HomeMy WebLinkAbout2000 07 24 Regular A Final Engineering for Burger King
COMMISSION AGENDA
ITEM A
Consent
Information
Public Hearin
Re ular XX
MGR. ~er1-
July 24. 2000
Meeting
REQUEST: Community Development Department, Land Development Division, presents to
the Commission the recommendation of the Planning and Zoning Board as it
relates to the final engineering for Burger King.
PURPOSE: The purpose of this agenda item is to present to the Commission the
recommendation of the Planning and Zoning Board as it relates to the final
engineering for Burger King. The property is located south of SR 434 to the
immediate east of the existing HESS station. The property is zoned Planned Unit
Development (PUD).
APPLICABLE CODE/LAW:
Section 9-73. Form and contents of final development plan.
(a)
(b) Additional engineering/plans to accompany the final development plan/plat:
(1) Potable water including fire protection systems.
(2) Sanitary sewer.
(3) Drainage and stormwater management facilities, including
underdrains.
(4) Bulkheads.
(5) Excavation and fill.
(6) Sidewalks, bicycle paths, and bridle paths.
July 24,2000
REGULAR AGENDA ITEM A
Page 2
(7) Streets and curbs. Street grades and elevation shall be established to
minimize the need for underdrains. In soils where high groundwater is
found or suspected, cuts shall be minimized in order to reduce the need for
underdrains. Wherever along the proposed roadways projected
groundwater elevation is less than one (1) foot, six (6) inches below the
bottom of swale (or bottom of road base where curb and gutter is used),
underdrains shall be required.
(8) Soils explorations. The results of comprehensive soils explorations,
evaluation of results and recommendations by a city-approved soils
engineering and testing firm. The soils explorations work shall include as
a mInImum:
a. Results of borings located by survey at suitable intervals along
the proposed roadways; classification and properties of soils
encountered; and groundwater elevation to United States
Geological Survey datum found subsequent to making the borings.
The evaluation of the results and recommendations by the soils
firm shall include as a minimum: Recommendations on the type of
base construction, projected high-water elevation to United States
Geological Survey datum along the proposed roadways, need,
design, size, location, depth and details of underdrains; and a
recommendation on the elevation of street grades, including depth
of cut. The results of the soils work, evaluation of results, and
recommendations shall be incorporated into the plans and
specifications submitted for review.
b. If during construction of improvement, 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 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 modification.
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ATTACHMENT A
July 24, 2000
REGULAR AGENDA ITEM A
Page 3
(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.
Tuscawilla Tract 15, ParceI1-B, Development Agreement
S.R 434 Corridor Vision Plan, New Development Area
Ordinance No. 489 - An Ordinance of the City of Winter Springs, Florida,
adopting a Settlement Agreement between the City of Winter Springs, Florida and
The Winter Springs Development Joint Venture.
Vested Rights Special Use Permit No. VR 93-01
CHRONOLOGY:
July 22, 1990
- Passage and adoption of Ordinance No. 489
June 8, 1993
- Vested Rights Special Use Permit issued
October 22, 1999
- Final Engineering Plans submitted
May 16, 2000
- Development Review Committee convened
July 24,2000
REGULAR AGENDA ITEM A
Page 4
June 7, 2000
- Planning and Zoning Board convened
FINDINGS: 1) The Staff has determined that the project meets all Code requirements with
the exception of the monument sign which will be reviewed for compliance once
the application is received.
2) The property is vested against the Comprehensive Plan.
3) The proposed Burger King store is an authorized use according to Ordinance
No. 489.
4) The rights granted by Ordinance No. 489 are assignable.
5) The Planning and Zoning Board has recommended approval, with stipulation,
of the project.
RECOMMENDA TION:
The motion by the Planning and Zoning Board is: "Motion by Board member
Karr. I'll made the motion that the Planning and Zoning Board favorably
forward these plans to the City Commission for their action contingent upon
the property being platted prior to a certificate of occupancy being issued."
Board member Brown seconded." All present voted aye. Motion carried.
ATTACHMENTS:
A - Ordinance No. 489
B - Vested Rights Special Use Permit VR 93-01
C - S.R. 434 Corridor Vision Plan, New Development Are
D - Tuscawilla Tract 15, Parcel I-B, Development Agreement w/o
attachments except for depiction of monument sign authorized for
this parcel
E - Development Review Committee Meeting minutes of May 16, 2000
I
July 24, 2000
REGULAR AGENDA ITEM A
Page 5
F - Planning and Zoning Board Meeting Minutes of June 7, 2000
G - Architectural Elevation and Monument Sign Sheets
H - Site Plan (Final Engineering)
COMMISSION ACTION:
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ORDINANCE NO.
489
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AN ORDINANCE OF THE CITY OF WINTER SPRINGS,
FLORIDA, ADOPTING A SETTLEMENT AGREEMENT
BETWEEN THE CITY OF WINTER SPRINGS, FLORIDA
AND THE WINTER SPRINGS DEVELOPMENT JOINT
VENTURE; PROVIDING FOR A DEVELOPMENT ORDER;
AMENDING ANNEXATION ORDINANCE NO. 64; WAIVING
MULTI-FAMILY DWELLING UNIT DENSITY LIMITS
PURSUANT TO SECTION 20-354, CODE OF WINTER
SPRINGS; PROVIDING FOR A CERTIFIED MAP;.
PROVIDING FOR CONFLICTS, SERVABILITY, AND
EFFECTIVE DATE.
WHEREAS, on October II, 1971, the Village of North Orlando,
Florida, predecessor to the City, adopted Ordinance No. 64
("Annexation Ordinance"), which Annexation Ordinance annexed
certain property comprising what is commonly khown as
the
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of
Tuscawilla Planned Unit Development (the "Tuscawilla PUD"),
the Village of North Orlando, Florida; and
WHEREAS,
the Tuscawilla
PUD originally consisted
approximately thirty-five hundred acres (3,500) and was approved
for development of nine thousand seven hundred forty-seven
(9,747) total dwelling units; and
WHEREAS,
the
Annexation
ffi
the Ul
Ordinance
provided
for
development
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an overall";T~
of
the
Tuscawilla PUD based upon
development plan and set forth requirements for open space,
recreation space, and other development matters; and
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WHEREAS,
subsequent to the Annexation Ordinance,
Tuscawilla PUD was developed in accordance with the approved
overall development plan, subject to certain amendments which
redesignate the uses of several parcels' within Tuscawilla PUD,
all of which amendments were in compliance with the overall
Tuscawilla PUD concept to better utilize open space and allocate
densities within Tuscawilla PUD; and
WHEREAS, pursuant to such amendments, the overall density of
Tuscawilla PUD was reduced; and
WHEREAS, the developers of the Tuscawilla PUD have asserted
that the Tuscawilla PUD was designed with the concept of a
central core (the "Central Core") of cOllunercial property, in the
parcel commonly knovlll as Parcel 61, to service the entire
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Tuscawilla PUD, which Central Core was integral in the design of
the overall road system and infrastructure of the entire
Tuscawilla PUD; and
WHEREAS, On January 14,
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1988, Gulfstream Housing Corp. ,i~
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successor by merger to Winter
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entered into a contract to sell certain real property to D & !If-!
Investments, which property was located in the Central Core,
which contract was subsequently assigned by Gulfstream Housing
Corp. to WSDJV; and
WHEREAS, the developers of the Tuscawilla PUD have asserted
it was intended under the said Contract that the Central Core
property be developed with a commercial use; and
WHEREAS, the developers thereafter sought to develop a
shopping center within the Central Core; and
WHEREAS, a dispute arose as to the right of the developers
of the Tuscawilla PUD to develop a shopping center within the
Central Core, which resulted in negotiations between WSDJV and
the City and ultimately to a series of public. hearings to
determine vested rights of WSDJV to develop the Central Core with
a commercial use; and
WHEREAS, the City Commission ruled on June 19, 1989, that
WSDJV did not have vested rights to develop the Central Core as a
shopping center; and
WHEREAS, based upon the aforedescribed denial, WSDJV filed a
Petition for Writ of Certiorari and Amended Petition for Writ of
Certiorari in the Circuit Court of the Eighteenth Judicial
Circuit in and for Seminole County, Florida (the "Court"), Case
No. 89-3589-CA-17-L, Winter Springs Development Joint Venture, a
Florida joint venture, through its General Partner, Gulfstream
Housing Corp., successor by merger to Winter Springs Development
Corporation, Petitioner, v. City of winter Springs, a Florida
municipal corporation, Respondent (the "Petition"); and
WHEREAS, in an attempt to resolve the issue surrounding the
Petition, WSDJV and The City agreed to a mediation of this matter
approved by the Court. which mediation was held on February 2,
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1990; and
WHEREAS, as a method of settlement of the Petition and the
issues surrounding the development of the Central Core, WSDJV and
The City agreed to review the land uses for the remaining
undeveloped properties within the Tuscawilla PUD and amend the
Tuscawilla PUD to reallocate land uses and densities in a manner
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Tuscawilla PUD and in keeping with the original approvals granted8 ~
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relative thereto; and ~~ Co-':>
WHEREAS, the property remaining to be developed within the? ~
Tuscawilla
consists
PUD
of
approximately
367.2
acres
(collectively
the
"Remaining
Property")
consisting
of:
approximately 32.2 acres designated as Parcel l4C ("Parcel l4C"),
approximately 35.0 acres designated as Parcel 61 ("Parcel 61"),
approximately 202.9 acres designated as Parcel 15 ("Parcel 15") '.
approximately 75.4 acres designated as Parcel 80 ("Parcel 80"),
and approximately 20.7 acres designated as the Lake Jessup
Property ("Lake Jessup Property"), which Remaining Property and
the aforedescribed parcels are described on Composite Exhibit "A"
attached to the Agreement and expressly incorporated herein by
this reference; and
WHEREAS, pursuant to the Agreement, the total number of
residential units and total commercial acreage in the Tuscawilla
PUD will be reduced from the original approval; and
WHEREAS, the Agreement is in the best interest of The City
and promotes the health, safety and welfare of the citizens of
The City; and
WHEREAS, this Agreement does not constitute a substantial
deviation pursuant to Section 380.06(19)~ Florida Statutes
(1989), as amended, of the original approval granted to the
Tuscawilla PUD; and
WHEREAS, The City has determined that it is in the best
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interest of The City and its citizens to settle the Petition by
adoption of this Agreement; and
WHEREAS, The City and WSDJV desire to amend the Tuscawilla
PUD to reflect the matters set forth within the Agreement.
NOW, THEREFORE, THE CITY OF WINTER SPRINGS,
FLORIDA, HEREBY ORDAINS:
SECTION I:
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The Agreement between the City of Winter Springs,
and Winter Springs Development Joint Venture, a Florida joint;:']
venture, attached hereto marked as Attachment "1", is hereby
accepted and adopted by the City of Winter Springs, Florida, and
made part of this Ordinance as if fully set forth herein.
SECTION II:
The Agreement shall constitute a development order pursuant
to Chapter 163, Florida Statutes (1989), as amended, and shall
govern the City and the developer accordingly.
SECTION III:
Annexation Ordinance No. 64 is hereby amended pursuant to
the terms of the attached Agreemen t, and any and all approval,
master plans, submissions and other similar matters affecting the
remaining property of the Tuscawilla PUD are hereby automatically
amended to conform to and reflect the provisions of the
Agreement.
SECTION IV:
Pursuant to Section 20-354(b)(4), Code of Winter Springs,
the maximum allowed number of dwelling units per gross
residential acre for mUlti-family dwelling units within the
Tuscawilla PUD is hereby waived to the extent permitted under the
Agreement, upon recommendations from the Planning and Zoning
Board.
SECTION V:
Attached to the Agreement as Exhibit "B" is a proposed land
use plan of the remaining undeveloped property of Tuscawilla PUD.
Exhibit "B" of the Agreement is hereby adopted, approved, and
certified as the land use plan of the remaining undeveloped
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properties in the Tuscawilla PUD.
SECTION VI:
All ordinances or parts of ordinances in conflict herewith
shall be and the same are hereby repealed.
SECTION VII:
If any section, or a portion of a section, or subsection of
this
ordinance
be
invalid,
to
proves
unlawful
unconstitutional, it shall not be held to invalidate or to impair
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the validity, force or effect of any other section or portion of2
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a section or subsection or part of this ordinance. ~
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SECTION VIII:
This ordinance shall take effect immediately upon its final
passage and adoption.
Passed and adopted this ~.3 4.4 day of
~J'j'i
1990.
ATTEST:
CITY OF WINTER
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CUuu
LEANNE M.
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CITY LERK
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First Reading:
May 14, 1990
Second Frrst Reading June 11, 1990
Pos ted: May 18, :1990
Third
Public Hearing and -Geeen4 Reading: June 25. 1990
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SETTLEMENT AGREEMENT AND
AMENDMENT TO ANNEXATION ORDINANCE NO.. 64,
THE TDSCAWILLA PLANNED UNIT DEVELOPMENT,
MASTER 'PLAN FOR THE TDSCAWILLA PLANNED UNIT DEVBLOPMENT
AND RELATED MATTERS
THIS SETTLEMENT AGREEMENT AND AMENDMENT TO ANNEXATION
ORDINANCE NO. 64, THE TUSCAWILLA PLANNED UNIT DEVELOPMENT, MASTER
PLAN FOR THE TUSCAWILLA PLANNED UNIT DEVELOPMENT AND RELATED
MATTERS (the "Agreement"), is made and entered into as of the
day of , 1990, by and between WINTER SPRINGS
DEVELOPMENT JCI~T VENTURE, a Florida general partnership
(hereinafter referred to as "WSDJV"), and THE CITY OF WINTER
SPRINGS, FLORIDA, a Florida municipal corporation (hereinafter
referred to as the "City").
WIT N E SSE T H:
WHEREAS, on October 11, 1971, the Village of North Orlando,
Florida, predecessor to the City, adopted Ordinance No. 64 (the
"Annexation Ordinance"), which Annexation Ordinance annexed
certain property comprising what is commonly known as the
Tuscawilla Planned Unit Development (the "Tuscawilla PUD") into
the Village of North Orlando, Florida; and
WHEREAS, the Tuscawilla PUD originally consisted of
approximately 3,500 acres and was approved for development of
9,747 total dwelling units; and
WHEREAS, the Annexation Ordinance provided for the
development of the Tuscawilla PUD based upon an overall
development plan and set forth requirements for open space,
recreation space and other development matters; and
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w~EREAS, subsequent to the Annexation Ordinance, the
Tuscawilla PUD was developed i.n accordance wi th the approved
overall developmeD~ plan,. subjeci to certain amendments which
redesignated uses of several parcels within the Tuscawilla PUD,
all.of which amendments'were in compliance with the overall
Tuscawilla PUD concept and approvals in effect, and were
effectuated in order to better utilize open space and allocate
densities within the Tuscawilla PUD; and
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WHEREAS, pursuant to such amendments, the overall density of
the Tuscawilla PUD was reduced; and
WHEREAS, the develooers of the Tuscawilla PUD have asserted
that the Tuscawilla PUD was designed with the concept of a
central core (the "Central Core") of commercial property, in the
parcel commonly known as Parcel 61, to service the entire
Tuscawilla PUD, which Central Core was integral in the design of
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the overall road system and infrastructure of the entire
Tuscawilla PUD; and
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WHEREAS, on January 14, 1988, Gulfstream Housing Corp.,
Successor by merger to Winter Springs Development Corporation,
entered into a Contract to Sell certain real property to D & M
Investments, which property was located in the Central Core,
which contract was subsequently assigned by Gulfstream Housing
Corp. to WSDJV; and
WHEREAS, the developers of the Tuscawilla PUD have asserted
it was intended under the said Contract that the Central Core
property be developed with a commercial use; and
WHEREAS, the developers thereafter sought to develop a
shopping center within the Central Core; and
w~EREAS, a dispute arose as to the right of the developers
of the Tuscawilla PUD to develop a shopping center within the
Central Core; and
WHEREAS, the City refused to allow a shopping center
development within the Central Core; and
WHEREAS, such denial led a series of discussions and
negotiations between WSDJV and the City and ultimately to a
series of public hearings to determine vested rights of WSDJV to
develop the Central Core with a commercial use; and
WHEREAS, the City Commission ruled on June 19, 1989, that
WSDJV did not have vested rights to develop the Central Core as a
shopping center; and
. WHEREAS, based upon the aforedescribed denial, WSDJV filed a
Petition for Writ of Certiorari and Amended Petition for Writ of
Certiorari in the Circuit Court of the Eighteenth Judicial
Circuit in and 'for Seminole County, Florida (the "Court"), Case
No. 89-3589-CA-l?-L, Winter Sorings Develooment Joint Venture, a
Florida joint venture, throuah its Genera~ Partner, Gulfstream
Housinq Corp., successor by merger to Winter Springs Development
Corporation, Petitioner v. City of Winter Springs, a Florida
municipal corporation, Respondent (the "Petition"); and'
WHEREAS, in an attempt to resolve the issues surrounding the
Petition, WSDJV and the City agreed to a mediation of this
matter, approved by the Court, which mediation was held on
February 2, 1990; and
WHEREAS, as a method of settlement of the Petition and the
issues surrounding the development of the Central Core, WSDJV and
the City agreed to review the land uses for the remaining
undeveloped properties within the Tuscawilla PUD and amend the
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Tuscawilla PUD to reallocate land uses and densities in a manner
to better utilize open space and allocate densities within the
Tuscawilla PUD and in keeping the original approvals granted
relative thereto; and
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wdEREAS, the property remaining to be developed (which shall
not include real property which presently has or is presently
being reviewed for site plan approval, plat approval, building
permits, or other similar approvals or matters) within the
Tuscawilla PUD consists of approximately 366.3 acres
(collectively the "Remaining Property") consisting of:
approximately 32.3 acres designated as Parcel l4C ("Parcel l4C"),
approximately 35.0 acres designated as Parcel 61 ("Parcel 61"),
approximately 201.3 acres designated as Parcel 15 ("Parcel IS"),
approximately 77.0 acres designated as Parcel 80 ("Parcel 80"),
and approximately 20.7 acres designated as the Lake Jessup
Property (the "Lake Jessup Property"), which Remaining Property
and the aforedescribed parcels are described on Composite Exhibit
"A" attached hereto and expressly incorporated herein by this
reference; and
WHEREAS, pursuant to this Agreement, the total number of
residential units and total commercial acreage in the Tuscawilla
PUD will be reduced from the original approval; and
WHEREAS, this Agreement is in the best interest of the City
and will promote the health, safety and welfare of the citizens
of the City; and
WHEREAS, this Agreement does not constitute a substantial
deviation pursuant to Section 380.06(19), Florida Statutes
(1989), as amended, of the original approval granted to the
Tuscawilla PUD; and
WHEREAS, notice of intent to consider this Agreement has
been properly published and given; and
WHEREAS, the City has determined that it is in the best
interes~ df the the City and its citizens to settle the Petition
by adoption of this Agreement; and
WHEREAS, the City and WSDJV desire to amend the TU5cawilla
PUD to reflect the matters set forth herein.
NOW THEREFORE, for and in consideration of settlement of the
Petition and other and good and valuable consideration, WSDJV and
the City hereby agree as follows:
1. The foregoing recitals are true, correct and accurately
reflect the matters affecting the Tuscawilla POD and the Petition
as of the date hereof and such recitals are expressly
incorporated herein by this reference.
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2. The Remaining Property shall be developed in the
following manner:
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PARCEL ACREAGE LAND USE UNITS
14C 31. 2 Single Family 125
1.1 Seneca Boulevard
61 33.0 Single Family 198
1.4 Commercial
o . 6 Service Road
15
67.0
104.0
25.2
3.6
1.5
Commercial
Single Family
MUlti-Family
Vistawilla Drive
Fire Station
416
504
80
74.0
3.0
Multi-Family
Tuscora Drive
1,480
Lake Jessup
Property
20.7
Multi-Family
166
TOTAL
366.3
2,889
3. The acreages described within each Parcel are
approximate acreages only and shall be finalized at such time as
a final survey of each parcel is obtained. Therefore, the legal
descriptions set forth on Composite Exhibit "A" are subject to
revisions based upon such final surveys and sound land planning
techniques, it being the intent of this Agreement that this'
Agreement be inclusive of all remaining undeveloped real property
within the aforedescribed parcels within the Tuscawilla PUD as'of
the date hereof; provided, however, no boundary or any such
parcel shall be expanded by more than one hundred (100)
additional feet.
4. The units set forth herein for the mUlti-family and
single family designations are the maximum allowable uni~s within
each such parcel and the acreages set forth herein for the
commercial designations are the maximum allowable acreages for
commercial property within each such parcel. Notwithstanding the
foregoing, WSDJV shall have the right to request minor revisions
to such allocations and redistribute units within such parcels to
accommodate sound land planning techniques, provided the overall
units and commercial acreages on a gross basis do not exceed
those set forth above, subject to the applicable provisions of
the City Codes.
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6786062AMD
06/22/90.3
'/ ') 1
L. L I
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5. The land use designations set forth herein are inclusive
of less intensive uses under the City Codes for develooment of
the Remaining Prop~rty, subject to the regulations of applicable
governmental agenCles.
~::.~:.~iCL:: eG. fL.
6. Within the land use classifications set forth herein,
such classifications shall be inclusive of all permitted uses
within such land use under the City Codes and ordinances in
effect as of the date hereof; provided, however, commercial shall
include those uses set forth on Exhibit "B" attached hereto and
expressly incorporated herein.
7. Attached hereto as Exhibit "c" and expressly
incorporated herein by this reference is a depiction of the
Remaining Property and the land uses associated therewith.
Attached hereto as Exhibit "D" and expressly incorporated herein
by this reference is a depiction of Parcel 15 and the land uses
associated therewith. Exhibits "c" and "D" are intended for
reference only as the City and WSDJV acknowledge that the land
uses shown thereon are an approximation only as to boundaries and
the boundaries of such land uses may vary in order to make better
use of the Remaining Property in keeping the terms and provisions
of this Agreement; provided, however, no boundary of any such
parcel shall be expanded by more than one hundred (100)
additional feet. The parties agree that Exhibits "c" and "D"
shall collectively constitute the certified map and plan of the
Remaining Property in the Tuscawilla PUD. Access points and
roadways show the number and approximate location of 'such
matters, which location will be finally determined at the time of
site plan approval and/or plat approval of the respective
property such minor adjustments and revisions shall be permitted,
provided such changes shall not result in an increase in the
commercial acreage or units on such parcel, except as otherwise
permitted herein or by City Codes.
8. WSDJV agrees to dedicate ,a one and one-half (1.5) usable
acre site for a fire station located adjacent to State Road 434
in the residential section of Parcel 15, at the location depicted
on Exhibi t "C".
9. WSDJV shall be entitled to transportation impact fee and
other impact fee credits for the dedication, planning,
development and construction of Tuscora Drive and Vistawilla
Drive,~which road are determined to be collector roads and other
public dedications in an amount equal to the impact fee credits
permitted under the Transportation Impact Fee Ordinance or other
applicable ordinances adopted or to be adopted by the City, for
right-of-way, planning, design, development and construction of
such roadways.
10. The access points of the Remaining Property along State
Road 434 shall be of the number and in the approximate locations
5
/C/DAR
6786062AMD
06/22/90.3
, .
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2 Z 7 7
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as depicted on Exhibits "C" and "0"; however;"'s'~la'-"1ccess points
shall be subject to Florida Department of Transportation
requirements, guidelines and standards.
11. In the event of any conflict between this Agreement and
any other ordinance, approval or,similar matter regarding the
Tuscawilla PUD, this Agreement shall control and govern the
rights and obligations of the parties hereto and such approval or
similar matter.
12. Any and all approval, master plans, plans, submissions
and other similar matters affecting the Remaining Property are
hereby automatically amended to conform to and reflect the
provisions and intent of this Agreement.
~ 13. Buffering of the Remaining Property shall be subject to
the provisions of the applicable City Codes at the time of site
plan approval.
~
14. In order to develop the Remaining Property, WSDJV shall
be required to comply with the applicable City Codes, it being
the intent of this Agreement that this Agreement constitutes a
revision to the approved map and master plan of the Tuscawilla
PUD and that in order to develop any portion of the Remaining
Property, the remaining approvals necessary consist only of site
plan, final development plan or plat approval and preliminary and
final engineering approval, as provided by the aforedescribed
City Codes regarding Planned Unit Developments and specifically
Chapter 20, Article IV, Division 2, Part A, which applies to the
Remaining Property.
15. WSDJV agrees that the City may, at any time, adopt a
special tax district encompassing that portion of the Remaining
Property and other property located adjacent to State Road 434
from the eastern boundary line of the City to State Road 419, for
improvements and beautification of State Road 434.
16. WSDJV'agrees to grant and convey a ten foot (10')
easement to the City over and across the southern boundary of
Parcel 14C and continuing along the southern boundary of the
adjacent real property owned by WSDJV in the City of Oviedo,
Florida, to State Road 426, on or before thirty (30) days from
the date this Agreement becomes final and is no longer subject to
appeal.
17. It is the intent of the parties that although the
Petition be dismissed without prejudice, the Court shall retain
jurisdiction over this matter and specifically with regard to
this Agreement, in order that any disputes hereunder shall be
resolved by the Court, pursuant to such proceedings as the Court
may deem necessary in order to accomplish the foregoing. Neither
party hereto admits to any liability whatsoever with regard to
6
/C/DAR
6786062AHD
06/22/90.3
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the Petition and the subject matter thereof. ~f'ther'.J,' rf:his
Agreement is in no way intended to affect the approoriateness or
inappropriateness of either parties' position o~- ci~cumstances
with regard to the Petition or the events, circumstances and
subject matter thereof. In the event that the Court, at any
time, determines not to retain jurisdiction over this matter, the
parties hereby expressly waive and agree not to assert the
defenses of statute of limitations and laches in any subsequent
action related hereto.
18. This Agreement shall inure to the benefit of and be
binding upon the City and WSDJV and its or their respective
successors and assigns.
19. The rights and obligations of WSDJV hereunder are fully
assignable and transferable, including but not limited to, in the
event any portion of the Remaining Property is conveyed by WSDJV,
and in such event the City shall look solely to such transferee
or assignee for the performance of all obligations, covenants,
conditions and agreements pursuant to the terms of this
Agreement.
20. This Agreement contains the entire agreement of the
parties hereto. Any change, modification, or amendment to this
Agreement shall not be binding upon any of the parties hereto,
unless such change, modification or amendment is by ordinance and
in writing and executed by both the City and WSDJV and adopted by
the City by ordinance.
21. This Agreement shall be interpreted pursuant to the laws
of the State of Florida.
22. This Agreement is intended to be performed in accordance
with and only to the extent permitted by all applicable laws,
ordinances, rules and regulations. If any provision of this
Agreement or the application thereof to any person or
circumstance shall"for any reason, and to any extent, be invalid
or unenforceable, the remainder of this Agreement and the
application of such provision to other persons or circumstances
shall not be affected thereby, but rather shall be enforced to
the greatest extent permitted by law.
23. In the event of any controversy or dispute arising
between the City and WSOJV in connection with this Agreement,
including without limitation, in any settlement, in any
declaratory action, at trial or in any appellate proceeding, the
prevailing party shall be entitled to recover any and all costs
and expenses associated therewith, in whatsoever nature or form,
including without limitation, reasonable attorneys' fees,
paralegal fees, legal assistants' fees, expert witness fees and
other professional fees and expenses associated therewith.
24. This Agreement and any modification or amendments hereto
7
/C/OAR
6786062AMD
06/22/90.]
"
?~:=.:::
2 2 7 7
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, may be recorded in the Public Records of Semin6:H~:,':'c6Lintly,
Florida; however, failure to record this Agreement or any
modification or amendment hereto shall in no way invalidate same.
IN WITNESS WHEREOF, the City and WSDJV have executed this
Agreement as of the date and year first written above.
Zj
c---.......
/C/DAR
6786062AMD
06/22/90.3
"WSDJV"
WINTER SPRINGS DEVELOPMENT
JOINT VENTURE, a Florida
general partnership
BY: GULFSTREAM HOUSING CORP.,
a Delaware corporation,
General Partner
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J. Glenn M v. ~ ,.rr..r-.I f . ' '
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BY: HOME CAPITAL CORP..;' It'"/:III\"
a California corporation,
General Partn ,', _
By:
--2.
:6'
is E. Vogt,
Vice President
By:
~ef6!? "'"
Assistant Secreta~y
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( CORPORl\-TE :' SEALJ _ '..~: ~
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Attest: ?n~;7: ~LJ
Mary T. Norton,
City Clerk
/C/DAR
6786062A.MD
06/22/90.3
227 7
'THE "CITY"
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S::.~;.i:CLE CO. :L.
THE CITY OF WINTER SPRINGS
FLORIDA, a Florida municipal
corporation
By:d~
Leanne M.
Mayor
9
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7 Z 7 7
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STATE OF FLORIDA ~
COUNTY OF ot,4,J&{
S~~~~?1:;L~ CO. r L.
I HEREBY CERTIFY that on this day personally appeared before
me, an officer duly authorized to administer oaths and take
acknowledgments, J. GLENN MARVIN, III, as Vice President of
GULFSTREAM HOUSING CORP., a Delaware corporation, which
corporation is a General Partner of WINTER SPRINGS DEVELOPMENT
JOINT VENTURE, a Florida general partnership, to me well known to
be the person described in and who executed the foregoing
instrument and he acknowledged before me that he executed the
same for the purposes therein expressed, on behalf of the
partnership.
WITNESS ~y han~ and Qf~icial seal r-in ~e ~ounty and Sta~te .
last aforesald, thlS /j:!!f: cay of 50~'1"J!)(..~ " 1990. . '
- . . .. Ill.......,/
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if) l !'---'/Y/1 //~ ' /, ii""' ". .,J'''f~'~~
If( L..0. /IU,.A../IL..:c..C-1, .~...... ..'r,,' ;':, '.
N~aryrPtib\iC / j!:: !/_. . 'j I) ',-
My Com:miss'on EXDires::1:./. '::"'" ':';
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t~:n-;'~YPUal;C TATe: Ci'4:I.~Il:!)~ AT\A;,n~ " .:~ r' '. ,:,,_
I.I\' ::=O.o,\MIS. ,eN EX,>iRES ::IN. 25, 1,94 ..',~ ..... ..",.',.
STATE OF FLq~IDA ect:lo~o rm:u A:;HTON AG=NCY 'IK .'... .(~,;... : -:,'.
COUNTY OF /l~-i' V: - ,. "'" ,~,'~.-~. 'f: :,,: ","
I HEREBY CERTIFY that on this day personally appeared before
me, an officer duly authorized to administer oaths and take
acknowledgments, LOUIS E. VOGT, as Vice President of HOME CAPITAL
CORP., a California corporation, which corporation is a General
Partner of WINTER SPRINGS DEVELOPMENT JOINT VENTURE, a Florida
general partnership, to me well known to be the person described
in and who executed the foregoing instrument and he acknowledged
before me that he executed the same for the purposes therein
expressed, on behalf of the partnership.
WITNESS my hand an9pfficial
last aforesaid, this L$-day of
",II"".L .
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Nota ry Publ' . . ...... ~(....... "'-:.,
My Conuniss' 0 Expi res:: .....v..... '":'(-~ ~.... 7; %
o ARY PUBLIC, STATE ~':"LR ~....... ~';,: :.
C0:r1M1SSION EXPI;ci::s;::r ~OAo -..J :..:; =
nONDeD THRU NOTARY PU" ...ri:.IllA I .;~ 993., ; -" ~
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10
/C/DAH
6786062AMD
06/22/90.3
~ Z 7 7
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"STATE OF F)d9RIDA
CO ONT Y 0 F ("'/'1 CJ-r..O,.P
a ,
I HEREBY CERTIFY that on this day personally appeared before
me, an officer duly authorized to administer oaths and take
acknowledgments, JOY DeCARO, as Assistant Secretary of HOME
CAPITAL CORP., a California corporation, which corporation is a
General Partner of WINTER SPRINGS DEVELOPMENT JOINT VENTURE, a
Florida general partnership, to me well known to be the person
described in and who executed the foregoing instrument and he
acknowledged before me that he executed the same for the purposes
therein expressed, on behalf of the partnership.
S::~itn~:: CG. fL.
WITNESS my hand and p~ficial
last aforesaid, this ~~day of
..... ~. '..."
(.;) '. " :
Nota ry Public ~ :' ~ '~ _ ':~, ~
My Corruniss' L~,tT~eSl!ti~t~:/" -.J- ::: ~
NOT; . IlSSIOt~ EXPIRl::S: t'~~~.t.T~ ...t::::; .::,- ,:'
~ MY I RUNOTARYPUBUC " ....... .......,) ......~.. ,_
STATE OF RIDA BONC",C TH ~. 'C' ..... ~ .... '. ..'~
COUNTY OF ) _"" .....~..: ;,...; '....:'
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I HEREBY CERTIFY that on this day personally appeared before
me, an officer duly authorized to administer oaths and take
acknowledgments, LEANNE M. GROVE, as Mayor and attested by
~~~qy T. NORTON, as City Clerk of TEE CITY OF WINTER SPRINGS,
FLORIDA, a Florida municipal corporation, to me well known to be
the persons described in and who executed the foregoing
instrument and they acknowledged before me that they executed the
same for the purposes therein expressed, on behalf or the '. ................., :.,::;;.,
municipality. ." ..,\c:.:.~ '. 'I.. '\
.... .....oJ . ..."'. . 1.
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s~~. n the County and/s.t;.~'tec-~. ~",.~'\."
'-- . li'A / , 199 Cf .0.,:.:' f....'< P -- : ~ ~
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s~l ~~county and State
~.1..,. Y\, 1990.
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WITNESS my hand a?/~~fiCial
last aforesaid, this ~ay of
Notary Pub ic
My Commission Expires:
..orAilY puallC/ STATi 0' "O~IOA AT LAROE
MY COMMISSION lXJ'IRES OEaMBU OS. (9'11
~D THRU AUiTON AGENCY. 1NC.
/C/DAR
6786062AMD
06/22/90.3
11
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c:c:M?OSl.'l'l:.. EC..J:ISIT "A"
PJ.l.RCEL 14C
c.:1O r.e:. e:J:' ic;-,
300k :;6, ?cges
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fOR M~C~~\.)GWi.iC~
(pas.re 1 0: 15)
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PARCEL 61
2 Z 7 7
:."'v'; ,'. n
.~ 0
~::.~~i:":)l..::: CG. r!...
?;..:z=.. l - ~~:;:a;:
==01"1 t::2 ce..~re~line c: L-:t.e=sec~cn c: v:irl'~,~= S?=iJ1S:s D:::.:le.",c.=:: 2..~=
:-.:c::-..n.e.::-. \.;2;.', as sho..n in ?lc.:: of y.,'i.."~ S?:-i.'1SS lli'.it Fe-.:.:- 2.S re:c::::-::...ec.
?12.:' Eo:::>k lE, Pages 6, 72.."1d t, ~lic Recc_;:s of Se;:..i..r1cle Cc-.=:::y,
:lo:-ic..c.; ::-..=1 1\.86"23'OS"::. aloog the ce."1t:..e=line of h'i.."1-;:e:- Sp:-i.."1qs
E:oclev~ 262. 25 fee~; t.'1e.nce N. 03c 36' 55"\\". 60.00 fee:: to ~'1e poi."1:' of
begi..~_-:inq 0:; the Nc:-J1 riq..t-c:-\.;ay line 0: Wi.."1t.e.r S?::-i.."c;s Ecde'vcrc
C20' R/t'.:); the!.ce n:."1 .s.S6023'CS"V:. urns saic No:-..h :::-ie;:i::-C:-....cY
line 217. 2S feet ta t.~e point 0: cu.......vab..lre of 2. C\L""Ve c::;;1cave No~~-
E2.S:-~T"ly, a."c having a raCius 0: 25.00 feet; tl1ence :n:n No:-t:.i-)wes~ly
alone t.~e ere of sc..id curve 39.27 feet. tILroUC'n a ce.!.trc..l 2..'11ae of 900
00' 00" <;:.:) ~~ ooin:: of tanoencv on the East =ioht-of-'w"2V lin~ 0: Nc~"-
~--:-l \':2)' (80' Rivl); tl1ence run N.03036'5S"Y!, al~g stic ~C:;~ 1:"ic;:.<:-of-
\.."2Y line 90. 78 fee::: to tile poin~ of C1.U:""vCtU!'e 0: 2. c,:--ve c::mC2ve
;-:>C:;-:-~T"ly a.;.S h2vi.."q 2. r?~'us of 1893.55 feet; thence =-.1."1 Nc~"rje=l~'
c...!.C1S "C:'Je c..=c 0: said cu...-ve S~. 25 feet throUSh 2. c::e.r.~al 2.nql: 0: 020
22 I 5 7" ~ 2 !X>i.'1t; ~:he-'1ce leaving stid Last rig-nt-c:-'wcy line, r.=:
1~.86023'05",::. 270.83 feet -:.a 'd1e ?Oint of C..L-V2:::ure of c. c...:...-ve conc.ave
So"..1t..;7wes't.e::-ly, a."d r.t.2.vins 2. r2.dius of 27. E3 fee:'; t.'Je..:.ce ::"'.=1 Scu-::'~-
e2..S7"o'!'"lv 2.lC':""lG 'd1e c=-c of said C..LT"Ve 40.44' feet tlLroudl c. c:e;;~al
c:...:-,..,~1e c~ EiOj;'t.l11 ....,.., th'.e ......--,,..,... c& ....=>n,..."'!'1r"'.'. ....he.nro .,....-....., c: 10"22'lL"';'
._~ _ -' _"': __..........J ~......;J.J.~ ~ ~ 'IoJ~ -J I \"...:. ~ ...to.-.i -. - -' -.
272. 25 fE:e~ to 2. FCirlt 'cn t.~ tioresald l\c~' right-of-\o-~y lLTje of
y;:int:.e= S?=i:.qs Eoulevcrc, sc..ic ?Oi.."t be.i...T1g on, 2. c",--ve c:mC2VE Nc_ ~'1-
e=ly, 2...-,3 !-2vinc; 2. r2.Ci.us of 1025.92 fee":.; ~'1e.."ce "::'!'L;;... c. t.a."1se.n:.
~c..::-i..,,= c: S. 82016' 07"y.'., ::"'..::1 'W=>-5t:.e1:"lv alone t::.~ c..:::-c of sc..ic. c..:...rve
c..,d G.l;:::; sc..i.c. Nc::-=.--"e::ly ::i~::-c:-"""2Y- li-'1e 7E. 01 fee';: ~"".=o'JC;h 2.
ce...-::..::-c..l 2..,e;le of O~ 006' 52" <;:.:) t..;"r;.e !X>:L":' of beg:..r>~';nc;, c::.,,-:-::;~' ne;
2..42.2.2:: a==e5.
(Page 2 or 15)
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PARCEL 61
S::~.JiC'L:: ca. FL.
D :: S c ;:: ; ? -:- : 0 I, c:- F;':';:::: ~ ~ 2
F:-or.. :he- cer,lerl';oe of in-;'ersec:~or. 0'; ~'~r.:er Sp:-ir.~~ E,oule-
\' ere c r. C "c:-: r. err, \.,' eYe S s h 0 ~..-r, 11": p 1 l i: 0 f ~'j l\ -;- :: K SF;:: J 1\ G ~ U riJ T
FOUr:, cS recorded in nC' Book lE. Pcges 6, 7 b E. h:::;lic rE-
e (I res c;" S e ii, ~ no 1 e Co un: )', t I 0:'" i dc, run Ii. 8 C. c. 2 :; . c S .. E. c 1 0 n ~ : ti E
C e r. i. E :- I 1 n E 0 f ~'i n -;. e r S D r i n c s Sou 1 €' \. are 2 c: 2 . 8 5 feE:'; : hen c e
I; . G 3 c 3 E ' :. :. .. '..:. C C . 0 D feE, to' cpo 'i n ton ... h f: I; (\ r :. t, r i 9 r, t 0 f ..... c )'
1 i n e c:. f s c i c: ~'~ r. t e r S?:- i n 95 B 0 u 1 e.n r C:, S c 'i c: P G i r.: be i n 9 0 n r.
curvE concavE ~or:herly and hav'ing c rad'ius of 10eS.S2 fee:;
: hEn C E: fro me: c n 9 en, bEG:- ins. G f I,. 8 6 0 2 3 · 0:' " [. run E c s : e r 1 .r
c 1 0 n 9 : h e ere 0 f s c i G cur v e and a 1 0 n 9 s c. i d I; 0 r :. he :- 1 y r i Q;-': 0 f
\-" c y 1 i n E 7 C . 0 1 feE t : h r 0 ugh c C e n t:- c 1 c n 9 1 E 0 f O!, 0 0 6 ' So E" t 0
the po'ir,: of beqinr.ing; ,hence lE2\.ing said Nor~herly right of
... c y 1 i n f,r u r, I;. lOCO 2 2 ' 1 :. "\.,'. 1 7 3 . E ~ feE L tot h e po 'i n: 0 f cur \! c -
Lure cf c curVE concave- Sou:h\-.'esterly enG hc"inS c radi\:s of
(7.E:~ fEE:; ,hence run Northl-leste:-ly ciong ,hE crc of 5cid
curve L.D.L!; feEL :hrough c centrel ang"E: of 83cl/.'!:'1" tc the
po:in., of Lcngency; thencE :-un 5.86023'0:"\.,'. 270.E3 fee.. ..0 0
. po; n L oii :. he E c S L e r 1 j' r i 9 h: 0 f ., c.)' 1 i n f 0 f Nor.. he :- n ....' 2 Y (80'
R/:..') sciC: pcin;: be;n9 on c cu:-ye COOCe"e ~csterly and r,c,v'in9
c reG 1 l.' S c f 1 8. ~ 3 . 5: f e = -;.; ,h e n c e of r c IT, c .. c n 9 E :-,: bEe r i n 9 G f
t,' . 0 1 co 0 3 ' S 8 " 1-'. r u j, ~: 0 r L her 1 y c ion 9 L h e Co r C 0 f S c i 0 C u:- v e end
2ion9 scid t~5..erlj' ri9r,: of \o,'c.y line 50.08 feE.. :i'1:-cugi": c
cer,:rc'l 2:19ie of 010'30';)0" to 2 pc'in:; ..hence ',ecvin9 s2id
E: c S L E r i)' r 1 ~ r. -:. 0, -; ..... e y ", i n E run I;. 86 Co "; - , C'S ,. ~. 2 G 7. 95 fee: to
:he point .o~ cu~ve:urE of 2 cu~ve conC2vE Sou:nwester1~' 2nd
l;c.vinS' c :-cc.ius co{ 77.82 '=:-., tnenCE run S-cui::r'Ec.s:.erly clong
~he ere of sc~d curve li~.07 feE: :hrough c cer.::-cl 2n9ie 0;
e3=',l,'!:'1" to the point o. tangency; thEnce run S.10"22"I~"::.
II ? 5 _00 f E ::.. : 0 2. poi n tor, the c f c res c 1 c- I~ 0 r : h e :- -')' r i 9 h.. 0 f \oJ c .v
line of h'-jnter Sp:-ings ~oule\'c.rd, sc.id poir.i: being' on c curve
con C .= \' = j~ 0 r ~ her l..y end r. G v; n 9 ' . r c C. 1 U S 0 f 1 0 E 5 . 5 2 f e = : ~ L hen c e
f:-om a :'cn9ETii:: be;:ring of S.7!?C037'l;6"I-'. run \"'es:.eriy along the
2 ; C 0 f S c ide u r v E G n del 0 n c s c. i d I~ 0 r ~ her i v r ~ c r. l: 0 f \0,' c )' i i n E
~ Q . C 2 of e e ~ 't h r 0 u 0 h Co C e r. L r i'l c n c i e 0 f 0 2 0"3 e ' z i" ::. 0 "" n e poi n ..
of be 9 inn; n g, C o.~ L Gin inS' the rei ~ 0.:; 97 S G ere s r.l 0 reo r 1 e s s .
(Page 3 of 15)
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f.ro"", el.e Centerline intersecLion of wineer SOcings Lioulcvarcl "nd Nor::herr. WI3\", as sho"'n On the
plde of Willt"r S!'rings Unie 4, recorded in "lac OOOr. le, "a9ps f.. 7 ano e, F-ublic r~ecords of
Seminole County, Florida; run tl.O)0)6'S5OOW. alon<J the centerline of t~orthern l-.'ilV 175.78 feet;
thence N.O(02)'os-r:. 40.00 feet 1:0 " point On the Ca:st riqhe-of-",ay line of Northern I-'A)', "aiel
pOlne t.>t:in<J the point of curv"ture of <l curve: Concave Castc:r1v alld havino a rAdius of 11193.55
feet; run thence Norther1\" along said rioht-of_......v llne c1nd a10no tile arc of scic\ Curve 30~. 34
f.o, "'coueh , oon",l 'nolo of "-21' 3G" '0 ".. poin, of bn,inn;n" ""no. oon"nu. Nonh.,I,
i..lcno the arc of said curve 453.JJ Ceee throu9t. a ceneral anqle of 1304J'Ol-; thence run S.700
3:?'1000E. lS1.!!l fe(!e; thence N.26012'2i"E. 20J.J5 feet to the Soutt, line of u 110 fooe \lidt:
l'lorid.. Po""'cr ilncl Lighe Comp...ny r::ase"'cnt; t.hcnce N.5<.OS'J7ooW. illone: said SOuth line 16k.OO
'00' '0 ..io 'u, ri,h'-of-.., linn of Non"O'n "'" '''.nco N.,,''''''"'. "on. uid '"'' ,i,h,"
01-"",)' line J 26.7< Ieet to tile pOlnt of curvature of a <:urve Concave Souehcasterlv I3nd h':'vino il
ud i u. of 41 O. 00 f.c" 'un 'honc. Nn,'oh..",,, J, "on, U" . 'c of ." doc,". 00." f.o, '.'0;',,,
., con"'f 'n,J, of "'12'''" '0 U" ooi", of ,,".'" O"'"",un o( . c"no. 'o,",wo NonhwoHOd,
.,nd h.Jvlng.. rudiu!t of 296.47 feet; run thence NOrtheasterly 177.65 feet illong the arc (Jf suid
<:urve tlll'ou~lI: c1 centrill angle of J4 006' 0900 to the S"Uth line of laC feot ",ide Florida Pc....c:r
C:or!'oration Cascment; ehcnce S.CS"lO'12-r:. "lon<) suid !;ouch line 90<:.7) fee:.; thence: S.~70"S'
O~-l.:. 17'J. 07 fce.t,t.o the NOrtherly ri9ht-o[_";II)" line of wilHer S?:"ings DoulevilrG, silid ri9he-
of-,,'ay line: being On il curve concilve Soueheasterly and having" ["ndi us o[ 1215.10 "[eet; t.hcncr:
('.0" · "....n' b'''in" 0' '. "'1" " "". '"" SouU,wOH.dy 'lono "'0 d,h,"of-u,y li"o '.00 .Jon.
the ul'C of saId ClIrvE' 7J7.SJ feet through a Ccntrill angJ.. of )<046'2~- co the poin: of lanoenc)";
thence S. 2702U' 2600". 261. 56 [eet; to the POint of curvature of a Curve COncave NOrth\Jcstc:rly ilnd
h.Jvin<) i': radius of IOeS.92 feet.; run t.hence 50ueh"'cs:erl" illon" the iJrc o{ silici curve 960. <:9
teet; thence N.I0022'19OOh'. 50,00 [eet to the beginnlng of a Curve Concave nOrth"'esterly uno
'''"ino a rodiu, of 1OJ>." t.." '''.nco f,om , "n,.", b"d"e of N. ".". ""0. '"" Nonh"''''l,
illono t.he ill'C ot si':ic1 Curve 170.76 fee: throuoh a centr..l allole a! 0?026'<~.; thence N,l?o.;U'
"",: 'l5. JO f"" '''enc, N. ". ". '1",. <19.7; f", co U," PO;", Of bo,inn,".. con"'"i... U'''.in
32.9579: acres.
(Paae 4 0:;: 15)
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DESCRIPTION:
S::.~i:~CLE co. fL.
That part of the MAP OF THE PHILLIP R. YOUNGE GRANT, as
recorded in Plat Book 1, Pages 35 through 38 of the Public Records of
Seminole County and that pan of Sections 5 and 8, Township 21 South,
Range 31 East, Seminole County, Florida, being described as follows:
Begin at the Northeast comer of said Section 8, Township 21 South, Range
31 East, Seminole County, Florida, thence run S 00024'55" E along the
East line of the Northeast 1/4 of said Section 8, for a distance of 205.56
feet to the Point of Intersection of the Northerly Right-of- "\flay line of the
Lake Charm Branch of the Seaboard Coast Line Railroad (lOO' R/W) with
the Easterly Right-of-Way line of the Black Hammock Branch of Seaboard
Coast line Railroad, said Point of Intersection being a point on a curve
concave Northeasterly having a radius of 799.85 feet and a chord bearing
of N 49002'35" W; thence run Northwesterly along the arc of said curve
and said Easterly Right-of-Way line through a central angle of 08011'08"
for a distance of 114.27 feet to a point on a curve concave Northeasterly
havin!2: a radius of 651.23 feet and a chord bearin!2: of N 20036'17" W;
~ ~
thence run along the arc of said curve and said Easterly Right-of- "V-lay line
throu!2:h a central ande of 54035'00" for a distance of 620.40 feet: thence
~ ~ .
run N 06021'38" E along said Easterly Right-of-Way line for a 1540.55
feet; thence leaving said Easterly Right-of-Way line run S 89032'22" E
along the South Right-of-Way line of State Road No. 434 (60' RN/) for a
distance of 131.05 feet; thence run S 00011'57" W along the East line of
the Southeast 1/4 of Section 5, Township 21 South, Range 31 East for a
distance of 1958.31 feet to the POINT OF BEGil'J~lNG.
TOGETI-IER WIlli:
Commence at the Northeast comer of Section 8, Township 21 South,
Range 31 East, Seminole County, Florida, thence.run S 00024'55" E along
the East line.of the Northeast 1/4 of said .Section 8 for a distance of 205.56
feet to the Northerly Right-of-Way line of the Lake Charm Branch of the
Seaboard Coast Line Railroad (lOO' R./W); thence run N 54034'57" W
along said Nonherly Right-of-Way line for a distance of 293.14 feet to a
point on a curve concave Southwesterly having a radius of 1959.19 feet and
a chord bearing of N 66056'09" W; thence run Northwesterly aJongthe .
arc of said curve and said Northerly Right-of-Way line through a central
angle of 24044'10" for a distance of 845.83 feet to the point of tangency:
(paqe :; oE 15)
,f . ,:1
EOO~ F~G~
thence run N 79018'14" W along said Northerly Right-of-\Va} k~ for a 0 4 3 5
distance of 691.26 feet to the point of curvature of a curve conC3~.eJW1U.:: ce. FL.
Southwesterly having a radius of 2612.09 feet; thence run Nonhwesterly
along the arc of said curve and said Nonherly Right-of- \Vay line through a
central angle of 11046'38" for a distance of 536.92 feet t6 the point of
tangency; thence run S 88055'08" W along said NonherlyRight-of_ Way
line for a distance of 96.48 feet to the Easterly Right-of- \Vay line of
Proposed Vista willa Drive and a point on a curve concave Southeasterly
having a radius of 460.00 feet and a chord bearing of N 44053 '28" E;
thence run Northeasterly along the arc of said curve and said Easterly
Right-of-Way line through a central angle of 69000'18" for a distance of
554.01 feet to the point of reverse curvature of a curve concave
Northwesterly having a radius of 790.00 feet and a chord bearing of
N 44050'50" E; thence run Northeasterly along the arc of said Curve and
said Easterly Right-of-Way line through a central angle of 69005'33" for a
distance of 952.65 feet to the POINT OF BEGINNING: thence COntinue
Northerly along said Easterly Right-of-Way line and said Curve having a
radius of 790.00 feet and a chord bearing of N 05022'51" E through a
~ ~
central angle of 09050'25" for a distance of 135.68 feet to a point of non-
tangency; thence run N 060} 0'16" E along said Easterly Right-of- 'Vay line
for a distance of 100.50 feet; thence run N 00027'38" E along said Easterly
Right-of- 'Vay line fOf a distance of 214.99 feet to the point of curvature of
a Curve concave Southeasterly having a radius of 25.00 feet; thence run .
NOItheasterly along the arc of said curve through a central angle of
90000'00" for a distance of 39.27 feet; thence run S 89c32'22" E along a
line that is 25.00 feet South of and parallel with the South Right-of- 'Vay
line of State Road 434 for a distance of 404.53 feet; thence run
N 00027'38" E for a distance of 25.00 feet to said South Right-of-Way
fule; thence run S 89032'22" E along said South Right-of-\\'ay line for a
distance of 639.86 feet to the West Right-of-Way line of the Black
H2.t!1IIlock Branch of the Seaboard Coast Line Railroad; thence run
S 06021 '38" W along said West Right-of-Way line for a distance of 502.66
feet; thence leaving said 'West Right-of- \Vay line run N 89032'22" W for a
distance of 1039.34 feet to the POINT OF BEGIN1\TJN"G.
TOGETHER WITH:
Commence at the Northeast comer of Section 8, Township 21 South, Range
31 East, Seminole COUnty, Florida, thence run S 00024'55" E along the
East line of the 'Northeast 114 of said Section 8 for a dista.Ilce of 205.56 feet
to the Northerly Right-of-Way line of the Lake Charm Branch of the
Seaboard' Coast Line Railroad (100' RJ\V); thence run N 54034'57" W
along said Northerly Right-of-Way line for a distance of 293.14 feet to a
(Paae 6 of 15)
\
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pO~"'H 0;1 2 curve concave SOUthwesterly having a radius of 19.59.19 fee.l 2..:'ld
2. chord be.2.rin~ of N 66056'09" \\1: thence run NorrhwesterJv aJon~ the
2.rc of s2.id cUT\~e and said Nonherly Right-of-\Vay line through 2. c;;1tral
2.nf?le of 24044'10" for a distance of 845.83 feet to the point of t2J."'1Q.enc\':
Lhe"nce run N 79c 18'14" ~l along said Northerly Right-of- \Va)' lin-e fo~ a
distance of 691.26 feet to the point of CUT\/arure of a curve concave
Southwesterly having a radius of 2612.09 feet; thence run Nordlwesrerly
along the arc of said curve and said Northerly Right-of- \Vay line L.'lrough a
central angle of 11046'38" for a distance. of 536.92 feet to the point of
tan~ency; thence run S 88055'08" "\\1 alon~ said Norrherlv Ri~ht-of-\Vav
- -." - .-
line for a distance of 178.11 to the Westerly Right-of- \Vay line of
Proposed Yisrawilla Drive; thence run N 10023'19" E along said Westerly
Right-of- \Vay line for a distance of 16.23 feet to the point of curvature of a
curve concave Southeasterlv havin~ a radius of 540.00 fee.t: thence run
~ - .
2.lonQ. the arc of said curve and said Westerly RiQ.ht-of-\Vav line throuQ.h a
'"- ." - - -
central 21lg1e of 69000'18" for a distance of 650.36 feet to the point of
reverse curvature of a curve concave Northwesterly havi.i"1g 2 radius of
710.00 feet and a chord bearing of N 71054 '55" E; thence run
Northe2.sterly along the arc of said curve and said w'esterly Right-of- \!ley
line through a central angle of 14057'22" for a distance of 185.33 feet to
Lt-Je POINT OF BEG~TNlNG; Lhence leaving said Weste,ly Right-of- Viey
line fU.11 N 30022.39" Vi along a non-radial line for a dis:.ance of 356.04
-=':;'I>r. th.:;..::o "'1 80C-?'~0" ,1; ~ -" p. ~ ')')-0 00 f ,.,~. -hI> Co ~ ",
J ~-~, ._nc~ run 1'< .;.)_ ...u Y't 101 a OlStanc_ 01 ....._). .e_~, L!1~nc... 1 un
N 00007'21" E for a dist2...1lce of 100.00 feet; thence mil N 47003'59" E
for 2 dist2.nce of 292.95 fee~; thence run N 00007'21" E for 2 dis~ance of
400.00 feet to the South Rigut-of-YY"ay line of St2.te Road No. 434 (60'
R/V/); thence ruT) S 89052'39" E along said South Right-of-\Vay line for 2
ciisL2Llce of 1580.00 feet; thence run S 89032'22" E 2.long said SOUL~ Righi-
of-\Vay line for a distance of 611.08 feet; thence leaviI1g said South Righi-
or- \Vay line runS 00027'38" W for a distance of 25.00 feet; thence run
S 89032'22" E along a line 25.00 feet South of and par2.lle.l with s2.id SouLi-}
Right-of-Way line for a distance of 3~5.00 feet to the POL-Dt of CUrV2.IDre of
2. curve concave Southwesteriy having a radius of 25.00 feet; thence run
Southeasterly alongrbe arc of said curve through a central angle of
90000'00" for a dist2J."1ce of 39.27 feet; thence run S 00027'38" W along
the Westerly Right-of-Way line of Proposed VisLawilla Drive for a distance
of 214.99 feet; thence run S 05015'00" E along said Westerly Right-of-
Way line for a distance of 100.50 feet to a point on a curve concave
Norrhwesterly having 2. radius of 710.00 feet and a chord. beariIlg of
S 32026'56" W; thence run Southwesterly along the arc of said CUl\~e .and
said Right-of- "\Vay line through a central angle o'f 63058'36" for a dist2Ilce
of 792.79 feet to the POINT OF BEGINNING.
Togeuler cOil[2ini..~g 2 lOtel of 66.968 acr~s more or less c.:JO ~~"'!g suoj~Ci:
to 2nv ;-j~nts-of-\:,,'cv, reSi:;lcLiOfls 2..:'ld e.::selile;1LS of recore.
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DESCRfPTION:
That part of the l\1AP OF THE PHILLIP R. YONGE GRANT, as recorded
in Plat Book 1, Pa~es 35 throu~h 38 of the Public Records of Seminole
County ar.d that pa~rt of Section~ 5, Township 21 South, Ra."'lge 31 East,
Seminole County, Florida, being described as follows:
Commence at the Northeast comer of Section 8, TownshiD 21 South, RanQe
. ~
31 East, Seminole COUnty, Florida, thence run S 00024'55" E alonQ the
East line of the Northeast 1/4 of said Section 8 for a distance of 205.56 feet
to the Nonherly Right-of-\Vay line of the Lak~ Charm Branch of the
Seaboard Coast Line Railroad (100' R/Vl); thence run N 54034'57" W
along said Northerly Right-of-Way line for a distance of 293.14 feet to a
point on a curve concave Southwesterly having a radius of 1959.19 feet and
a chord bearinQ of N 66056'09" W; thence run Northwesterly alonQ the
~ - ~
arc of said curve and said Northerly Right-of-"\Vay line through a central
angle of 24044'10" for a distance of 845.83 feet to the poL-It of tangency;
thence run N 79018'14" Vi along said Northerly Right-of-\Vay line for a
distance of 162.82 feet to the POINT OF BEGINNJNG; thence continue
N 79018'14" W along said Northerly Right-of-Way line for a distc.nce of
528.44 reet to the point of curvarure of a curve concave Southwesterly
haVLTlg a radius of 2612.09 feet; thence run Northwesterly along the arc of
said curve and said Northerly Right-of- ";Vay line through a cen~ral angle of
11046'38" ror a distance of 536.92 feet to the point of tangency; thence run
S 88055'08" Vi along said Northerly Right-of-Way line ror a dist3.llce of
96.48 reet to the Easterly Right-of-Way line of Proposed VisLawilla Drive
and a point on a curve concave Southeasterly having a radius of 460.00 feet
and a chord bearing of N 44053'28" E; thence run NorJ1easterly along tt'1e
arc of said curve and said Easterly Right-of-Way line through a central
angle of 69000'18" for a distance of 554.01 feet to the point of reverse
curvature of a curve concave Northwesterly havL-"1g a radius of 790.00 feet
a..Tld a chord bearing of N 44050'50" E; thence run Nortbe2.sterly along the
arc of said curve and said Easterly Right-of- 'Vay line through a central
angle of 69005'33" for a disr:ance of 952.65 to a point of non-tangency;
thence leaving said Easterly Right-of-Vlay line run S 89032'22" E along a.
non-radial line for a distance of 1039.34 feet to the Westerly Right-of-Vlay
line of the Black Hammock Branch of the Seaboard Coastline Railroad;
Ll]ence run S 06021 '38" W along said Westerly Right-of- Vlay line for a
distance of 525.90 feet to the point of curvature of a curve concave
\Vesterly having a radius of 552.67 feet and a choro bearing of
S 12032'48" \V; thence run Southwesterly along the art of said curve and
said Westerly Righr-of- Way line through a central angle of 12022'20" for
a distance of 119.34 feet to a point on a curve concave NOrL'I1westerly
(?2?e 8 0: 15)
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having a radius of 656.13 feet and a chord bearing of S 51 c12'30" \V;
thence run Southwesterly along the arc of said curve and said Westerly
Right-of- \Vay line through a central angle of 77002'04" for a distance of
882.17 feet to a point on a curve concave Northerly having a radius of
799,.85 feet :lnd a chord bearing of N 85021'14" W; thenc~ run
Northwesterly along the arc of said curve and said \Vesterly Right-of- \Vay
line and along the arc of said curve through a central angle of 12005'59"
for a distance of 168.91 feet to the Pouu of Intersection of said Westerly
Right-of- \Vay line with the Northerly Right-of- \Vay line of said Lake
Charm Branch of the Seaboard Coastline Railroad Right-of-Way and the
POINT OF BEGINNING.
TOGETIIER WIrrl:
Commence at the Northeast comer of Section 8, Township 21 South, Range
31 East, Seminole County, Rorida; thence run S 00024'55" E along the
East line of the Northeast 1/4 of said Section 8 for a distance of 205.56 feet
to the Northerly Righr-of-Way line of the Lake Charm Branch of the
Seaboard Coast Line Railroad (lOO' R/'W); thence run N 54c34'57" \V
along said Northerly Right-of-Way line for a distance of 293.14 feet to a
point on a curve concave Southwesterly having a radius of 1959.19 reet and
a chord bearing of N 66056'09" W; thence run Northwesterly along the
ac of said curve Cll"l.d said Northerly Righr-of-Way line tD.Iough a central
angle of 24044'10" for a distance or 845.83 feet to the point of tangency;
L"r1ence run N 79018'14" W along said Northerly Righr-of- Viay line for a
dista.I1ce of 691.26 feet to the point of curvarure of a curve concave
Southwesterly having a radius of 2612.09 feet; thence run Nonhwesterly
along the arc of said curve 2...11d said Northerly Right-of- \Vay line through a
central angle of 11046'38" for a distance of 536.92 feet to the point of
tangency; thence run S 88055'08" W along said Northerly Right-of- V'lay
line for a distance of 178.11 feet to the Westerly Right-of-Way line of
Proposed Vistawilla Drive and the POINT OF BEGINNING; thence run
N 10023'19" E along said Westerly Right-of-Way line for a distance of
16.23 feet to the point of curvature of a curve concave Southeasterly
having a radius of 540.00 feet; thence run Northeasterly along the arc of
said curve and said Westerly Right-of-Way line through a central angle of
69000'18" for a distance of 650.36 feet to the point of reverse curvarure of
a curve concave Northwesterly having a radius of 710.00 feet and a chord
bearing of N 71054'55" E; thence run Northeasterly along the arc of said
curve and said Westerly Right-of-Way line through a ceno-al angle of
14057'22" for.a distance of 185.33 feet; thence leaving said Westerly Right-
of-Way line run N 30022'39" W along a non-radial. line for a distance of
356.04 feet; thence run N 89052'39" W for a distance of 3675 feet more
(Page 9 of 15)
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or less to the centerline of Howell Creek; thence run SoutherlY alon~ rhe
centerline of Howell Creek for a distance of l050 feet more o~r less to the
Nonherly Righr-of- \Vay line of Lake Charm Branch of the Seaboard
Coastline Railroad; thence run N 88055'08" E alon~ said Ri~hr-of-Vlav
~ ~ -'
line for a distaIice of 3153 feet mOre or less to the POINT OF
BEGINNING.
Together containing a total of 104.0 acres more or less and being subject to
any right-of-way, restrictions and easements of record.
(?age 10 of 15)
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DESCRIPTION:
That part of the h1AP OF THE PHILLIP R. YONGE GRANT, as recorded
in Plat Book I, Pages 35 through 38 of the Public Records of Semino'le
Countv, Florida, bein9: described as follows: .
~ . ~
Commence at the Southeast comer of Section 8, Tov'.nship 21 South, Range
31 East, Seminole County, Florida, thence run S 00024'55" E along the
East line of the Northeast 1/4 of said Section 8 for a distance of 205.56 feet
to the Northerly Right-of-Way line of the Lake Charm Branch of the
Seaboard Coast Line Railroad (lOO' RJW); thence run N 54034'57" W
along said Northerly Right-of- V.iay line for a distance of 293.14 feet to a
point on a curve concave Southwesterly having a radius of 1959.19 feet and
a chord bearing of N 66056'09" 'A'; thence run Northwesterlv along the
~ ... ~
arc of said curve and said Northerly Right-of-Way line through a central
angle of 24044'10" for a distance of 845.83 feet to the point of tangency;
thence run N 79018'14" 'A' along said NorLberly Right-of-Way line for a
distance of 691.26 feet to the point of curvature of a curve concave
Southwesterly having a radius of 2612.09 feet; thence run Northwesterly
along the arc of said curve and said Northerly Right-of- \\lay line through a
central angle of 11046'38" for a distance of 536.Y2 feet to the point of
tangency; thence run S 88055'08" W along said Northerly Right-of-\Vay
line for a distance of 178.11 feet to the Westerly Right-of- \Vay lirle of
Vista willa Drive; thence run N 10023' 19" E along said \Vesterly Right-of-
Way line for a distance of 16.23 feet to the point of curvature of a curve
concave Southeasterly having a radius of 540.00 feet; thence run
Northeasterly along the arc of said curve and said Westerly Right-of-\Vay
line through a central angle of 69000'18" for a distance of 650.36 feet to
the point of reverse curvaillre of a curve concave Northwesterly having a
radius of 710.00 feet and a chord bearing of N 71054'55" E; thence run
Northeasterly along the arc of said curve and said Westerly Right-of-Way
line through a central angle of 14057'22" for a distance of 185.33 feet;
thence leaving said Westerly Right-of-Way line run N 30022'39" Walong
a non-radial line for a distance of 356.04 feet; thence run N 89052'39" W
for a distance of 2250.00 feet to the POINT OF BEGINNiNG; thence run
N 00007'21" E for a distance of 100.00 feet; thence run N 47003'59" E
for a distance of 292.95 feet; thence run N 00007'21" E for a distance of
190.00 feet; thence run N 89052'39" W for a distance of 311.14 feet;
thence run N 00007'21" E for a distance of 210.00 feet to the South Right-
of- Way line of State Road No. 434 (60' RAY); thence run N 89052'39" \V
along said South Right-of- Wav line for a distance of 522.20 feet: thence
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run S 89032'14" W along said South Right-of- 'Alay line for a distance of
850 feet more or less to the cenrerline of with Howell Creek; thence run
(P2!ge 11 0: 15)
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Souttlerlv along the centerline of Howell Creek for a diStance of 950 feet
IllOr~ or less to a point in said cenrerline of Howell Creek lying
N 89052'39" W a distance of 1425 feet more or less from the POl\!T OF
BEGIN~TL~G; thence run S 89052'39" E for a distance of 1425 feet more
or less to the POINT OF BEGJNNING.
Containing 25.2 acres more or less and being subject to any right-of-way,
resmctions and easements of record.
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DESCRIPTIOI\':
That pan of the 1\1AP OF THE PHILLIP R. YONGE GRAj\7T, as recorded
in Plat Book 1, Pages 35 through 38 of the Public Records of Seminole
Counry, Florida, being described as follows: ~
Commence at the Southeast comer of Section 8, Township 21 South, Range i'...>
31 East, Seminole County, Florida, thence run S 00024 '55" E along the U"l f'....)
(TI
East line of the Northeast 1/4 of said Section 8 for a distance of 205.56 feet ~ ~
to the Northerly Right-of-\\'ay line of the Lake Charm Branch of the ~
Seaboard Coast Line Railroad (100' R/W); thence run N 54':-34'57" W :=:
along said Northerly Right-of-Way line for a distance of 293.14 feet to a ~ ~
point on a curve concave Southwesterly having a radius of 1959.19 feet and;- Co
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a chord bearing of N 66056'09" W; thence run Northwesterly along the ""-_.) p,
arc of said curve and said Northerly Right-of-Way line through a central
angle of 24044'10" for a distance of 845.83 feet to the point of tangency;
thence run N 79018'14" W along said Northerly Right-of-\Vay line for a
distaJ,lce of 691.26 feet to the point of curvature of a curve concave
Southwesterly having a radius of 2612.09 feet; thence run Northwesterly
along the arc of said curve and said Northerly Right-of- \Vay line through a
central angle of 11046'38" for a distance of 536.92 feet to the point of
tangency; thence run S 88055'08" W along said Northerly Right-of- \Vay
line for a distance of 178.11 feet to the Westerly Right-of-Way line of
Proposed Vistawilla Drive; thence run N 10023'19" E along said Westerly
Right-of-\Vay line for a distance of 16.23 feet to the point of curvature of a
curve concave Southeasterly having a radius of 540.00 feet; thence run
Northeasterly along the arc of said curve and said Westerly Right-of-\Vay
line through a central angle of 69000'18" for a distance of 650.36 feet to
the point of reverse curvature of a curve concave Nonhwesterly having a
radius of 710.00 feet and a chord bearing of N 71054'55" E; thence run
Northeasterly along the arc of said curve and said Westerly Right-of-Way
line through a central angle of 14057'22" for a distance of 185.33 feet;
thence leaving said Westerly Right-of-Way line run N 30022'39" Walong
a non-radial line for a distance of 356.04 feet; thence 'run N 89052'39" W
for a distance of 2250.00 feet; thence run N 00007'21" E for a distance of
100.00 feet; thence run N 47003'59" E for a distance of 292.95 feet;
thence run N 00007'21" E for a distance of 190.00 feet to the POINT OF
BEGI1\TNING; thence continue N 00007'21" E for a distance of 210.00
feet; thence run N 89052'39" W along the South Right-of-\Vay line of
State Road 434 (60' R/W) for a distance of 311.14 feet; thence run
S 00007:21" W for a distance of 210.00 feet; thence run S 89052'39" E
for a distance of 311.14 feet to lhe POINT OF BEGINNING.
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Conf.2.ining 1.500 acres more or Jess 2J1d ~ing subjeCt 10 c._I1)' ri~h[s-of-
wa y, restri c[ions 2.no easements of re::orc.
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D-::sc:R.IPT1ON :
All ti:ul pU1 0( the l&..&.p of the P'hiIlip .R. Y oo~ Cant 2.S recorded in
Pi;tt Boot 1, ~ 35 thr~gh 3.8 of the Public Reconu of Seminole
County, Flori..!h. &ad ~ portion of the Southca.tt. 1/4 of... Section 5 and :I.
portion of the Nonhe.ut 1/4 of-Section !, Town~hip .21 South, Range
31 ~ Seminole Cooney', F1ondJ., lying South of S.R. ~34. (old S.R.
419r, North of ~ Lai::e 'Ch..um .Brmch of the Seahoud C~~t Line
Railroad and Wl 0[ GARDENA FARMS, TOWN SITES a5 recoroC{j in
Pial BOO<<: 6, nge 39 of the Public Records of Seminole County,
Florida.., le~ R iQht-- Of - Way for B lacl( Hammock Bronc h of the S. C. L.
Roi/road.
All together containing 278.322 acres more or less.
(?aae 14 of IS)
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Lot~ I :!nd 2. Block A, D.R. \,llTCIIELL'S SeRVE)' or: TI IE LEVY GR:\\"T
:Iccordin; 10 the rl:1I rcc.orded in PI:1I nook 1. P:\~C 5. of the Puhlic Records
or S ~ m i no! ~ Co u n { \' , f-I or i (1:1.
Con::lining ~O.7 :lcres more or less.
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C/BJM
6786062PCU
07/30/90.1
EXHIBIT "B"
PERMITTED COMMERCIAL USES
following uses are permitted in the Tusc~willa PUD:
Administrative public buildings;
Advertising agencies;
Alcoholic beverage sales (package);
Alcoholic beverage, on-premises consumption, provided
food is also served;
Alterations and tailoring, shops and services;
Antique and gift shop;
Appliances, sales and service;
Artists' studios;
Attorneys;
Automotive accessories sales;
Bakery, retail;
Bathroom accessories;
Bicycles, sales and service;
Bookstores, stationery, newsstands;
Bookkeepers;
Bowling alleys, provided either (i) no building may be
located nearer than two hundred fifty (250) feet to
any residential property line or (ii) the proposed
developer shall provide reasonable evidence that noise
emanating from inside such building cannot be heard
from residential property within the Tuscawilla PUD;
Butcher shop, retail only;
Carpets, rugs and linoleum;
Car wash, automated and enclosed, similar to Shiners
and those associated with gasoline service stations;
Churches;
Cleaners;
Coin dealers;
Computers, hardware and software sales and service;
Confectionary and ice cream stores;
Convenience stores and markets, including those which
sell gasoline, provided gasoline pumps shall not be
located within two hundred fifty (250) feet of any
residential property line;
Dance and music studios;
Day nurseries, kindergartens and day care;
Drug and sundry stores;
Employment agencies;
Financial institutions, banks, sav1ngs and loan;
Florist and gift shops;
Full and self service gas stations (major oil
companies), including those providing mechanical
repair service, car washes and convenience stores,
provided these are located adjacent to State Road 434
and no gasoline tanks are located within two hundred
fifty (250) feet of any residential property line;
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6786062PCU
07/30/90.1
ago
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Furniture, retail;
Grocers, retail; those whose business include and are
limited to the retail sale of groceries including
produce, meats and household goods, but shall not
include the sale of gasoline;
Hardware stores;
Health food;
Hobby and craft shops;
Hospitals and nursing homes;
Ice, retail, when associated with another permitted
use;
Insurance;
Interior decorating and draperies;
Jewelry stores;
Libraries;
Loan companies;
Locksmiths;
Luggage shops;
Medical clinics and laboratories;
Outdoor advertising signs sales offices;
Paint store;
Parking garages when associated with another permitted
use;
Pets shops and grooming;
Photographic studios;
Physical fitness and health clubs;
Post office;
Private clubs and lodges;
Quick printers;
Radio and TV broadcasting studios, excluding towers;
Radio, TV, video and stereo sales and service;
Rental shops;
Regulated professions, offices and professions
licensed and regulated by the department of
professional regulation pursuant to F.S. Ch. 455 and
F.S. ~20.80, as now existing or as hereafter amended;
Restaurants;
Schools, public, private and parochial, service
vocational schools (SUCh as cosmetology, medical and
dental.~ssistantts training) requiring no mechanical
equipment;
Shoe repair shops;
Skating rinks, provided either (i) no building may be
located nearer than two hundred fifty (250) feet from
any residential property line or (ii) the proposed
developer shall provide reasonable evidence that noise
emanating from inside such building cannot be heard
from residential property within the Tuscawilla PUD;
Sp0rting goods, retail, such as Sports Unlimited,
Sports Authority, ashman's, Robby's and specialty
sporting goods stores;
Swimming pools; sales, service and supplies and
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6786062PCU
07/30/90.1
contractors associated therewith;
Taxidermists;
Telephone business office and exchanges;
Theaters, not drive-ins;
Title companies;
Tobacco shops;
Toy stores;
Travel agencies;
Wearing apparel stores;
Hairstylist, barber shops, beauty shops;
Musical instruments, sales and service;
Record stores, music stores;
Optical services and sales;
Camera shops, Photographic stores, Photo developers;
Party supplies and services;
Doctors, Dentists;
Department stores and clothing stores, such as
Burdines, Iveys, Jordan Marsh, Ross, Marshalls,
K-Mart, Wal-Mart, Target, Service Merchandise;
Fast food restaurants, including drive-through
services;
Specialty groceries and foods, such as Petty's,
Barney's, delicatessens;
Office buildings and office parks, general;
New car dealerships and customary associated services;
Tire stores and services customarily associated
therewith, such as Firestone, Goodyear, Allied
Discount Tires, Sears, K-Mart;
Automotive services, specialized such as oil change
and tune up centers;
Boat sales and services (new), including customarily
associated services;
Retail sales: Building and Plumbing supplies,
including those associated with hardware stores, such
as Tru-Value, Ace, Scotty's, Handy Dan's, Builders
Square, Horne Depot, etc.;
Cabinet sales, retail;
Cold storage and frozen food lockers when used in
conjunction with a primary use such as grocery,
restaurant and similar uses;
Manufacturing and assembly of scientific and optical
precision instruments;
New recreational vehicle dealerships and customarily
associated services uses;
ROofing, retail sales, when associated with another
permitted use;
Mini-Warehouses and storage;
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Pest control and exterminating services, offices, no
chemical storage;
Nursery products and Supplies, plants, trees and
associated uses, including stores such as Frank's
Nursery, White Rose, etc.,.not including manufacturing
and wholesale distribution of bulk materials;
Home improvement stores such as Scotty's, Builder's
Sauare, Home Depot; and
VIdeo stores, sales and rentals.
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2. The parties agree that intended uses hereunder include those
normally associated with retail commercial areas and
shopping centers. It is the intent of the parties that this
list is not all inclusive of permitted Commercial uses,
provided that additional Commercial uses shall be subject to
the approval of the City Commission. The uses hereunder may
be free-standing or part of an attached shopping center.
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07/30/90.1
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ATTACHMENT B
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CITY OF 'VJNTER SPRINGS
VESTED RIGHTS SPECIAL USE PERMIT
VR 93-01
In response to the Application for a Vested Rights Special Use Permit from Vision
Developers, Inc., dated April 23, ] 993, which is incorporated herein by reference, for
Parcel 14C, Parcel 61, Parcel 15, Parcel 80, and the Lake Jesup Property of the
Tuscawilla Planned Unit Development, the City of Winter Springs, Florida, hereby orders
that:
A. FINDINGS OF FACT:
1. The Applicant,. Vision Developers, Inc. (the "Applicant") filed its Application for a
Vested Rights Special Use Permit for the owner, Winter Springs Development Joint
Venture (the "Owner") on April 23, 1993. The Application was deemed complete
April 23,] 993. '
2. The property in question is Parcel14C, Parcel 15(1), Parcel 15(2), Parcel 15(3),
Parcel 61, Parcel 80, and the Lake Jesup Property of the Tuscawilla Planned Unit
Developme~t (the "Property"), as more particularly described in the exhibits to the
settlement agreement (the "Agreement") between the Owner and the City, attached
hereto as Exhibit "A'~.
3. The Owner acquired the Property by Warranty Deed as signed on April 21, ] 988, and
recorded with Seminole County on April 25, J 988, prior to the Comprehensive Plan
Adoption Date of April 27, J 992.
4. The Property has land use classifications under the City's Comprehensive Plan as
follows:
A. Parcel J 4C
B. Parcel J 5(1)
C. Parcel J 5(2)
D. Parcel J 5(3)
E. Parcel 6 J
F. Parcel 80
G. Lake Jesup Property
Moderate Density Residential
Commercial
Moderate Density Residential
Urban Density Residential
Moderate Density Residential
Urban Density Residential
Medium Density Residential
5. The Property is zoned Planned Unit Development under the City's zoning regulations.
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6. The development of the Property has been specifically approved in a court order dated
November 21, 1990, that approved the Agreement of September II, 1990 between the
Owner and the City.
7. The Agreement specifies the land use and maximum intensity of development for each
parcel of the Property, which is cO,nsistent with the land use classifications for the
Property.
B. CONCLUSIONS OF LAW:
1. The application was timely filed'pursuant to Section 1I.A.3. of City Ordinance Number
534 as adopted November 23, 1992 (the "Ordinance").
2. The Applicant has met the ownership requirements of Section II I. A. I. of the
Ordinance for vesting against the Comprehensive Plnn nnd the Land Development
Regulations.
3. The Applicant has met the standard for presumptive vesting as described in Section
III.B.l.c. of the Ordinance based on the Agreement of September II, 1990, and the
subsequent court order of November 21, 1990.
4. The Agreement permits the applicant to develop the Property in accordance with the
specified litnd uses and maximum intensities' of development contained therein.
ORDER
IT IS HEREBY ORDERED that:
1. The Property is vested against any regulations of the City of Winter Springs adopted
C\Ocr November 21, 1990 that would preclude the development of the Property as
described in paragraph B.4. above.
2. AU development of the Property must be consistent with the terms of the Agreement
on which this Permit is based. Any substantial deviation from the Agreement shall
authorize the City to terminate this Permit and cC\use the development involved to be
subject to the Comprehensive Plan and implementing Land Development RegulC\tions.
3. This Vested Rights Special Use Permit applies to and runs with the Property.
4. Development of the Property shall remain subject to the requirement of the
Comprehensive Plan and implementing Land Development Regulations except to the
extent that the application of such requirements would result in the denial of: -
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A. The vested land uses;
B. The vested density or intensity of development;
C. Other specifically vested development entitlements approved in the Agreement on
which the Vested Rights Special Use Permit is based.
Because no intensity of development is specially approved for the 67 acre commercial
parcel, the intensity of commercial development on that parcel shall be in accordance
with City rules and regulations in effect at the time development permits are requested.
5. This permit shall be permanent, as stated in the court order regarding the Agreement.
This permit may be revoked by the City Commission upon a showing by the City that
failure to revoke the Permit will result in a peril to the health, safety or general welfare
of the residents of the City that was unknown as of the date hereof.
CITY OF WINTER SPRINGS
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ATTACHMENT C
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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
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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.
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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.
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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.
See. 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-streeeparking space shall be a mininlum 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
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system of multi-purpose walkways connecting buildings, conunon 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 he installed according to accepted commercial planting procedures.
Fertile soil, free of lime rock, pebbles or other construction debris shall be used in all
planting pits.
(3) The owner of a site shall be responsible for all landscaping so as to present a neat, healthy
and orderly appearance free of refuse and debris. Any dead or dying plant material,
including sod, shall be promptly replaced or shall be treated to restore healthy growth to
achieve a uniform appearance.
. (4) All landscaped areas shall be adequately irrigated, 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.
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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 IT, 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 aU landscaping within the triangular area described
below shall provide unobstructed cross-visibility at a level between two (2) feet and six (6)
feet above finished grade. Pedestrian sidewalks shall be provided in the triangular area
unless another safe crossing is provided. Landscaping, except grass and ground cover, shall
not be located closer than three (3) feet from the edge of any access way pavement. The
triangular area shall be defined as:
a. The areas of the site on both sides of an access way which lie within a triangle formed
by the intersection of each curb of the access way with the street right-of-way with
two (2) sides of each triangle being ten (10) feet in length from the point of
intersection and the third side being a line connecting the ends of the two (2) other
sides.
b. The area of the site located at a corner formed by the intersection of two (2) or more
streets with two (2) sides of the triangular area being measured thirty (30) feet in
length along the right-of-way lines from their point of intersection; and the third being
a line connecting the ends of the other two (2) lines.
(9) All landscape plans and specifications shall be prepared by a landscape architect licensed to
practice in the State of Florida.
(10) For office buildings, office parks and mixed-use developments, not less than twenty-five
(25%) percent of the overall site shall be planted with a combination of trees, shrubs and
ground covers. For commercial sites and commercial sites within mixed-use developments,
not less than fifteen (15) percent of the site shall be planted with a combination of trees,
shrubs and ground covers. Land preserved in its natural state may be used to satisfy this
requirement. Also, lakes and stormwater management systems may be used to satisfy this
requirement if designed as an amenity.
Dccemher I. 1997
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New [)cvdopmcntllre..
(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
(1 112) 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 constru?tion 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:
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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 of five (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 of fifty (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
I)ccclIlhcr I. 1')')7
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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
Buffers 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.
(I) The developer/property owner shall be responsible for the purchase, installation,
maintenance and irrigation of all required landscaping.
(2) This area shall be planted with live oaks or other deciduous trees with a minimum two
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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)(I) 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 properties or a street right-of-way.
(a) Ground Mounted Multi-Tenant or Project Identification Sign: For each multi-tenant
development under separate ownership, one (I) wide-based monument style, permanent sign
with landscaped base identifying the name of the development and businesses within the
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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 againsfallowable 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 pennitted 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 of ten thousand (10,000) square
feet.
(b) Ground Mounted Single-Tenant Identification Sign: One (I) wide-based monument style,
Dcccmocr I, 1')')7
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permanent project identification sign shall be permitted per single-tenant parcel. One
additional permanent wide-based monument style project identification sign may be
pennitted 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, corporation or 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 ofthe 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 (I) surface and shall not be mounted more than six
(6) inches from any wall.
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(5) When more than one (1) tenant sign is used on one (1) building, aU 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 to the building entrance.
(d) Building Mounted Single Tenant Identification Sign: In addition to the ground-mounted
identification sign, a building mounted identification sign may be- permitted consistent with
the following criteria:
(1) Shall only advertise one (1) person, firm, company, corporation or major enterprise
occupying the premises.
(2) The identification sign is located on the exterior wall of a building.
(3) The sign shall be clearly integrated with the architecture.
(4) The sign shall not either project above any roofor 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
DecclIIber I, I')') 7
12
New Development AreA
(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.
(t) 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 ahiminum 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,
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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 of a 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.
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(n) Prohibited Signs: The following signs and/or devices are prohibited in the corridor.
(I) 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 (I) flagpole and one (1) flag may be permitted per parcels of two (2) acres or
more,
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Ncw Development lira
(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 ofthe 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 orr-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 of from 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 [Tom
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
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(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.
See. 20-455
Utility Lines.
All new or relocated utility lines within the designated corridor shall be constructed and installed
beneath the surface of the ground unless it is determined by the City that soil, topographical, or
any other compelling conditions, make the underground installation of such utility lines as
prescribed herein unreasonable and impracticable.
(1) It shall be the developer's responsibility on-site to make the necessary arrangement with
each utility in accordance with the utility's established policy.
(2) The underground installation of incidental appurtenances, such as transformer 'boxes, switch
boxes, or pedestal mounted boxes for the provision of electricity 'shall not be required.
However, such appurtenances where not rendered impractical by the determination of the
City shall be installed on the site of any development approved after the adoption of this
section. The necessary easements to allow the utility company access and service to such
appurtenances shall be dedicated to the service provider by the developer prior to issuance
of a building permit.
(3) All transformers and switch boxes related to development approved after the adoption of
this section shall be set back a minimum of fifteen (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.
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(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 of'the 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
(I) 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
I)cccIHhcr I, 1')')7
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Ncw Dcvelopmcnt IIrc.
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. If landscaping is utilized, the plantings must be high
enough within one (1) year of planting to provide a screen which will screen the entire unit.
In the case of satellite dishes, they shall be screened from view from ground level of adjacent
rights-of-way and properties by buildings, dense landscaping or screen walls. The Design
Review Board may permit dishes on buildings if no part of the dish is visible from the
ground of surrounding properties. Setbacks for antennas and satellite dishes shall be the
same as the building setbacks.
(3) Dumpsters and similar facilities shall' be screened on all four (4) sid'es 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.
(to) Buildings with multiple storefront entries are encouraged to incorporate overhangs in the
design of front facades as appropriate to promote pedestrian activity,
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New Ikvclopo'CIIl Au..
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(II) 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 characteristics of the property; provided specifically, however,
that any such concessions for a constrained site shall only be considered by the City Commission
in a Development Agreement if enhanced perimeter landscaping or buffering is provided to assure
that the objectives of this ordinance are achieved.
Sec. 20-459
Corridor Design Review Board.
The Development Review Committee shall serve as the Corridor Design Review Board for
developments in the New Development Area Overlay Zoning District of the S.R. 434 Corridor
and shall review such developments for a unifying theme according to the design standards and
make 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.
l)cccll1hcr I, 19')7
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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
"Real estate sign" found in Sec. 16-51 (page 957) of the City Code:
MarketinglReal Estate - For the purpose of these design standards, marketing signs
shall mean all names, insignias, trademarks, and descriptive words of material of any
kind affixed, inscribed, erected or maintained upon an individual site or upon any
improvement on individual sites which contain information relating to the marketing of
space or building(s) on the subject parcel.
*
Add this definition of "Ground sign" in Sec. 16-51 (page 957) of the City Code:
Wide-based monument or pylon style sign - a sign wholly independent of any building
for support, consisting of a solid base with sign on top for monument sign or a base of
foliage with sign immediately the level of the base foliage, and where the subject of the
sign relates to either the identifying of the business name or the activity(s) carried on in
the structure on the same property as the sign.
*
Add this definition of "multi-tenant development" to Sec. 20-1 of the City Code:
Multi-tenant development - Shopping centers and other uses so determined by the
City.
Dcccrnl>cr I, 1')')7
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New D..;vdol'lI1Ctlt Arca
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Wax L::zfLi gusuurn"
Photinia ~
yy 2.."( M ynl c.
iYITD IlJi\- [ SHRUB
COi'dJ'yrON NAiYCE
PiG.osoorum
Variegated Pinqsporum
S 2l1d2.nlcwz VlOillIlUill
Ee::rii Juniper
Pfra~r Juniper
Shrub Hotly
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SlYLu...L SliR DE
COiYGYrON NA~(E
Dwarf Yaupon Holly
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B 0 rd cr Gr-2ss
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Liriope Border Gr-z.ss
Mondo Border Gr.ts.s
D'Wdli' Co nfecL J 2..STninc.
Pu-sonij Junipcr
~ JUf Shorc Juniper
:J I\J-;, On Lily
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or ..\ ;~ Li r.~ !
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Vlournum odoratissimum
Li gusuurn j apo oleum
Phocinia spp.
Myrica cerifera
:30"
30"
30"
:;0"
:;0"
:30"
BOT AN1CAL N A iYfE
0- O?t'l:::\- rG?v r HEIGHT RE 0 UIRED
.. t.,(--
PiG.osporum tobin. 2~"
Piu:osporum tobin. ""V ~cg2.Ia" 24"
Vlouroum Suspcmurn' 24"
J~iJcrus chincnsi.s vcr. crunen.sis 'nc.u:ll~ 24"
Juniperus chineosis ''Pfit:Z~RD2.'' 2 4"
D _?4"
ex spp.
82.:::z.gmus pungel15 2~"
Rhododendron indica 2<"
POGoC2.I'pus macrophyUus 24"
BOT A!'fiCAL NAiYrE
i\ [[\"0 rc;;:\- r REI GRT RE 0 UIRED
D.c:::( vorninoria "'Nana."
R2.pruolcpi.s indica
PiG.osporum tobin ""Wbc~lc.n~
Liriopc ffiUScar1 ""Evcrgrc~'Gi2.il("
18"
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Tnyn.llis glauca
Podoc:zrpus cnacrophyUus
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18"
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, BOTA-mCAL NAiYrE
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Liriopc fDuscari 10 Pips/dump 9" o.c.
Ophiopogoo japorucus 10 Pi!Jslclump 9" o.c.
Trachclospcmum j:\.smiooidc.s "'Nanz" 1-5- Spread 18" o.c.
JurUOcrus chillcnsi.s 15- SprC2.d 18- a.c.
Junipcrus conrcrn "CornpJCla" 12- -15 - Spread 18- a.c.
r\~':Jn:'.Jlllll!J ,!i'ric;\J1us' - 10 Pins/clump 13- a,c,
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I_I:-::;I~:~)C~II;', ',po 10 ?i~s/clur.lr 13- a c.
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spre<.d 24'
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A.i;1 0-:1 i ti s
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::nglish Ivy
h cd CI2. hcli.'C
-MUSl be tl.$cd with a row of lower growing shrubs in frOflc..
Notc: Pl:1nt list subject to :1dmin1s--o..r:I.tivc :1mendment [rom time to time..
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CO iYJ::iY 10 i"{ N Al'dI B OTAN1CAL NAivfE REQUIRED
Livc O~1c QeerOJs Vtrginiana IO~-12~
Luu-clOak Quercus laurifolia 12'
Sycamorc P12l1c2.iluS occidcnWis 12'
Red Iviao Ie Ac~ rubrum 12'
S wc,::cgum Liqui dambar styI<l.ciflu2. 12'
OTRER LARGE TREES _ ,. i..-.
iY .I:L'fIl'yfUiYI REI GRT
COiY.G.YION NAiYfE BOTANICAL 1'.{AlvIE REQUlRED
..'
Tulip Poplar Lmodcndron tuliplfclG. 12'
B2.ld Cypress T 2Xodium discichum 12'
Pines Pinus spp. 12'
Southern Mz.gnolia ivCz.g:!l 0 Ii 2. grwdiB. 0 IG. 12'
)ivcr Birch B c::ul2. nigra 12'
~
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HEIGHT
COIYliYION NA1vlI BOTA-?-ITCAL NA1vIE REQ UJRED
American Ho II y Dc.'C opaca la'
DahoOQ Holly llcx C25Si0c 10'
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Golden Rain T r~ Koclrcutc..;a. formosana 10'
Swc::t Bay Mz.gnolia virginiz.na 10'
Loblolly Bay Gordooia 12.Siaathus 10'
Drakc Elm Ulmus puvifo!:ia s6npcrviro as
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Cherry Laurel P runus caro/iniana 10'
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sball be allowed to promote healthy growth;, The mienc is co illow rre~ to achieve a fl2.runJ tre~
C2.QOpy.
Note: Plant list subj ccr to administr:ltivc :tmcndment from time to time..
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STATE ROAD 434 CORRIDOR VISION PLAN
NEW DEVELOPMENT AREA
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October 20, 1997
COMMISSION AGENDA
ITEM B
Consent
Informational
Public Hearin s
Re ular
x
July 24. 2000
Meeting
~
Mgr.
Authorization
~~.
/
REQUEST: City Manager requests the Commission approve an agreement between JDC Calhoun,
Inc, a Georgia Corp. (fheJames Doran Company) and the City of Winter Springs relative to the
Town Center Code.
PURPOSE: The purpose of this Agenda item is to adopt an agreement between JDC Calhoun Inc.
and the City regarding the Town Center.
CONSIDERATION:
· On June 19,2000 the city commission held a workshop with representatives of JDC Calhoun
Inc.
· At the Commission meeting of June 26, 2000, the Commission instructed the City Manager and
City Attorney to finalize the wording in the agreement and bring the matter back for
consideration.
. All of the issues were resolved in work sessions. The agreement is being finalized and should be
available Friday evening by 5:00 p.m.
FUNDING: Funding for the agreement is provided from the 1999 Revenue Bond issue, the One
Cent Local Option Sales Tax, Integrated Utilities Fund Bond Issue, and Transportation
Improvement Fund.
RECOMMENDATION: It is recommended that this City Commission adopt the agreement.
ATTACHMENTS: None
;' ~-'
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J
DRAFT 7/22/00
AGREEMENT
An Agreement made and entered into as of this _ day of July, 2000 by and among JOC
CALHOUN, INC., a Georgia corporation, herein referred to as "JOC," and the City of Winter
Springs, a municipal corporation existing under the laws of the State of Florida, herein referred to as
"City."
RECIT ALS
WHEREAS, Section 163.3167, Florida Statutes, provides that each local government is
encouraged to articulate a vision of the future physical appearance and qualities of its community as
a component of the local comprehensive plan through a collaborative planning process with
meaningful public participation, and __
WHEREAS, the City completed a comprehensive planning study, with extensive public
participation from local residents and local, county, and state officials, which resulted in the adoption
of the Winter Springs Town Center Plan, and
WHEREAS, pursuant to that certain Purchase and Sale Agreement between Laverne
, Kingsbury and June Kingsbury, as sellers, and JOC, as purchaser, dated September 22, 1999, JOC
is the contract purchaser and will be the owner and developer of approximately fifteen (15) acres of
land located within the boundaries of the proposed City of Winter Springs Town Center and more
particularly described on Exhibit "A" attached hereto and by this reference made a part hereof (the
"JOC Property"), and
WHEREAS, JOC and City desire to memorialize their understandings and agreement
regarding their respective interests, expectations, and intentions contained in this Agreement
regarding the Town Center.
NOW THEREFORE in considerai
Agreement, and other good and valuable consid
by the parties, the City and JOC agree to the:
I. Incorporation of Recitals.
The foregoing recitals are true and CO!
I
reference as a material part of this Agreement.
II. Defin itions.
Unless the context clearly indicates otl
in this Agreement shall have the meaning ascri
a)
"City" shall mean the City on
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Page 1 of 15
. · 1
b) "City Code" shall mean the City Code of the City of Winter Springs, Florida
including, but not limited to, the Town Center District Code.
c) "Conceptual Site Plan" shall mean the three phase conceptual site plan which JDC
agrees to permit and develop on the JDC Property under the terms and conditions of this Agreement
and which is attached hereto as Exhibit "8" and fully incorporated herein by this reference..
d) "Hickory Grove Park Boulevard" shall mean the planned urban boulevard running
from Magnolia Square west along the entirety of the north boundary line of the JDC Property, as
identified in the Town Center Plan and Town Center District Code.
e) "Hickory Grove Park North/South Extension Street" shall mean the Town Center
Street running from S.R. 434 north along the entirety of the west boundary line of the JDC Property
and terminating at and connecting to Hickory Grove Park Boulevard.
f) "Hickory Grove Park" shall mean the town center "central park" as identified in the
Town Center Plan and Town Center District Code.
g) "Market Square Parcel" shall mean that portion of the JDC Property as generally
depicted in the Conceptual Site Plan. Market Square Parcel shall consist of approximately thirtyL
one-hundredths (0.30) acres.
h) "JDC" shall mean JDC Calhoun, Inc., a Georgia corporation.
i) "JDC Property" shall mean the real property to be acquired by JDC and located in
the Town Center District, as more particularly described in Exhibit "A" which is hereby fully
incorporated herein by this reference.
j) "Main Street Improvements" shall mean that portion ofMam Street on the Town
Center Plan located from State Road 434 north to Magnolia Square (including pavement, curbs and
gutters, and stormwater facilities), as more particularly described in the Town Center District Code.
k) "Town Center Plan" shall mean the sketch concept plan entitled "Winter Springs
Town Center Master Plan", prepared by Dover, KoW & Partners, dated March 23, 1998. as amended
in February 2000. a copy of which is attached hereto as Exhibit "D" and hereby fully incorporated
herein by this reference.
1) "Town Center District" shall mean the town center area located in the City of
Winter Springs that is depicted in the attached Exhibit "E" which is hereby fully incorporated herein
by this reference.
m) "Town Center District Code" shall mean the Town Center Zoning District Code
adopted by the City Commission of Winter Springs on June 12,2000, which is attached hereto as
Exhibit "F" and hereby fully incorporated herein by this reference.
Page 2 of 15
, ,
III. JDC Project Requirements and Conditions.
In consideration of the mutual promises and consideration set forth in this Agreement, IDC
agrGGS intends to permit and develop a three phase Town Center development project on IDC
Property located within the Town Center. IDC agrees to permit and develop the project under the
terms and conditions of this Agreement and the Town Center District Code. The final site plan
approved for the three phase project shall be in substantial conformity with the Conceptual Site Plan
unless otherwise approved by the City during the City's Town Center development permit process.
The City acknowledges that the layout of the Conceptual Site Plan is generally in accordance with
the Town Center District Code. Unless otherwise approved by the City, the final site plan shall be
designed and implemented as follows:
a) The development of the final site plan shall be in three phases as depicted on the
Conceptual Site Plan. Phase I is required to be constructed and shall be constructed in its entirety
and Phases II and III shall be constructed if IDC determines that market conditions permit such
construction. At IDC's discretion, IDC may develop the final site plan in less than three phases if
market conditions permit a more expedited development ofthe JDC Property. In addition, IDC may,
at its discretion, develop Phases II and III in portions.
b) In accordance with Phase I of the Conceptual Site Plan, the City agrees and acknowledges
that upon IDC complying with the permitting requirements of the Town Center District Code, Phase
I shall consist of: (i) a grocery store anchor building consisting of approximately 44,000 retail square
feet; (ii) not less than 63,840 square feet of additional retail development at the corner of Main Street
and State Road 434 and along Main Street; and (iii) a parking ratio of up to five (5) spaces per 1,000
retail square feet.
c) The drug store anchor which is contemplated to be constructed on the corner of State
Road 434 and Main Street may, at IDC's discretion, be permitted and constructed at another location
along State Road 434. If so permitted and constructed, the drug store anchor will be included as part
of Phase I and another retail use may shall be permitted and constructed at the aforementioned corner
in Phase I or Phase II. The City and IDC acknowledge that a restaurant and/or bank/office use would
also be suitable at the aforementioned corner.
d) All phases of retail development on the JDC Property, in addition to the grocery store
anchor, may be up to 272,000 retail square feet, unless otherwise agreed to by the parties. Provided.
however. the City encourages development in excess of 316.000 retail square feet.
e) JDC shall not permit or construct more than 45,000 square feet of buildings beyond Phase
I of the Conceptual Site Plan unless the next building permitted and constructed is the northern most
retail building on JDC Property along Main Street as depicted on Phase II of the Conceptual Site Plan
("Final Main Street Building"). The Final Main Street Building may be permitted and constructed
simultaneously with another Phase II building above the aforementioned 45,000 square foot
threshold. Notwithstanding JDC may permit and construct the Final Main Street Building sooner
than required by this paragraph. The City strongly encourages IDC to permit and construct the final
Main Street Building during Phase 1.
Page 3 of 15
t) The City prefers that all buildings constructed on the JDC Property be two (2) to four (4)
stories in height and that each story be suitable for occupancy. To that end, JDC and City agree the
drugstore anchor (or other use as contemplated herein) on the comer of Main Street and State Road
434 and the buildings located along Main Street shall be a minimum of two (2) stories, but the
second and higher stories may consist of a shell story consisting of finished exterior walls, roof,
windows, and other surfaces and an unfinished interior. All shell stories shall be designed and
engineered so as to accommodate occupancy at a later date. The City agrees that all other buildings
on the JDC Property may be one (1) story occupancy buildings provided that IDC constructs the
buildings to a height of at least two (2) stories in order to achieve the vertical character and scale
required by the Town Center District Code. JDC agrees that such one story occupancy buildings will
incorporate a parapet wall, which the City hereby deems acceptable, or other architectural feature
suitable to the City that visually make the buildings appear to be at least two (2) story buildings on
all sides. However, nothing contained in this paragraph shall prohibit IDe from constructing full
occupancy buildings of two (2) to four (4) stories, where not otherwise required by this Agreement,
if JDC determines that market conditions would allow such construction.
--
g) The City prefers parallel parking along Main Street but agrees to accept diagonal parking
as depicted on the Conceptual Site Plan to the extent market conditions, in the sole discretion of IDC,
require the additional parking spaces afforded by such diagonal parking. Nothing contained in this
Paragraph III (g) shall prohibit the City from constructing diagonal parking along Main Street at its
sole choosing and discretion. ~
h) JDC, at its discretion, shall be allowed to delete the buildings depicted on the Phase II
Conceptual Site Plan which are west of the grocery store anchor, provided JDC submits a site plan,
acceptable to the City, that substitutes the buildings with: (i) parking; (ii) a pocket park of not
greater than 1200 square feet (unless a larger pocket park is agreed to by IDC) which shall
incorporate a kiosk, gazebo, pergola, water fountain or similar architectural feature; and (iii) a
landscape buffer for facilities along the rear of the grocery store anchor. The City agrees not to
umeasonably withhold such acceptance provided the site plan complies with the City Code.
IV. roc's Initial Obligations and Conditions.
Upon the Effective Date of this Agreement, IDC agrees to perform the following:
a) Promptly use all reasonable and best efforts to complete the acquisition ofthe IDC
Property pursuant to its existing contract rights and provide written notice of the acquisition to the
City. However, in the event that JDC does not acquire fee simple ownership ofthe JDC Property by
the closing date set forth under the terms of the existing purchase contract, then this Agreement shall
be automatically terminated and nullified, in which event the parties obligations under this Agreement
shall be and become null and void and of no further effect. IDC shall promptly provide the City
written notice if IDC fails to close on the JDC Property.
b) Promptly use all reasonable and best efforts to secure a grocery store anchor and a
drug store anchor as contemplated under Phase I of the Conceptual Site Plan. In the event IDC is
not successful in securing caclI OftlIC both the grocery store anchor and drugstore anchor, IDC shall
Page 4 of 15
have the right to terminate this Agreement by providing prompt written notice to the City. JDC shall
provide the City prompt written notice at such time IDC has secured each of the grocery store anchor
and drugstore anchor.
c) Promptly commence the design, engineering and permlttmg of Phase I of the
Conceptual Site Plan. If the City takes final action disapproving the final site plan for Phase I of the
Conceptual Site Plan. JDC shall have a right to terminate this Agreement by providing the City
written notice of said termination within seven (7) days of the City's final action of disapproval.
d) Promptly commence and within ninety (90) days following the Effective Date of this
Agreement submit a conceptual stormwater application to the St. John's Water Management District,
and expedite to the fu:Hest extCl1t tiLe. acquisitioh of acquire a construction permit for the construction
of surface/stormwater drainage improvements on IDC Property which will be necessary to collect and
discharge surfuce/stormwater on and from the JDC Property to the City's stormwater system which
is required to be constructed pursuant to paragraph V (d) of this Agreement within 12 months from
the Effective Date or by the date of issuance of the building permits and commencement of
construction for each oflx>th the grocery store anchor and drug store anchor, whichever occurs later.
The construction permit shall be obtained by IDC within twelve (12) months from the Effective Date
of this Agreement. In addition, within thirty (30) days from the Effective Date ofthis Agreement,
JDC's engineers shall provide the City's Utilities Director with estimated surface/stormwater volume
and flows expected to be generated, and discharged to the City's stormwater system, from the
complete build-out of Phase III of the Conceptual Site Plan. IDC acknowledges that the City will
use and rely on these estimates in obtaining a surface/stormwater construction permit as required in
Paragraph V(d) within 12 months from the Effective Date of this Agreement. JDC agrees that City's
engineers (who shall be qualified and experienced in stormwater engineering and permitting) will be
able to provide input into the design and permitting process for the surface/stormwater drainage
improvements on JDC Property for purposes of providing the City with reasonable_assurance that the
improvements will properly discharge surface/stormwater into the City stormwater system and that
any and all applications and/or submittals to the St. John's Water Management District will be subject
to reasonable and timely review and approval by City's engineers. City's engineers shall complete
said review pursuant to JOe's reasonable time schedule and shall not unreasonably withhold said
approval.
v. City's Initial Obligations and Conditions.
t Upon the Effective Date of this Agreement, the City agrees to perform, at its expense, the
following:
a) Promptly commence the design, engineering and permitting to extend and connect (ie.,
"stub in") City water distribution and sewer collection facilities to the boundaries of the JDC Property
in order to provide sufficient capacity to reasonably accommodate and guarantee the level of service
capacity required for the Town Center and the JDC Property as developed in accordance with Phase
III of the Conceptual Site Plan. The City shall not be required to extend either sewer or water
facilities into the interior portion of the IDe Property unless agreed upon in future written developer
agreements. The City also guarantees sufficient capacity within the sewer and water treatment plants
Page 5 of 15
to reasonably accomodate and guarantee the level of service required for the Town Center and JDC
Property: , as stated above. The City will fully complete such design, engineering (100% plans) and
permitting not later than twelve (12) months from the Eftective Date of this Agreement.
b) Promptly commence the design, engineering and permitting of Hickory Grove Park
Boulevard and Hickory Grove Park North/South Extension Street. The City will fully complete such
design, engineering (100% plans) and permitting not later than twelve (12) months after the Effective
Date of this Agreement. Provided, however, the obligations of the parties under this Agreement shall
be contingent upon the City successfully entering into a binding purchase contract to acquire the
necessary right-of-way for Hickory Grove Park Boulevard and Hickory Grove Park North/South
Extension Street not later than ninety (90) days after the Effective Date, failing which, either party
hereto shall be entitled to cancel this Af,'Teement by written notice thereof to the other party given not
later than one hundred (100) days after the Effective Date. In connection with such acquisition and
right of termination, the City agrees to furnish JDC copies of the purchase contract, as amended,
relating to such acquisition not later than ninety (90) days after the Effective Date. The City
acknowledges and agrees that JDC shall be entitled to exercise the foregoing right oftermi.llation in
the event the terms for closing the final purchase contract are not acceptable to JDC, it being the
intention hereof that the purchase contract shall provide JDC strong assurance that the purchase will
actually close in a timely manner and the City will be in a position to fulfill its obligation to construct
Hickory Grove Park Boulevard and Hickory Grove Park North/South Extension Street. Anything
herein to the contrary notwithstanding, the City shall be obligated to actually close on such purchase
transaction not later than the date of issuance of the building permits and commencement of
construction by JDC of all or any portion of Phase II ofthe Conceptual Site Plan. Notwithstanding,
the City shall have the right to terminate the final purchase contract for Hickory Grove Park
Boulevard and Hickory Grove Park North/South Extension Street if JDC fails to obtain a grocery
store anchor and drug store anchor for the JDC Property.
c) Promptly commence the design, engineering and permitting of the Main Street
Improvements as provided in paragraph VI(b) of this Agreement. The City will fully complete such
design, engineering (l00% plans) and permitting within 12 months of the Effective Date of this
Agreement.
d) Promptly commence, and within ninety (90) days following the Effective Date submit,
a conceptual stormwater application to the St. John's Water Management District,and expedite to
the fullest possible extCl1't the acquisitiol1 of a acquire a construction penrut for the construction of
surface/storm water drainage improvements to service the JDC Property and other portions of the
Town Center within twelve (12) months from the Effective Date or by the date of issuance of the
building permits and commencement of construction for eaeh of both the grocery anchor and drug
store anchor, whichever occurs later. The City agrees that JDC's engineers (who shall be qualified
and experienced in stormwater engineering and permitting) will be able to provide input into the
design and permitting process for the surface/stormwater drainage improvements and that any and
all applications and/or submittals to the St. John's Water Management District will be subject to
reasonable and timely review and approval by JDC's engineers. JDC's engineers shall complete said
review pursuant to the City's reasonable time schedule and shall not unreasonably withhold said
approval. The City acknowledges and agrees that no retention/detention areas and/or ponds shall be
Page 6 of 15
located on JDC Property and that no portiones) of the City's surface/storm water drainage
improvements shall be located on the IDC Property without JDC's approval:-. it being the intention
hereof that the City's facilities shall accommodate all surface/stormwater from the IDC Property as
developed in accordance with Phase III ofthe Conceptual Site Plan and that IDC's facilities shall
serve to collect such surface/stormwater for discharge into the City's system. The City agrees that
JDC shall have the nonexclusive right in perpetuity to use the surface/stormwater drainage
improvements to discharge surface/stormwater generated from the IDC Property at volumes
consistent with the Phase III development of the Conceptual Site Plan. IDC acknowledges and
agrees that following installation of such surface/storm water drainage improvements, the IDC
Property shall be subject to an obligation to contribute to the costs of maintenance thereof on the
same basis as other property owners served thereby under the City's municipal stormwater utility
system. Upon reasonable request of IDC, and as may be reasonably needed by IDC from time to
time, the City agrees to furnish IDC with a written letter or other documentation as customarily
provided by the City to evidence that JDC has the aforementioned discharge rights as provided in this
paragraph V(d) in satisfaction of the requirements of IDC's construction and/or permanent lender
and prospective tenants on the IDC Property. Provided, however, the obligations of the City to
acquire the stormwater construction permit from St. John's Water Management District shall be
contingent upon the City finding suitable property to construct the Ci1y's surface/stormwater drainage
improvements which are necessary to serve the IDC Property and the Town Center as contemplated
by this Agreement.; Suitable property may be obtained either by successfully entering into a binding
contract with the Seminole County School Board to acquire the right to use (by easement, license,
or ownership) school board property or by using some other alternative property (not JDC Property)
deemed suitable by the City. to construct swfaec.lstorIl1watcr draihagc imprOvements which arc
necessary to scne the. JDC Property and the To wn Center as contemplated by tllis Agrccnlcnt. railing
of which, If the City fails to acquire such suitable property. either party hereto shall be entitled to
cancel this Agreement by written notice thereof to the other party given not later than one hundred
eighty (180) days after the Effective Date.
VI. City's Conditional Obligations.
Upon IDC purchasing the IDC Property and obtaining building permits and commencing
construction for each of the grocery anchor and drugstore anchor, the City agrees. at its expense. to
perform the following upon completion of the applicable design. engineering. and permitting set forth
in Paragraph V of this Agreement:
a) Actually commence, and within twelve (12) months thereafter fully complete, the
construction of facilities and improvements to extend and connect (i.e., "stub in") City water
distribution and sewer collection facilities to the boundaries of the IDC Property as provided for in
paragraph yea) of this Agreement. The City shall not be required to ex1:end either sewer or water
facilities into the interior portion of the IDC Property unless agreed upon in future written developer
agreements. The City also agrees that no special City water or sewer connection charge or assessment
will be applied to the IDC Property for purposes of reimbursing the City for the expense of extending
and connecting the City's water distribution and sewer collection facilities to IDC Property as
described above; provided, however, individual users within the IDC Property may be charged the
same normal and regular "City-wide" connection fee that is customarily charged to all other individual
Page 7 of 15
users within the City for connecting Into and utilizing the "City-wide" water and sewer capacity.
b) Actually commence, and within twelve (12) months thereafter fully complete, the
construction of facilities and improvements comprising the Main Street Improvements. The City
shall, as part of the construction of the Main Street Improvements, install surface/storm water
drainage improvements sufficient to accommodate all surface/storm water drainage from Main Street
and from the JDC Property, as developed in accordance with the development of the entire Phase III
Conceptual Site Plan.
c) At such time as JDC obtains building permits and commences construction of!!
building or buildings beyond Phase I of the Conceptual Site Plan, actually commence, and within
twelve (12) months thereafter fully complete, the construction of Hickory Grove Park Boulevard and
Hickory Grove Park North/South Extension Street.
In addition, JDC agrees to provide the City with at least ninety (90) days written notice of its
scheduled construction commencement date of each of both the grocery store anchor and drug store
anchor and Phase II construction for purposes of giving the City a reasonable opportunity to publicly
bid the City construction projects contemplated in this paragraph VI so that construction can be
completed in a timely manner. Failure by JDC to provide timely notice will extend the time the City
has to complete the construction by the number of days the notice was determined by the City to be
untimely.
VII. Conveyances from .IDC to the City.
a) JDC agrees that at such time as JDC shall have obtained building permits for and
commenced construction of each of the grocery anchor and drugstore anchor users as contemplated
in this Agreement, JDC will convey to the City fee simple title to (i) the Market Square Parcel, and
(ii) the eleven (11) foot wide strip ofland needed for right-of-way and other municipal purposes, as
legally described on Exhibit "C" attached hereto and by this reference made a part hereof.
b) JDC also agrees to convey rights of way and easements and improvements to rights
of way and easements similar to those depicted in the Town Center District Code and located on JDC
Property at such time, and as part of a City approved JDC development, in a manner in which similar
conveyances are required in connection with similar developments within the City.
c) If during the final permitting process of the Conceptual Site Plan IDC requests
diagonal parking along the south boundary of Hickory Grove Park Boulevard and/or along the east
boundary of Hickory Grove Park North/South Extension Street, JDC agrees to convey fee simple title
to a ten (10) foot wide strip of land needed for each diagonal parking area if said request is approved
by the City. The conveyance shall occur prior to commencement of construction of Hickory Grove
Park Boulevard ancIJor Hickory Grove Park North/South Extension Street. Notwithstanding, IDC's
request for diagonal parking shall be made no later than the date the City has reached 50% design and
engineering of Hickory Grove Park Boulevard and Hickory Grove Park North/South Extension
Street.
Page 8 of 15
VII. Inclusion of Property in Town Center District.
JDC consents to the inclusion of the JDC Property into the Town Center District subject to
the terms and conditions hereof.
VIII. Adoption of Town Center District Code.
JDC hereby consents to the adoption of the Town Center District Code and its applicability
to the JDC Property subject to the terms and conditions hereof.
IX. Future Land Use Chane-e.
JDC and the City acknowledge that the future land use designation for the JDC Property shall
be Town Center at such time said designation is approved by the City. Specifically, and without
limitation, the parties intend for the future land use designation under the City's Comprehensive Plan
to be amended to accommodate the Town Center District Code. The City shall diligently:.process
through completion said comprehensive plan amendments and also effectuate any administrative
rezoning necessary to implement the foregoing land use change. All future land use changes shall
comply with the procedures set forth in chapter 163, Florida Statutes, and the City Code of Winter
Springs.
X. Diagramsl"IIlustrative Purposes Only".
Except for Market Square Parcel, Hickory Grove Park Boulevard, Hickory Grove Park
North/South Extension Street, Main Street, and other components of the Town Center expressly
agreed to in this Agreement, the City hereby acknowledges that all diagrams and graphics within the
Town Center Plan and the Town Center District Code, which are depicted on JDC Property, are for
"illustrative purposes only" and are intended only to illustrate the intent and concepts of the Town
Center District Code. Nothing in this section shall be construed as relieving JDC of the requirements
of the Town Center District Code.
XI. Periodic Review.
This Agreement shall be subject to periodic review by the parties. Periodically, the City and
JDC agree to cooperate and meet in good faith to discuss the progress made under this Agreement
and whether any amendments should be made to this Agreement in furtherance of each others' mutual
interests. Additionally, during said review, the parties may discuss proposing amendments to the
Town Center District Code which may be needed to promote the public's interest in creating an
economically viable Town Center.
XII. Cooperation.
JDC and the City shall cooperate fully with each other to effectuate the terms, conditions and
intentions of this Agreement. In connection with City development permit approvals necessary to
effectuate the Conceptual Site Plan including, but not limited to, special exceptions under the Town
Center District Code (particularly the Large Footprint Building for the grocery store anchor and one
Page 9 of 15
story buildings with parapet and two or more story buildings with unfinished second or higher stories
), the City agrees to process IDC's development permit applications in good faith and in a prompt,
diligent manner. The City acknowledges that obtaining speciaL exceptions tor the Large Footprint
Building for the grocery store anchor and for the one story building with parapet and unfinished
second or higher stories is pivotal to JDC developing the Conceptual Site Plan and the City will fully
cooperate with IDC to obtain approval of the special exception under the Town Center District Code.
XIII. Authority.
Each party hereby represents and warrants to the other that they have full power and authority
to enter into this Agreement. JDC also represents that it is duly authorized to bind the IDC Property
to the terms and conditions contained in this Agreement. JDC also represents that all legal and
equitable title to the JDC Property will be vested in and held by IDC upon closing of the existing
purchase contract for the IDC Property. The City also represents that all requirements and
procedures, including public hearings, have been properly conducted so that the execution hereof by
the City shall constitute the final action of the City.
XIV. Notices.
Any notice required or allowed to be delivered hereunder shall be in writing and shall be
deemed to be delivered when: (a) hand delivered to the official hereinafter designated, or (b) upon
receipt of such notice, when deposited in the United States mail, postage prepaid, certified or
registered mail, return receipt requested, or (c) one day after deposit with a nationally recognized
overnight courier service, e.g. Federal Express, Purolator, Airbome, Express Mail
etc., addressed to a party at the other address as specified below or from time to time by written
notice to the other party delivered in accordance herewith:
JDC:
Mr. Shane Doran
Vice President
JDC CALHOUN, INC.
c/o The James Doran Company
1051-H Johnnie Dodds Blvd.
Mt. Pleasant, SC 29464
Phone: 843-881-7550
Fax: 843-849-6765
With copy to:
Chip Carrington, Esquire
Lowndes, Drosdick, Doster, Kantor & Reed, P.A.
215 N. Eola Drive
Orlando, Florida 32801
Phone: 407/843-4600
Fax: 407/423-4495
City:
Ronald W. McLemore. City Manager
City of Winter Springs
Page 10 of 15
1126 East State Road 434
Winter Springs, Florida 32708
Phone: 407-327-5957
Fax: 407-327-4753
With copy to:
Anthony A. Garganese, Esquire
City Attorney of Winter Springs
Amari & Theriac, P.A.
96 Willard Street, Suite 302
Cocoa, Florida 32922
Phone: 407 639-1320
Fax: 407-639-6690
xv. Defaults.
Failure by either party to perform each and every one of its obligations hereunder shall
constitute a default, entitling the nondefaulting party to pursue whatever remedies are available to it
under Florida law or equity including, without limitation, an action for specific performance and/or
injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the
nondefaulting party shall first provide the defaulting party with written notice of said default. Upon
receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to
cure the default to the reasonable satisfaction of the nondefaulting party prior to filing said action.
The prevailing party in any litigation arising under this Agreement shall be entitled to recover its
reasonable attorney's fees and costs, whether incurred at trial or appeal.
XVI. Successors and Assigns.
This Agreement shall automatically be binding upon and shall inure to the benefit of the
successors and assigns of each of the parties.
XVII. Applicable Law.
This Agreement shall be governed by and construed in accordance with the laws of the State
of Florida.
XVIII.
Amendments.
This Agreement shall not be modified or amended except by written agreement duly executed
by both parties hereto.
XIX. Entire Agreement.
This Agreement supersedes any other agreement, oral or written, and contains the entire
agreement between the City and JDC as to the subject matter hereof.
Page 11 of 15
xx.
Severability.
If any provision of this Agreement shall be held to be invalid or unenforceable to any extent
by a court of competent jurisdiction, the same shall not affect in any respect the validity or
enforceability ofthe remainder of this Agreement.
XXI. Effective Date.
This Agreement shall become effective upon approval by the City Commission of Winter
Springs and execution of this Agreement by both parties (the "Effective Date").
XXII.
Recordation.
A short form memorandum of this Agreement and any amendments hereto shall be recorded
in the public records of Seminole County, Florida and shall run with the JOC Property. The
memorandum shall be in a form mutually acceptable to the City and IDC and shall promptly be
recorded at such time JOC receives a deed conveying the JOC Property to JOC pursuant to the
existing contract to purchase the JOC Property. The memorandum shall include the legal description
of the real property described in Exhibit "A" (the "IDC Poperty").
XXIII.
Relationship of the Parties.
The relationship of the parties to this Agreement is contractual and JDC is an independent
contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or
principal-agent relationship between the parties, and neither party is authorized to, nor shall either
party act toward third persons or the public in any manner which would indicate any such relationship
with the other.
XXIV.
Sovereign Immunity.
Nothing contained in this Agreement shall be construed as a waiver of the City's right to
sovereign immunity under Section 768.28, Florida Statutes, or any other limitation on the City's
potential liability under state and federal law.
XXV.
City's Police Power.
The City hereby reserves all police powers granted to the City by law. In no way shall this
Agreement be construed as the City bargaining away or surrendering its police powers.
XXVI.
Force Majeure.
The parties agree that in the event that the failure by either party to accomplish any action
required hereunder within a specified time period ("Time Period") constitutes a default under the
terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event
or condition beyond the control of such party, including, but not limited to, acts of God, acts of
government authority (other than the City's own acts), acts of public enemy or war, riots, civil
Page 12 of 15
disturbances, power failure, shortages of labor or materials, injunction or other court proceedings
beyond the control of such party, o~ severe adverse weather conditions ("Uncontrollable Event"),
then., notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute
a default under this Agreement and any Time Period proscribed hereunder shall be extended by the
amount of time that such party was unable to perform solely due to the Uncontrollable Event.
XXVII.
Interpretation.
The parties hereby agree and acknowledge that they have both participated equally in the
drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation
of this Agreement in the event of a dispute between the parties. Any reference in this Agreement to
a whole paragraph number (e.g.. paragraph V) shall also include all subparagraphs set forth below
the whole paragraph number (e.g.. V (a). (b). (c). and (d)).
XXVIII.
Permits.
The failure of this Agreement to address any particular City, county, state, and federal permit,
condition., tenn, or restriction shall not relieve JDC or the City ofthe necessity of complying with the
law governing said permitting requirements, conditions, term, or restriction.
XXIX.
Third Party Rights.
This Agreement is not a third party beneficiary contract and shall not in any way whatsoever
create any rights on behalf of any third party.
XXX.
Counterparts.
This Agreement may be executed in any number of counterparts, each of which when so
executed and delivered shall be considered an original agreement; but such counterparts shall together
constitute but one and the same instrument.
XXXI.
Conveyance of Market Square Parcel and Other Property by JDC.
All real property conveyances made by JDC to the City pursuant to this Agreement shall be
made by special warranty deed and free of all mortgages, liens, and other title matters which would
unreasonably interfere with the City's use of the Market Square Parcel and other property conveyed
for the purposes contemplated under this Agreement and the Town Center District Code.
XXXII.
Declaration ofthe City Commission of Winter Springs.
The City Commission of the City of Winter Springs hereby finds that this Agreement is
consistent with the City's Comprehensive Plan and land development regulations and is a legislative
act of the City Commission of the City. The City Commission further finds that this Agreement
promotes the public health, safety, and welfare and is consistent with, and an exercise of, the City's
powers under the Municipal Home Rule Powers Act, as provided in s. 2(b), Article VIII of the
Florida Constitution and Chapter 166.021, Florida Statutes, and the City's police powers.
Page 13 of 15
XXXIII.
Conflict with Town Center District Code.
To the extent there are any specific conflicts between the provisions of the Town Center
District Code and this Agreement, the parties agree that the provisions of this Agreement shall control
as ifapproved by the City Commission as a special exception pursuant to the Town Center District
Code.
IN WITNESS WHEREOF, JDC and the City have executed this Agreement in form
sufficient to bind them as of the day and year first above written.
WITNESSES:
.JDC CALHOUN, INC.,
a Georgia corporation
Print Name:
By:
Shane Doran, Vice President
Print Name:
CITY OF WINTER SPRINGS,
a Florida Municipal Corporation
By:
Paul P. Partyka, Mayor
Print Name:
Print Name:
Page 14 of 15
STATE or FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of July, 2000 by
Shane Doran, Vice President of JDC Calhoun, Inc., a Georgia corporation, who executed the
foregoing instrument and acknowledged before me that he executed the same for the uses and
purposes therein expressed and who is personally known to me or who has produced
as identification and who did not take an oath.
Notary Signature
(Notary Seal)
ST ATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this day of July, 2000 by
Paul P. Partyka, Mayor of the City of Winter Springs, who is personally known to me and who did
not take an oath.
Notary Signature
(Notary Seal)
Page 15 of 15
Exhibit List
City of Winter Springs and JDe Calhoun, Inc. Agreement
Exhibit Letter
Document
A
B
C
D
E
F
Legal Description JDC Property
Conceptual Site Plan
Legal Description Eleven (II') Foot Main Street Strip
Town Center Plan
Town Center District Boundary
Town Center District Code
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DEVELOPER'S AGREEMENT
TUSCAWILLA TRACT 15 PARCEL I-B
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This DEVELOPMENT AGREEMENT by and between Robert Yeager,
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(hereinafter called "Property Owner") and the City ofWmter Springs, a Florida municipal corporatiol?
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(hereinafter called "the City") is entered into pursuant to City Code, and is intended to constitute a
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covenant covering the property described herein. This Agreement is based on the following premises:
Whereas, the real property described herein as Parcel IB of Tract 15 of the TuscawiIla
P.UD., further described on ExhIbit "A" attached hereto is located within the City limits of the City;
and
Whereas, the real property is subject to certain land development regulations of the City,
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including the "S.R. 434 Corridor Vision Plan: New Development Area" (Ordinance No. 675 of the
City); and
Whereas, the real property is subject to a Settlement Agreement set forth in Ordinance 489
and recorded at Official Records Book 2277, pages 0464 through 0500, Public Records of Seminole
County, Florida (hereinafter call "the Settlement Agreement"); and
Whereas, parties concur that this Agreement deals with issues separate from the issues
Whereas, this property has received a Certificate of Vested Rights Special Use Permit from
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addressed in said Settlement Agreement, and this Agreement should be construed as consistent with
~ the said Settlement Agreement, and in the event of conflict between the terms of this Agreement and
't the Settlement Agreement, the Settlement Agreement shall prevail; and
the City on August 4, 1993, which is in full force and effect, and this Agreement shall not cause to
affect the vesting status of this property; and
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Whereas, the City agrees that Parcel IB of Tract 15 of the Tuscawilla P.UD. may be
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Whereas, an application for final engineering approval and permit was submitted to the Cit~
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prior to the adoption of Ordinance No. 675 for one parcel located at the southeast corner of the:>
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intersection of Vistawilla Drive and State Road 434 (hereinafter call the Hess Site, as depicted iri '
subdivided and developed into a maximum offive (5) parcels platted as provided by law; and
Exhibit liB" attached hereto), and Property Owner and City agree that this Development Agreement
should address specific issues relating to development of said Hess site; and
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Whereas, Sections 20-458 and 20-459 of Ordinance No.675, the "S.R 434 Corridor Vision
Plan: New Development Area" provide for a Development Agreement for real property such as that
described on Exhibit "A" and Exhibit liB" upon a finding that the site is constrained, and extra
development enhancements are provided by the Property Owner to preclude or mitigate against any
impacts upon abutting properties or the S.R. 434 corridor; and,
Whereas, the City Commission of the City of Winter Springs finds that the real property
described in this Agreement is constrained by width, proximity to water retention areas to the rear
of the property, and by wetlands; and
Whereas, the City Commission finds that Property Owner is making sufficient development
concessions and eDharicements on the real property described on Exhibit "A" to authorize a
Development Agreement for the Hess site described on Exhibit "B II, attached hereto and by this
reference incorporated herein; and
Whereas, in consideration for the City entering into this Agreement, the Property Owner has
agreed to provide certain enhancements for the entire parcel (such as landscaping) and certain
common design themes or criteria (a uniform ground mounted sign system for the individual parcels).
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NOW THEREFORE, be it agreed as follows:
1.
Premises Incorporated Herein
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The City and the Property Owner hereby agree that the foregoing premises are true azii
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correct.
2.
Property Affected
2.1 The real property described on Exhibit "A" constitutes the entire property subject to
this Development Agreement. A consideration for the City entering into this Agreement is
that certain enhancements (such as enhanced landscaping and a six (6') food masonry wall
along the rear of the subject property) and certain common design themes or criteria (a
uniform ground mounted sign system for the site) are being proposed by the Property Owner
. and accepted by the City. Certain requirements set forth herein, therefore, apply to the entire
property (Exhibit "A").
2.2 Such a specific implementing development agreement is created for the Hess site
(Exhibit "B") in this Agreement. Certain development obligations are being agreed to by and
between the Property Owner and the City as the standards governing certain aspects of
development of the Hess site.
2.3 Where no requirements concerning a development issue are set forth in this agreement
for the real property described on Exhibit "A" or Exhibit "B", then the standards set forth in
the "State Road 434 Corridor Vision Plan: New Development Area" standards shall first
apply, and if no standards exist in said ordinance, then other applicable City Code provisions
shall govern development of the property.
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2.4 This Agreement does not and cannot exempt any real property from complying with
state or local law or ordinances relating to platting, environmental permitting, wetlands
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regulations, stormwater, or other matters nor any development issues not directly addresse~
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3.
Enhanced Landscaping. Sidewalks. Wall. and Retention Ponds.
The development of all or any part of the real property described on Exhibit "A" shall be subject to
the enhanced landscaping including berms and meandering sidewalks (to the extent such meanders
and additional width are allowed by the Florida Department of Transportation (DOT)), as set forth
on the Master Development Program for Tuscawilla Tract 15, Parcel I-B (Sheets 2 & 3), dated
December 23, 1997, and revised February 23, 1998 and March 4, 1998, prepared by Bower-
Singleton and Associates, Inc. (hereinafter called the Mater Development Program), and on file with
the Office of the City Clerk, Win,ter Springs, Florida. The enhanced landscaping to be provided by
and at the cost to the Property Owner per the terms and conditions of the following:
3.1 The enhanced landscaping specified herein shall be provided by the Property Owner
or his heirs, assigns, successors, or agents, as a condition of development of the property and
at the time of installation of other site related improvements for each parcel created from the
real property described on Exhibit "A" of this Agreement.
3.2 The Hess site described on Exhibit "B" shall be subject to and comply with the
landscaping specifications set forth on the Master Development Program, on file with the
Office of the City aerie, Winter Springs Florida, as a Final Engineering Permit condition for
site development of said parcel.
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3.3 The City agrees that the enhanced landscaping together with a six foot masonry wall
at or along the rear (south) boundary of the property described on Exhibit "A" in the Mastt}",
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Development Program separating the commercial property from the adjacent residentii
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property to the south are acceptable buffers in consideration of the intent of the State RocfcP
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434 Corridor Vision Plan New Development Area Ordinance, constraints of the site arrd1
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potential impact on the surrounding properties.
3.4 Landscape and wall construction plans shall be incorporated into the construction
documents, Failure of the Property Owner or his assigns to install the landscaping and six (6')
masonry wall (as lots are developed), agreed to and required by this Agreement shall be a
breach of this Agreement and shall constitute a basis authorizing of the City to withhold
issuance of permits, and/or certificates of occupancy, until the landscaping and wall
construction obligations, ~mposed by this Agreement are fully complied with.
3.5 This Agreement obligates the Property Owner to install a meandering six (6') foot
wide sidewalk along the State Road 434 frontage of this property as shown on the Master
Development Program. The City acknowledges that the landscape design depicted on Sheet
3 of the Master Development Program requires use ofD.O.T. State Road 434 right-of-way
and modification of D.O. T. sidewalk placement and width requirements and therefore is
subject to review and approval by the D.O.T. It shall be the Property Owner's obligation to
obtain said approval with the cooperation and assistance of the City.
In the event this
cannot be accomplished, the design shall be modified and all landscaping will be constructed
south of the road right-of-way within the Property Owner's property with the sidewalk being
constructed by F.D.O.T.
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3.6 Retention ponds shall not be constructed at a slope steeper than four (4) horizontal to one (1)
vertical.
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3,7 Property Owner agrees to comply with all landscaping requirements of the SR 434 Visionin~ ~
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Sign Design Requirements.
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As mutual consideration by and between the City and the Property Owner the sign age for the entire
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property described on Exhibit "A" shall be in accordance with the design and specifications per the
Master Development Program, Sheets 2 and 3.
4.1 As to the entire property on Exhibit "A", the uniform design signage fronting on State
Road 434 shall be that size, bulk and height and design as set forth on Sheet 3 of the Master
Development Program and shall be constructed by the Property Owner or successors in
accordance with the afore!TIentioned plans. The City agrees to the number and placement of
signs as depicted on Sheet 2 of the Master Development Program.
4.2 As to the Hess site (Exhibit "B") the building signage and internal site sign age shall
be that set forth on the uniform sign plan on file with the City, as pages A-I (dated December
10, 1997) and Page CE-I (dated January 23, 1998) by Metsky-Zuckerman, Architects and
Plariners. Building and internal site signage shall not exceed 193,5 square feet of copy space.
Ground mounted signage shall not exceed a total of 110 square feet of copy space. The City
acknowledges that the Hess site signage exceeds the square footage area allowed under
Ordinance No. 675 in Section 20-454 but permitted in Sections 20-458 and 20-459.
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5.0 Setbacks for Parcell-B of Tract 15.
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The building setbacks for the Property described on Exhibit "A" shall be fifty (50) feet (except on the ..::-
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of State Road 434 in recognition of the enhanced landscaping for said site. The setback for all ot~r
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amenities (other than buildings) shall be twenty five (25') feet from the State Road 434 Right ofvjfty
and fifteen (15) feet from Vista Willa Drive. In the event of a default by the Property Owner in the
installation of the landscaping to Tract IB per the Master Development Program or failure to
maintain said landscaping, as required by City Code, then the setbacks pursuant to City Code shall
apply to said Tract or part thereof
6.0 Hess Site (Exhibit "B ") Design Amenities. The Property Owner has agreed that the
building design for the Hess site is modified to provide that the green stripe around the building
(generally parallel to the ground) will not be back lit with artificial lighting.
7.0
No Carwash Land Use on Tract 15. ParcellB
TheProperty Owner agrees that
notwithstanding the land uses permitted in the Settlement Agreement, no approval for a carwash shall
be sought or permitted on the property described on Exhibit A of this Agreement. '
8.0 Property Owner's Association.
There shall be a mandatory Property Owner's Association responsible for the ongoing maintenance
of the landscaping, roads, retention ponds, amenities and other common areas and facilities.
9.0 Grace PeriodlTime to Cure.
In the event the City determines the Property Owner or Successor is not in compliance with the
landscaping installation as required by this Agreement, or fails to maintain the landscaping as required
by City Code, the City shall provide written notice of violation to the Property Owner of the subject
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parcel or parcels, stating the specific nature of the violation and the corrective actions to be taken to
cure said non-compliance. The Property Owner shall have thirty (30) days from receipt of said notic~~
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in which to cure the violation before the City can declare a default under this Agreement. fT1 i'.)
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10.0 Pursuant to the requirement of state law, the parties acknowledge and agree. ~
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(a) Duration of Agreement. This Agreement shall be recorded in the public rec~ds~
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of Seminole County at cost to the Property Owner and shall be a covenant running with the CO
land.
(b) Development issues. Development issues shall be those permitted. and controlled
(such as building height, permitted uses, parking requirements and other development
standards by existing City Code, including Ordinance No. 675 and the Settlement Agreement,
except as said site development standards are specifically modified herein.
(c) Agreement Consistent with Comprehensive Plan. The City commission, and the
local planning agency, have found that the land uses and development proposed are consistent
with the City's Comprehensive Plan. By entering into this Development Agreement, the City
Commission finds this Agreement consistent with the City's Comprehensive Plan.
(d)
Compliance 'Yith Other Laws.
The . fai1u.~e of this Agreement to address a
particular permit, condition, term or restriction shall not relieve the Property Owner of the
necessity of complying with the law governing said permitting requirement, condition, term
or restriction.
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11.0 Enforcement/Venue.
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to interpret or enforce the provisions of this Agreement.
County, Florida,
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This Agreement shall be recorded in the Public Records of Seminole County, Florida and shall be \.0
binding on the heirs, assigns or successors to the Parties to this Agreement.
DONE AND AGREED on this \ r:, rN day of A PP. \ \...
WITNESS
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STATE OF FLORIDA
COUNTY OF O/?/9NQ'r
, 1998.
PROPERTY OWNER:
The foregoing instrument was acknowledged before me this / 31"Lclay of ~A"/c::. ,
1998 by Robert Yeager, as Trustee. He i personally known to ,er ha~ produced
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OTAR PUBLIC, STATE OF FLORIDA
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My commission expires
....i?,:':H:;;-. JULIE SUlliVAN
!:f~t:l MY COMMISSION' CC 634294
?.~ !:: EXPIRES: AprIl 8. 2001
"::'.P.'_"o;:-.;(,'''' Bonded Thru Nowy Publlc lJnclerwI1lm
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CITY CLERK
STATE OF FLORIDA
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CITY OF WINTER SPRINGS
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The foregoing instrument was acknowledged before me this ~ay of. 1998, by
Paul P. Partyka, Mayor of the City ofWmter Springs, Florida He is sonally kno-MltO m or has
produced as identification.
THIS INSTRUMENT PREPARED BY:
Robert D. Guthrie
Kruppenbacher & Associates, P.A.
P.O. Box 3471
Orlando, FL 32801-3471
eJ-L
NOTARY PUBL
Print~
My commission expires
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My Commission CC461597
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DESCRIPTION.
Co~nCG OT ~h9 North9o~~ eorne~ 01 S9c~lon 8. Townsnlp 21 S~u+h.
Ranoe 31 Eo&t. Semlnolo County. Flo~lda. Thence run S 00-24'55. ~
alcnQ the Eos~ I Ine o~ the Nc~theost 1/4 oT sold See+lon a Tor P1
distance 01 205.56 ~GGt to the NOr+h~~ly RrQht-o~-WOy I rn~ of +hVC
~oke Cho~m Branch o~ +ho Seoboard Cooa+ LTn$ ~oll~ood (100' R/W'5:
+honce run N S~-34'S7- W alonQ ~old Northorly RrQh~-o~-Woy I In~
~or 0 d(&+onob 01 Z9~.14 1eeT TO 0 potn+ on 0 CUrV9 concov.-
SOU+hw63+erly having a ~odlu& o~ 1959.19 ~oe+ ond 0 chord beorln~
oT N 66.56'09~ WI ~hence run No~+hwes+erly olanO The arc oT SQI~
eurvo ono sofd NorThe~ly RIQhT-O~-Way 11n9 ThrOUO~ a c9ntro~
0"010 01 2a.44'IOH Tor 0 dra+onco 01 845.$3 ~oo+ +0 the poln+ oT
+dnoenCYI Thence run N '9-le'14~ W Olono sold NorTherlY ~IOh+-oT-~
Woy lIne for 0 dls+ance of 691.2& 1ee~ +0 ~hQ poTnt of cUrv~U~$
oT 0 curve concoye South~osterly hav/no a radIus OT 2612.09 ~ee+,
th~nce run Nor~h~.3+Qrly ~'on9 +~~ Q~C o~ acId Qvrvo and eofd
Norfhe~ly RIQhT-O~-WOY lIne +hrouoh 0 centrol ongle oT 11-4&'3S~
~or a dI8~onc~ o~ 536.92 Teet +0 the ~oln+ o~ tongency. fhenee
"'un S 88.5S'Oa~ W ,olonQ sold Nor-therly R-rgh't-o-(-Ytoy lIne Tor 0
dfs+once oT 3&,48 -(ee~ +0 'the EOGTerly RloMt-o~-Woy lIne OT
vra+QwfllO Orlve ond 0 ~oln+ on a eu~vo coneoy.
SOu+heos+arly hovlno 0 rodYu8 oT 460.00 Tee+ ond 0 chord beorlnQ
o~ N 44-53.28- E. thence run NortheaSTerly olono the orc OT sold
CU~ve and aold Eaa+erly Rloh+-oT-~oy I rne +hrouoh 0 centrol angle
OT 69'00.'S- for 0 dlstonce oT 554.01~ee+ TO the pol~+ oT re~e~ae
curvo+u~e of 0 C~VQ concav~ Nor+hwS~+arly ho~'na 0 rOdlU$ O~
790.00 -feeT ond 0 chord bec~rn(l 0+ N d4.S0'SO.' Eo. +honco run
Nor+heos~erIY olono the orc OT sol~ curve cnd ,sold Eos+erly
Rfgh+-oT-Woy IIno +h~ouOh 0 cen+rol ooole of 69-0S'JJ- 1ar 0
dr~+onCe o~ 9S2.65 TOOT ~o the POJNT O~ BECINNING. Thence
con+ I nuo Nor+her I,y 0 I ono so I cd Eos+or-I y (.2 I Qh+ - oof - Woy I I n~ ond eo I d
CU~vq hovrnQ 0 radIus 01 790.00 ~eeT ond 0 chord b9orl~0 0+ N
OSA2Z'SI ~ E th~ough Q cen+r-ol ano(e o~ 09ASO'ZS- ofo~ ~ dt~+on~~
~~ 13S.~B ~ee~ +0 a pol~+ o~ non-ton~eney, thence run N O&-IO'16~
L olonQ $old easTqrly RrQh~~o+~YtOY I rne ~O~ 0 dr&ton~e o~
100.50 Te~+& ~he"co run N 00-27'38~ E olong ~ord E~~$rly ~IOh+-
o~.Woy lIne Tor 0 dre~QncQ of 214.99 ~ee+ +0 the poInT o~
CUrvQ~ure o~ 0 curve concov~ Sou~heo&+~rIY havIng Q rodrv~ o~
~S.OO Te~, ~honco run No~+hoo~~erly olonQ the or-c OT 50ld curVe
+hrOUQh 0 oon+rol ongle o~ 90-00'OOu for 0 df~TO"Ce OT
39.27 ~eeTI Thence ~un S S9.3Z'ZZ E olono 0 lIne thOT r8
25. 00 -fe~+ ,Sou'+n o~ and poroll e I. wI +h +ho South ~ I eh" .oT-l'ioy I I no
o~ S~ote Rood ~J4 Tor a dl~+onee o~ 404.5J Tee~l thence run N
OO-ZT'38~.E for 0 016+0ne9 oT 25.00 fee+ TO 6010 SoU~h RrOh+-~-
WOy 1 Inel Tho~ee ~un S a9.J2'22~ ( olong sord Sou+h ~IQh+-oT-WdY
I Ine ~or 0 Ors+once of 6J9.86 TeeT +0 The Wes+ RIOh+-o~-Wo~ , rne
O~ th& Block Hommock Branch o~ the Seoboard COOST LIne Rollroad.
+kenOb ru~ S 06A21'~8H W olong Gold WeST Rloht-o~~Woy line for a
distance o~ 502.&6 fee+. ThenCe 180~lno ~old West RIQ~f-of-Woy
line run N 59-32'22- W ~o~ 0 diSTance o~ IOJ9.J4 100+ +0 The
POINT OF BECtNNINC.
~ESSI RfQ~t-01-WoY 10r Eo&t.rn Bel+wcy per order aT tQklnQ ~rl&d
~~ 30. 1~91 In 01T'crol Recorda Book 2299. Pc~e 96~.
AND AL$O LESS , ~HE RIGHT OF WAY OF S.R. 434 AS D~FIN(D
IN T~E ORDER O~ TAKINC DAYEO ~RCH 24. 19$~. In O~Tlclol
Records Book 214'. Pooe 496. PUbl Ie Records ~
Seminole Coun+y. 'FlorIdo.
~ROM 407-426-7767
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LEGAL DESCRIPTION
BEING A PORTION OF LOT 19, PHIWP R. YONGE GRANT. AS RECORDED IN PLAT BOOK PAGE:
1, PAGES 35 THRU 38, PUBUC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE
PART1CULARL Y DESCRIBED AS fOLLOWS: '
FROM THE MOST NORTHEASTERLY CORNER Of VlSTA'MLU\ DRI\IE, AS RECORDED IN PLAT BOOK
47, PAGES 60 &: 61, OF THE PUBUC RECORDS OF SEMINOLE: COUNTY, FLORIDA, SAID CORNER
ALSO SEING ON THE MOST SOUTHERLY RIGHT-OF-WAY UHE OF' STATE ROAD 4.34, AS A POINT
OF BEGINNING, RUN S69'34' 4 1 -E ALONG THE SOUlHERL Y RIGHT-OF-WAY UNE ()f" SAID
STATE ROAD 4.34 A DISTANCE OF 250.00 FEET; THENCE DEPARTING THE SOUTHERLY RIGHT-OF
-WAY UNE OF SAID STATE ROAD 434 RUN S00"2S'19-W AT RIGHT ANGLES A DISTANCE Of
256.00 FEET; n;ENCE N89"J4'401.W PARALU:L 'M1H THE SOUTHERLY RIGHT-Of-WAY UNE
OF SAID STATE ROAD 434 A DISTANCE OF 254.89 FEET TO AN INTERS(Cll0N 'MTH THE
EASTERLY RlQiT-Of'-WAY UNE OF' SAID V1STA'MLLA DRIVE: RUN THENCE ALONG 1l-lE:
EASTERL Y RIGH T -OF - WA Y UNE OF SAID VlST A'MLLA DRIVE: TrtE FOLLO'MNG COURSES AND
DISTANCES: N06"OS'SO"E A DISTANCE Of 4-8.97 rEET TO A POINT OF INTERSECTION
AS SHOWN ON SA/O, V1STA'MLLA DRIVE PLAT. n-lE:NCE N00-:28'4-S"E A DISTANCe: OF
207.28 FEET TO THE POINT OF' BEGINNING.
CONTAINING 1.47 ACRES MORE OR LESS.
FROM 407-426-7767
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ATTACHMENTE
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May 16, 2000
To:
Community Development Director
Assistant to the City Manager ~.
S~ff ~
Land Development Coordinator
From:
Re:
Development Review Committee
Final Engineering for Burger King
The Development Review Committee convened on May 16, 2000 to consider the final
engineering for Burger King. A Cornwith, R Henson and T. Walter represented the project.
Staff members present were Cook, Dallas, Greenwood, Hall, Lallathin, LeBlanc and Tolleson.
Please see attached Staff comments.
Other items discussed:
1) The property must be platted prior to the issuance of a Certificate of Occupancy,
2) The monument sign to be erected on the property must meet the guidelines of the
Tuscawilla Tract 15, Parcel I-B Development Agreement. This requirement will be
satisfied at the time of sign permit application.
.-/" .
ADDENDUM
May 18, 2000
To:
Community Development Director
Assistant to the City Manager
Staff /JC)
Land Development Coordinato~
From:
Re:
Addendum to the Land Development Coordinator Memo dated May 16, 2000
Subj: Development Review Committee
Final Engineering for Burger King
Omitted from the above referenced Development Review Committee review of the final
engineering for Burger King was the motion as it relates to the project.
Lallathin moved that the project be favorably forwarded to the Planning and Zoning Board and
that the Board favorably forward this to the Commission - seconded by Tolleson. All voted aye.
-
(
CITY OF WINTER SPRINGS, FLORIDA
1126 EAST STATE ROAD 434
WINTER SPRINGS. FLORIDA 32708-2799
Telephone (407) 327-1800
Community Development Dept.
Planning Division
MEMORANDUM
TO:
)
/
/'
Thomas Grimms, AICP Comprehensive Planning/Znning C~~' _
May 16, 2000 -.
Don LeBlanc, Land Development Coordinator
FROM:
DATE:
RE:
Burger King
At the last DRC meeting I made my observations about the proposed signage for Burger
King not meeting regulations.
The letter dated April 17, 2000 to you from Thomas Walter indicates that the signage for
Burger King will be in compliance with City regulations.
I have no further concerns with the Burger King plans as presented,
{"'"
04/1i/00 11:23
13'9H 365 5..1..16
P.~R WALTER GR
@OOl
.
BRENT A. PARKER AR7:299
THOMAS A. WALTER AR 7305
MICHAEL R. EDWARDS AR 13153
.
MANAGtMtNT
. PLANNING
April 17,2000
City of Winter Springs
Community Development Dept.
Planning OMsion
1126 East State Rd~ 434
Winter Springs, Florida 32708-2799
.ATTN: Don LeBlanc, Land Development Coordinator
Re: Burger King Signs @ St Rd. 434 & Vista Willa Drive
\
Dear Don:
In response to your letter of March 21, 2000, we have revised the proposed elevations
and signage for the above referenced project. Please see attached elevation drawings
ELEV - 1 and ELEV -2.
The Burger King logo wall sign has been relocated and dimensioned fourteen (14) feet
to the top to comply with Sec. 20-454 (d)(4) City Code.
The new elevation has reduced the wail signage to one (double faced) 36. circular logo
at 7.07 sq. ft. per side for a totaJ of 14.14 sq. ft. I which is less than the permitted 18 sq.
. fl for a building of less than 50,000 sq. ft. .
The overall building height of the main portion of the building is 15' 5 ~. and the
playground is at 21' 10 ~..
If you need any further information please call me at 941-366-2477.
Very truly yours,
___dL- It, W~ -; At#
Thomas R. Walter
Vice President
tl8K-Corp-ProjeaslWinlec ~OIlS .Q4\COfT~ooroeoce\Sign1lge Ietlec.tloc
2 NORTH TAMIAMI TRAIL - SUITe 2Q6 . SARASOTA. FL 34236
www.O""9.net - erna~: pwg@homa.com . FAX-36S.S4A6 . 941-3(36-2477
en-
April 28, 2000
CPH Engineers, Inc.
1117 E. Robinson St., Suite C
Orlando, FL 32801
Phone: (407) 425-0452
Fax: (407) 648-1036
wwwcphengineers,com
Mr. Don LeBlanc
City of Winter Springs
1126 East SR 434
Winter Springs, Florida 32708
DP.
.L~.
Review of Burger King Re-submittal Package
Submittal Dated April 18, 2000
CPR Job No. W049l.05
Dear Mr. LeBlanc:
We have reviewed the plans and response letter submitted by Design Service Group for
the proposed Burger King to be located at the intersection of SR434 and Vistawilla
Drive. We have reviewed the plans to insure that the project engineer has complied with
the comments generated by the City on March 30,2000.
Based upon the infonnation submitted, all of the noted comments have been addressed.
Therefore, we recommend that this project proceed through your approval process.
If you have any questions regarding this review, or if we can be of any further assistance,
please feel free to contact me at 425-0452.
Project Manager
SANFORD . ORLANDO . DELAND . PALM CITY . CAPE CORAL . JACKSONVILLE
:.-
CITY OF WINTER SPRINGS, FLORIDA
Gode Enforcement
1126 EAST STATE ROAD 434
WINTER SPRINGS, FLORIDA 32708-2799
Telephone (407) 327-1800
Fax (407) 327-6695
MEMORANDUM
DATE:
April 2&, 2000
RE:
Don LeBlanc, Land Development Coordinator
Jimelle Cook, Code Enfo,cemcnt M,,""W@)
Burger King project
TO:
FROM:
I have reviewed the above-referenced pr~iect and offer the following;
The trees specified on the plan are targe-sized canopy trees that will enhance the property. It is suggested
that trees are tagged at the nursery as soon as possible to ensure that the quality of tree specilied is
available at time of planting, A grade of Florida Grades and Standards I orbeller is required for all trees.
and shrubs. If desired, we can do an inspection of Ule material before it is installed to ensure tlmt the
quality is up to standards.
~
Donald LeBlanc
From:
Sent:
To:
Subject:
Kimberley Hall
Thursday, April 27, 20008:47 AM
Donald LeBlanc
Burger King
To: Land Development Director
From: Kim Hall
Date: April 27, 2000
RE: Burger King, Revised Engineering
I have no additional comments for this project.
'.
C"
WINTER SPRINGS
FIRE DEPARTMENT
102 NORTH MOSS ROAD
WINTER SPRINGS, FLORIDA 32708
TELEPHONE: (407) 327-2332
FAX (407) 327-4750
MEMORANDUM
To:
From:
Date:
Subject:
Donald LeBlanc, Land Development Coordinator
Timothy J. Lallathin, Fire Chief J~ ! /~
April 25, 2000
Burger King, SR 434 and Vistawilla Drive, Revised Engineering
(sealed April 18, 2000)
The Fire Department has reviewed the plans on the above referenced site plan as
signed and sealed April 18, 2000. The Department has no objections to the plans as
submitted as the plans pertain to Fire Department requirements.
No additional comments are required at this time.
cc: Deputy Chief O'Brien
.'1"
MEMO FOR RECORD
March 7, 2000
Land Development coordinator~
From:
Re:
Final Engineering
Burger King
I have no further comments to offer on this project.
-,
'-'
Memorandum
-:~::~::>"'::::~::':;::::::;::;:;:;::::~~JX:: ::~ ::g;:.:':::::~>~X;:"::;:::::':':':-: ..... ._._." _ _.....'.._.> ',"_'," ...._::.:::.:,~
cc:
To: Don LeBlanc, Land Development Coordinator
From: Don Houck, Building Official
Date: 03/02/00
Re: Burger King Final Engineering
~
No further comments.
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ATTACHMENT F
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CITY OF WINTER SPRfNGS
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR IvlEETING
JUNE 7, 2000
I. CALL TO ORDER
The Planning And Zoning Board/Local Planning Agency Regular Meeting was called to
order Wednesday, June 7, 2000, at 7:02 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
Chairman Carl Stephens, Jr., present
Vice Chairman Marc Clinch, absent
Board Member Tom Brown, present
Board Member Bill Fernandez, absent
Board Member Rosanne Karr, present
Also Present
Mr. Anthony A Garganese, City Attorney arrived at 7:07 p.m.
Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator
Mr. Don LeBlanc, Land Development Coordinator
Approval Of The May 3, Planning And Zoning Board/Local Planning
Agency Meeting Minutes
MOTION BY BOARD MEMBER BROWN. "I MOVE THAT THE MINUTES OF
MAY 3, 2000 BE ADOPTED AS CmCULA TED BY MAIL" BOARD MEMBER
KARR SECONDED WITH AN AMENDMENT. "ON PAGE TWO THE
MINUTES SHOULD REFLECT THAT WE APPROVED THE APRIL 11, 2000
SPECIAL MEETING MINUTES BY MAIL." DISCUSSION.
VOTE:
BOARD MEMBER KARR: AYE
CHAIRMAN STEPHENS, JR.: AYE
BOARD MEMBER BROWN: AYE
MOTION CARRlED.
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CITY OF WINTER SPRINGS
MINUTES
PLANNING AND ZONING BOARDfLOCAL PLANNING AGENCY
REGULAR MEETING - JUNE 7, 2000
PAGE20F6
II. REGULAR AGENDA
A. First Baptist Church of Winter Springs - Proposed Site Plan
(Informational).
Mr. Don LeBlanc, Land Development Coordinator explained that the Agenda Item is
being presented to this Board for informational purposes only; that First Baptist Church is
planning to build in five (5) phases; and that no action is needed from the Board at this
time.
Mr. Anthony A. Garganese. City Attorney arrived at 7:07p.m.
Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator departed at
7:07 p.m.
The Board discussed that since the plans are only conceptual they do not meet Code
requirements at this time; the location of the property and the entrances of the church; the
concern for traffic being able to "cut through" the parking lot; and if the church is
currently in existence.
Mr. John Bush, 21 Tarpon Circle, Winter Springs, Florida: explained that he is the Co-
Chairman of the Building Committee; attending with him are Kathy Rand, Church
Secretary and the Engineer, Tom Skeleton of American Civil Engineering; that their
"Objective is to do what they are suppose to do"; that the City's Arborist has "Already
been out there walking the property with us" and that they hope to break ground by the
end of the year.
The Board inquired if the church had plans for a pre-school on the property? Which Mr.
Bush explained that only Sunday school classes will be held; and he then took a
photograph of the Board for their Web page.
B. Burger King Store - Final Engineering Plans.
Mr. LeBlanc explained that the location of the restaurant will be east of the Hess Station
at Vista willa Road; that the plans, as presented, meet all of the code requirements; and the
Staff's recommendation to approve Burger King's final engineering plans.
Members of the Board asked if Staff has received any response from the residents, which
(there was none); the amount ofland between Burger King and the Cross Seminole Trail
Trail; whether there is a "radius" off State Road 434. Mr. Leblanc informed the Board
that 7/Eleven will not be coming into the City.
L ,,~.. ,f
;/
CITY OF WINTER SPRINGS
MlNlITES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING - JUNE 7, 2000
PAGE 3 OF6
Mr. Ron Hanson, Design Services Group: informed the Board that he is the Project
Engineer and spoke of the "Existing drive that they will be using"; and that the entrance
on State 434 will only allow right turns.
Board Member Tom Brown stated for the record "The traffic plan that we have for the
City has a red light at Vistawilla, some day. Like I say at every meeting when the death
toll reaches a certain number, then they put the red light in. Now what you're going to
have here, okay, and I just want it on the record that I know and I understand it because
I've seen it throughout Orlando because they're still twenty-five years behind where they
are in their building and nobody is using their heads. If I'm coming from Winter Springs,
I'm coming down 434 and I make the light and somebody in front of me wants to turn in
there and that would be more used than the back entrance, I can tell you that. Because
you got the same thing as Kash N Karry, you've got resentment by the people that live
there that all these commercial places are going in, and like Don said, there is nothing you
can do about it. It was agreed to in a court action and its going to happen but that doesn't
make it safe for that comer, and that is why I asked about that radius and I know you
can't do anything. I don't know who talks to whom, I'm glad the City Attorney is here
tonight, because that is going to be our next round, the accidents that we are going to be
getting along in that area, probably. I don't know what can be done to make anybody do
anything about that, but I know I won't come in on Tuscora now at all. I go down - it's
too dangerous to try and slow down because they are coming through there like a bolt of
lighting. They don't care what the speed limit is, they come along there - the average car
that goes by there is in the sixty to seventy miles an hour range. You could check with the
police because they pick them up just like that, I know they do, they love it. They sit right
past where you are going to build here, I just want it on the record, those curves, I don't
know why they don't have that lane to get over to the right to off of there because - and
you are going to get more traffic up there than you do in the back, I think. I think you
will."
Discussion ensued concerning whether Burger King must abide by the 434 Corridor plans
which are being met; that drive-up windows may not face State Road 434; and that Burger
King is meeting all the City's Code requirements.
MOTION BY BOARD MEMBER KARR. "I'LL MAKE THE MOTION THAT
THE PLANNING AND ZONING BOARD FAVORABLY FORWARD THESE
PLANS TO THE CITY COMMISSION FOR THEIR ACTION CONTINGENT
UPON THE PROPERTY BEING PLATTED PRIOR TO A CERTIFICATE OF
OCCUPANCY BEING ISSUED." BOARD MEMBER BROWN SECONDED.
DISCUSSION.
.. l. :r
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CITY or WINTER SPRINGS
MINUTES
PLANNING ANI> ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING - JUNE 7, 2000
PAGE 4 OF 6
VOTE:
CHAIRMAN STEPHENS, JR.: AYE
BOARD MEMBER BROWN: AYE
BOARD MEMBER KARR: AYE
MOTION CARRIED.
Mr. LeBlanc departed at 7:25p.m.
The Committee discussed the safety issues of not having a right turn lane on State Road
434.
Mr. Crimms returned at 7:28 p.m.
The Chairman requested, if there were no objections that they proceed to By-Laws to
accommodate Mr. Garganese's schedule.
.:. .:. AGENDA NOTE: THE FOLLOWING ACTION ITEMS WERE
DISCUSSED, AS DOCUMENTED. .:. .:.
III. ACTION ITEMS
C. By-Laws
Mr. Grimms informed the Committee of the new category, "Action Items" on the
Agenda; and that he extended an invitation to the City Attorney to discuss the By-Laws.
Discussion ensued regarding that the City Attorney, Anthony Garganese was going to
concentrate on one specific area of the By-Laws"; the history of the By-Laws; that
Committee Member Brown will get Mr. Grimms a copy of the "minor changes" that the
former City Attorney suggested; and that the quasi-judicial procedure should be adopted
for the City Commission and not for the Planning and Zoning Board/Local Planning
Agency. The Board thanked Mr. Garganese for coming to the meeting.
Mr. Grimms explained that the Land Development Regulations were updated in the past
but needed to be reviewed by this Board, and the City Attorney prior to going before the
City Commission; that he will get a copy of Ordinance 2000-19 to the Board Members;
that a Special meeting of the Planning and Zoning Board/Local Planning Agency will be
held on June 14, 2000 in the East Conference Room at 7:00 p.m.; the Agenda for the
Special Meeting; and the Board inquired about the status of the City's Web-site.
City A ((orney Anthony A. Carganese departed at 7:4/ p.m.
. I
ATTACHMENT G
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.STATE ROAD 434 & VISTAWILLA DRIVE
~fPd(Q)JJ~CCIJ ~(Q)D ~~c@~$
CITY. OF
INTER SPRINGS
lEGAL DESCRIPTION
UTiliTIES
WA 19 -' SEWER:
CITY OF WlNlER SPRINGS
1126 EAST STAlE 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. MAR11N NOSlE
FLORIDA POWER CORPORA 11 ON
2801 WEST STATE ROAD 426
OVIEDO. FLORIDA 32765
(407) 359-4420
CONTACT: us. BEA MAYS
FLORIDA PUBUC U11U11ES
830 WEST 6TH STREET
SANFORD. FLORIDA J2n1
(407) 322-5733
CONTACT: tAR. JU McKENNA
TIME WARNER CABLE
844 MAGUIRE ROAD
OCOEE. FLORIDA 34761
(407) 532-8509
CONTACT: MR. MARVIN USRY
THA T PORnON OF LOT 19, PHILLIP R. YONGE GRANT, ACCORDING TO THE PLA T
THEREOF AS RECORDED IN PLA T BOOK 1 PAGE 3S OF THE PUBLIC RECORDS OF '
SEMINOLE COUNTY, FLORIDA~' BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS:
COMMENCE A T THE INTERSECTION OF THE SOUTHERL Y RIGHT OF WA Y OF STA TE ROAD
434 (PER FLORIDA DEPARTMENT OF TRANSPORTA TlON RIGHT OF WA Y MAPS SECTION
NO. 77070-2517 PAGE 8 OF 1a) AND THE EASTERL Y RIGHT OF WA Y OF l1STA WILLA
DRIVE; ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47 PAGES
60 & 61 OF THE PUBLIC RECORD OF SEMINOLE COUNTY, FLORIDA,' THENCE RUN
SOUTH 89~4'41>> EAST, ALONG THE SOUTHERL Y RIGHT OF WA Y OF STA lE ROAD 434
A DISTANCE OF 2saoo FEET TO THE POINT OF BEGINNIN~. THENCE CONTINUE
SOUTH 89~4'41>> EAST, A DISTANCE OF 200.00 FEET; THENCE DEPARTING SAID
RIGHT OF WAY RUN SOUTH 00~S'19. KCSl; A DISTANCE OF 242.00 FEET; THENCE
RUN NORTH 89:34'41" WES7; A DISTANCE OF 200.00 FEET,. THENCE RUN NORTH
i00'25'19- EAST, A DISTANCE OF 242.00 FEET TO THE POINT OF BEGINNING.
;t/' ,e
t;;,. CONTAINING: 48,400.00 SQUARE FEET / 1.11 ACRES MORE OR LESS.
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lANDSCAPE ARCHITECT
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STEPHEN G. P A TEGAS
LANDSCAPE ARCHITECT
1425 BERKSHIRE AVENUE
WINTER PARK. FLORIDA 32789
(407) 622-4886
FAX: (407) 622-4887
BECHTOL ENGINEERING
&: TESTING. INC. '
605 W. NEW YORK AVE. SUITE A
DELAND. FL. 32720-5243
(904) 734-8444
FAX: (904) 734-8541
E-MAIL: bechtolOlag.net
CONTACT: THOMAS BECHTOL
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CONTACT: STEPHEN P A TEGAS. ASLA
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VICINITY MAP
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SURVEYOR
DONLEY &: ASSOCIATES, INC.
PERMITS
CITY OF WINTER SPRINGS COM,MERCIAL
REVIEW APPROVAL
ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT
(PERMIT MODIFICATION)
FLORIDA DEP AR'llAENT OF
ENVIRONMENTAL PROTECTION
(WATER &: SEWER EXEMPTION)
ARCHITECT
FLORIDA
INDEX OF SHEETS:
1
2
3
4
5
6
7
8
COVER SHEET
EXISTING CONDITION,S, &:. . CLEARING PLAN
SITE GEOMETRY &: UTILITY PLAN
PAVING. GRADING &: DRAINAGE PLAN
STANDARD DETAILS
SPECIFICA TlONS
LANDSCAPE PLAN
IRRIGATION PLAN
UAIE
PLANS STATUS
PRELIMINARY PLANS rJ
PERMIT PLANS ~
CONSTRUCTION 0
RF~ORn nRAWJNG n
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PREPARED FOR:
PARKER WALTER GROUP. INC.
PREPARED BY:
~~~.~g~c~u~~~~~g.~:~.~~~I!~C.
362A SOUTH GRANT STREET
LON GWOOD. FLORIDA 32750
(407) . 331-3773 ~.
FAX: (407) 260-0478 MIIY 1. 6 200ll
E-MAIL: des!gnsgOmlndspririg.com
CONTACT: RONALD HENSON II, PE
BURGER KING CORPORATION
420 EAST STATE ROAD 434
SUITE F
LON GWOO'D. FL. 32750
(407) 260-1818
FAX: (407) 260-1848
CONTACT: BILL DONLEY, P~S
1500 BEVILLE RD., STE 606/250
DAYTONA BCH, FLORIDA 32114
(904) 252-4131
FAX: (904) 254-5025
CONTACT: GARY L HARDMAN
ONE SARASOTA TOWER
2 N. T AMIAMI TRAil. STE. 206
SARASOTA. FL 34236
(941) 366-2477
FAX: (941) 365-5446
E-MAIL: pwgG1ome.com
CONTACT: BRENT PARKER
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CONC - CONCRETE
EL/ELEV - ELEVA TlON
EP - EDGE OF PA VEMENT
ELEC - ELECTRIC
FL -' FLOW LINE
FOOT - FLORIDA DEPARTMENT
r,'!, OF TRANSPORTA TlON
INV ~ INVERT
LB - LICENSED BUSINESS
LS - LAND "SURVEYOR
MEAS - MEASURED
OR - OFFICIAL RECORDS BOOK
PGS.- PAGES
PVC - POL YVlNYLCHLORIDE PIPE
RCP - REINFORCED CONCRETE PIPE
R/W - RIGHT-OF-WA Y
fl - CENTERLINE
LEGENO:
-0 'f",'SITE BENCHMARK
; @ :t:TORM MANHOLE
(ID~;'STORM MANHOLE
'. @ f~LECTRIC MANHOLE
. @'~~~~REASE MANHOLE
CD;r7!LEPHONE MANHOLE
1:8:)'; TELEPHONE CABINET
". FIBER OPTIC CABLE MARKER
+ 100.0 SPOT ELEVA TlON
rXl WA TER VAL VE
* CONCRETE LIGHT POLE
8 ELECTRIC RISER
~ UTILITY POLE/GUY ANCHORS
* FIRE HYDRANT
II WA TER METER
-0- ROAD SIGN
'_91- EXIS77Nq CONTOUR
'-7V- BURIED CABLE TELEVISION LINE
--o7L- OVERHEAD TRAFFIC LINE
- p - BURIED POWER UNE
- W - BURIED WA TER LINE
- S - BURIED SANITARY FORCE MAIN
-OP- OVERHEAD POWER LINE
o OAK TREE (DIAMETER INDICA TED)
a CREPE MYRnE (HEIGHT INDICA TED)
. SET NAIL tk DISK (LS 5381)
.. FOUND 4"x 4" CONC MONUMENT
@ FOUND NAIL ct DISK LS5205
~ FOUND NAIL WITH DISK
X FOUND" X ,. CUT IN CONCRETE
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1. SEDIMENT BASINS AND TRAPS, SEDIMENT BARRI~RS 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.
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS
A T THE TIME OF CONSTRUCTION AND BE CONST~UCTED PRIOR TO ANY GRADING OR
DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER
SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM
FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL G~ADE BUT WILL REMAIN UNDISTURBED
FOR LONGER THAN 30 DAYS. PERMANENT ST Al3IL1ZA TION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL StOCK PILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE
PROJECT SITE.
5. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE
INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED
IMMEDIA TEL Y.
6. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR
CHANNEL. ALL STORM SEWER INLETS THAT ARt MADE OPERABLE DURING
CONSTRUCTION SHALL BE PROTECTED SO THAT $EDIMENT -LADEN WATER CANNOT
ENTER THE CONVEYANCE SYSTEM WITHOUT FIRSI BEING FILTERED OR OTHERWISE
TREA TED TO REMOVE SEDIMENT.
7. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES
MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER,
OWNER, AND lOR CONTRACTOR SHALL BE CON TI f>.Ju ALL Y RESPONSIBLE FOR ALL
SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN
WORKING CONDITION AT THE END OF EACH WORKING DAY.
8. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,
PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING
ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC 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 SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
THIS MANNER.
9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
MEASURES ARE NO LONGER NEEDED. DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO
PREVENT FURTHER EROSION AND SEDIMENTATION.
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TYPE III SILT FENCE
Note: Silt Fence to be paid for under the contract unit price for staked Silt Fence ( LF ).
EROSION CONTROL DETAIL
(FOOT INDEX #102)
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Wood 2 1 12" Min. D. SECTION
Wood 2" x 4"
00 k 1 1 12" x 1 1 12"
Steel 1.33 Lbs/Ft. Min.
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SA W CUT c!c REMOVE EXISllNG
( / CURB TO UMITS SHOYfN,
EXISllNG TREE TO BE PRESERVED.
\ BARRICADE TREE AND MAINTAIN
) THROUGHOUT CONSlRUCllON.
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NOTE:
WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING
DEMOLITION OR GRADING OF THE SITE, THE ROOTS MUST BE CUT
OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE CONTRACTOR/
DEVELOPER SHALL MINIMIZE THE DAMAGE TO EXISTING ROOT SYSTEMS.
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BARRICADE TREES DESIGNATED TO BE PRESERVED
& CI.E-A~, GRUB AND GRADE TO LIMITS SHOWN.
/MAINTAI,N EROSION & SEDIMENT CONTROLS
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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.
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DESIGN
DATE
99053A
JULY, 1999
SCALE
1" = 20'
SHEET
2 OF 8
(ROAD UNDER CONSTRUC770N)
STA TE ROAD 434 (135' R/W)
SITElJATA
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APPLICANT PROPOSES TO CONSTRUcr A 84 SEA T RESTAURANT WITH A DRIVE- TlIRU SERVICE
FACILITY ON PARCEL 1. SITE IMPROVC",ENTS INCLUDE PARKING, LANDSCAPING, AND
CONNECI'ION TO WATER, SEWER, AND STORMw A TER SERVICES. STORMW ATER MANAGEMENT
.HAS BEEN PROVIDED OFF-SITE IN A "MASTIIt" STORM WATER FACILITY.
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EXISTING ZONING:
PUD - PLANNED UNIT DEVELOPMENT
STATE ROAD 434 CORRIDOR
1503 EAST S. R. 434
}--
QrlASS MEDIAN
3.
SITE ADDRESS:
SITE AREA:
':>
o\'--~
Ct:
l..:Lj
.(L
::'f",;(~BBRE'~ TlONs...
~:, CONC ... CONCRETE
.... E'-/ELEV -' ~lEVA TlON
:;',,'EP - EDGE OF PAVEMENT
ELEC ..oJ ELECTRIC
FL - nOW LINE
FOOT - FLORIDA DEPARTMENT
OF TRANSPORTA TlON
INV - INVERT
LB - LICENSED BUSlN~SS
LS - LAND SURVEYOR
MEAS - MEASURED
OR - OFFICIAL RECORDS BOOK
PGS - PAGES
PVC - POL YV/NYLCHLORIDE PIPE
RCP - REINFORCED CONCRETE PIPE
R/W - RIGHT-OF-WA Y
f - CENTERLINE
LE'GEND:
,-0 SITE BENCHMARK
@ SroRM MANHOLE
@ STORM MANHOLE
~ ELECTRIC MANHOLE
@ GREASE MANHOLE
CD TELEPHONE MANHOLE
[8] 'TELEPHONE CABINET
. FIBER OPTIC CABLE MARKER
4.
1.11 ACRES
5.
BUILDING AREA:
3,992 SF
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C)
C)
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6.
PARKING:
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CD
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A.
NUMBER OF SPACES REQUIRED BY,CITY
@ 1 SPACE PER 100 SF FLOOR SPACE
NUMBER OF SPACES PROVIDED-
10' WIDE TYPICAL SPACES
12' WIDE HANDICAP SPACES
SUBTOTAL NUMBER OF SPACES PROVIDED:
LAND USE:
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1
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_II
fl
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,40SPACES
B.
...
47 SPACES
3 SPACES
so SPACES
2' STANDARD CURB
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7.
. EXISTING S' CONC WAlK
.IlU
A.
B.
. .
AREA
3,992 SF
% OF SITE
8.2%
BUILDING AREA
PA VEMENT, SIDEWALK,
DUMPSTER PADt ETC.
SUBTOTAL IMPERVIOUS AREA
LANDSCAPE AREA
TOTALS
UTILITIES:
-
-
-
-
~Ii
29.863 SF
33,855 SF
14.!45 SF
48,400 SF
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~
~
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(:)
~
61.8%
70.0%
30.0 %
100.0%
sa9"34'41"E
~
=~
MONUMENT SIGN m
2' VEHIa..E OVERHANG} 1Q
------------ --......-
C.
D.
82./11 '
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( 4) FIBER OPTIC CABLES
(2) COPPER CABLES
BERM
8.
WA 1ER S'VUBOl. LEGEND
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__[~~~~_ OWRHANG
A.
B.
WATER AND SEWER
OTHERS
CITY OF WINTER SPRINGS
SEE COVER SHEET
-------------------~
WATER UNE
FIRE H'mRANT ASSEMBLY
BLOWOFF
VALVE AND C I VALVE BOX
REDUCER
DOUBLE WATER SERVICE WI METERS
SINGLE SERVICE WI METER
10'
TYP.
9.
ONE HUNDRED YEAR FLOOD ZONE:
NO PORTION OF TIlE SITE LIES WITHIN THE bNE IIUNDRED YEAR FLOOD HAZARD ZONE. IT LIES
WITIlIN ZONE X PER FIRM MAP PANEL NO. 12117 COI5! E, DATED APRIL 17,'1995. THE NEAREST
FLOOD HAZARD ZONE IS 2,400 FEET NORTH~AST OF THE SITE AT ELEV A nON 10.0 MSL
STORM WATER MANAGEMENT:
STORM WATER MANAGEMENT FOR TillS SITE HAS BEEN PROVIDED OFF-SITE WITHIN THE
"MASTER" RETENTION SYSTEM. TIlE SllE WAS PERMllTED TO BE 75% IMPERVlOUSt
HOWEVER, ACTUAL IMPERVIOUS PROPOSEIJ IS LESS AT 70.0%.
soILS:
@
Co
....
~
~
I
I
10'
TYP.
20.6'
-4
o
DIRECllON AL SIGN
SEE DETAIL.
ASPHAL T
10.
I
~
~
~
+ 100.0 SPOT ELEVATION
WI!
[><] WA TER VAL ~
* CONCR~TE LIGHT POLE
[:J ELECTRIC RISER
~ UTILITY POLE/GUY ANCHORS
* ARE HYDRANT
Ill'iI WA TER METER
--.r- ROAD SIGN
-91-- EXlSTlNG CONTOUR
- TV- BURIED CABLE TELEVISION LINE
-071.- OVERHEAD TRAFFIC LINE
- p - BURIED POWER LINE
- w - BURIED WA TER LINE
- S - BURIED SANITARY FORCE MAIN
-OP- OVERHEAD POWER LINE
;,.
""
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'1.1
DIRECllONAL SIGN
SEE DETAIL.
~
~
C
~
DRIVE TERUINAll0N
SIGNS (SEE DETAIL)
~
"- DEAD END
SIGN (W14-1)
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(f)
II.
PER THE SEMINOLE COUNTY SCS SOILS SURVEYt ON-SITE SOILS ARE:
10 - MY AKKA FINE SANDS, LESS THAN 2%, SLOP~ HYDROLOGIC GROUP A
SETBACKS:
FRONT YARD
REAR
SIDE
SANITARY SVMI10L LEGEND
It
CD
b
""
10'
TYP.
11'
SAN SEWER UNE
DOUBLE SERVICE LATERAL
SINGLE SERVICE LATERAL
SANITARY MANHOlE
ClEANOUT
SEWER MAIN IN CONe ENCASEMENT
UFT STAllON
FORCE MAIN
11.
24'
I
2' VEHICLE OVERHANG
. .'~'. .' .:. ',. '. . :............ ..:...... 'e',"CONC' 'SlDE,wALK': ...:..' ,..'. . '. ..... .....
, ,.' ..: . './ ,; ". 24.'2" ~'PLA~TER'"'';:::''''' :',' : t:
. . . co . . . ..'
.- . 37.2"
.. ::. ~ CUSTOME
ad PLAYGROUND COURTESY
"" (SIDE) SPEAKER
50 FEET
10RET
10 FEET
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f- 2' VEHIa..E OVERHANG
I
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18'
t
13.
14.
mERE ARE NO JURISDICIlONAL BOUNDARY LINES ON mE SUBJEct PROPERTY.
NO CONSTRUcnON TRAFFIC TO GO TIIROUGII TUSCA WILLA. ALL TRAFFIC MUST ENTER THE
SITE FROM STATE ROAD 434 OR THE SERVICE ROAD.
NO ONSITE BURNING WILL BE ALLOWED. ALL TREES AND DEBRIS MUST BE PROPERLY DISPOSED
OF OFFSITL
THE BUILDING TO HAVE A FIRE SPRINKLER SYSTEM MONITORED BY A CENTRAL STATION
MONITORING COMPANY.
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15.
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o OAK TREE (DIAMETER INDICA TED)
a CREPE MYRTLE (HEIGHT INDICA TED)
. SET NAIL tk DISK (LS 5381)
. FOUND 4"'x 4- CONC MONUMENT
@ FOUND NAIL ct DISK LS5205
. A FOUND NAIL WITH DISK
X FOUND" X - CUT IN CONCRETE
23.2'
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PARCEL 3
ZONED: PUD
FUTURE DEVELOPMENT
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BK-2500-1'99
STOP ,BAR
TO BE
THERMO
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ZONED: PUD
PARCEL 1
HESS EXPRESS
FINISH FLOOR EL. 40.90
2-6- WIDE
THERMO YELLOW
STRIPES
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WillE REFLECT1VE TRAfFIC PAINT:
CHLORINATED RUBBER ALKYD. F'S TT-P-115.
TYPE II
ONSITE TRAFFIC ARROW
NTS
18'
It)
C\l
.
<:)
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30.x30- HIGH INTENSITY
STOP SIGN (R1-1) PER MUTCD.
STOP SIGN
NTS
COOLER
SIGN (R5-1) PER MUTCO.
DO NOT ENTER SIGN
NTS
SIGN (W14-1) PER MUTCO.
DEAD END SIGN
NTS
~
20'
STOP BAR DETAIL
NTS
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HANDICAP PARKING
SIGN SPACE (FlP-25),\
" . ~ WiEN ~QUIRED)
,,:::~ ::~'~~~'~~~':>' '::',,:, ..~..>~~..:. <';~;~,'~
CONC. DUMPSTER PAD W/
6' MASONRY WALL ENCLOSURE,
COLOR & ANISH TO MATCl~ /32'X75' lENPORARY EASEMENT
BLDG. EXTERIOR, SEE DET~ ~V~~~TU:;uJ.N~~~ODE~OPMENT.
rn- I
PROPOSED DRAINAGE
& UllUTY EASEMENT
35.0' @
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in PREVIEW
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.... ~
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DIRECllONAL SIGN
SEE DETAIL 6~
~
OVERHEAD CLEARANCE
SIGN.
STOP SIGN (R1-1)
PAINT: CHlORINAlED RUBBER ALKYD
FS TT-P-115. TYPE III. FACTORY
MIXED. QUICK-DRVlNG. NONBLEEDING.
COLOR PER LOCAl CODE
<4
4. BLUE
SlRlPING
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PARKING BY
DISABLED
PERMIT
ONLY
2-
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....
OL Y WATER SERVICE
...
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4.
EXISTlNG
ARE
HYDRANT
50:1
I
6"
--L
HANDICAP SIGN
NTS
12"
$250 , FINE
CITY ORD.
5'
~ NOTE:
~ PARKING STALLS SHALL BE MARKED WITH WIiITE
& BLUE PAINT PER FLORIDA ACCESSIBILITY CODE
SECT10N 4,6.1.
----------------------------
12'
o
o
o
C\J
<t. OF PARKING SPACE
EXlS!'NG~' CON~ WALK -
4' BACK OF SIDEWALK
(SEE DETAIL)
f--
;,.
I ,
HANDICAPPED SYMBOL DETAIL
NTS
..-t
~
en
(T)
LH
..-t
.
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c
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c
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en
. .'"''
. .~: MIAMI ~:8 .
ACCESS/BIL TY: A) IN ACORDANCE WITH THE
FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSlRUCllON. 4.1.3 SECT10N (1), DAlEO OCT. 1996.
AT LEAST ONE ACCESSIBlE ROUTE COMPL VlNG WITH
4.3 SHAlL CONNECT ACCESSIBLE BUILDING OR
FACILITY ENTRANCES Wln-I AU ACCESSIBLE
SPACES AND aDotENTS Wln-IIN THE BUILDING
OR FACILITY. DOORS ACCESSING THE
BUILDING MUST BE DEPICTED ON SITE PLAN.
RAMP DETAILS WITH SLOPE INFORMAllON
SHALL BE DEPICTED ON SITE PLAN.
e) THE LOCATION OF HANDICAPPED PARKING
STAlLS, LOADING ZONES. SIDEWALKS AND
RAMPS ON SITE SHALL MEET CHAPTER
2" CAlVANZED sm PIPE 316.1955 Of' llIE FLORIDA STATUES AND
SECTION 4.1.3 Of' n-IE FLORIDA ACCESSlBIUTY
CODE. CURB RAMPS SHALL NOT EXCEED 12: 1 SLOPES
PARKING SPACES AND AISLE SHALL NOT EXCEED
50: 1 CROSS-SlOPE. (TLO 11-26-96) 12-11-96
.HOli; (HANDICAP SIGN ONLY)
8- SlEEL PIPE wI <X>>aElE 1. ALL LETTERS SHAlL BE BLACK AND SHALL
FlL PAIlT TRAme 'rELlOW. CONFORM TO FOOT -ROADWAY AND TRAFFIC
DESIGN STANDARDS".
. .
. . .
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TOP-.J8.27 fH~
NWNV-.J5. ~
DNV-.J$. 4()
2' AIIAUI CilRB
4- OUlUNE WI 4- - 45. CROSS-STRIPING
o 5' O.C., COLOR: TRAFFIC YEllOW. -NO
PARKING- TO BE 24. LETTERING - YELLOW.
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:r
NOTE:
1. ALl. S04S SHOW SHAll. C<H'ORU TO
FOOT ROADWAY & 1RAfF1C DE9~
STANDARDS & r.am:o.
2. ALl. 9GNS SHOV4 SHALl BE
REflECTOAIZED (ENGINEERING ~) TO
SHOW H SAUE CdOR BY NIGHT AS
BY DAY.
3. ALl. 9GNS SHAll. BE SEaJRElY U<U41ED
ON GAlVANIZED STm. CHANtn POS1S.
4. INSTAll QUANTlTY AND AT L0CA1IONS
REQURED BY COOE (M PER He SPACE)
AND/OR AS N)lCATEO ON DRA'*GS
~ ALl. HNIlICAPPED SIGNAGE COOES.
5. HANDICAP SIGN TO BE FOOT FlP-25.
6. INSTALl. AUXll.l.ARY SIGN BELOW FlP-25
SIGN TO BE REFlEClallZED (EN<HERt4G
GRADE) IOCA 1WG fINE FeR W:GAl
USE IS 1250.00 (6"X 12- YflI1E
BACI(GR(lN). BlACK lEGEND & BCRlER).
7. INSTAL.lA1K>>4 tfJQtT rs SIGN SHALl BE ..
ACCORDANCE '1nt SEClIOH 24-23 CE WTm.
CD
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ABBREVlA nONS LEGEND:
G- GRATE. R- RIM. A- APRON, S- SlOT. W- M:IR. T- TOP, INV- INVERT. STR-
STRUCTURE. RCP- REINFORCED CONCRETE PIPE, ERCP- ELUpnCAL RCP, CMP-
CORRUOATED METAL PIPE. ALCMP- ALUMINUM ~P
~
INSTALL 4- DOUBLE CHECK
BACKFLOW PREVENTER (FIRE MAIN)
.. '
. . .. .,. .
. . .
. ..
. . .
. ,
. .
. .
'. SANITARY STRUCTURE SCHEDULE
. ... . . .
ENGINEER
:r
WET TAP EXISllNG 10-PVC WATER MAIN w/ 4- TAPPING
SLEEVE, VALVE & VALVE BOX. INSTALL 2- WATER SERVICE
Willi 1-1/2- POTABLE MElER, METER BOX & 1-1/2- REDUCED
PRESSURE BACK FLOW PREVENTER. INSTALL 1-1/2- IRRIGAllON
SERVICE, A 1- METER, METER BOX &-1- DOUBLE' CHECK BACKFLQW
PREVENTER. INSTALL BACKFL~~ A MINIMUM OF 3' BACK OF
CURB AND SCREEN\,TH LANDSCAPING.
\
No.
TYPE
TOP EL
INV EL
PIPE SIZE
MAY 16 200
RONA HENSON II, P .E.
DESIGN DRAFT CHECK
RMH DSG
PROJECT NO.
SANITARY
CLEANOUT
R 40.20 INV 36.60 (6-) A-B 30LF - 6-PVC SANITARY
LATERAL 0 1.0X
A
SANITARY
CLEANOUT
R 39.90 INV 35.42 (6-) E-F 37LF - 6-PVC SANITARY
LA TERAL 0 1.0X
E
:t
2. TOP PORllON OF SIGN SHAlL HAVE REFlECTOR/ZED
(ENGINEERING GRADE) BLUE BACKGROUNO WITH
WIiITE REFLECTORIZEO LEGEND AND BORDER.
3. BOTTOt.t PORllON OF SIGN SHAlL HAVE A
REFLECTORlZEO (ENGINEERING GRADE) MiITE
BACKGROUND Willi BLACK BORDER.
4. ONE SIGN REQUIRED FOR EACH PARKING SPACE.
5. HEIGHT Of' SIGN SHAlL BE .,. ABOVE GROUND
IN ACCORDANCE W1n-1 FOOT "ROADWAY AND lRAFFIC
DESIGN STANDARDS-.
ASPHAlT
PA\1NG
SANITARY
CLEANOUT
R 40.00 INV 36.30 (6-) B-E 88lF - 6-PVC SAN. LATERAL F
o 1.0'1 WI CLEANOUT 0 MIDPOINT
B
SANITARY
CLEANOUT
R 39.00 INV 35.05 (6-) F-S-MAIN 32LF - 6.PVC SAN.
LA TERAL 0 1.0X MIN.
990538
JULY, 1999
C SANITARY
CLEANOUT
(TRAI='. BEARING)
SANITARY
D GREASE TRAP
(SEE ARCH.
PLANS
R 39.75 INV 36.25 (6-) C-D 4c4LF - 6-PVC SANITARY
LATERAL 0 1.0X
SANITARY
CLEANOUT
R 3S.30 INV 34.62 (a-) REMOVE EXIST PLUG " EXTEND EXIS
S-PVC MAIN 12LF 0 0.40"" INSTALL
WYE FOR 6-LA TERAL & PLUG a-
DATE
EXISTItVC RETENTION POND ~'8~'
G
SCALE
J 1'-6" 1
HANDICAP SIGN POST
NTS
R 39.75
a-pvc SAN.
UAIN STUB
INV 34.57 (a-)
(PER AS-BUILt.
FIELD VERIFY)
1 u = 20'
H
SIGN NOTES
NTS
HANDICAP DETAIL
NTS
SHEET
3 OF 8
'0'"
"'~.
+
;:'~BBRF~ TlONs...
CONC - CONCRETE
EL/ELEV - ELEVA TlON
EP - EDGE OF PA 'lEMENT
ELEC - ELECTRIC
FL - FLOW LINE
FDOT - FLORIDA DEPARTMENT
OF TRANSPORTA TlON
INV - INVERT
La - LICENSED BUSINESS
LS - LAND 'SURVEYOR
MEAS - MEASURED
OR - OFFICIAL RECORDS BOOK
PGS - PAGES
PVC - POL YVlNYLCHLORIDE PIPE
RCP - REINFORCED CONCRETE PIPE
R,/W - RIGHT-OF-WA Y
rt - CENTERLINE
LEGFND...
~ SITE BENCHMARK
@ STORM MANHOLE
<ID STORM MANHOLE
(g) ELECTRIC MANHOLE
@ GREASE MANHOLE
GJ TELEPHONE MANHOLE
C8:J TELEPHONE CABINET
· FIBER OPTlC CABLE MARKER
+ 100.0 SPOT ELEVA TlON
WI!
[XJ WA TE'R VAL VE
* CONCRETE LIGHT POLE
m ELECTRIC RISER
~ UTlLlTY POLE/GUY ANCHORS
* fiRE HYDRANT
11 WA TER METER
--v- ROAD SIGN
-9t- cXISTlN(i CONTOUR
-7V- BURIED CABLE TELEVISION LINE
-()TL- OVERHEAD TRAFFIC LINE
- P - BURIED POWER LINE
- w - BURIED WA TER LINE
- S - BURIED SANITARY FORCE MAIN
-01'- OVERHEAD POWER LINE
o OAK TREE (DIAMETER INDICA TED)
o CREPE MYRnE (HEIGHT INDICA TED)
. SET NAIL tk DISK (LS 5381)
. FOUND 4"x 4" CONC MONUMENT
@ FOUND NAIL &- DISK LS5205
A FOUND NAIL WITH DISK
X FOUND" X " CUT IN CONCRETE'
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STA TE ROAD 434
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+
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-= 42.0
42.0
41.0 40.0
42.0 J
42.0
41.0
40.0
"--- (4) FIBER OPTIC CABLES
(2) COPPER CABLES
~(
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SIDEWALK GRADE
c~/S!,NG ,,' CONq WALK '
/ 2' AlIAMI CURf1
.. l' .. . ... .. T .
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PROPOSED DRAINAGE
& UllUTY EASEMENT
. ,
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SET 5/8- IRON ROD 1RAI€R.sc'6-
LS $381 (El.EVATION-.J8..J8'
.. ....
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+
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+
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+ CURB INJ:E1
I J<?~ TOP=.18.60
NINV-JI.90
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SEINV-29..11
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E>>ST. ACCES MIle
8.~' s' CONC 8'
GRASS SIDEWALk GRASS
SOD SOD
CD
@
LEGEND
@
PAVEMENT SECTIONS
CD @
@
TYPE
8" UMEROCK BASE
COMPACTED TO 98" MODIFIED
PROCTOR MAX DENSITY PER
AASHTO T-180. LBR 100 PRIMED
N/A
1-1/2" S-1 MODIFIED ASPHALlC
CONCRETE MINIMUM MARSHALL
STABILITY 1.500 LBS
6. - 3.000 PSI CONCRETE
REINF. wi 6x6 10/10 WWM
3" TO 4 SLUMP (COLOR: BLACK)
UGHT DUTY
PAVEMENT
1 0" STABILIZED SUBGRADE
COMPACTED TO 98% MODIFIED
PROCTOR MAX DENSITY PER
AASHTO T-180. LBR 40
12 STABILIZED SUBGRADE
COMPACTED TO 98% MODIFIED
PROCTOR MAX DENSITY PER
AASHTO T-180, LBR 40
CONCRETE
PAVEMENT
PRO..ECT SllE
NORni
P
SH -IJ-I
2' VOIIa.E OVERHANG
27' DRIVE
VARIES 8' CONc
GRASS SIDEWALk
SOD
84'
S' I' CONC 20'
DEWALk
24'
SOD
-
PROP. PAW'l, SEE
PAVEMENT SOfEDULE
SlRIP . REWOVE AU. SURFACE
ORGANIcs. FlLL . COMPACT TO
I~. MAX. DENSITY PER MSHTO
T -180 IN MAX. 12- lJF1S
Y <(,5" RCP
'-EXIST. WA 1ER MAIN
P/l.
PARaZ 1
HESS' EKPRt:tS
~CT SllE
..
GRASS SOD
VARIES 4'
BERM
~~
"j
+
--------
~
L 32')(75' TENPORARY EASENENT
FOR ASPHALT TURN AROUND. TO '
BE VACATED UPON FUTURE DE'YaOPMENT.
I
RIBBON CURB TYP.
NOTE:
GRASS SOD ALL DIST-
URBED.AREAS AFTER
CULVERT INSTAlLAllON
~
PROP. PAW'l, SEE
PAVEMENT SCHEDULE
SECTION A-A
Nl'S
3ft
18- CURB
PRO-ECT SI1E
PANaI J
'!liRE OEma:wENT
20' PARKING " CONC.
STALL SIDEWALk
0' 18' 18'
DRI\€ DRIVE PARKING
1HRU STALL
~ VOIIa.E O\UHANG
STRIP .. REWOVE ALL SURFACE
ORGANIcs. FlLL .. COMPACT TO
IS. MAX. DENSITY PER MSHTO
T-18O IN MAX. 12" UF1S
PROP. PAW'l, SEE
, PAVEMENT SOIEDULE
SECTION B-B
NTS
<('SO RCP
scum
Pi\.
~
asT. ACCESS 11.2' PRo-ECT SllE
MIle
VARIES
SEE PlANS
PANCEl. 1
HESS EKPR.:.s=s'
~SllE
PROP. PAW'l.
SEE SPECS
EAfST. Ql'Atl!" ~
~5~ ___1
MA Tat EXIST.
PAVEMENT
I ((,5" RCP
SAW CUT .. REMOVE EXIST.
CURB .. GOnER a CONSlRUCT
VALLEY GOnER ACROSS
DRIVE. SEE PlANS FOR LAllS
MATaf EXIST.
GRADE
EA7ST.' Qf?ADE
SAW OOT " REMOVE EXIST.
CURB TO UMllS SIQW4
SEE PlANS
SECTION C-C
SECTION D-D
NTS
NTS
DRAINAGE STRUCTURE SCHEDULE
STORM SEWER SVtABOL LEGEND
END WALL
STORN SEWER UNE
STORN NANHOLE
OUTFALL STRUCTURE
DI~SlON STRUCTURE
INLET
NITERED END SECTION
No.
TYPE
TOP EL
INV EL
PIPE SIZE
STORM
CLEAN OUT
R 40.18 S 36.25 (10.) 1-3 103LF - 10"PVC 0 0.97"
2
TYPEC
INLET
G 38.16 E 35.26 (15") 2-3 75LF - 15"RCP 0 0.35%
3
TYPEC
INLET
IT
G 38.25 N 35.25 (10") 3-6 115LF - 15"RCP 0 1.48%
E&W
35.00 (15")
CONCRETE SPILLWAY
4
STORM
CLEANOUT
(TRAFF. BEARING
R 39.70 S 35.75 (10") 4-5 46LF - 10"PVC 0 0.72%
~ CURB INLETS
69.50 EXISl1NG SPOT ELEVATION
5
TYPEC
INLET
G 38.25 SW 35.42 (10") 5-6 130LF - 15"RCP 0 1.31%
S 35.00 (15")
- - - - -08- - - - - - EXISl1NC TOPO CONTOUR
00
P'" PROPOSED SPOT ElEVAllON
6
68.0 PROPOSED TOPO CONTOUR
N&W
33.30 (15"~
E 32.30 (15 )
R 39.50
6-7 28LF - 15"RCP 0 0.36%
W &. SE
32.20 (15")
7
R 39.50
7-8 132LF - 15"RCP 0 0.35%
8
MITERED
END SECTION
INV 31.74 (15")
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FINISH FLOOR ,El. 40.90
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PA\&fENT SCHEDULE
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RONA
DESIGN
DATE
990538
JULY, 1999
SCALE
1" = 20'
SHEET
4 OF 8
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~,'~1'~'"
").~~ NOlES: (TOPS)
MANHOlE lOP 'NIlE 7 SlABS SHALL BE .(6 ClASS H ~CAE1E.
CCNCRETE AS SPEaRED.r. ASN C-.78 MAY IE USED FOR ..
PRECAST UNllS; SEE GENERAL HOlE No. 3-
M~ TOP 'NPE 7 SlABS WAY BE OF CAST-IN-PLACE OR
'JJit~~ .~.~=r~~s11PS
CAN 8t AlWSlED NTH FRca.t ONE TO SIX ~ =.
MANHOlE TOP T'I'PE 8 MAY BE t7 CAST-IN-PlACI: OR PRECAST
~SIri~,..~'D ~cl.."'~
BE THE SAME AS lHESI'PPORT1NG WALL UNT. AN ECCENTRIC
CCNE MAY BE USED.
MAHHOIIE TOPS SHAU. BE SECURED TO SlRUC1UlItES BY OPllONAL
CCNSlRUC11<>>f JOIITS AS SHOVMI ON SHEET 3 01 e.
....
RISER-
.....
:.
':
if
I
:;~'~:;
.~;,-(;;
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&
~
TONGUE Ie GROVE
= TO MATCH
I~
~...,
2' "IN. ,
2' - .. IIAX.:-'
TONGUE Ie GROVE
~ )... A~~ TO MA TOi
3' - .. OR .' iliA. I
~T
;
:.. TOP VIEW
"'"
--
3' - s- OR .' OfA.
RISER -.
.....~
~
PRECAST CONCENtR'C eel<<
grj_~R~~
PRECAST ECCENlRlC CONE
LI IQ.
J-- 2' DlA.J
~BC:&~ m~l
NOlE 3.
3' - e- OR 4' OIA.
-
BRIO< OR CONCRElE
TyPE 8 UANHOliS
~-~OR3'-~ 5/S-
t-'-
1-1 1/2- OPTIONAl KEY
1
1tJL '_lHI01CN!SS or
~ ~ WIJL
~I II
, I
SEClION
NOlE: SEE SLAB DESIGNS INDEX 200.
TYPE 7
',',
..,&
.~:
',:,
.
INl..E1
TYPE ABC D
C J'-4- 2'-(J- 4'-~- Y-1-
D 5'-5- .'-1- 4'-~- y_,-
E 4'-4- Y-I1' ~'-lO" 4'-e-
USE CAST IRON 1RAFflC BEARING ORATE
FOR INlET TYPES C Ie Eo USE STEEL
GRATE FOR TYPE l) INLETS.
\~~
...~..:, '....
:~~: ;f~ ~r>
; ... .;;'~".,:~ t' r~;Y'
:':~'it' ,;. if I ~~~, '
~;: ,.,.. :~, ",:"'.
c:; ~~;.
" ~;,
c' Sj;
'-}~ '/
:' :t-,
.
I
EXIST.
30" RCP
J
?;\~.'~~~,;,';~i'
,~ INSTALL ALUM, SKIMMER
~. ATTACHED TO EACH
SIDE OF INLET
TOP EL 37.25
BOTTOM EL 35,40
EXIST. GRADD~
~:1 12-- ~
-
/ --
j
(
\
'jflt
. j~~~'. ,.'
. 'r'
.' ;~?
~~;
EX!ST.
30.' RCP
-
-
-
~Xl$r. 7-,
INV. 88.50
.
.r-t
c-
u-
.;
~J
,
t T)Ijle A Or B RIe.._l
2 AdcltIonaI Ben A ! ~
~en~~o.s:. A ~.--~ Hoop Bcr
(so. $oc&n fJ ,4. ~ -.. j Bar
-- +..!A ~~L ·
2-- 7'. Each Way ~ 1 V ~ , '-R.f..enoe Axle
Placecl On Tep of --- .. I )
Ben A Md B .... 4S' VI 1 .//
,.... ~
Pcranel IBen B (s.. SectIon A-~ - .1
~ TOP SLAB REINFORCING SlEEL DIAGRAt.t
i C:;)8' ~ '> c: '>
.-
!~ 11 ~ =
j" b~ ! _" . 1r 8W
S&,. .} -I Al 3':-e- ~~~ ~:~~
;i li!e:. I ~ pr ._ f.L ~ ror
~ ii 1 4 -0- Rectangular RI..,.
Il. r .1 · 2-Extra_ 4'. a
ii .. , f~)- i ~~:: I
~i 1- ~ ! 1 a=
Ben A-' ........ Ben B
i'
'8 AL TERN A TE A
I .... SECllON A-A
i! . NOIE: "'en the NIde dlamet., of 0 rwnd .tructure II
r1i IV not more thon 1'-'- 101'''' than th, opening In
the rIMr or top tIab, the top of Utt motu...
or ,...,. ...aI be OIlft.truoIed aooenIn, to the
-SpecIoI Top Sk:Ib- del. on thle .....t.
, ~.
1. Stanclcrd .tlucture bottome 4'-0- cIlomet.. and tmCIIl.. (All A) and J'-e-
...cn (All 8) en dealQnot.d T)IIe P. Lorg.- 8tandard abucture bottom.
en d'8I9nated T~ J. ~1Mr. en permitted for aI .tructur...
2. WClb . of ofrculor atruoturea (Alternate A) oona1ruottd ., place may be
of non-relnf<<ced concrtte or brick 04' r.forctd concret.. PrtoaIt and
rectangular atructw-a (AIt<<naw IB) thall be conatrueted 01 reinforced
concrete only.
3. Wall thldcntM and reinforcement en tor tlth., refnforced OCIIt-"'~
or pncG8t concrete lMlts .xcept that prleGat clrCUlcr unit. mol be furnlthed
with walla In accorcl<<\c:e wtth tither ,\,5.T.... C-478 (up to 81 dfCIm,t..)
or A.s. T.W. C-7S, Ctc.. III, 8 Wall, mod1fted where tht ell~tIoII It... CCI9t
or.. I. placed In the oent.. one-third 01 the wall.
.... Top and floor IIab thlckn... and reinforcement cre for prtcaal and ca.t In
pklce oon.tructIon. Top ond ftoor tIaba thai be of aGel .
concr.t.. eonc.-.te aa tpeelfltd In AS. T.... C-47a (4000 pel) mar be
used In lieu of CIotI I and Claa . concrete In lI"CGIt It.". tnanUfactand
In plants which cre under 1M 'Standard OperotIftg ProoIdw..' tor tilt
IntpecUon of precaat drain. product..
5.' AI relnforcem.nt N' be AS. T.... All5. Grade 60 01 .a I<SI weIcIed .n
fobrIc, elth.. .mooCh or .form.d.
..
I ,~
~=
.. ...
I') ,
'e..
-c..5
~I /
~..
It)
~r Sf
~I
I")
SECTION
f4 BARS-12- O.C.
(EACH WAY)
I
rJ '. r
1 t
; 2-0.1... t- ' f(
i TYP. ,
f " ~.
L" \.. '
. ".!"':!I~~', .,
.....w..
~ Ilr:::.'::':t?~~~ =T~~C~:g
S-
~ .-PYC
r COHC.PAD W/
LOCP tI ,. REBAR
r ,- t/'
rTTl
":+:"~":;:;:'~':': ,.
::::l{:@::::}::: ~,.
::':~':~':"~~":" ,.
):FRMtE NG SOUD LJ); HEENAH
R-1874-A OR APPRC)\f:D EQUN.,:
w/S- EllA. a.EAR CHNINO
.~ '.. L"?;': ...;.....
........
_ -,- 'YC a.EANOUT
STAa<
,-J
SECTION
PLAN
TYPE C.D ~ E INLETS
1=".0.0. T. INDEX 1232
B ' ;... to"
-rl ~~
;'.,~pt::){,/<(-o{ ;i<~<". i )!)(;i ~
V1,. ("'!{'.../ . t1 '!i"" /. I'l 1.. /...../
t,,' 'oJ' ;",,1 v' ..}l!'JB~" .1, ';' ,"'.t. ~
"'j' ,. ,. ". l', 1t..' I' " ), ,. J , ~
prl'<l'<,l', /(}</i }/<,t- ~;, , :,~~~7(.{", :L..
< ,< 1<, Ii 1< )i. ,< l'(,c' ,i! X ,1, ~' LL
,If.,/'';t.'.)/t,,:t :j'jLj[' ,.' Iy(',!:/ , ./ T7
'wI'< l' H ,to ,-i"A:,,::;,( ,,,'X';-, ,. ~'L./ ~
tK~)<)<(jS<VX':r-yX>(~:~ '/./ 7'~
rXX/- X:..()(){ :.(" 1.JI, ///~
~ ~--
'I\..
~
1 t/'pyc
"'-r... Mt
~
-- 45- ,lEND
: .1
I CO)
L
~
.'
"
p~ 1
, ( )
'L EX/ST. 4" pye
SANITARY CLEANOUT
,r
'"
EX/ST. 8" THICK CONe.
rop SLAB WITH GRATE
/"- CRATE EL, 86.59
// /
~
SAW CUT & REMOVE 18- OF THE
EXIST. 8- THICK TOP SLAB
WEIR EL. 35.90
18-
-
---------
rEX/ST. 4" pve TEE
8'-10"
~ EXIST. OUTFALL CONTROL
STRUCTURE
~~...
\ EXIST
I I~.. 33. ~cJ_
,
r
.~-.
3
" '~
f
/
EXISTING -./
2'%2' CONe PAD
~:I
- EXIST. pwe BOTH ENDS OF .," pve TEE .t
DRILL 2,5" DIA, OPENING IN BOTTOM PLUe
E.XJSTING OUV'A~J., STRUCTURE
REMO~ EXIST. BOTTOM PLUG
INSTALL NEW PLUG WITH A
2,25- DIA. OPENING
N1S
t T)I)' A Or B R'--- ,~
Ben A Short Way
(St. Section B-B)
l
2 AddItional Bar. 8--
. 5- MolC. O. Co E....., ....
Side Of Opening
. . ,
T'T .
Tep Slab R"''1fordn~ / Suppl.-nental Bar A Or B
ilij~ ) \ I AT TOP SlAB
.!~. -. -~--L
~ 1 Optlona' Shear K.r 1i. ~ k ~ r
WaI' Relnfa-cI1n;Z!.... ear Key
10' Droith......- NOlE: VorIotlona In thecr k~ di'nenalona
wi' be permitted eubject to the
EnglM..... apprOVCll
.... " '"
1 T"'T' ~_ _ 5 ~ Bora
.. . .. (2 Lop Sp'lces P.-mltted)
.. J
3'-8-
-+- fo---
IL.
-..::
.&.ILL. I
... .,..,
I- 2 Adcltlona' Bora A
o 5- O. C,
eor. B Lang Well
(Set Sectloii 8-B)
TOP SLAB REINFORCING STEEL D1AGRAtA
...
~
! ~
~ ~~o.. c'
I :t::
0- saS
d IJ
j} "t
la:~ I
..
S~
~I
I
~f
"""4 n. 0 12" O.p.
1\ 11 1
..... ~.5 P..-1pherai
Rtlnforc:em...t
~otot.. 4 BanI .... Requ'red
.......-Jo "oIntaln eo...
.~ P..~eral -'--- .
Rt1nforoemeftt~
~.
-
10. Dr~
. .. 3 .' Shear Key
;'1- Optlonol Shear -~ . It ~
~j-",,- -.~
~ ":I\..J. Bottom Slab Relnforcln I ~I AT eonou SLAB
J~
I
Ib
I ~~
II:
~~
!
j t. 3'-'- (T)t). ')E\ ,.. 0 12' 8W
c'5 r- -... CtforlZontGl Ben
I I-- tontlnuou. Around
_Com... for
/II: Ben ~ \ _ j...I: Rectongula- R......)
. _.6 1/1'#
~ ~'~_~R_
I ~ (See Tobie)
l'lCtro Relnforcln Horizontal Wall Reinforcing
\ ~ or:te -(See Tobie)
1-'- ., ~
SLAB TO WAll DEl AILS FOR PRECAST At TERNA TE
e-_.. TIea . 12- O.c.
(See SectIon)
I b- Bart A-' ........Ben B
J ALTERNATE B
I ~ SEcnON B-B
iI ~ HOlE: PrOWM elCtra reinforcing each tide of each opening
di at r maximum apocJng equal to half the crea of wrtIcal
relnforement remowd by the opening and provIcM the
tarM creo of rtlnforcment abow each opening at J-
moxhaum apacIng GI removed by the opening.
--.
~ I::::.... Wall R.lnforc~
SEClIa. C-C
SPECIAL TOP SLAB.
GENERAL NOTES
.. Struetur. bottom. may be uMd In con)Jnctlon with curb Inlet
tops T)i)e. 1, 2. J. 4. &, " 8. and 10, ond any manhoJ. or juactlon box un....
other"'e thown In the pion. or olh.. atandcrd drawings. All B structure
bottom. may b. UMd In ccn;.nctlcn with cub Inlet T)t>>.. 7 Ie 8. or
any cltch bottom Inlet unIeM otherwIM .hown In the pions or oth.. standard
drOwlnp.
10. The com.. filets tI\own cre nec.nary fOf' rectangular 8tructw.. uaed with clrc:ulor
rIaer. and In'et throat. and uMd on tk.. with rectangulcr ......... In'et ond lnI.t
throats. filet. wll be Nqulred In lieu of the bottom lIaI> of the All B ria.. wh... ulled
with the Alt. A bolC. Each flltt thdl b. ...lnforced with 2- 115 bore.
7. Rectangular .truc!urM may be rotated o. directed by tile En9In... In order
to toelltate connection. bet..... the .truetu-. wall. and .term, ...... pipet.
11. Inlet throat..!! ....... or manhofe tepa IhaII be -=ur.d to .tructLna CIa thown on
Index No. m1.
8. ElCc.pt whln ACI hookt OI'e specifically r~lred, embedment hook. In the
top and bottom lIab. may be reploclcl wUh .tral9ht embedments 01 peripheral
r..lnfor'*1\ent In accordance .Ith the rehforcement d.tail ....own under
Rebar StraIGht End Embedment Or P~a1 R."'torcement In lieu of AQ
Stancbd Hooke for Top Aftd Bottom SIoba', 'ndex No. 201, Sheet 3 of 6.
12. Stn.lctw.. with depth. 0.... 14' are to be Clhaecl for ftoatatlon by detlon... of
pro jlCt drolnag..
13. Unit. larger than IPtdfltd ttanclord may be IUbaUtutecl at the contractor'. option
when th... unlta .1 not cau.. or Increo.. the ...-Ity of utllty conftlct.. Such
Icq.. unit. thall b. fumlthed at no addltJonal co.t to the D.pci1m...l Lorg..
Altttnat. A unitt cannot reploce A1t<<nate B unitt without apprOYOl of the
Eniln..... lhle not. appll.. to thle Index only.
t. All .t.. bor. thai h~ 1-1/2- minimum co*' un.... oth...... aho..... Hortzontal
.t.. In rectongular .true...... thai be lapped 0 minimum of 24 bar cIam,ten
at com...
14. Fot manhole and )JncUon bolc tope. for fram.. and co...... and, for -..ppIementary
detal. ... Index No. 201.
SIRUCTURE BOTTOMS- TYPE J AND P
F.D.G. T. INDEX #200
N.T.S.
r CONe. PAD w/
LOOP Of' ,. REBAR
IfrI
- "::f:~":~,:,~,:,: ,..
:::J::::::@i:::}::: ~,..,
:,,-,:~,,~':'~~":" ,..
fi5. AND SOlI) UD; HEENNf
R-t87+-A OR APPRO\m EQUAL;
w/ r DIA. a.EAR OPEN_
:,.;.:,.. L~,~. ':-:.
p
WAIN lJHE
(SEE PLANS)
CONCRE1E PA\1NOj
p~
I-- r--'- PYC a.EANOUT
STAa<
d
r I :~)
'e-xe- W'tE
--~8ENO
STORM CLEANOUT
IU-o-WNJ.
....."..;.::....... ~~
L...~:::,~~\f1J:{:\ II ~ ~
r
I/~ ~
IS 1M \tin
l' I*- QAlV.
SL GAlE POSI
COte. FWD All)
~~
WFAClNC PANEl
5 I" HMOIPAIIJ.
...
CXl.CR 10 MATQJ IIUIJlIIQ.
b
J
-
I
/-
(~hl
\tClN1EJUE~
GAlE CRNNC
PIIO\U DROP 100 3/.-'
Mf U>>tQ AT EAaI GAlE
2-1tr SCAIARE GM.V.
S1l.1\8tG. 3/11" WALL
GAlE FRAME W/
11I4 &RACING
PART. PlAN . GA1E 3/~-1'~
CK MASCItRY CClJRSE AS
CAP (It AS ex<< REQlRS __
OUR-o-WAU. HORIZ.
ROf'.-AL1EJlNAlE COUtSES
fE Il.OCK AJI) UtUR CJ,p.
NOlES:
1. MASONRY \fNEER 10 MATQJ BlI..IlIC
ON .- CCJtC. 8.OCK IMLL
$[I SECb -A-A- fOIl DETMLS.
2. .- CONe. SlAI W,,-xe-
Ct_t W.V.
3. TIP. WIU F1G.. 1CfX1s"
con. W/215 lOT. ROf'.
4. t' CClNC. APRON ./14 8MS 1.-
o.c. 10TH WA'IS.
5. fat SUB fNHD GRADES,
SEE GRAIlING fUN.
&. AU. mn FIISte ME.
10 8[ PAINTED 10 WAltH
MrTAl. (It 8tI..II'G.
7. AU. PAHELS FOR GAlES ARE 10
8[ nlRU-lCl.1ED 10 ... FRAME
W1H 3/W' GALY. "''IS
AJI) HARINNE.
~
8ACl<FLOW PRE\IENlER
IN ACCORDI.NCE WIlli
PUNS APPRCMD BY
THE CRY
GAlE VILVE -
TEST COCK (lYP.) ~ ~
~.l ____ "" ~f .6
11":-' 11"-';
i~~
b~
"--18-mwElER. BYr~" ~
OR 18'" l( fa- x 6
~a TO
~ l2 RfO'D.) " .. j SEIMCE
~ GAlE VltVE
--
~ _~ ~ "QUlRm)
.rr-Y w-II__--' ~"=IRfD)
~-~~
ffi2M..- l. __ J
~
t<<)TES:
1. AU. PFE AM) FITTI<<;S 2- AND 5aIAU.ER SHAlL BE
1HRf1DEO SCHEDULE 40 GN.VANZED srm. BRASS
OR SCHEDlU 80 P'tt.
REDUCED PRESSURE BACKFLOW PREVENTER
- ,..~.. ---
r _ ..~. ~ In )iI( Iff ~. .-'. ,
\. -- -- .. --- - \\\ }f.... \\\ J L .. ~
~ --a----. -
~7~~A AKl~)
[] I:I .~ Il []
,.." . ~Irl- ..;- · ~ - ~~r- ~i
b~ I l~ (2 RfUIEO)
FIW. GRAOE
II~I ill m mn
", ", .. "WOO
:.C=( )
2-1/n 2-1/r
S'l. ...
CAlE ~
~
'='
,..1" LD.
Sll..PFE
It' LG.
)
1-1/n 1-I/rX
J/le"X It' LG.
S1l ANCU lEU)
AU. ARCUI>>
nMlE II(J.
r.- CC*C.
7.: I IlOCIC WAIL
a FlL ems
I 1/ CONe.
~ -n~i
~ I o.c.
~ I
% ~'fn~
o.c.
~ ~ 12"
~
~1:~
. ..---.
.iI..'.'~
dt.i~~~i;.~~t
'b ..~... ,...~..,. ,..t, -.~ ,
Hr. .... '. . :;,t'"
- ~'. '. .::;, .... 'Ii;;;-.....
. . '~"':';. .;:::r. ;,~ 45
~~ r l1'~~ lr t --
nP.
SECTION It A-A"
t' -n ~-It'
~r- J 1
-.1--
t8' -I"
11'-1"
r-A
I' ~l r2'-:-O"
A J 1e'l
.~I )O~4
......
J
I
LA
$[I
PART.
PLAN .
GAlE
IETAIl
~
~
A_-
,- SR.. fIIIE
FWD 1I1H
CClNC. S'-ct'
A8CM: Sl.A8,
Mf lIIIDDT
\0 B-, /
~ ' .....
.- I eJ'-.Jt 0--"" QINlO
I ..... POST - t' S1L
~-;: l'f~W c:.m$'-cr
N1tNE. aAI
Yf' 1IBlIOT.
/
.,;
--:.,-
_2
IT 0 --;.1 tf
I~,~ l ~ ~
.,.
r--
~
.<:'
.......
~ ~
-
lUll J ~
~-I
~
..via
-~:::
r ~
.
f-
f-
\13'4 1
u'-II"
~
~:=
\0 1
1'1'-0-
1
.' -If'
1ft -tf'
-
I
.' \'" "................ ....1 ..........
L18- _ 8\' .-1lD
h~VWAY ~~
HOlES:
1. AU. PIPE AtI) F1T1IGS 2- All) SWUER SHM1. 8[
ntIlOO) somu 40 cw.VAIIZED S1EEL
2. UNIONS IU 8[ __ fOR r IlWI:JER
NO swua ASSOaES C>>I.Y.
DOUBL~'CHECK
BACKFLOW PREVENTER
A
r..~
I
II" ==t: II"
:Jt.c~AT EAQt !1 i I
'....11" ~~A =iF
II
.JL ~
.. ..-i.'-.--: ..~':..:: ;;.. ~
..r" ... .., ., ........ ... -
... ,.. . . ..... :...,..:
r,,,, JAB " . . ".t I :;'::,( . . ~ .
J 14 ;: 14 :;...t.....f..:Z I .....-'.:;.....t:\ 'r:.;
IU. ':". :'" .. r - - - - ~.;.t.7 ~..';'
. . ~;.t...-: ;i',,~ ~....,..~. :,.;';r ~
15 <XlNT. (T'l'P) . ... ,...t... :;. .t...... ...... ...~~
45.
ft'- 1 1'- k!
SE:CIICII "8-8" 3/.--1'-{1'
~
if'"
f-~
JIROW)E ~
~ ROO 314-' Mf I.G
- AT EAaI GA1E
~ $[I PAR11Al.
PLAN . GA 1L
,..
2 GAlES
(SEE QAl[
SECT. .
nEYAD)
.......
~..
~ ~
't-
~..
PARIGATE SECTION
.
~ CCJtC.. aOCK
PlJ,CEU.S
,,-COte.
LS. ~.
GA IE ELEV.
Ir--
~...
hi :~;.~
._____1________,
I L.. CCJ<<:. ~ A I
I W/t'X" I
I tt'2.t X W2.8 I
I ....... ..,. 77 I
I ....X..... I I
I I~I I i
I .,..J.[............. I
I . ln1r BASE ]'_.-1 i.._
I felt .- SR.. I I I
I POST, S-rI' I .
DEEP (nP). I \ /
! r- :1].. -\;'1:1
I Il.- "8'" -I-_i..!t
I ~ I I '.
'11 ~~r~ 216 BARS
!. :b... . - ~~ If EN1RAHCE
:tLy, /' -""__''''-
II j ~ 14 HAIRfllN (TIP) I \ 14 HAIflIN (nP.)
,)a - .... I BASE fCI '" SlED.
I.,........ I POSt 1-(/ DUP
'1 '
I 1/.- SAW .DNT i ~ (nP)Z
I I I \.-- /
L-----_________.J _1\ .l________
'0'
:~-:
~
Iii
rfh
)1r$------
,JL!lli
. I I" CONCIIE1E
APROI (SEE
Gat NOla) --,
~
~ ~
,.
~
~
"
i \ i
I '- T'l'P. WALL I
L----_~~__\---J
WALL PLAN FOUNDA liON PLAN
CONCREJE DUMP~ I t:.t( PAD
If
-
.'
I
I
I
I
I
I
I
I
I
I
I
~~~
I
I
I
...L,
.....e_ t
I
I
I
I
I
I
.J
!---
Wh... SId.walk width I. < " ramp
width w" equal t1dtwalk width;
When lldewalk width Ie > ., romp
width .11 be 3' or, when located
within 10' of any building, 3'-8-.
UllL STRIP
W1Dnt VARIES
OJ ~WH ~
If! r-..~X. ~
~
F.D.O. T. INDEX #201
N.T.S.
1-1/t"t2-1/t' S1.. ~ 1tr
IJII[ SlIFDI:R I SPACE
~ /~-r 8~-:i~~~
, ) ~\I'" 11: TO WAU. W/
3/.- lAG BClT
I h .- lG., ED
~, -.L.. AU. AROlJI)
I 11 GAlE POST.
2 1ft' _ ~
~ ~ ~~ \;
SI)ES ~ ~l__-..a
"' 'IIJ) ~ 1/ It
)1""- ~ \(<1.. :'-:,... -"""/1"
~~ if~~- GUSSET PlA1E
SO OA. _ ~ INSIDE MY
.... - AU. FOUf
c:at8S CT'IP)
I E.OAU.
D (E aA8 ----J I I MOlII)
L...I
S1DEWAIJ( ,
MDnt IN FEET
IJ
CURB 'T"lPE 0 OR CURB ctc GUTTER
TYPE F:. (CURB c!c GUTTER rtPE F
SHOWN).
RampCurb--...,-
c:~
:1-
jl
j
~~ ~I
!;~ ~ l
RAMP CURB "~ 1!5J
Z41
(l.f
H. ~~
~\
~-
~ Romp Curb
.c>'
~
I
lit)
~
..J
Curb T)pe D Or.~ I
ctc Gutt.. T)pe F (Curb
ctc Gutt.,. T)pe F
Shown) 12.
~
,I f'2"~
~ line (T)1).)
RAMP WITH INTEGRAL CAST CURB
Cr~awaIk
(6" Min.)
Drop Curb
(For Pa)m...t See
Gen..a! Note S)
PLAN VIEW
" "IN.)
PLAN VIEW
~
,~
/
I~
..!:. .: ~
/~\
rVARI~AIiIP
~
...---
r-
RAMP WITH SEP ARA TEL Y CAST CURB
---
~(
/
PICTORIAL VIEW
PICTORIAL VIEW
Ut-t-~ I:. SIDEWALK RA~PS
FOOT INDEX 304
NTS
3' - 0-
l' - 10-
l' - 2-
!
~~
1
7 112- SlO.
e. LtlN. .
~;
~I
SECTION AA
aiANNEL POST: PROW)[ ATAQiMENT
It.! ACCORDANCE \1IInt tHE
SIGN AnACHWENT DETAIL-
ON INDEX No. 11845.
RhvRE CURB AND ~ '"
....T1Dl CClHSTRUC_ A'
" \.\\:\~/'...... b 20' R OR AS SHOWN ON PLANS
, '1~, / 'Q"
\ ~.. /"....
1'-10- .-..A ", " / -... c- 1/2- EXP. JOINT
1'-2- I I ...1 '.
~ : : 1
t _It I , 1 I
t . I L..A ~B C I
t
~~g:
~ " I
10
! ...,-O.oeo" ALUWHJW
r SIGN PANEL
VALLEY GUTTER
CURB AND GUTTER
PLAN
8-
l' - 8-
l' - 10-
,- - 2"
I-\, 2- 0 Ie vr Al.Ut.4HJM
I n ROUND POST OR 2.5 I/FT.
~ SlEEL FlANGEO CH~EL POST.
" CENlER TO CENlER MINIWM
~ (~~ aN': TO <<NlER IIAXUJII
if ~~ _
~ L---- ---
5'-0-
V"'~
"
! ~.
~;
~I I
7 1/2- S1D.
6- MIN. .
~.
~
'lo
8-
~
0.080- ALUM
SIGN PANEl..
· 0 .f..._
,tt _
O-=-O
o 0
Ov+, 0
o
~ ~ 6
NO CONCRETE FOO'11NC IS REQUIRED
~~~~~A
3' 'NTO THE GROUND.
~
..
-;::.
4D
~ END SIGN
~ DETALJ"
I
SECTION BB
.....
l' - 10-
l' - Z"
REfLECn~ BUTTONS SHAll
HAVE It. 3 MINIMUM DIAWETER
~ IV" ~~
,! lor 7
1 ('.
it
7 1/2- S1D.
S- LIIN. .
J' - s-
DRIVE TER.j...I~ TlON
F.D.O. T. INDEX //17349
N.T.S.
SECTION CC
· MiEN USED ON tlGH SIDE Of' ROADWAYS, ntE CROSS SLOPE Of' 11iE GUTTER SHALl
WATCH THE CROSS SlOPE Of' 1HE ADJACENT PAVEMENT. 1liE lHIC1<NESS Of' lliE UP
SHALL BE 8-, UNlESS OTHERWSF; ~ ON PLANS.
V ..d T.~EY' c;.Ul'l~ER DE'!' AIL
t~
rr 1HIQ( CONCAE1E {ASPHALT SURFACE
~'i..'~ ~,' \ . '. '.~ ..>. lASE
10 I"\.... .~.
~~~.'..
10 . .... SU8GRAOE
~~I-- -
e~ r 1
T
6"
J-'1 ,EXI$T: 6/fADE
.. : ..
.# 10
.. ...
".
S.
-1-
f::~.~;.,:;':>:::C:;:;': ~ :"\f;~
(A\fJ8T
12- 12-
40
\.3000 PSI CXI<<:RElE
THICKENED EDGE
RIBBON CURB
2.-
NlS
-M'AMI CU~B ~ GUTTER
120' MAX. \ 11i' .we.
I 30' - I 30',_ · -I
W ADDDDDED OF'DDA lJr
',J5'15'15'15',"IS'IS'1 15'1 ,5'15'L /'
~ ! ~ ! · ~ ~ 'ithlli-1
MNOVr OR OI'HER RIGID ~~
SAWED JOINTS
A8CBCBCBCBA
lJr, I 5'1 "I 5"5"5" 15',5',5'1", rtJr
~ I II It~ I r-
I I I ~I CURS u
1UH)UJ' OR OTHER fIIGI) SlRUCME
OPEN JOINTS
6-
I[~~:~::~~
... , . . . ''- "" " '" .'\. '\.. '\.. " '\... ,,"~ I
r .' .
'.' ~ .
I~I
VERTICAL CUREi
(V-CURB)
lONGITUDINAl SEcnON
JOINT LEGEND
At- 1 It" EXPANSION JOMS (PREFORMED JOINT FUER)
B- 1/8- DlIM' .I)IN1S, TOOlfD
c- 1/8- F'ORUED OPEN JOINTS
D- J/lt' SAW cur JOMS, 1 1/2- DEEP (98 HOUR) MAX. 5' COO'ERS
E- 3/1'- SNN CUT JOINIS, 1 1/2- DEEP (12 HOUR) IMX. JO' CENTERS
F- 1/2" EXPANSION JON 1HN RUN Of S1DEWAU< EXCEEDS 120'
G- COlD .ONr WITH 8OfI) RAI<fR, roa.m
S'
6
~
EXPANSION JOINTS
mOT INDEX # 310
NTS
..."-.1....-...,. TO PA'JEMENT ADJACENT TO GRAS!!
CONe. SlDEWAU<
ASPW.ll T PARKING
~ 12-
'\I P--
A 1r1
ASPHAlT, ~ lI.._.1' ,
\ S....AX. T 1
BASE MA1ERIAL
f4 BARS. 1~ LONC -'"
(TWO PER VHEl STOP)
~.:.;:~.:;. :....:. .. .:-
L...:.:../
I CONe. S1~AlJ(
I ,,-..IN,
S-WAX.
.... .......t
ASPHALT, b ~ L....,~~. 1'~J .. ~~~~. .' .~ -:....: .~ '.1 ~I
PAW'T BASEtiJ L.:'. '/. IJ1""-:.' '.--
6- e- SHALL BE 4- -
- JOOOpaI W/ 5- SlUMP
SIDEWALK
NTS
WHEEL STOP
NlS
en
z
\/)/5
::)Q
~/' >-
~ 0::
Gt'J <(
U)l.~
""" f :::::-
'- .-.::::
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SECTION 01010 - SUMMARY OF THE WORK
~
K ng Restau an Asso a ed
es andscape and
on epo t os p epa ed by Be h 0 Eng nee ng &
supp emen as ne essa y 0 p 0 de amp e e b d
Confine ope a ons 0
wh ch wo k s nd cated
ons 0 he s a
Con e 5 0 kp ng
by ndepende
ng se es
Spa qua y
pe 0 m he nspe
no nd a e mp on a w h
y
sha coope ate w h ndepe den
P 0 de aux 0 y se vices as a e easonab e A
f
abo a 0 y
The Cont octo and ndependen est agency sha coo d no e
oe Vlt es Avo demo ng and ep ac ng wo k 0 accommoda e nspe
s espons b e fo schedu ng mes fo nspect ons and tea s
nspec on es 0 sma se e
W t en nspec on 0 est eports sha nc ude
ons
Upon comp et on 0 nspeet on 0 es ng epa damaged wo k and
fnshes Compy w h equ ements 0 Cut ng and Po h 9
a eg st. ed su veyo to p epo e as b
d ow ngs mus be p 0 ded 0 ha
SECTION 02110 - SITE CLEARING
PART 1 - GENERAl
see eo ng s shown 0 d aw ngs
c eo ng wo k ne udes bu s not m ted 0
P otee on of ex st ng
Removo of tees and
Topso st pp ng
Ceo n9 and g ubb ng
Remov ng abo e g ade
Remov ng be ow g ode
ees
o he ege 0 on
mp ovements
mp 0 emen s
ea s
wo ks 0
on
necesso y to peen damage 0
Poteet mp ovements on odjo n ng pope es and on Owne s pope y
Restore domoged mp ovements to the
ju ad et on
eond on as oecep ab e 0 po es ho 9
wo k as equ ed 0
damaged b
ec Emp oy ensed
wh eh canno be epa ed and estored 0 fu 9 ow h s a s as de e m ned
So 'lob e mp ovemen s Co efu y emove tems nd eoted to be so aged and s 0 e on Owes
p em ses whe e nd co ed 0 d ec ed
sec on
ess han 4
o e 2 n
St p topso to whateve depths eneounte ed n a manne to p e ent
underlying subso 0 0 he objec onab e mater 0
Remove heo y 9 ow hs 0 9 ass from a eos beto e st pp n9
o spose of unsu tab e 0 excess opso some os waste mate 0 he en spe ed
I e of eel sh ubs and 0 he vegeto on . cep 0 hose
Comp etely amove stumps oots and 0 he deb spot ud ng hough
Use on y hand methods fo grubb ng ns de d p ne of
es a
omp e e y
to be emoved 0 e oco ed sho be
Cont actor must stop ope at on and not fy the owne fo pope d ect on any en onmen a 0
hea th e ated contam note s encoun e ed du ng demo t on/e a a on p ocess
P or to any c ea n9 0 demo on occu ng 0 e os on cont 0 devices a e 0 be s a ed
Abandonment 0 emove 0 ce to n unde 9 ound pipe 0 condu s may be show on 0
e e 0 d ow ngs
un de 9 ound p p 9
o abandoned
h s se on
D SPOSA Of WAS E MA ER A S
B 9 on Owne s Pope
pe m s ob a ned om Ow e
pope y un ess a d
Remo a om Owne s P pe y. Remo e was e ma e a sand unsu ab e and excess opso
om Owne s pope y add spose s e n ego manne
SECTION 02200 - EARTHWORK
PART 1
GENERAL
DESCR PT ON OF WORK
QUA TY ASSURANCE
Codes and Sanda ds Pe 0 m ex 0 a on wo k n omp ance w h opp cab e equ em en s 0
go e n ng au ho es ha ng u sd c
es ng and nspe on Se e
SUBM TA S
es
om he es ng
ons
Fed dens y es
s
p
Oeopmm
mum dens ty cu e or each ype 0 so encoun e ed
OB
a y
ons may be made by Con OC 0 0 no cas
es n 0 eos 0 wo k f u
and p 0 ec on d n9 eo ons
y
es 0
es 0 up ed and used by Owne 0
ng by Eng nee and hen on y a e
ed un ess 0 d pe m s ob a ned om
Ba code open e a 0 ons oecu ng as po 0 h s work
Ope a e
es ha ng }J sd c on
Poe s u
se emen
ope a ons
PART 2 - PRODUCTS
SO MATER A S
De n s
mo e a s e de ed OS those comp}"l 9
GM SM SW and SP
STM 02487 so C OSS flcot on
h ASTM 02487 so
o t fay 9 oded m x u e 0 no u a or c ushed 9 a e c ushed
ushed sand
Back and F
9 ode hou dons
sanda d see
u e of c ushed s one or c ushed 0 unc ushed 9 a e
o mo e han 5% pass ng a No 4 see
s u if zed 0 0 se bu d ng and po ement 0 eas to des ed
9 anu a ma e a s w h ess han 0% pass n9 no 200 U S
PART J - EXECUllON
EXCAVATON
o
e cava on 0 subg ode e e a ons nd a ed ego d ess
s en oun e ed
ne
9 ode e e 0 ons no y
unsu ab e bea
deepe and ep a
equ ed sub 9 ode e eva ons co y exca 0 ons
by Eng nee
ep acemen as d ected w be po d on bas S 0 con a
s des 0 e co a ons to comp y w th oca codes and 0 d nances
a e whe e s op ng s no poss b e because 0 space as ons 0
n safe cond on un H comp e on 0 backfi ng
s nge sand
or shor ng and b ac ng such as sheet p n9 up gh s
eab e cond on
Es ab sh equ
ho n9 JU sd
h sho 9 and b ac ng 0 amp y w h oca codes and au ho es
Man a
Co d
me pe od e co a ons w be open
Dewa e ng
e 0 a ons
om ow ng n 0
ed
em ova
hes
s
no
un equ ed 0
E a a
pus 0
pang and
nspe on
exeo at on
T m bo oms 0
em 0 be
on bo h
Co y depth 0
bu d ng pe me e
enches for p p ng 0 es ab sh
keep bo oms of en hes
p pe be sop oVlde so d bea ng fo
8 0 co umn 0 wa
o wh h pass unde wa oot ngs
es sand nspec ons ha e been mode and back ng author zed by
goo 0 d damage or d sp a emen 0 p pe sys ems
ago ns f eez n9 when a mosphe c
COMP ACT ON
spe
9 const uc on P OVId ng m n mum pe cen age 0 dens y
dated be ow
a eo
Pe en age 0 Ma mum Compac so 0 no ess han he 0 ow ng
pe en ages 0 ma mum de y 0 s wh ch e h b a we defined mo sue dens y
e 0 onsh p ( hes e so s de e m ned n ac 0 don e w h ASTM 0 557 AASHTO T 60
n a co don e w h
yea onsh p
Wa kways Compac
ma mum dens y 0
oned be 0 e
ope e
fy and a
d Y so
o pe m compo on 0
o pe m compac on may be s 0 kp ed
ng ha ow ng 0 pu e z ng un me s e
so
o equ ed subg ode e e a ons 0 ea h a eo
a e
n e a 0 ons use sa
bo ow ma e a
Un de gassed
co a ed 0 be ow
Unde steps use subbase ma e a
Un de p p ng and eondu
o condu shape 0
whe e subbase s nd co ed un de p P n9
yt nde
Back
bu no un comp e on 0 he 0 ow ng
ud ng whe e opp ab e domp
nde 9 ound es
Remo 0 0 cone e e 0 mwo k
o
c
o
Remo a 0
ash and deb s
p ow s p
w bond
and
GRAD NG
Gene a
nes G ade 0 eas adJO en 0 bu d ng nes 0 don away om
pond ng
F n sh su aces f ee t om
o w h n no mo e han 0 0
Woks
on w h finsh
Po emen s
n sh su ace no mo e han
see on w h
to he dep hand nd cated pe cen age of
PAVEMENT SUBBASE COURSE
Subbase cou se cons s sop ac n9 subbase mate a n aye s 0 spe ed h kness
o suppo a po ement base cou se
See Aspha c Cone e e Po ng see on 0 po ng spe co ons
nes and 9 odes nc ud ng own and c oss s ope
ess p ace mate a nos ng e aye
aye seep no s ng e aye mo e
Bu d ng Sob 0 a nage Cou se
nd co ed
ess p ace mate ana s ng e aye
aye s excep no s ng e aye mo e
BU 0 NG SLAB SUBGRADE COURSE
ounda on nes shou d be
ous ma e a s
be p efo med n
ed
FELD QUA TY CONTRO
and opp 0 e
ASTM 0 556 (sand cone me hod) 0 ASTM 0
Co umn
and pe 00
dens y es ng pe co umn 00 ng
Foundo on Wo Ba k
deed
Take a
ons and e e a ons as
n op n on 0 Eng nee based on tes ng se ce epo sand nspe on subg ode 0 fi s wh h
ha e been p a ed a e be ow spec fied dens y p 0 de add ona ompac on and es ng a no
add ona e pense
MA NTENANCE
P 0 e on 0 G oded A eas P 0 e new y 9 oded a eas om a e and e os on Keep
ash and deb s
Repa and ees ab sh 9 odes n se ed e oded and u ed a eas 0 spe ed 0 e on es
Se
o SPOSAL Of EXCESS AND WAS E MA ER A S
Remo a
ma e a
ma e a s nc d 9 uno ep ab e e a a ed
Owes pope y
SECTION 02513 - PAVEMENT
PART 1 - GENERAL
OESCR PTlON OF WORK
E en of aspha
on e e po n9 wo k s shown on d aw ngs
P epa ed agg ago e subbase s spec ed n eo hwo k se ons
Saw cu ng 0 edges 0 e s n9 po emen eo ng se on
SUBM TTALS
a p odu e and
ed eq emen s
QUAL TY ASSURANCE
Codes and Sanda ds
a es ed on and w h
T anspo a on s spec fica ons
s ngen han he e spe ed
S TE CONO TlONS
Do 0 app y when base
Cons uc aspha on e e su 0 e eou se when a mosphe c empe a u e s abo e 40 deg F (4
deg C) and when base s d y Base ou se may be p aced when a empe a u e s abo e 30 deg F
deg C) and s n9
G ade Con 0 Es ob sh and ma n an equ ed nes and e e a ons
PART 2 PRODUCTS
MATER AL5
Gene 0
p evlOUS
a sa s ac 0 y eca d 0
m
Base Cou se Agg ego e Sound ong a c ushed s one
s one 0 sag s ee ngs
ushed slag sand
ushed 9 0 e 0
Su ace Cou se Agg ego e C ushed s one
a a sond
ushed 9 0 e c ushed sag and sha p edged
M ne a F e Ro k 0 sag dus hyd au c cemen 0 0 he ne ma e 0 comp Ylng w h
AASHTO M 7 (ASTM 0 242
Aspha Cemen AASH 0 M
AASHTO M 20 (AS M 0 946
a and
P me Coo
250
Cu ba k aspha ype AASH 0 M 82 (ASTM D 2027) MC 30 MC 70 0 MC
ack Coa
h CSS
Emu s ed aspha AASHTO M
o CSS h d ed w h one po
40 (ASTM 0 9 ) 0 M 208 (0 2397) S5
wa e 0 0 e po emu s ed aspha
SS
On s e Lone Ma k ng Po n
Type
Ch 0 no ed ubbe a kyd ype AASHTO M 248 (FS TT P
5)
h gh 9 w de a d
or cu bs pods n e
o 4
who mo m m
14:t'
The ospha weo ng su a e sho cons s of ~e S ospha
F 0 do Depo men 0 onspo a on spa fico ons The wea ng
P aced a a dens y no ess han 97% of he abo a 0 y dens
PART 3 - EXECUllON
SU RF ACE PREP ARA T ON
2
Remo e oose ma e a from compac ed subbase su a e mmed a e y be 0 e app ylng p me coo
P 00 0 p epa ed subbase su ace 0 check fo unstab e a eas and a eas equ ng add ona
ompa on
paVIng work un de ent subbase
compac ed subg ade App y
d Y as ong as ne essa y 0 a an
o e 0
A ow 0 d y un
E e se co e n app Ylng b um nous mo e
Remo e and c eon damaged su aces
o a 0 d smea ng 0 adJO n n9 on e e su a es
P AC NG M X
o
RO NG
Gene a
Beg n 0 n9 when m u e w bea
h ho hand ampe s 0 Vlb a n9 P 0 e compoc 0 s n a eas na cess b e 0
Compo
o e s
d sp a ed 0 eas by
u e s ho
Con ue
emo a 0 0 e
a ned ma mum
no pe m
and
on po emen
o p 0 e po ng om a
un m x u e has 00 ed enough no 0 be ome
RAFF C AND ANE MARK NGS
C ean ng Sweep and eon su ace 0 e m no e oose ma e a and dus
On S e St
d 9 and
one ma k n9 po n
s spe fi 0 y spe
Co 0
'Ittl e un ess 0 he w se spe ed on c
d ow ngs
Do no apply
Eng ee
of
and one ma k ng po n un
ayou and p acemen has been e
ed w h
o p oduee un 0 m s a gh edges App y n 2 00 s a
'M-fEE STOPS
fED QUAUTY CONTRO
o
conc e e eou ses 0 omp once w h
Repa 0 emo e and ep 0 e uno ep ab e po ng
no be accep ab e I'f e eead ng 0 ow ng 0 owob e
Su a e Smoo hness Tes n shed s a e 0 eo h aspha con e e au se 0 smoo h ess
ee 0
us ng 0 s a gh edge app ed po 0 e w h and a gh ang es 0 cen e ne 0 po ad a eo
Su a es w no be a ep ab e e eed ng he 0 ow ng 0 e on es 0 smoo h
o
en e ed and a gh ang e 0 own
on base 0 po emen
p 0 de odd ona
SEcnON 02666 - POTABLE WATER SYSTEMS
PART 1 - GENERAL
OESCR PT ON OF WORK
E en 0 po ab e wa e sys em e e 0
mp 0 emen s s nd a ed 0
equ emen soh s se on
on 0 e 0 a on and ba k
equ ed 0 po ab e wa e sys ems no
QUA TY ASSURANCE
on e pe en e on
Code and Sanda ds
Comp y w h C y 0 W n e Sp ngs Requ emen s
Win e Sp g5
and he C 0
SUBM TA S
P odu Do a
po ab e wo e
do a and ns a a on ns u ons 0
po ab e wa e sys em ma e 0 S 0 Eng nee 0
subm
and p odu
ma n enon
do 0 and po s s s 0 po ob e wa e sys em ma e as
da a shop d ow ngs and e 0 d d ow ngs
PART 2 - PRODUCTS
P PES AND P PE F TT NGS
P p 9
d
Po ye hylene PE) P pe AWWA C90 0 S zes /2 hough 3 m n mum p essu e 200 ps a
3 4 Coppe ube au s de dome e pe ASTM 0 273 manu ac u ed om 9 n as n mee ng
ASTM 0 248 sho ha e a sanda d d mens on 0 0 0 9 (SOR9) and a pas p pe ns u e
o ng 0 PE 3408
F ngs Coppe a oy 0 nylon ba bed nse
p pe a eo h n se
ype w h 2 s op ype san ess s ee amps 0 e
PART J - EXECUnON
NSPECT ON
Gene 0 E om ne a eos and cond ons unde wh h po ab e
p odu s 0 e 0 be ns a ed Do no p 0 eed w h wo k un
o e ~ n manne a ep ab eons a e
a sand
ons ha e been
ns a a on 0 den fica on
Gene 0 Ou ng back ng/ op so
on nuous unde 9 ound EMS magne
fin shed 9 ode
es ns 0
2 be ow
NST A LA TlON OF P PE AND P PE F TT NGS
Po ye hylene P pe
Th us
by
n oceo don e w
bends
ons
e m no ons
o
o y
dewa e ng as equ ed 0
and
a y
Whe e he e
mans
oss 9
ADJUST NG AND CLEAN NG
Repeat p ocedu e
n bac e 0 09 a exam no on
No onne on 0 he e s ng po ab e wa e sys em w be mode un
e e ed
eo an e has bee
SECTION 02720
PART 1 - GENERAL
STORM SEWAGE SYSTEMS
DESCR PT ON OF WORK
s nd cated on d ow ngs and s hedu es and by
Eo
se
ba k
equ ed 0 s 0 m sewage sys ems no work 0 h
o s ho zon 0 b on hes
QUA TY ASSURANCE
sa s a 0 y
Codes and Sando ds
Camp y w h app
and ns a a on 0
po ons 0 oca En onmen a Agency
SUBM TT AlS
P oduc Do a Subm
s 0 m sewage sys em
ns a a on ns uc ons
Re 0 d 0 ow ngs
and p odu s n
9s 0 ns a ed s 0 m sewage p p 9
PART 2 - flRODUCTS
P PES AND P PE f T1NGS
P
ons
o e 0 he 0 ow ng ma e
same ma e a a d we gh
Re 0 ed
AS M C 6 C ass un ess 0 he w se nd a ed
C ass
44 C ass
on e e same s e 9 h as ad 0 n ng p pe ong e and 9 00 e gaske ed
AS M C 443
F
on s
CA TCH BAS NS
Gene 0
Po de
ed on e e a h bas ns os nd a ed w h as 0 goes
PART J - EXECUllON
NSTA AT ON OF P PE AND P PE F TTlNGS
Gene a
whe e mo e s ngen
es ho ng JU sd on e ep
de e s Ma k de e e mo e 0 s w h
ue 0 g odes and a gnme
nd a ed w h
eom
ons 0 se 0 ub an s
ob e p 0 sons 0 ACPA Con e e P pe
P a e pugs n ends 0 un omp e ed
ondu
o end 0 day 0 whene e wo k sops
F sh nes be ween manh
a emo e
ypes 0 p pe w h sando d manu 0 ed
Case
Po
a
e 0 nspe on
o u ed
nspe p p g
d sp acemen 0 0 he damage has
a gnmen
e n spe
o 0 he de e s
CA CH BAS NS
Gene a
Co s uc 0 h bas ns 0 s as and shapes nd a ed
Se ames a d goes 0 e e 0 ons nd a ed
BACKF NG
open u enches ase y 0 ow ng
on and es ng a e comp e ed
Tes ng Pe 0 m es ng 0 omp e ed p p ng n a 0 don e who a au ho es ha ng
u sd on
SECTION 02730 - SANITARY SEWAGE SYSlEMS
PART 1 - GENERAL
OESCR P ON OF WORK
nd a ed on d ow ngs and s hedu es and by
Eo hwo k 0 e co a on and ba k
se on
equ ed 0 san 0 y sewage sys ems no wo k 0 h s
Con
equ ed 0 san 0 sewage sys ems no wo k 0 h s se on
QUA
on e pe ence on
o ha
Codes and Sanda ds
Code Comp once Comp y w h C y equ em en sod sanda ds
Camp y w h app cob e po ons 0 No ona Sando d P umb n9
and ns a a on 0 san 0 y sewage sys em ma e a sand p oduc s
SUBM TTA S
P odu Do a
sewage sys em
Reco d 0 ow ngs A p 0 ec c oseou subm
p p ng and p oduc s
PART 2 - PRODUCTS
P PES AND P PE F TTlNGS
P 0 de p pes 0 one
ngs and a esso es 0
a ed
we gh / ass
ass as p pes
Po yv n)'4 Ch 0 de (PVC) Sewe P pe ASTM 0 3033 ype PSP SDR 35 0 AS M D 3034
ype PSM SDR 35
Abo e a a ob e 4 hough 5
2 and 5
SDR 35 4 6
&: 5 SOR 4 6 8 9
9 w h AS M
s amp Y 9
p pe e ens on 0 9 ode w h
a ess ome 0 e eon ou
ou
oed
PART 3 - EXECUllON
NSTA AT ON OF P PE AND F TT NGS
es ha n9 }oJ sd on e ep
o de e appa en de e s
e pa nand pomp y emo e om s e
ue 0 9 odes and a gnmen nd co ed w h
P a e be
manu a u e s ns a a on e ammenda ons and n
n 9 as equ ed 0
wa e and
TAP CONNEC ONS
Make onne ons 0 e s ng p P n9 and un de 9 ound s
on 0 m as nea y as p a ob e 0 equ emen s spe
BACKFL NG
n shed work w
en hes osey oowng ayng on ng
es ng a e comp e ed
F ELD QUA TY CONTRO
es ng Pe 0 m as ng 0 amp e ed p p ng n a 0 don e who a au ho es ha ng
u sd on
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ABBREVIATION LEGEND
LANDSCAPE LEGEND Buraer Kina Winter Sprinas
Dietes vegeta (iridoides) full, 19, 18"oc
White African iris
Hex x attenuata lEast Palatka'
East Palatka holly
Hex x 'Nellie R. Stevens'
Nellie R. Stevens holly
Ligustrum japonicum tree
Ligustrum tree
Liriope 'Evergreen Giant'
Evergreen Giant Iiriope
Loropetalum chinense var. rubrum 'Ruby'
Ruby loropetalum
Magnolia grandiflora 'Little Gem'
Little Gem magnolia
Nandina domestica 'Royal Princess'
Royal Princess heavenly bamboo
Quercus laurifolia
Laurel oak ,
Quercus virginiana
Live oak
Quercus virginiana,
Live oak
Rhaphiolepis indica
Dwarf Indian hawthorn
Viburnum suspensum
Sandankwa viburnum
Viburnum suspensum
Sand~nkwa viburnum
Stenotaphrum secundatum 'Floratam'
Floratam S1. Augustine grass
Pine bark medium nuggets mulch
An'nual color for Sun
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 his 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 removaVaddition is not permitted within the driplines.
-Ro~nd-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 p~event overspray and/or 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 ouUined 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 soil line & over 4"
caliper at 12" above soil line unless otherwise noted. All rootballs and containers to be free of weeds and their roots.
-Planting soil 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). Landscape Architect shall not be
responsible for adverse soil or drainage conditions.
-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
tableU 1 gal, 2 tablets/3 gal, 3 tablets/S or 7 gal. 4 tablets/10 gal and one tableU.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's. 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 tre~s/palms to be guyed/staked as per details.
-LC to remqye 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.
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4"pot, 10"oc
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ANN
.
-lC to provide a one-year warranty for trees/palms, three months for shrubs, 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 days (sod for thirty days) from replacement date.
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 to be maintained at a 4' height or at sill height at windows.
-Automatic underground irrigation system with rain sensor to provide 100% coverage of all landscape areas.
CITY OF WINTER SPRINGS LANDSCAPE CODE NOTES
Master Development Plan for Tuscawilla Tract 1S Parcel1-B applies to this site.
Buffer along ROWISR 434 (200'): Requires berm, 6 canopy and 4 sub-canopy trees and hedge.
VUA & adjacent property (579'): Requires 8 canopy trees and hedge. .
Interior: Requires 10 canopy trees
Total Required: 24 canopy and 4 subcanopy trees and hedges. All proVided.
Trees to save: 1 .
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.aUr. drl,Ua..
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FINISH GRADE 1. BELOW ROOTBALL
-
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PRESSURE TREATED WOOD STAKE OR
REBAR WITHIN ~CH RING
REMOVE BURLAP FROM "TOP 1/3
OF ROOTBALL
REMOVE ALL NONBIOOEGRADEABL.!
COVERINGS
mical'Tree Protection Detail
HOT TO SCALI
PLIlNTINCi HOLE TO BE:
.24. WIDER FOR ROOTBALLS UNDER 3- DIA.
4.. WIDER FOR ROOTIlALLS OYER 3 - DIA.
ROOTBALL ON TNlPED FILL OR IUBCiRAOE
TREE PLANTING IGUYING DETAIL
HOT TO IeALE
FINISH GRADE 1.
alLOW ROOTMLL
fltULCH ,. SPECIFIED
SLOW "~AK trERTILIZU
TA8,LETS AS SPECIFIED
~ILL ,. IP&CIFIED
+
+
SDPHIN G. PARGAS, ASLA
Land.cap. Archltec. . fL ae.. .1090
... 1 ~55lletbhi... A_ue
,..Wi""" Pan., Fl32789
REttOVf: ALL NOH8I00EM.-o<<ML.1
COVERINGS /
T~D "ILL OR I4.QR~
SHRUB/GROUNDCOVER PLANTING DETAIL
NOT TO K4W..I
407. 806-4477 + fax 407.8."-8738
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PROJECT NO.
DATE
SCALE
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JULY, 1999
1" = 20'
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GENERAL NOTES
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I) IIiEFER TO ne LAND6CAIDE .....AN& UEN TRENCHINCi TO AVOID TIIiIEE& AND 61 FIJI!S6.
2) AU. MAtlLINE PIPING &WALL eE DlREJ:> TO A MINtu1 OEPTw OF Ia' OF COYER
AU. LA~ "'PING 6HAU. ee e&JIltfID TO A MNt1I1 J:>I!ftn.f 01' 12' Of' COYER
J) AU. POP-UP R?TQN AND 8PRAY6 IWALL eE IN6TALLED U&1Nci AN 18' PYC FLE)(
fDfFE ca+eCTI()N. 00 NOT USE F\I+(y PlfDE.
4) ADJU&T ALL NOZ%U!6 TO,N!PUce W4~ w..6n: ON ~ "'ACI!& . I!!N..PG. ~6.
&) fI.IIIiIeOTTL.E ALL VALYE6 ON 6I-Re LlNE6 A6 N:cil.IfIIEJ:> TO fDfeVENT FOciCiINci.
6) ALL lltleeM &WALL ee fDAINTEI:> A COLOR c:woeeN I5Y 1lE LAoU:>6CAfDI! Al'fCWITECT.
,) ALL f1t18EM &WALL ee 6TM<I!D WITW A 6T!I!L ANGLe AND eec:&.lNt> WITW IDVC
ULTRA-VIOLET LIGf.IT fIIliflenEc:::TEJ:) PVC ct.........
e) AU. CCiN11IeOL tUN! 6PLICI!6 &WALL ee MAOI! IN VALW 150><16 U61NG t<:ING
'ae 6T!fD' CGNeCT~ AND 6EALANT UlTW &II,. NJT6.
~) TJ.I! CQN1'IItACTOR 6WALL ......... AN At-BUlL T ~ QN A -f-~IeLf!
P..A.PeR lEP'A OR M'T'LAIIV &WOWING ALL I~TION IN&TALLATION. A MYLAR OPt
eep'A QI 1M! ORIGINAL. P'LAN CAN I!SI! OIST AINeD ~ 1M! LANI:>6C:API! AAQ.IITECT
fIOIIIt A flEE. 1loI! A6-I!SUIL T ~ &WALL LOCATE ALL MAN.1Ne ANt:> VAL W6 I5Y
8f.ICW1NG E><ACT MI!~6 fIIIIlIOM WARD ~6.
1tZ)) ALL VALVE&, GAll! VALW6 ANO QUia( <::aPI..EM IWALL ee IN&TALLEr> IN VALVE
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II) ANY "'PINci &WaLN QJT61i:>i! n.e ~T T LINe OR flllH.tlNG 0UT6101! A L~
ANlA 16 6f.IC:IU.N ,....,. fIOIlt CLAIItITY ClNL Y. ALL LlNE6 &WALL ee IN&T AL.U!C> QN ,....
~~rl AN:> IN&IDI! ne L~ AIlI!A6.
12) ALL fltI8Dt.e &WALL - IN6T AL.U!C> 12' ~ .ANY WALL AND A MINIt1.M OF 12' ~
ANY 61D1EWAU<, PATIO OR ~AD.
IJ) THI! e)(ACT f.E1CiHT OF ANY 12' r-op...... TWAT 16 ~ IN A If.Re eED eHAU. 1!51!!
t:>e18I1N!O BY ne L~ ~ITI!CT IN 1M! PIeLt>.
14) ne CQN1'IItACTOR &WALL 1!~18I! CAN! eo A6 NOT TO OAMAGE ANY 1!)(16TING
UTILITIE6. THE CQN1'IItACTOIIt &WALL BE fleE6P(;)N61eLE FOR 1lE Ir't1EDIATE fleDAlIIie
AC> coeT OF .ANY D.6MAGE! CAI.IeIi!D I5Y HI6 WOIlfI(.
It) ALL I.UORI( &HALL ee ~ POR ONE YeAR FRa'1 ne DATI! 011 PINAL
ACCEPr ~ AGAIN&T AU. DEFECT6 IN ECilIIft'ENT AND WOIlII<MAN6HIP.
16) I!LI!CTl'tlCAL eetIlvICI! TO AU. I!QJlfIt1I!NT ~ ee ~DID TO A ~1c:lN
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J JeH-1IC6T -15 H &' 6TRP ~ leeL!IIt AN ~ ~-I2A VAL~ I!!SO)(.
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PURPOSES ONL Y /IN- M 1eH-II86T 1.2 4' )( ",. 61D1! &TRJPt
ST ALL INSIDE PROPERTY N 1eH-I2H L2 12' LOW~
LINE fD IeH-WT-LA .&2 11>' LQW GIN! nMD CLAee I6tD pyc LA'f'EIltAL LINE- &lZE A6 &HouN
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-- --..--..
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LOT 19, PHILLIP R. YCNGE GRANT
PLAT BOOK 1 PAGE 35
O\llNER. ROBERT A. YEAGER, TRUSTEE
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LUMina.ire Schedule
Project- Project_l
SYMbOl Qty Lobel ArrQngeMent LUMens LLF Description
EJ 10 A SINGLE '96600 0.75 CF3499-M 1000 W Mh
...-------....--
NUMeric SUMMnry
Project- Project_1
Lobel Avg Mo.x Mln . Avg/Mln MaxiMin
G1 9.43 25.2 2.3 4.1 10,96
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LUMinnlre Locn t.on 'SuMMQry
Projectl Project 1
SeqNc Label X y Z Orient Tilt
1 A 6629.35 5081.66 27 347,46 25
2 A . 6627.36 5080.76 27 289,99 25
3 A 6744.69 5072.88 27 219.23 25
4 A : 6746.45 5072.88 27 295.3 25
7 A 6676.19 4916.55 27 0 25
9 A 6606.51 4976.86 27 33.06 25
10 A 6606.51 4975.1 27 327,15 25
11 A 6786.85 4956.95 27 125.71 25
12 A : 6786.85 4955.19 27 217.69 25
8 A 6674.43 4916.55 27 196.14 25
CURB INLET
~
~
91
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