. R.moval Includ.. digging out .tump. and root.. Prot.ct
exi.tlng trees to be preseMld.
Car.fully and cleanly cut roots and branches of tre.s Indicated to be left standing. where such
r.oot. and bronches ob.truct n.w construction.
Topsoil: Topsoil Is defined as friable clay loam surface soli found In a depth of not I.es than 4".
Satisfactory topsoD Is rsasonably fr.. of subsoil, clay lumps. stones, and oth.r object over 2" In
diameter, and without weeds. root., and other objectionable material.
Strip topsoil to what.ver depths encountered In a manner to prevent intermingling with
underlying subsoil or other objectionable material.
Remove heavy growths of grass from areas before stripping.
StockpU. topsoil In .torag. pUes In areas shown. or wh.re dlrect.d. Con.truct storage pile.
to freely drain surfac. water. Co...., storage plies. If required, to prevent wind-blown dust.
Dlspos. of unsultabl. or excess topsoil same as woste material, h.reln specified.
Clearing and Grubbing: CI.ar sit. of tree.. shrubs and other vegetation. except for those
Indicated to be ,.ft standing.
Th. building areas. plus minimum of 3 foot margins on all .id.s should b. cl.ared and
strlpp.d of all vegetation and surface organics and any oth.r delet.rlous materials which
may b. encountered.
Complet.,y remove stumps. roots. and other debris protruding through ground surface.
FlII depr..lons caused by clearing and grubbing operations with satisfactory soil material.
Unle.. further excavation of earthwork is Indicated. FlU shall b. of clean. find sand AASHTO
Class A-3 and shall be placed In loos. lifts not .xceedlng 8- In thickness and compacted
to at least 9S:; of modified proctor maximum dry density (ASTM D-1S07).
Use only hond m.thods for grubbing Inside drip 11n. of trees Indicated to be left standing.
Removal of Improvements: Remove existing above-grod. and below-grade Improvements
n.c.nary to permit construction. and other work a. Indicated.
The locations of all .xlstlng utilities shown on this plan have been det.rmlned from the best
Information available and are given for the convenience of the contractor. The engineer assumes
no responsibility for th.lr accuracy. Prior to the start of any demolition activity. the contractor
sholl notify the utllty companl.. for onslte location. of .xlstlng utilltl.s.
L
Chapter 553.851 of the Florida Statutes requires that an excavator notify all gas utllltl.s 0
minimum of two (2) working days prior to excavating.
Prior to any removal of any underground tank and other component, contractor mu.t completely
drain the systems to an approved .anltatlon tank for disposal to an approved location.
All existing "Wer.' piping and utlllti.. shown ore not to b. Interpr.ted and the exact location. or
as the only obstacles that may occur on the site. Verify .xisting condition. and proc.ed with
cautIon around any anticipated f.atur.s. Give notice to all utility companies regarding destruction
and removal of all service lines and cap all lines before proceeding with the work.
Electrical, telephone, cable, and/or gas lines needing to b. removed or r.located sholl be
coordinated with the affected utility company.
Contractor must stop operatian and notify the owner for proper direction if any environmental or
health related contaminate Is encounter.d during demolltlon/.xcavatlon proc....
Prior to any cI.arlng or demolition occurring, all erosion control devices or. to be In.talled.
Abandonment or removal of c.rtain underground pipe or conduit. may b. shown on civil or
electrical drawings, and Is Included under work of thas. sections. Removal of abandoned
underground piping or conduit Interfering with construction Is included under this section.
PAVEMENT REMOVAL
A.
Where existing pavement Is to be removed. saw-cut the surfac!n9 I.aving a uniform
and straight edg. with minimum disturbance to the remaining adjocent surfacing. If
con.tructlon r..u1ts in raveling of the saw-cut surfac.. recut back from the ravel.d
edg. prior to r.storatlon.
B.
Wher. existing pavement. curb and gutter. sidewalk. driveway. or vall.y gutter i. remowd
for the purpo.. of constructing or removing box culverts. pipe, Inlet.. manholes.
appurtenances. faclllltles or structures. said pavement.etc. shall be replaced and
restored In .qual or b.tter condition than the original. Contractor shall provide all
n.ceeaory labor, material., equipment. tool.. supplies. paint. and .qulpm.nt required.
Prior to any cI.aring or demolition ocurrlng, 011 erosion control d.vIces are to b. In.talled.
DISPOSAl. OF WASTE MATERIALS:
Bumlng on Own.r'. Property. Burning I. not permltt.d on Owner's property or anywhere within
the City of Winter Spring limits.
Removal from Owner's Property. Remove waste material. and unsuitable and excess topsoil
from Own.'s property and dlspos. of off site In legal manner.
SECTION 02200 - EARTHWORK
PART 1 - GENERAL
DESCRIPTION OF WORK:
Extent of earthwork Is indicated on drawings. Prior to bidding work the Contractor shall obtain
and review a copy of the projects geotechnical report(s). The contractor shall supplement the
report(.) with additional sals In.....tlgatlon os required to supply a complete bid.
QUAUTY ASSURANCE:
Cod.s and Standard.: Perform excavation work In compliance with appllcabl. requirements of
governing authorities having ~rl8dictlon.
Testing and inspection Service:
The Contractor shall engage and pay for servlc.s of an Independent Solis Engineer to perfdrm soli
testing and Inspection servlc. for quality control testing during .arthwork operations. The
Contractor shall coordinat. with. and schedul. the services of. the Solis Engineer to facilitate
t..tlng r.qulred by the Own.r throughout con.tructlon.
SUBMITTALS:
Test Reports-Excavating: Submit the following reports directly to the Engineer and City Engineer's
offic. from the testing services, with copy to Contractor:
Test reports on borrow material.
Field densIty t.st reports.
One optimum moisture-maximum density curve for each t)'pe of 10H encount.red.
JOB CONDITIONS:
Site Information: Data on Indicated subsurface conditions ore not intended as representations or
worrantles of accuracy or continuity between sail bearing.. It Is expreaelY understood that Owner
will not be responsible for interpretations or conclusions drawn ther.from by Contractor. Data
ore mad. avaUabI. for convenience of Contractor.
Additional test borings and other exploratory operations may be made by Contractor at no cost to
OWner.
Exlltlng Utilities: Locat. existing underground utilities In area. of work. If utllltl.. are to
remain In place, provide adequate means of support and prot.ctlon during earthwork operations.
Should uncharted. or Incorrectly charted. piping or other utilltl.s be encountered durIng
excavation, con.ult utllty owner Imm.dlately for directions. Cooperate with Owner and utility
companies In keeplng respective servlc.s and facilities In operation. Repair damaged utilities to
satisfaction of utility owner.
Do not Int.rrupt existing utUltles .ervlng utilities .ervlng facllltle. occupied and uHd by Own. or
oth.rs. during occupied hours, .xcept when permitted In writing by Engineer and then only after
acceptable temporary utility services ha.... been provided.
Use of Explosives: Th. use of .xploslves Ie not permitted.
Protection of Persons and Property: Barricade open lllCcavatlons occurring as port of this work
and post with warning lights.
Op.rat. wamlng lights as recommended by authorities having )lrlsdlctlon.
Protect structures, utllt!es. sidewalks. pavements. and oth.r facilities from damage caused by
settlement, lateral movement, undermining. washout and oth.r hazards created by earthwork
operations.
Perform excavation within drip-line of large trees to remain by hand. and protect the root system
from damage or dr)'OUt to the greatest .xt.nt possible. Maintain moist condition for root system
and co...., exposed roots with burlap. Paint root cut. of 1" diameter and larger with .mulslfied
asphalt tree paint.
PART 2 - PRODUClS
SOIL MATERIALS:
Definitions:
Satisfactory sol materials are defined os those complying with ASlM 02487 soli classification
groups GW. GP. GM, SM. SW and SP.
Unsatisfactory sol materials are defined os those complying with ASTM 02487 soli
classification groups Ge, SC, ML. MH. Cl., CH, Ol, OH and PT.
SUbbase Material: Naturally or artificially graded mixture of natural or crushed gravel. cNshed
stone, crushed slag. natural or crushed sand.
Drainage Fill: Walll.d, evenly graded mbcture of crushed ston.. or crushed or uncrush.d gravel.
with 100" palslng a 1-1/2" sieve and not more than 5" pa..lng a No. 4 sieve.
Backfill and Fill Materials: Fill solll utilized to raise building and pavement areas to d.slred
grad. should consist of clean, granular materials with Ie.. than 10:; pa.slng no. 200 U. S.
standard sieve.
PART 3 - EXECUTION
EXCAVATION:
Excavation Is Uncla.slfled, and Includ.s .xcavatlon to subgrad. e1.vatlons Indicated. regarcleas
of character of materials and obstNctlons encount.red.
Earth Excavation includes .xcavatlon of pavements ond other obstructions visible on ground
surface; underground structures. utHltles and other Items Indicated to b. demolished and removed;
tog.ther with earth and other materials encountered that ore not cla..lfI.d as rock or unauthorized
excavation.
Additional Excavation: When excavation ha. reached required sub-grad. elevations. notify
Engineer who will make an Inspection of conditions.
If unsuitable bearing materials are encountered at required sub-grade elevations. carry excavations
deeper and replace excawted material os directed by Engln.er.
Removal of unsuitable material and Its replacement as directed will b. paid on basis of contract
conditions relative to changee in work.
Stability of Excavation: Slope .Ides of excavation. to comply with local codes and ordinances
ha.... )lrisdlctlon. Shore and brace wh.re sloping Is not po..lbl. becouse of space r.strictlons or
stability of material excavated.
Maintain side. and slopes of excavations In safe condition until completion of backfilling.
Shoring and Bracing: Provide materials for shoring and bracing. such as sheet pIing. uprights,
stringers and crots-brac... In good serviceable condition.
Establish requirements for trench shoring and bracing to comply with local codes and authorities
having )lrlsdictlon.
Maintain shoring and bracing In .xcavatlons regorcles. of time period .xcavatlons will be open.
Carry down shoring ond bracing as excavation PrD9resses.
Dewatering: Prevent surfac. water ond subsurface or ground water from flowing Into
excavation. and from flooding project elt. and surrounding area.
In the event the water I. encountered during the construction, dewatering shall be conducted.
Th. contractor Is solely responslbl. for the d..ign. installation. operation. and subsequent removal
of dewatering .ystem. and th.lr saf.ty and conformity with local codes ond regulations. If
d.waterlng equipment needed, exceeds any of the following: 1) 6" Pump Volute; 2) 100.000 GPO
total 24 hour (1 day) d.waterlng, and; 3) 1.000.000 GPO pump capacity, the contractor shall be
required to permit the dewatering system with the SJRWMD. The Engineer and Owner shall be
notified Immediately If any of the above thresholds are exceeded.
Building Slab Dralnag. Course:
General: Drainage cour.. consl.t. of placement of drainage fill material. In layers of Indicated
thickness. 0...., subgrade surface to support concr.t. building slabs.
Placing: Place dralnag. fill material on prepared subgrade In layers of uniform thlckn....
conforming to Indicated crees-section and thickness. Maintain optimum molstur. content for
compacting material during placement op.ratlons.
When a compacted drolnag. cour.. Is .hown to b. 6" thick or 1_ place materlol In a .Ingle la)'er.
When shown to b. more than 6" thick, plac. material In equal layers. .xcept no single layer more
than 6" or I... than 3- in thickness when compacted.
BUILDING SLAB SUBGRADE COURSE:
Establish and maintain temporary drainage ditch.. and other dlver.lon. outsld. excavation limit.
to convey rain water and water remowd from excavations to collecting or run-off areas. Do not
use tr.nch .xcavatlons as temporary drainage ditches.
Material Storage: Stockpil. eatisfactory excavat.d materials where directed. until required for
backfill or fill. Place. grade and shope stockpO.. for proper drainage.
Locat. and r.taln sol material. away from edg. of .xcavatlons.
Do not store within drip lin. of tr... Indicated to remain.
Dispose of exce.. soli material and waste materials as herein specified.
Excovatlon for Structures: Conform to .Ievatlons and dimensions shown within a tolerance of
plus or mlnu. 0.10', and extending a sufficient dl.tanc. from footings and foundations to permit
placing and removal of concrete formwork. Installation of services. other construction. and for
Insp.ctlon.
In excavating for footings and foundations. take car. not to disturb bottom of .xcavatlon.
Excavat. by hand to final grad. )lst before concrete relnforcem.nt Is placed. Trim bottoms to
required lines no grades to leaw solid base to rec.lve other work.
Excavation for Trench..: Dig trench.. to the Ilnlform width required for particular item to be
Installed, .ufflclently wid. to provide cmple working room. Provld. 6" to 9" clearance on both
e1des of pip. or conduit.
Excavate trench.s to depth Indicated or r,ulred. COrry depth of trench.. far piping to establish
Indicated flow lines and Invert e1eYOtlons. e)'and building perimeter, keep bottoms of trenches
sufficiently below finish grade to avaid freeze-ups.
Grade bottoms of trenches a. indicated, notching under pipe belli to provide solid bearing for
entlr. body of pipe.
Backfll trenches with concrete where trench .xcavatlons pass within 18" of column or wall
footings and which are carrled below bottom of such footings, or which pass under wall footings.
P1ac. concrete to 'eYe! of bottom of adjacent footing.
Do not backfill trenches until tests and inspections have been mode and backfilling authorized by
Engineer. Use care In backfilling to avoid damage or displacement of pipe systems.
Cold Weather Protection: Protect excavation bottoms against fr..zlng when atmospheric
temperature Is I... than 35 degrees F (1 degree C).
COMPACTION:
(The building area plu. a minimum margin of 5' be)'OOd the perlmet.r foundation line., .hould b.
cleared of all surfac. vegetation, roots, topsoil, debris or other del.t.rlou. materials.
Stripping. excavation. filling. ond compaction within buDding areas sholl be pr.formed In
accordanc. with the geotechnical engineer's recomm.ndatlon.
Prior to beginning the compaction process. moisture cantents within the foundation son. should
b. controlled so that they approach the optimum compaction condition. this may require the u..
of a dewatering system. If additional water I. required to Increase moisture contents. the water
should be opplled In such a manner that It will not cause erollon or disturbance of the surface soil.
A minimum of t.n (10) owrfapplng pos..s should b. made by the vibratory roller. After
compaction. the foundation soils should ha.... a minimum density of 90:; ~odlfl.d Proctor
(ASn.t 0 1557) for a depth of at least 2' below footings and floor slabs.
Structural fill required to raise the buldlng areal to finish grade, should b. placed In thin (12"
maximum) level lifts and eompacted to 95" of the tols Modified Proctor Density (ASn.t 0
1557). FIll should not b. plac.d 0...., any natural In-plac. soHs until the natural deposIts ha....
been compacted as specified above. Proposed sources of structural fill should b. approved by the
Solis Engineer prior to their placement within the proposed building areas. Sands which hove I.ss
than 10" fines paeslng a No. 200 Slew will generally be acceptable provided the molstur.
content is controll.d to ensure that the materials can be compacted to the requlr.d den.ity.
Solis placed adjacent to footings or walls should be carefully compacted with a light rubber-tired
rollers or vibratory plate compactors to ovoid damoge to the footings or walls. this material
should be placecI In 1.ve1 lifts not .xc.edlng 8. loose thickne.. and compact.d to a minimum
density of 95" Madlfled Proctor. The vibratory roller should not be utilized to compact solis
adjocent to any completed portions of the .tructur..
FIELD QUAUTY CONlROl:
Quality Control T.sting During Construction: Allow testing service to Inspect and appro....
.ubgrod.. and fill la)'ers before further construction work Is performed.
Perform field density tests In accordance with ASTM 0 1556 (sand cone m.thod) or ASTM 0
2167 (Nbber balloon method), as applicable.
Footing SUbgrade: For .ach strata of soil on which footings will be placed, conduct at I.ast one
test to verify required design bearing capacities. SUbsequent wrfflcatlon and approval of each
footing eubgrad. may be bosecl on a vieual comparison of .ach subgrade with related te.ted strata,
when acceptable to ArchitectjEnglneer.
Column and Continuous Strip Footing: On. (1) In-place density testing per column footing
and per 100 lineal feet of continuous strip footing.
Paved Area_ and Building Slab Subgrad.: Mak. at leaat one fI.ld den.lty t..t of subgrade for
every 2,000 sq. ft. of building slab and 5,000 sq. ft. of paved area or of paved area, but In no cas.
less than 3 tests. In each compacted fill la)'er, make one field density test for .....,y 2.000 sq. ft. of
owrfa)'lng bulcl1ng slab and 5.000 sq. ft of paved area. but In no case Ie.. than 3 tests.
Foundation Wall SackfUl: Take at least 2 field density tests, at locations and elevations as
directed.
General: Contral soli compaction during construction providing minimum percentage of density
sp.clfled for each area cla..lflcatlon indicated below.
Percentage of Maximum Density Requirements: Compact soli to not .Iess than the following
percentages of maximum density for sals which exhblt 0 well-defined moisture density
r.latlonshlp (coh..l.... sols) determined In accordance with AS'N D 1557. AASHTO T-1 60:
and not Ie.. than the following percentag.. of relative den.lty, determined In <Iccordonce with
AS'N 0 2049, for solis which will not exhibit a well-defined mOisture-density relationship
(coh.slonleH soIIa).
Structures. BuUdlng Slabs and Steps. Pavements: Compact top 12" of llIUbgrade and
each la)'er of backfill or fill material at 95" malClmum density for coh.sI'.... material or
98" relative denelty for coheslonl... material.
Lawn or Unpaved Areos: Campact top 6" of subgrade and each la)'er olf backfill or fill
material at 85" maximum denllty for cohesive softs and 90" relatl.... dem.lty for
coheslonle.. sols.
Walkways: Compact top 6. of subgracSe and each la~r of backfill or filii material at 90"
maximum density for cohesl.... material or 95" relatl.... density for coh..lionless material.
Moisture Control: Where subgrade or la~r of sol material must b. moisture 'conditioned before
compaction, uniformly apply water to surface of subgrade, or layer of soli matterlol, to prevent
fr.. water appearing on surface during or subsequent to compaction operatlonl..
Remove and replace, or scarify and air dry. soli material that Is too wet to permit compaction to
specIfied density.
Soli material that has been removed because It is too w.t to permit compaction may b. stockpiled
or spread and allowed to dry. Assist drying by disclng, harrowing or pUlverizing until moisture
content Is reduced to a satisfactory value.
BACKFILL AND FILL:
General: Place acceptable soil material in la)'ers to required subgrad. elevatlens. for each area
c1a..iflcatlon listed below.
In excovotlons. use sattlfactory excavated or borrow material.
Under grase.d areas. u.. satl.factory excawted or borrow material.
Under walks and pavements, use subbase material, or satisfactory exca\IIQted or borrow
material, or combination of both.
Under steps, use subbase materlal.
Under piping and conduit, use subbase material wh.r. subbase Is Indic<llted under piping
or conduit; shape to fit bottom go degr_ of cylinder.
BackfUl excavations os promptly Os work permits, but not until compl.tlcon of the fol'owlng~
Acceptance of construction below finish grade including. wh.r. applicable, damp-
proofing, waterprooflng. and perimeter Insulation.
Inspection, testing. approval. and recording locations of underground utlllftles.
Removal of concr.te formwork.
If In opinion of E"9in..r, based on te.tlng servlc. reports and Inspection. .ubgrade or fill. which
ha... been placed are below specified den.lty, provide additional compaction and t..tlng at no
additional expense.
MAlNTENANCE:
Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of
trash and debris.
Repair and reestablish grades In s.ttled, eroded, and rutted ar.as to specified tolerances.
RecondltionlnO Compacted Areas: Wlere completed compacted areas are disturbed by
subsequent construction operations or adverse weather, .carlfy surfac., reshape. and compact to
r.qulred denelty prlar to further construction.
Settling: Where settling Is m.asurable or observabl. at excavated ar.as during general project
warranty period, remove surface (pavement. lawn or other finish). add backfill material, compact,
and replac. surface treotment. Restore appearanc., quality, and condition of surfac. or finish to
match adjacent work. and eliminate evidence of restoration to greatest extent possible.
DISPOSAL CK EXCESS AND WASTE MATERIALS:
Removal from Owner's Property. Remove waste materials. including unacceptable excavat.d
material. trash and debris, and dispose of It off Owner'. property.
SECTION 02513 - PAVEMENT
PART 1 - GENERAL
DESCRIPTION OF Y<<lRK:
Extent of asphalt concr.te paving work Is shown on drawings.
Prepared aggregate subba" I. specified In earthwork sections.
Sow-cutting of edges of existing pavement Is specified In site clearing section.
SUBMITTALS:
Removal of .horlng and bracing. ond backfHIl"9 of vald. with satlsfactorlY materials. Cut
off temporary sheet piing driven below bottom of structures and remoWl In manner to
prevent s.ttlement of the structure or utilities. or leave In place If requllred.
Removal of tralll and debris.
Permanent or temporary horizontal bracing Is In place on horizontally sWPPorted walls.
Ground SUrface Preparation: Remove wgetatlon. debris. unsatisfactory soA mlaterlals.
ob.tructlon., and del.t.rlou. materials from ground surfac. prior to placem.nlt of fills. Plow .trlp,
or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that flRl material will bond
with existing surface.
When existing ground surface has a denslty les. than that specified under "Compaction" for
particular area c1Olllllflcatlon. break-up ground surface, pulverize. moisture-COlIldltlon to optimum
moisture content. and compact to required depth and percentage of maxlmunn density.
Placement and Compaction: P1ac. backfill and fill materials In layers not moor. than 16" in loos.
depth for material compacted by heovy compaction equipment, and not more than 8" In loose
depth for material compacted by hand-operated tampers.
Before compaction, moisten or aerate each la)'er as nece88Clry to provide optimum moisture
cont.nt. Compact each la)'e( to required percentage of maximum dry density or relatl.... dry
density for each ar.a clall8lf1catlon.
Place backfill and fll materials evenly adjacent to structures. piping or conduit to required
elevations. Tok. care to prevent wedging action of backfll against structur.. or displacement of
piping or conduit by carrying material uniformly around .tructur.. piping or conduit to
appraxlmately sam. elevation In .ach 11ft.
Material Certificates: Provide copies of materials certificates signed by materia. I producer and
Contractor, certifying that each material item compll.s with. or exceecls. speclfled r.qulrements.
QUAlITY ASSURANCE:
Codes and Standards: Comply with Florida Department of Transportation'. epeclflcatlons.
late.t edition. and with local governing regulations If more .trlngent than her.1n speclfl.d.
SITE CONDITIONS:
Weather Umltatlons: Apply prim. and tack coots when ambient temp.ratur. Is above 50 d.g.F
(10 dlg.C), and when temperature has not been below J5 deg.F (1 deg.C) for 12 hours
immediately prior to application. Do not apply when base is wet or contains an excess of
moisture.
Construct asphalt concrete surface cours. when atmaspheric temp.ratur. Is abo.... 40 deg.F (4
d.g.C), and when base Is dry. Ba.. course may b. placed when air temperature is abo... 30 d.g.F
(-1 deg.C) and rising.
Grade Control: E.tabllsh and maintain required lin" and e1.vatlons.
PART 2 - PRODUCTS
MATERIALS:
General: Us. locally available materials and gradations which exhibit 0 satisfactory record of
previous Installations.
Bas. Course Aggregate: Sound. angular crushed stone, crushed gravel, or crushed e1ag. sand.
stone or slag screenings.
Surface Cour.e Aggregat.: Crushed stone. crushed grovel, crushed ,'ag. and shorp-edged
natural sand.
GRADING:
General: Uniformly grade areas within limits of grading under this tectlon. Including adjocent
transition areas. Smooth finished surface within specified tolerances. compact with uniform l.veIs
or slopes between point. where e1.vatlons or. Indicated, or between such points and .xlstlng
grades.
Grading Outside Buldlng Un.s: Grad. areas adjacent to building lines to draln awoy from
structures ond to prevent pondlng.
Finish surfaces fr.e from Irregular surface changes, and as follows:
Lawn or UnpQWd Areas: Finish areas to receive topsol to within not more than 0.10'
abo.... or below required subgrade e1.vatlons.
Walks: Shape surface of areas under walk. to line. grad. and crose-section. with finish
surfac. not more thon 0.10' abo.... or below required subgrode elevation.
Pavements: Shope surface of areas under pavement to line. grade and cros.-sectlon. with
finish surface not more than 1/2" above or below required subgrade elevation.
Grading SUrfac. of FII under Building Slabs: Grade smooth and even, fr.. 01f voids,
compacted as speelflecl, and to required elevation. Provide flnal grades withll!l a tolerance of 1/2"
when tested with a 10' straightedge.
Compaction: After gradl"9, compact subgrade surfac.. to the depth and indicated percentage of
malClmum or relative density for each area classification.
PAVEMENT SUBBASE COURSE:
Minerai filler: Rock or slog dust, h)'droulic cement. or other Inert material complying with
AASHTO M 17 (ASTM 0 242).
Asphalt Cement: AASHTO M 226 (ASTM D 3381) for viscosity-grad.d material and
AASHTO M 20 (ASn.t 0 946) for pen.tratlon-graded material.
Prime Coat: Cut-back a~a1t t)'pe; AASHTO M 82 (ASlM 0 2027) ~C-3O. MC-70 or MC-
250.
Tack Coat Emulsified asphalt: AASHTO M 140 (ASn.t 0 9n) or M 208 (0 239n: SS-1. SS-
1h. CSS-1 or CSS-1h. dluted with one port water to one part emulsified asphalt.
On-sit. Lane Marking Paint: Chlorinated rubber-atk~ t)'l>e. AASHTO M 248 (FS TT-P-115).
T)1)8 Ill.
W'leeI Stops: Precast of 3,500 psi air-entrained concrete, approxlmat.ly 6- high, 9. wid., and
6'0. long. with chamfered corners and drainage slots on underside.
All cancret. for curbs. pads, Inlet aprons, lldewalka. etc. shall b. 3,000 psi with Q maximum
slump of 3" to 4".
ASPHALT -AGGREGATE MIXTURE:
The asphalt wearing surface shall consist of T)1)8 S-3 asphaltic concrete mixture meeting curr.nt
Florida Department of Transportation specification.. Th. wearing surfac. sholl be compacted and
placed at a density no les. than 87" of the laboratory density for the appro....d job mix formula.
PART 3 - EXECUTION
SURFACE PREPARAnoN:
General: Subbas. course consists of placing subbos. material, In la)WS of lIpeclfied thickn.n,
over subgrad. surfac. to support a pawment ba.e course.
See Asphaltic Concrete Paving section for paving specifications.
Grade Control: During construction. maintain Iin.a and grad.. Including crown and croes-s1op.
of subbase course.
Remo.... loose material from compacted subbase surface immediately before applying prime coat.
Proof roll prepar.d subbase surface to check for un.table area. and areas requIring additional
compaction.
Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase
areas ha... been corrected and or. ready to r.cel.... paving.
Shoulders: Place shoulders along edges of subbase course to prevent lateral movement.
Construct shoulders of acceptable soli materials. placed In such quontlty to compact to thickn...
of .ach subbase course la)'er. Compact and roll at leost a 12- width of shoulder simultaneously
with compacting and rolllno of each la)'er of subbase course.
Placing: Place subbase course material on prepar.d subgrade In 10)'11'. of uniform thickness,
conforming to Indicated cron-.ectlon and thickness. Maintain optimum mol.ture content for
compacting subbase material during placement operations.
When a compacted subbase caurse Is shown to be 6" thick or I.... place material In a single la)'er.
When shown to b. more than 6" thick. place material in equal la)'erB. except no slng'e 10)'11' more
than 6" or I... than 3" In thickn... when compacted.
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",aterlal to penetrate and seal. but not flood. surfac.. Cure and dryas long as nec.ssary to attain
penetration and evapor(ltlon of volatile.
Tack Coat: Apply to contact surfaces of pr.viously constructed asphalt or portland cement
concrete and surfaces abutting or projecting Into asphalt concrete pavement. Distribute at rate of
0.05 to 0.15 gal. per sq. yd. of surfacs.
.6l1ow to dry untU at proper condition to recei.... paving.
E~ercl.e car. In applying bituminous material. to avoid smearing of odjolnlng concr.t. surfaces.
R.mo.... and clean damaged surfaces.
PLACING MIX:
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G.neral: Plac. asphalt concrete mixture on prepared surface, spread and strike-off. Spread
mixture at minimum temperature of 225 deg.f' (107 deg.C). Place Inaccessible and small areas by
hand. Place each course to requlr.d grad.. croes-sectlon, and compacted thickn.... Hot mix
asphaltic concrete binder and surfac. course In new pavement areas requiring more than one and
on.-half Inches (1-1/2") asphalt thlckne.. shall b. InstaDed In two (2) lifts. Asphalt in existing
pavement o...r1ay areas shall be a minimum of one Inch (1.) thick and thlckne.. shall b. increas.d
os required to match adjoining pavement grades.
Faver Placing: Place in _trip. not I..s than 10' wid.. unless otherwl.e acceptabl. to Engineer.
.after first strip has been placed and rolled, plac. succeeding strips ond extend roiling to owrfap
previous strips. Complete base course for a section before placing surface course. If applicable.
Joints: Make joints between old and new pavements. or between successive days' work. to
ensure continuous bond between adjoining work. Construct joints to ha.... same texture, density
cnd smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply
t lck coot.
I'OWNG:
General: Begin rolling when mlxtur. wll b.ar roll.r w.lght without excessive displacement.
Compact mixture with hot hand tampers or vibrating plot. compactors In areas Inaccessible to
nllers.
ereakdown Rolling: Accomplish breakdown or Initial rolling Immediately following railing of
;>ints and outside edg.. Check surface after breakdown roiling, and repair dlsplacecl areas by
hlOsenlng and filing, If required. with hot material.
~econd Roiling: Follow breakdown railing as soon as pasllble. whHe mixture Is hot. Contlnu.
second rolling untU mixture has been thoroughly campacted.
Finish Roiling: Perform finish roiling while mlxtur. I. .tlll warm enough for removal of roller
rlarks. Continue roiling untH roller marks are eliminated and course has attained maximum
c enslty.
Fatchlng: Remove and replace paving areas mixed with for.ign materials and defective areas.
C:ut-out such areas and fill with fresh. hot asphalt concrete. Compact by roiling to maximum
surface density and smoothn....
F rotectlon: After final roiling, da not permit ....hlcular traffic on pawment until It has cooled ond
h arden.d.
Erect barricades to prot.ct paving from traffic until mlxtur. has cooled enough not to become
nlarked.
;'RAFFlC AND LANE MARKINGS:
(~eanlng: Sweep and clean surface to ellmlnat. loose material and dust.
Off-Site Striping: (Within public road right-of-way and access drive.) Striping: Use
thermoplastic striping.
On-Site Striping: Use chlorinated-rubber base traffic lane-marking paint. factory-mixed. qulck-
drying, and non-blsedlng unles. thermopla.tic .trlplng Is specifically specified (I.... fire lane
lltrlplng, etc.).
Color: White unl... oth.rwls. specified on civil drawings.
[~o not apply traffic and Ian. morking paint untl layout and placement has been ....,Ified with
!.nglneer.
I\pply point with mechanical equipment to produce uniform straight edge.. Apply In 2 coats at
rnanufacturer's recommended rates.
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~lecure wheel stops to asphalt concrete surface with not less than two 3/4 " dlam.t.r galvanized
ltteel dowels embedded In precast concr.t. at 1/3 points. Size length of dowel to pen.trate at
I~t 6" into asphalt concrete. Drill placement holes owrslze and embed dowels in hot bituminous
~Jrout material.
flEW QUAlITY CONlROL:
General: Test in-place asphalt concrete coursel for compliance with requirements for thickness
Clnd surface smoothn.... Repair or remo... ond replace unacceptabl. paving os directed by
Arch ltect.
"hlckness: In-p1ac. compacted thickness wHl not be acc.ptabl. If exceeding following allowable
''Orlatlon from r.qulred thickness:
Base Course: Maintain minimum specified thickness.
Surface Cours.: Maintain minimum .peclfled thickn....
~;urface ;;moothneu: Test finished surface of each asphalt concrete course for smoothne...
".Ing 10 straightedge applied parallsl with, and at right angle. to cent.rllne of paved area
~;urfaces wll not be acceptabl. If .xceedlng the following toleronces for smoothness. .
Bose Cours. SUrface: 1/4-.
Wearing Course Surface: 3/16".
Growned Surfac..: Test with crowned template centered and at right angle to crown.
Maximum allowable varlonce form templat. 1/4-.
Check surface areas at Intervols as dlr.cted by Soils Engineer. Cor. borings shall be preform.d for
/loch 5,000 sq. ft. Of paved cree to verify required thlckn..... of bo.. and pavement sectlans.
If In the opinion of Engineer. based on testing servIc. reports and Insp.ctlon, ba.e or pawment
!l.ctlons which have been placed are below specified den.lty or thickness. provld. additional
,:ompactlon and testing at no additional .xpens..
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SEC~ON 02666 - POTABLE WATER SYSTEMS
PART 1 - GENERAL
DESCRIPTION Of WORK:
Extent of potable water system exterior to buildings and exeluding Fire Supply System
Improvements Is Indicated on drawings and schedules, and by requirements of this section.
Refer to Earthwork section tor excovotlon and backfill required for potable water systems; nat
work of this section.
QUAUTY ASSURANCE:
Manufacturer's Qualifications: Firms regularly engaged In manufacturer of potable water
systems materials and products. of types and sizes required, whose products have been In
satisfactory use In similar service for not less than 5 years.
Installer's Qualifications: Firm with a least 3 )'ears of successful installation experience on
projects with potable water piping work similar to that required for projecl
Code and Standards:
City of Winter Springs Code Compliance: Comply with City ot WInter Sprlnos Requirements
and standards for on construction.
Plumbing Code Compliance: Comply with applieable portions of National Standard Plumbing
Code pertaining to selection and Installation of potable water system materials and products.
All water Improvements shall be constructed In accordance with City of WInter Spring's standards
and sp.clflcatlons. Any conflicts between these specifications and the City of Winter Springs
specifications, then the City's !9PeclficaUons shall preV<lIl.
SUBMrn ALS:
Product Data: Submit manufacturer's technical product data and installation Instructions for
potabl. water system mat.rlals and products.
Shop Drawings: Submit shop drawings for potable water system materials to engineer for
approval prior to ordering sold materials.
Record Drawings: At project closeout. submit record drawings to the engineer of Installed
potable water system piping and products. Approved record drawings must be provided prior
to r.c.Mng final approval and pa)fTl.nt.
Maintenance Data: Submit maintenance data and parts lists for potable water system materials
and products. Include this data, product dato. shop drawings. and record drawings In
malnt.nance manual.
PART 2 - PRODUCTS
PIPES AND PIPE FITTINGS:
General: Prolllde piping materials and factory--fobrlcated piping products of sizes, types, pressure
ratings, and capacities 0:1 Indicated. VttIere not indicated, provide prop.r selection as determined
by Install.r to camply with Installation requirements. Provide slz.s and types matching piping and
equipment connections; provide flttln{ts of materials which match pipe materials used In potable
water systems. Where more than one type of materials or products or. Indicated, selection is
Installer's option.
Piping: Provide pipes of one of the following materials, of weight/cion Indicated. Provide pipe
fittings and acceesori.s of same material and weight/Class os pipe.. with joining method as
Indicated. All PVC pipe shall bear the NSF lago for potabl. water use.
Ductile-Iron Pipe: AWWA C151, with cement mortar lining complying with AWWA C104:
Class 51 unl.ss otherwise indicated.
Fittings: Ductile-iron, AWWA C110; c.ment lined. AWWA Cl04: and rubber-gask.t joints,
AWWA C111.
PoIyvln)'l Chloride (PVC) Pipe: AWWA C900 for sizes 4" through 12"; Class 150, DR 18.
Fittings: Ductile-iran complying with AWWA Cl10, cement IIn.d, with rubber gask.ts
conforming to AWWA C111.
PoIyvln)'l Chloride (PVC) Pipe: ASTM 0 1785. Schedul. 40 for sizes 1/2" through 3".
Flttlngs: PVC, Schedule 40 socket-typ.. solvent cement joints: or elastomerlc gasketed joints.
PoIyeth)ilene (PE) Pipe: AWNA C901 for sizes 1/2" through 3" (minimum pr..-ure 200 pel) at 23.4'
copper tube outsIde dIameter per AS'N D 2737, manufactured from Virgin
resin meeting AS'RA 0 1248. It shall have 0 standard dimension ratio of
9 (SDR9) and a plastic pip. Institute rating of PE 3408.
Fittings: Copper alloy or n)'lon barb.d Insert type with 2 strap-type stainless steel clamps over
pipe at each In..rt.
VALVES:
Gate Valves: Prollide as indlcoted. gate valves. AWWA CSOO. 175 psi working pressure.
Provide threaded, flanged, hub. or other end conflgurations to suit size of valve and piping
connection. Provide Inside screw type for use with curb voIve box. Iron body. bronze-mounted.
double disc, parallel seat, non-rlelng stem.
Manufacturers: Subject to compliance with requirements, provide gate valves of one of the
following:
Clow Corp.; Valve Dlv.
Dres..r Mfg.; Dlv. of Dr.ss.r Industrl...
Fairbanks Co.
Kennedy Valv.; Dlv. of ITT GrInnell Valve Co. Inc.
Stockham Valves and Fittings Inc.
Waterous Co.
Contractor to ensure that the selected material Is on the City/ County Ilst of approved manufacturers.
Butterfly Valves: Provide os Indicated, butterfly valves, AWWA C504, 150 psi working
pressure. Provide Iron body, bronze disc, stainless steel stem, and metal-reinforced EPDM s.at.
Manufactur.rs: Subject to campllanc. with requirements. provide butt.rfly valves of one on
the following:
Demco; Dlv. of Cooper Industries. Inc.
ITT Grinnell Valve Co., Inc.
Keystone Valve: Dlv. of Keystone International Inc.
Contractor to .nsure that the s.lected material is on the City/ County list of approved manufacturers.
Cheek Valves: Provide os indicated. swing ch.ck valves. AWWA C508, 150 psi working
pressure. Provide Iron body, cost-Iron disc, bolted cop.
Manufacturers: Subject to compliance with requirements. provide
check valves of one of the following:
Clow Corp.; Valve Dlv.
Dresser Mfg.; Dlv. of Dresser Industries
Fairbanks Co.
Kennedy Valve; Dlv. of ITT Grinnell Valve Co. Inc.
Stockham Valve. and FltUngs Inc.
Waterous Co.
Contractor to ensure that the selected material Is on the city's lI.t of approved manufacturers.
ACCESSORIES:
Anchorages: Provide anchorages for tees, w)'es. crosses, plugs, cap.. bends, valves, and
hydrants. After InstallatIon, apply full coat of asphalt or other acceptabl. corrosion-retarding
material to surface. of ferrous onchorages.
Clamp.. Straps, and Washers: Steel, ASTM A 506.
Rods: Steel, ASTM A 575.
Rod Couplings: Mall.able-Iron. ASTM A 197.
Bolts: Steel, ASTM A 307.
Cast-Iron Washers: Gray-Iron, ASTM A 126.
Thrust Slocks: Concret., 2,500 psi.
Valve Pits: Provide vol.... pits os Indicated, constructed of poured-In-place or precast concrete.
Construct of dlmen.lons Indicated with manhole acces.. ladder. and drain. Provide sleeves for
pipe entry and exit. provide waterproof sl.eve seals.
PART 3 - EXECUllON
INSPECTION:
General: Examine areas and conditions under which potable water system's materials and
products ore to be Install.d. 00 not proceed with work until unsatisfactory conditions hove been
corrected In manner acceptable to Instaner.
Installation of ldentlficatlan:
General: During back-f11l1ng/top-solllng of underground potable water main and services, Install
continuous underground-EMS magn.tic marking tape, located directly 0...., burled lines at 18"
above the main.
INSTALlATION OF PIPE AND PIPE FiTTINGS:
Ductile-Iron Pipe: Install in accordance with AWWA C600 "Standard for Installation of
Ductile-Iron Water Mains and Their Appurtenances".
PoIyvln)'l Chlorld. Pipe: Install in accordanc. with manufacturer's Installation Instructions.
PoI)'eth)ilene Pipe: 'nstall In accordance with manufacturer', installation instructions.
Thrust restraining is required at all bend., valves. fire hydrants and water main terminations.
Depth of Cover: Provide minimum cover o....r piping of 12" below average locol fro.t depth or
36" below finished grade, whichever Is greater, and a maximum of 4' unless otherwise
specifically approved by the engineer.
Water Main Conn.ction: Tap water main with size and in location a. Indicated, In accordance
with r.quirements of water City of Winter Springs. Provide curb valve and curb box as Indicated.
Contractor shall follow the r.qulrements of the t.mporary jump.r connection when connecting
to existing water mains for potable and/or fire protection services.
Water Service Termination: Terminate potable water piping ~-O" from buDding foundation in
location and Invert os Indicated. Provide temporary pip. plug for piping .xtenslon Into building.
All pipe Is to be laid In a dry trench. The contractor shall provide dewatering as required to
maintain dry trench throughout construction.
PI,ug all lines under con.tructlon at the end of the working day to prevent ground water and
potential contaminants from entering completed lines and IIn.s under construction.
All muck and unsuitable materials encountered In trench bottom, shall be r.moved and replaced
with compacted granular material to a minimum of 95" maximum dry density per AASHTO T-180.
Proctor and density test results shall be submitted to the .nglneer.
All trench baekflll under future pa....d areas shall b. plac.d In 12" la)'ers ond compacted by
mechanical means to a minimum of 95" density per AASHTO T-180 so os to prevent future
settlement. Compaction in unpawd areas shall b. a minimum of 90" maximum dry density as
per AASHTO T -180.
Pipe Clearances: Maintain 10' minimum horizontal separation between water mains and sanitary
hazards (Ie., IOnltary sewer, farce mains, storm sewer and/or reuse water mains). Where there
Is I.ss than 18" ....,tlcal separation between water and sewer mains, both water and sewer main.
shall be either cast or ductile Iron pipe or encased In concrete 101..F each side of the crossing
(totaling 20l.f minimum encasement).
INSTALLATION OF VAlIlES:
General: Install valves as Indicated with stems pointing up. All underground valves sholl be Installed
with an adjustable cost Iron val.... box (screw t)'P4l) to grade with 8" concrete collar all around.
"water" shall b. cast In cover.
FIELD QUAUTY CONTROL:
Piping Tests: Conduct piping tests before joints are covered, and after thrust blocks hove
sufficiently hardened. Fill pipeline 24 hours prior to testing, and apply test pressure to stabilize
system. Use only potable water.
Hydrostatic Tests:
Test Pressur.: The test pressure shall not be less than 150 pounds p.r square Inch.
Duration: The duration of each pressure t.st shall be a minimum of two hours, unless
other wis. directed by the Engineer.
Procedur.: After the pipe has been laid, and after Inspection by the Engineer and the
Owner. all n.w1y laid pipe shall be subjected to a hydrastatic pressure test in accordance
with AWWA C600, Sec. 4, M 23 " c 651. The Contractor sholl contact the Engine.r and the
Owner at least 48 hours prior to the test. The Engineer shall be present during
011 tests.
Slowly fill the pipe with water and allow to stond for 24 hours. Expel all air from the pipe,
Apply and maintain the specified test pressure by continuous pumping If necessary for the
.ntlr. t.st period. The test pr.ssur. shall be calculated for the point of low.st elevation,
or as specified by the Engineer. Th. pump suction sholl be In a barrel or similar device, or
metered so that the amount of water required to maintain the test preesure may be
measured accurately.
Topping Tees: Tapping tees sholl be tested at 100 psI for 15 minutes before the tap Is
mode and separate from the testing of the main lines and service connectlone.
Leakage: Leakag. shall be defined as the quantity of water nece.sary to hold the
specified test pr.ssur. for the duration of the test period. No pipe Installation will be
accept.d If the leakag. Is greater than the number of gallons per hour as determined by the
following formula:
L . N T 0 (P)
7400
In the above formula:
L - Allowable leakage, In gallons per hour.
N - Number of joints In the length of pipe test.d.
o - Nominal dlamet.r of pipe. In Inch.s.
P . Average test pressure during the leakage t.st, In pounds per square inch gouge
T . Duration of pressure test In hours.
The allowable leakag. for PVC plastic pipe with elastomerlc
joints can be determined from the following tabl.:
Nominal Allowable Leakage for
Pipe Siz., 1000 Ft. or 50 Joints
Inches (Gallons Per Hour
4 .33
6 .50
8 .66
10 .83
12 .99
Correction of Excessive Leakage: Should any t.st of pipe laid dleclose leakage greater than that
allowed. locate and repair the defective joints or pipe untH the leakage of a subsequent test Is
within the specified allowance.
VIsual Inspection: All expos.d areas of pipelines shall be Inspected by the Engineer anci the
Owner for visible leakage under normal operating conditions. Visible leaks sholl be repaired by
the Contractor at no additional cost to the Owner.
T.sting of VaI....s: Valves will b. t.sted at the sam. time that the adjacent pipeline Is test.d. If
there ore any special parts of control systems or operators that might be damaged by the plpelined
teat, they .hall be properly protected. The Contractor will b. held responelble for any damage
caused by the t.sting.
Hydrostatic Test and Leakag. of Service Connections: Test service connections and service
connection pipe by either testing In conjunction with the main at the test pressure required for the
main, or by testing at the normal hydrostatic main pre.sure after the main has been completely
Installed and tested. Inspect visually for leaks and repair any leaks before backflllng. Duration of
the test shall be at 15 minutes.
Service connection transfers will be visually Inspected for leakage by the Englnear ond the Owner
under normal system preasure.
Acceptance: Acceptance of any installation shall be based on the Engineer's and the Owner's
Inspection, the requirements of AWWA C6oo, Sec. 4.2.3. and the requirements stated herein.
ADJUSTING AND CLEANING:
Disinfection of Potable Water System: Flu.h pipe system with clean potable water until no dirty
water appears at point of outlel FIl1 system with water-chlorine solution containing at lea.t 50
ppm of chlorine. Valve off system and let stand for 24 hours minimum. Perform bacteriological
testing and provide Engineer wIth acceptabl. results for two (2) consecutive days at all sample
points identified on the Florida Deportment of Environmental Protection Public Drinking FacDlty
Construction Permit. Upon acceptance by the Engln.er, f1ullh system with clean potable water
untl no chlorine remains in water coming from system.
Repeat proc.dure If contamination Is present In bacteriological examlnatlan.
No connection to the .xlsting potable water system will be made until c1earanc. has been rec.lved.
SEC~ON 02720 - STORM SEWAGE SYSTEMS
PART 1 - GENERAL
DESCRIPTION OF WORK:
Extent of storm sewage systems work Is indicated on drawing. and schedules, and by
requirements of this section.
"Earthwork" for excavation and backfll required for storm sewage systems; not work of this
section.
"Storm Water Systems" for Interior buHdlng systems Including conductors, horizontal branches,
ond cannectlons to roof and deck drolns; not work of this sectlan.
QUAUTY ASSURANCE:
Manufacturer's Qualifications: firms regularly engag.d In manufacture of storm sewage
s~tem'e products of types, materials. and siz.s required, wh~e products have been In satisfactory
use In similar servIc. for not I... than 3 )'ears. .
Installer's Qualifications: Firm with at least 3 years of successful installation elCperlence on
projects with etorm sewoge work similar to that required for project.
Codes and Standards:
Plumbing Code Compliance: Comply with appllcabl. portion. of National Standard Plumbing
Code pertaining to selection and Installation of storm sewage system's materials and products.
Work to be performed within the public right-of-way shall meet the specifications of the
governing authority.
Environmental Compliance: Comply with oppllcable portions of local Environmental Agency
regulations pertaining to storm sewage system..
SUBMITTALS:
Product Data: Submit manufacturer'. technical product data and inltallatlon Instructions for
storm sewage system materials and products.
Shop Drawings: Submit shop drawings for storm sewage system.. showing piping materials,
Ilze. locations, and Inverts. Includ. d.talls of underground structures, cannectlan.. and manholes.
Show interface and .patial relationship between piping and proximate structures.
Record Drawings: At project closeout. submit record drawings of Installed storm sewage piping
and products, In accordanc. with requlremente of DlvIslon-1.
Maintenance Data: Submit maintenance data and ports lists for storm sewage eystem mat.rlals
and product.. Include this data, product data. .hop drawing.. and record drawlnge In
maintenance monuol; In accordanc. with requirements of Dlvlslon-1.
PART 2 - PRODUCTS
PIPES AND PIPE FITTINGS:
General: Provide pipes of one of the following materials. of weight/class Indleat.d. Provld. pipe
fittings and accessories of sam. moterlal and weight/class (IS pipes. with joining m.thod as
Indicated.
Reinforced Concrete Pipe: AS'N C 76, Closs II unless otherwise Indicated.
Class I avaRoble 60"-144": Class II through V available 12"-144".
Fittings: Relnforcecl concret., sam. strength as adjoining pipe, tongUJ.-and-groo.... gasketed
joints compl~ng with ASThf C 443.
Palyvinyl Chloride (PVC) Sewer Pipe: ASTM 0 3033, Typ. PSP, $OR 35: or ASTM 0 3034,
Type PSM. SDR 35.
F1ttln~: PVC, ASTM 0 3033 or 3034, solvent cement joints complyllng with AS'N 0 2855
u.lng .00.....,t cement complying with ASTM 02564; or e1astomerlc joImts complying with
ASTM 0 3212 using elostomerlc seal. complying with ASTM F 477.
STORM SEYlER MANHOLES:
General: Prolllde precatt reinforced concrete storm sewer manhol.s as Inc:lllcated. complying with
ASTM C 478. Grout flow-lines of man hales.
CATCH BASINS:
General: Provide precast reinforced concrete catch basins os indicated, wllth cast iron grates.
PART 3 - EXECUllON
INSTAU.ATlON or PIPE AND PIPE FITTINGS:
General: In.tall piping In accordance with gavernlng authorities having )lrledlction. except
where more stringent requirements are Indicated.
In.pect piping before In.tallatlan to detect apparent defects. Mark d.fectlwe materials with white
point and promptly remo.... from site.
Lay piping beginning at low point of system, true to grades and alignment. Indlcat.d, with
unbroken continuity of In....,t.
Place bell .nds or groove ends of piping facing upstream.
Install gask.ts In accordance with manufacturer's recommendations for U8lll of lubricants.
cements, and other special Instollatlon requirements.
Concrete Pipe: Install In accordance with applicable provisions of ACPA "Concret. Pipe
Installation Manual".
C1.anlng Piping: Clear interior of piping of dirt and other superfluous matterlal as work
progr...es. Maintain swab or drag In line and pull post each joint a. It lis completed.
In large, acce..lble piping, brushes and brooms may b. us.d for clecanlng.
Place plugs In ends of uncompleted conduit at end of day or whenewtr work stops.
Flush line. between manholes, If requlr.d. to remove collected debris..
Joint Adaptors: Make joints between different typ.s of pipe with standardl manufactured
adapters and fittings Intended for that purpose.
Closing Abandoned Utilities: Close open ends of abandon.d underground wtllltl.s which are
indicated to remain In plac.. Provide sufflclently strong closures to withsttand hydro-static or
earth pressure which may result after ends of abandoned utHltles have bl4Sll closed.
Interior Inspection: Inspect piping to d.termln. wheth.r line displacement or other damage has
occurred.
Make inspections after lines between manholes, or manhole location.., hQve been Inst~lIed
and approximately 2' of bockfUl Is In place, and again at completion of project.
If inspection indicates poor alignment, debris, displaced pipe, InflltratUon or oth.r defect..
correct such defects, and reln.pect.
PRECAST CONCRETE MANHOLES:
General: Place precast concrete .ectlons as Indicated. Where manhole. (occur In pavements. s.t
tops of from.. and co....,. flush with finish surface. Elsewhere, set tops ;3" above finish surface.
unless otherwlea Indicated.
Install In accordance with ASTM C 891.
Provide rubber joint gallket complying with ASTM C 443 at joints of sectlO)l1s.
CATCH BASINS:
General: Construct catch baslne to slz.. and ahapes Indicated.
Set frames and grates to elevations Indicated.
BACI<FlWNG:
General: Conduct backfill operation. of open-cut trenches clOMly followlnlg laying, jointing,
bedding of pipe, and after Initial inspection and testing are completed.
FlELD QUAUTY CONTROL:
Testing: Perform testing of campleted piping In accordance with local aU1thorltles having
jJrlsdictlon.
SEC~ON 02730 - SANITARY SEWAGE SYSTEMtS
PART 1 - GENERAL
and
DESCRIPTION OF WORK:
Extent of sanltory sewage systems work Is indicated on drawings and sch4edules, and by
requirements of this section.
"Earthwork" for excavatlan and backfHl required for sanitary sewage systanns; not work of this
section.
Concrete work required for sanitary sewage systems; not work of this sec:tlon.
QUAUTY ASSURANCE:
Manufacturer's Qualification.: Firms regularly engaged In manufacture of sanitary sewage
system's products of type.. materlale, and .Izes required, whose products. hove been In satl.factory
use In similar service for not less than 3 years.
Installer's Qualifications: Firm with at least 3 years of successful InstollaJtlon experlenc. on
projects with sonltary sewage work similar to that required for project.
Codes and Standards:
City of WInter Springe Cod. Compliance: Comply with City of WInter sprlmg. requlrem.nts and
standards for 011 construction.
Plumbing Code Compliance: Comply with applicable portions of National StoMord Plumbing
Code pertaining to selection and Installatlan of sanitary sewage system m'lOterlals and products.
All sewer Improvements shall be constructed in accordance with City of \WInter Spring's standards
and sp.clficatlone. Any conflicts b.tween these specifications and the Clt)y of Winter Spring's
specification I, then the City's specifications llhall prevail.
SUBMITTALS:
Product Data: Submit manufacturer's t.chnical product data and Installartlon Instructions for
s.wage Iystem materials and products.
Shop Drawings: Submit shop drawings for sanitary ..wage system.. showing piping mat.rlals,
size, locations, and Inverts. Include detals of underground structures, ccnnectlons, and
cleanouts. '
Record Drawings: At project closeout. submit record drawings of Installetd sanitary sewage
piping and products.
Malntenonce Data: Submit maintenance data and parts lists for 80nltarw sewage system
materials and products. Include thi. data, product data, shop drawings, and record drawlnge In
malntenanc. manual; In accordance with requirem.nts of Division 1.
PART 2 - PRODUCTS
PIPES AND PIPE FITTINGS:
General: Pravide pipes af one of the fallowing material.. of welght/c1assa Indicated. Provide p~e
fittings and accessories of eame material and weight/class as pipes, wittn joining method as
indicated.
Polyvinyl Chloride (PVC) Sewer Pipe: ASTM 0 3033, Typ. psp, $OR 35: lor ASTM D 3034,
T)'P4I PSM, SDR 35-
Above available 4" through 15". SDR 35: 4", 6". 8", 10", 12", ac 15": SIDR 41: 6", Pi'. 9". 10".
12", ond 15".
Fittings: PVC, ASTM 0 3033 or ASTM 0 3034, solvent-cement joint. complying with ASTM
o 2~~ ullng solvent cement compl)'lng with ASTM 0 2~4; or elastom.nic joints compl)'ing
with ASTM D 3212 using elastomerlc ssals compl)'lng with ASlN F' 477.
PoIyvIn)t Chloride (PVC) Force Main Pipe: ASTM 02241, SDR 18. C-900, color green.
Force Main Fittings: DIP mechanical joint, cement mortar lined (ANSI 211.4) rated at 350
psi.
Ductile Iron Pipe (DIP): ASThf A746, AWWA C151 (Pipe) and AVNiA C111 (joints).
Class 5, Fastlt. joint..
SANITARY SEWER MANHOLES:
General: Provlcle precast relnforcecl concrete sanitary manhol.s as Indlc<tlted, and complying with
ASTM C 478.
CLEAN-OUTS:
General: Provlcle. as indicated. pipe .xtenslon to gracle with furrul. and countersunk clean-out
plug. Provide round cast-Iron access frame over clean-out, with heavy-duty secured scorlated
cover with lifting device.
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Gate Posts: Furnish posts for supporting single gate leaf. or one leaf of a double gate in.tallatlon.
for flominal gate width. os follows:
INSTALLATION Of' PIPE AND FITTINGS:
General: InstaU piping In accordanc. with governing authorities having jurisdiction, except
where more stringent requirements are Indlcat.d.
During back-filllng/tap-soRlng of underground force main. InstaU continuous underground
EMS magnetic marking tope, located directly over burled lines at 18" above the main.
Inspect piping before Installation to detect apparent defects.
Mark defective material. with white paint and promptly remove from site.
Lay piping beginning at low point of system, true to grades and alignment Indicated. with
unbroken continuity of Invert.
Place bell ends or groove ends of piping facing upstream.
Install gaskets in accordance with manufacturer'. recommendations for use of lubricants,
cements, and ather special installation requlr.ments.
Pla.tlc Pipe: Install In accordanc. with manufacturer's Installation recommendations, and In
accordance with ASTM D 2321.
Cleaning Piping: Clear Interior of piping of dirt and other superfluous material as work
progr...... Maintain 8wab or drag In line and pull past each joint as It Is compl.ted.
Place plugs In ends of uncompleted conduit at end of day or whenever work stops.
All muck and unsuitable materials encountered In trench bottom, shall be removed and replaced
with compacted oranular material to a minimum of 9~ maximum dry density per AASHTO T-180.
Proctar and density test results shall be submitted to the engin.er.
All trench backfill under future pawd areas shall be placed in 12" layers and campocted by
mechanical means to a minimum of 95" density per AASHTO T-180 so os to pr.vent future
settlement. Campactlon In unpawd areas .hall b. a minimum of 9~ maximum dry density as
per AASHTO T-18O.
Flush lines between manhales, if required. to remove collect.d debri..
Hydrostatic Testing (force main): Force mains .hall b. pr.ssure tested at 100 psi for a
minimum of 2 hours. See section 02666 (Hydro.tatlc Testing) for procedures.
Gravity sewer main. sholl be visually Inspected (Iamped) by the City and the Engineer. Provide
equipment neceesory to perform visual Inspection and make sure 011 lines are clean and free
of debris prior to inspection.
Gravity sanitary sewer molns shall also b. TV Inspected and the site contractor sholl
provide both the City and the Engineer with a copy of the video top. for review and
approval prior to final acceptance. Maximum allowable horizontal and ....rtical deflection Is 1/4".
Interior Inspection: Inspect piping to determine whether IIn. displocement or other damage has
occurr.d.
Make InspectIons after lines between manhole.. or manhole locations, have been Installed and
approximately 2-ft. of backfill is In place, and again at completion of project.
If Inspection Inclicotes poor alignment. debris, displaced pipe, infiltration. or oth.r defects, correct
such defect.. and reinspect.
SANITARY MANHOLES:
Gate Post
Ibs./Iin. ft.
Leaf Width
Up to 6'
Over 6' to 13'
Over 13' to 18'
Over 18'
3.5" x 3.0" roll-formed
section or 2.875- OD pip.
4.000" 00 pipe
6.625" OD pipe
8.625" OD pipe
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Top Roll: Manufacturer's longest lengths, with expansion t)1). couplings, approximately 6" long,
for "och joint. Provide means for attaching top roll securely to each gate corner, pull and end
post
1.66" OD pipe, 2.27 Ibs. per ft. or 1.6~- x 1.25- rail-formed sections, 1.30 Ibs. per ft.
T.neion Wire: 7-gage, coated coil spring wire. metal and finish to match fabric.
Loccte at bottom of fabric.
Wlr. Ties: 11 go. galvanized steel or 11 go. aluminum wIre, to match fabric core material.
Post Brace Assembly. Manufacturer's .tandard adj.lstable brace at end and gate posts and at
both sid.. of corner and pull p~ts, with horizontal brace located at mld-h.lght of fabric. Use
sam~ material os top roll for broce, and truss to line posts with 0.375" dlometer rod and aclj.I.table
tlghlener.
po.t Top.: Provide weather-tight closure cap with loop to receive ten.lon wire or top-rail; one
cap for each post.
Str.tcher Bars: One-piece lengths .qual to full height of fabric. with minImum cross-s.ctlon of
3/Hi" x 3/4". Provide one stretcher bar for each gat. and end post, and 2 for each corner and pull
post, except where fabric Is Inteorally wo....., into post.
Stretcher Bar Sands: Spac. not 0...., 15" o.c., to secure stretcher bars to end, corner, pull, and
gate posts.
GA TI:S:
Fabrication: Fabricate perimeter frames of gat.s from metal and flnlsh to match fence
frarr ework. Assemble gat. frames by welding or with sp.clal fittings and rivets for rigid
conr ectlons, pravlcllng security against removal or breakage connections. Provide horizontal and
vertical members to ensure proper gate operation and attachment of fabric, hardware and
accE'ssorles. Spac. fram. m.mbers maximum of 8' aport unless otherwise indicat.d.
Pro, Ide some fabric os for fence, unles. otherwise Indicated. In.tall fabric with stretcher bars
at 'ertlcol edges and at top and bottom edges. Attach .tr.tch.r bars to gat. frame at not more
thar 15" a.c.
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Insttlll diagonal crose-bracing consisting of 3/8" diameter odjustabl. length truss rods on gat.s
to ensure frame rigidity without sag or twist.
Can.;r.te: Provide concrete consisting of portland cement. ASTM C 150. aggregat.s ASTM C
33, and clean water. Mix materials to obtain concrete with a minimum 28-day comprenive
strellgth of 2,500 psi using at least 4 sack. of cement per cu. yd., 1" maximum size aggregat.,
maximum 3" slump, and 2" to 4" entrained air.
PAIn 3 - EXECUllON
Gen.ral: Place precast coneret. sections as Indlcat.d. Where manhole. occur In povements, set
tops of frames and covers flush with flnllh surface. Elsewhere. set tops 3" above finish surface.
unles. otherwise Indicated.
Install In accordance with ASTM C 891.
Provide rubber joint gaeket complying with ASTM C 443 at joints of sections.
TAP CONNECTIONS:
INS' ALLA TlON:
Do not begin Installation and erection b.fore final grading Is completed. unl.ss otherwise
perr'lltted.
Exce'vatlon: Drll or hand .xcavat. (using post hal. digger) holes for post. to diameters and
spadngs Indicated, In firm, undisturbed or compacted soil.
11 not Indicated on drawings, excovate holes for each post to minimum diameter recommended
by fence manufacturer. but not less than 4 times largest cross-section of post.
\. nl... otherwl.. Indicated, excavate hole depths approximately 3" lower than post bottom,
.Ith bottom of posts set not less than 36" below finish grade surface.
Setting Po.ts: Center and align post. In hol.s 3" abo.... bottom of excavation. Place concrete
aro~ nd posts and vlbrat. or tamp for consolidation. Check each post for vertlcol and top
allgr'ment. and hold In position durlni placement and finishing operations. Unl... otherwls.
Indi<:ated. .xtend concrete footln~ 2 above grade and trowel to a crown to shed water.
Top RaUs: Run ral continuously through post cops, bending to radius for curved runs. Provide
exp(lnslon couplings as recommended by fencing manufacturer.
Cen:er Rails: Provld. center roll. where indicated. Instoll In one piece bstween posts and flush
with post on fabric side, using special offset fittings where necessary.
Brace Assemblies: Install brace. so posts or. plumb when diagonal rod Is under proper tension.
Tenfllon WIre: Install tension wires through past cap loops b.fore stretching fabric and tie to
each post cap with not less than 6 go. galvanized wire. Fatten fabric to tension wire using 11 go.
galvanized steel hog rings space 24" o.c.
Fabric: Lea.... approximately 2- between finish grode and bottom selvag., unl..s otherwise
Indlc:at.d. Pull fabric tout and tie to
pos's, roB.. and tension wires. Install fabric on security sid. of fence. and anchor to framework eo
thai fabric remains In tension after pulling force Is released.
Stretcher Bore: Thread through or clamp to fabric 4" o.c., and s.cure to posts with metal band.
spa.:ed 15" o.c.
Gat II.: Install gates plumb, level, and secure for full opening without Interference. Install
grOl..nd-set Items In concrete for anchorage. Adjust hardware for smooth operation and lubricate
where necessary.
ne Wires: U.. U-shoped wire. conforming to diameter of pipe to which attached. clasping pipe
and fabric firmly with ends twIsted at I.east 2 full turns. Bend ends of wire to minimize hazard to
per~ ons or clothing.
li. fabric to line post.. with wire ties spaced 12" o.c. TIe fabric to rolls and braces, with wire
ties spaced 24" O.C. TI. fabrIc to tension wires, wIth hog rings spaced 24" o.c.
Fasteners: Install nuts for tension bonds and hordware bolts on side of fence opposlt. fabric side.
Pee" ends of bolts ar score threacls to pr......,t removal of nut..
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Mak. connections to existing piping and underground structures, so that finished work will
conform as nearly as practicable to requirements specified for new work.
BACKFILLING:
General: Conduct backfilling operations of open-cut trenches closely following laying, jointing,
and bedding of pipe, and aft.r Initial inspection and testing are compl.t.d.
fiELD QUAUTY CONTROL:
Testing: Perform testing of completed piping In accordance with lacal authorities having
jurl8CIictlon.
SEC~ON 02830 - CHAIN UNK FENCING AND GATES
PART 1 - GENERAL
DESCRIPTION OF WORK:
Extent of chain link fences and gates Is indicated on drawings.
QlJAUTY t\SSURANCE:
Provide chain link fencee and oates os complete units controlled by a single source Including
necessary erection acces.orIes, fittings, and fattenlngs.
SUBMITTALS:
Product Data: Submit manufacturer's technical data, and Installation instruction. for metal
fencing. fabric, gates and accessories.
PART 2 - PRODUCT
GENERAL:
Dimensions Indicated for pipe, roll-formed, and H-sectlons are outside dimensions, exclusive of
coatings.
Available Manufacturert: Subject to compllanc. with requlrem.nts, manufacturers offering
products which may be Incorporated In the work include; but or. not limited to, the following:
Manufacturer: Subject to compllanc. with requlrem.nt.. provld. products of on. of the
following:
Galvanized Steel Fencing and Fabric:
Allied Tube and Conduit Corp.
American Fence Corp.
Anchor Fenc.. Inc.
PVC Coat.d Galvanized Steel Fencing and Fabric:
American Fence Corp.
Anchor Fence. Inc.
United States Steel.
Aluminized Steel Fencing and Fabric:
Page rence Dlv./poge-WiIson Corp.
Cyclone Fence/United States Steel Corp.
Aluminum Fencing and Fabric:
Chain Unk Fence Company of Penns)ilvanla.
SecurIty Fabricators. Inc.
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Fabric: No.9 go. (0.148" + 0.005") size steel wires, 2" mesh. with top selvages knuckl.d for
fabric eo" high and under. and bath top and bottom selvages twisted and barbed for fabric owr
60" high.
Fumlsh one-piece fabric widths for fencing up to 12' high.
Fabric Finish: Galvanized. ASTM A 3g2. Class I, with not less than 1.2 oz. zinc per sq. ft. of
surface.
ALUMINUM FABRIC:
Fabric: 0.148" mill finished aluminum wires. ASTM B 211. alloy 6061, 2" mesh, with top
selvage. knuckled for fabric 60- and under. and both tap and bottom selvages twl.t.d and barbed
for fabric 0...., 60" high.
Furnish one-piece fabric widths for fencing up to 12' high.
FRAMING AND ACCESSORIES:
Steel Framework, General: Galvanlz.d steel, ASTM A 120 or A 123. with not less than 1.8 oz.
zinc per sq. ft. of surface.
Flttlngs and Accessories: Galvanized, ASTM A 153, with zinc weights per Tobie I.
Aluminum Fram.work, General: ASTM B 221. Alloy 6063, mill finished aluminum.
Fittings and Accessories: Mill finished aluminum or galvanized steel, to suit manufacturer's
standards.
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End, Corner and Pull Pasts: Minimum sizes and weights as fallows:
Up to 6' fabric height, 2.370" OD steel pipe, 3.65 Ibs. per IIn. ft.. or 3.0" x 3.5- roll-
formed section.. 4.85 Ibs. per IIn. ft.
Over 6' fabric height, 2.875" OD steel pip., 5.79 Ibs. per IIn. ft., or 3.5" x 3.5- roll-
formed sections, 4.85 lb.. per IIn. ft.
Up to 6' fabric height, 1.90" OD steel pipe, 2.70 lb.. per IIn. ft. or 1.870" x 1.62~" C-
sections. 2.28 Ibs. per lin. ft.
6' to 8' fabrle h.lght, 2.375" OD steel pipe. 3.65 Ibs. per IIn. ft. or 2.25" x 1.875" H-
sections, 2.64 Ibs. per IIn. ft.
Over 8' fabrle height, 2.875" OD st..1 pip., 5.79 Ibs. per lin. ft. or 2.25" x 1.875" H-
sectIons. 3.26 lbs. per lin. ft.
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LANDSCAPB LEoe~D
BOTANICAUCOMMON NAM!
Cercis canadensis
Red bud
!lex x attenuata 'East Palatka'
East Palatka holly
!lex vomltorla
Yaupon holly
Lantilins rtlOtllevldensls
Trailing lantana (purple)
L1gustrum Japonlcum tree
L1gustrum tree
Llquldambar styraciftua
Sweetgum
L1r1ope 'Evergreen Giant'
Evergreen Giant llriope
Quercus laurlfolla
La!Jrel oak
Quercus laurifolia
Laurel oak
Rhaphlolepls Indica
Dwarf Indian hawthorn
Viburnum odoratissimum
Sweet viburnum
Paspalum notatum 'Argentine'
Argentine Bahia grass
Stenotaphrum secundatum 'Bitter Blue'
Bitter Blue St. Augustine grass
Pine bark medium nuggets mulch
LANDSCAPE NOTES
-Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape
notes and legend. Plans shall rule if there are any discrepancies In material quantities. All quantities to be verified.
-LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project.
-LC shall coordinate hit work with other contractors to assure efficient and timely completion of the work.
~LC shall be responsible''for supplying all materials, labor and equipment for the performance of his portion of the work.
-LC to verify all existing grades, dimensions and field conditions and notify owner of discrepancies before proceeding with work,
. -LC to protect existing utilities, structures, surfaces and vegetation noted to be saved and be responsible for repair/replacement.
~Protect trees to be saved per detail. Vehicle parking, material storage, or soil removal/addition is not permitted within the driplines.
-Round~Up shall be applied twice at ten day intervals onto all existing vegetation, sod and groundcover areas that are to be
replanted. Extreme care shall be taken to prevent overspray anqlor drift onto existing plant material to be saved. Mfr's
recommendations shall be followed. Remaining weeds and their roots shall be removed by hand prior to installation of plants,
Resprouting weeds and plants are the responsibility of the LC through the one year warranty period.
-All plant materials shall be graded Florida No, 1 or better as outlined under current Grades and Standards for Nursery Plants,
Division of Plant Industry, State of Florida, unless otherwise noted. Trees up to 4" caliper measured at 6" above soli line & over 4"
caliper at12" above soli line unless otherwise noted. If applicable, dbh means diameter (caliper) of trunk at breast height (41/2'
unless otherwise noted). All rootballs and containers to be free of weeds and their roots.
-Sod to be whole viable, green and free of insects and diseases, All joints to be butted, Fertilize with general purpose formula
following installation.
-Planting soli of Fla. peat mixed 1/2 with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil
Is unsuitable for planting and/or contains lime rock or construction debris (to be removed).
-Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways extending
perpendicularly from the surface for a minimum distance of 18".
-All palms, trees, shrubs and groundcovers shall be fertilized with Agriform 20-10-5 or SierraTabs 16-8-12 planting tablets, One
tablet/1 gal, 2 tablets/3 gal, 3 tablets/5 or 7 gal, 4 tableta/10 gal and one tablet/ each 1/2" of tree trunk diameter. Application shall
be as per the details and mfr's recommendation.
-Apply Ronstar or approved equal to all planting beds following mfr'l. recommendations after planting and prior to mulching.
-All planting beds and trees In sod areas (which require 4 foot wide mulch rings) to receive a 3" depth of medium pine bark mulch.
-LC to maintain all plant material In a plumb, upright and stable condition, All trees/palmi to be guyed/staked as per details,
~LC to remove all bags (unless biodegradable), tags, ties, wires, ropes, stakes and nursery attachments from all plant material.
-LC shall be responsible to keep plant material in a healthy, watered, Insect/pest free condition until owner's final acceptance,
~LC to provide a one-year warranty for trees/palms, three months for shrub., groundcovers & vines and thirty days for sod.
Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of
the warranty period. Replacement plant material shall be warranted for ninety daYI (sod for thirty days) from replacement date,
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graphic stippling and or 'sod' in retention B & C
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b&b balled & burlapped
bt boots
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c caliper
cnp canopy
coli collected
cont container
ct clear trunk
cy cubic yards
dia diameter
exstg existing
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hvy heavy
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stm stems 14" 12" ~
trl trellis ~ ~
tr trunks 1 5
trans transplant "
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Warranty shall apply only to material that dies due to poor quality, improper handling or installation practices. Generally,
transplanted material shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the
owner's responsibility during the warranty period.
-Hedges (VO) should not be installed In areas where existing vegetation meets the code requirement of a 30" height screen. Install
sod only in areas of bare soli. Do not clear existing vegetation. Do not install sod In areas smaller than 100 sf that are adjacent to
existing vegetation. Mulch these areas instead of sodding,
-Automatic underground Irrigation system with rain sansor to provide 100% coverage of all landscape areas, Avoid irrigating
exllstlng natural areas to remain. Provide bubblers or small spray. to new plantings within these areas.
CITY OF WINTER SPRINGS LANDSCAPE CODE NOTES
VUA along ROW (SR 434 & SR 419: 625'); Hedge required.
VUA & Adjacent property (398'): Requires 6 canopy trees
Interior: 2 Islands require 2 canopy trees
Buffer (625'): Requires 13 trees at 2 %" c @ dbh, 13 large or canopy trees & 25 subcanopy trees
Total Required: 34 canopy/large & 25 subcanopy trees. All provided plus an additional 20 replacement trees at retention B & C
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STAGGERED LOCATIONS ALONG TRUNK
SALV. TURNBUCKLE 6. LONG
ENGINEER
SHRUB/GROUNDCOVER PLANTING DETAIL
HOT TO SCALE
DESIGN
RUH
DRAFT
DSG
CHECK
FINISH GRADE l. IlElOW ROOTBALL
PRESSURE TREATED WOOD STAKE OR
REBAR WITHIN ~CH RING
+
<-
PRO~CT NO. 990490
.nPHIN G. PAnGAI, A'LA
Lond..o,. Archll..t . fL 10.. '1090
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REt<<WE auRl..AP FROtt TOP 1/3
OF ROOTBALL
DATE
JULY, 1999
1" - 30'
13 OF 14
1425 Berkshire Avenue
Winler Park, FL 32789
REMOVE M.L NONBIOOEGRADEABLE
COVERINGS
J PLANTING HOLE TO eE'
l 24. WIDER FOR ROOTIlALLS UNDER 3' DIA.
... WIDER FOR ROOTllALlS OVER 3. PIA.
S.Hl~.
SCALE
ROOTBALL ON TNtPED. FILL OR SUBGRADE
!l:.plcal'Tree Protection Detail
HOT TO ICALl
.
TREE PLANTING IGUYING DETAIL
HOT TO SCM.E
407.622-411116 <- fax 407.622-411117
<-
SHEET
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PLA T BOOK 5, PA GE 9
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WIllE A6 FER lU~L OF=
L.0CAl.. COPE .,', ,'. .'. '.' '" l!uILCI
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~ER NO%%L.E
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AlL. vAL.. VI !SO><E& &l4AL.L BEMAfla(ED WITt-I Tt-IE
ZONE Nl.II"1&ER M PER IN6TFeUCTI0N6 eY"t-1E
LAND&CAPE AfliCWJTECT.
vAl VE eox FINI&14 GRADE
&IPEWAL.I<, ~l
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FINI&f4
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IN&T AlL. ftl&E~4' ABOVE
:IN&TAllED PLANT MATERiAl
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MAINLINE
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Tf.4E MAINLINE
::-~t~~~IN7'-~ ~
5~RU6 RISER DETAIL
CONTROLL.ER DETAIL
~EAD DETAIL
ELECTRICAL vALve
GENERAL NOTE6
I) RlFEfIt TO TI4E lANO&CAPE PL.ANa w..EN TRENCI4I1NG TO AVOID TREES AND ~e&.
2) ALL. MAINl:lNEPIPING 6I-IALL. eE euRIED TO A MINIMUM DEPT'" OF 18' OF COVER.
AL.L LATEfItAL. PiPiNG 6I-IAlLeE eufltlED TO A MINIMUM DEPTH OF 12' OF COVER.
3) ALL. pop-UP ~TOJIlIt6 AND ~Y& &l4AU.. Be IN6TAL.L.ED U6ING AN 18' PVC R.E><
PIFE CONNECTION. DO NOT uee FUNNY PIpE.
4) ADJueT Al1. NOZZL.E&TO ~DUCE WATER WAeTE ON t-I~ &U~ACE& ~ BL.DG. WAL1.&.
S) Tt-IROTT1.E ALL. vALVE& ON &f.fRJ8 1.INE& A& ~QUlfIItED TO ~YENT FOGGING.
6) AL1. RI&EfIt& &f4Al1. ee PAINTED A COI-OFt Q4O&!N I&Y Tt-Ie 1.ANO&CAPI! AfIfCI-IITECT.
1) AL1. RI&E~ et-IAl1. ee &TAKED WITt-I A &TEEl ANCilE AND &E~D WITt-I PVC
UL. TRA-VIOL.ET L.IGt4T PROTeCTED PVC CL.AMP6.
&) AU.. CONTFtOL. Willie 6PL.ICE& &"'ALL. ee MADE IN vALVE eoXE& U&ING KfNG
'ONE &TEP' CONNECTOFe&ANO SEAlANT WITt-I WIN: NUT&.
'!) TI4E CON~lOR 6I-IAL.1. ~PARE AN ,A&-eullT DRAWING ON A REFFtODUCIE5L.E
PAPER (&EPIA ~ MYLAR> &HOWING All IRRIGATION IN6T ALL.ATION. A M'r1.~ ~
&EPIA OF T...e ORIGINAL. PLAN CAN BE 08T AINED FAa 1 TfoofE 1.AND&cAPE ARCt-IITECT
~ A FEE. THE A&-etJl1. T DRAWING $-tAl1. lOCATE ALL. MAiNlINE AND vAL. YE& ey
&I4OWING E)(ACT MEAelUREMENT& FROM t-IAFeD &u~ACE&.
lit>) ALL. VAlvES, GATE vAl-YE& AND QUICK COUF'lE~ et-IAL.l BE INSTALLED IN VAlVE
eoXE&.
IV ANY PIPING &HOU.N OUT&IDE TIl4E FROFERTY I.INE ~ ~ING OUT&IDE A l.AND&cAFe
AfltEA 16 &I4OUN Tt-lERE FOR CLARITY ONJ.,;Y. A1.1. liNE! &f.fALl BE IN6TALL.EO ON Tt-Ie
~Rn" AND IHeIDE Tt-IE L.AND&CAPE ARE:A&.
12) AlL. RI6EFt6 et-IAlL. BE IN6TAL..1.EO 12' FRCM ANY WAlL. AND A MINIMUM OF 12' FfItOM
ANY 61DEUJAL,.IC:, PATIO OR ROAD.
13) Tf.4E E)(ACT I-lEIGf-lT OF ANY 12' fOOP-UP Tl-IAT '6 &t-IOUN IN A 6f.IIIi1JB eEP et-IAL1. eE
DETEI'l!'1INED JSY TI-IE LAND&CAPE A~ITEC"'" INT"'E FIE1.D.
14) Tt-IE CONTRACTOR 6I-IAL.L. E><EfItCI&E CAFE &0 A& NOT TO DAMAGE ANY E><16TING
UTllITIE6. TI4E CONTRACTOR 6I-IAl1. BE N:6P('N6IeL.E FOR TI-IE IMMEDIATE fltEPAJ~
AND coeT OF ANY DAMAGE CAU6ED ey 141& 'JJOIIiIK.
1&) ALL. WO,ra< 6I-IAL.l BE CiUAPUNTEEP FOR ONE YEAIlt ~ TI-IE DATE OF FINAL
ACCEPTANCE AGAIN!T ALL DEFECT& IN EQUlf=MENT AND UJOfI;J(MAN6I-IIP.
16) ElEC~ICAL. &ERVlCE TO AlL. EQUIFMENT 6I-IAL.1. ee PROVIDED TO A JI.tlCT.lON
eox AT T"'E EQUIPMENT 1.OCATION. (8Y OUN!;R OR A& PART OFE1.EC. PLANa A& &PEC
LEGEND
.
AAINeIRD I~ &EFtIE& 61 pop-uP
.
AAINeIFeD I~ &EFtIE&12' FOP-UP
A
AAINeIFeD I~ &E~IE& &f.ftllU8 &PRAY ON ~I&ER
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f.4UNTER FGP ROTOIli t-IEAD - 6 6FM
f.4UNTEft PGP ~TOIIE: t-IEAO .. 3 GFM
~TER ICV E1.ECTIliIC vAlVE. 1112' OR &IZE A&
&+4OU.N ON Tf.4E ZONe; lAeEL IN&T ALL vAlve IN
AN AMETEK Ye-12A vALve 80><'
,- - - CLA&& 2ee PVC MAiNliNE-I 112'
CL.A&& 16<l> pVC L.AlERAl. lINE- &IZE A& &f.IOU.N
UNTI1. A &MALL.Eft &IZE 1& 6t-IOUN.
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CGlNTROLlER-AAINeIFa:> E&P-L.>< 12 6T AT ION.
A& ~ ON Tf.4E PI-AN, INeT AlL WITH
A MINI-ClIK II pltAlN $EN&OR
GAOUNP WITt-I A MINIMUM " cor=FE~, CLAD ~.
&lEEVE TO A& REQUIRED.
<e>
POINT OF CONNECTION TO I 112' L.INE FROM
eACl<Pl..ow PR!veNTER AN[) I' METER
NOZZLE CI-4A~T
I LETTER MOOE1. GPM AT RADIlJ& PA TTEfitN
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P I8I2'(D-15H I.'! 1&' HAlF'
E 18(l)(l)-IS T 12 1&' ONE T...lflitD
F 18I2'(D-ISQ 14> 1&' QUARrE~
G 18ct>tZ>-15E&T' .61 4' >< 15' END 611tIP
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M I8I2'(D-I5&&T 12 4'X3(lll' &IDE &TRIP
N INtD-12H 12 12' L.OW GAL.LONAGE
P 18clH>-IIt>T -1.A .&2 Ie' L.OW ONE THtFeD
fit 18clH>-I/t)Q-lA 39 tel L.OW ,QUARTER
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T 18ct>tZ>-814-FL. T .19 8' FL.A T t-IAlF
U I8I2'(D-8Q-Fl T 39 8' FLAT QUARTER
V 1~-8T -Fl T .&2 8' FL.AT TH~E QrR.
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ENGINEER.
RON, HENSON II P.E.
DESIGN DRAFT CHECK
LWS LWS RMH
PROJECT NO. 99049F
DATE JULY, 1999
SCALE NONE
SHEET 1 4 OF 1 4