HomeMy WebLinkAboutVII(G) First Reading, Ordinanace No. 2002-05, Nonsubstantial Amendment to the Land Use Plan for Olympia PUDh
N. T. S.
VICINITY MAP
, , HOLMES r` JACRWON
(waTaN�_g�'
NASSAU
MADISON HAMILTON �� r•
V' SAY ; ; IEON , ( - �-tMAN EEI I BAKER_
i ===-„ USERTY wAKwA ' 4.
TAYLOR
GULF � IF^-PAYETLE, + r J CLAY
DDUE 7 R ALACHUA PURIMI
LEVY MARION
J Vauaw
J
PROJECT I
oRivaLE ; L
VICINITY ;A --`=-�
- , 'Z xoxu eo1
PINELLAS i
I PGLN _
RrDRAN
RIVER
6ANATEE HARDEE I -ECHOBEE
HIGHLANDS,
DE SOTO J
- MARTIN
crwuvMI' GLADES
- -
R
LEE ENOIW PALM 97"
I ,
COLLIER I OROwARD
,
. MONROR DADE
I
C1 Y OF OCO E, FLORID/
• •.
SPRING
LAKE
LAKE
JOHIO
438 SILVER STAR ROAD
CFREN
Ra
Q '
AKE m
LYMPI L,L
L❑CATI❑N a
IUE O WHITE ROAD
DEEP w
LAKE
a
S
Ca
O
LJ'
W. COLONIAL DRIVE
L❑CATI❑N MAP
N.T.S.
Owner:
OLYMPIA DEVELOPMENT GROUP, INC.
1461 Main Street
Dunedin, Florida 34698
(727) 736-8622
PREPARED BY:
CONSULTING ENGINEERS
5300 WEST CYPRESS STREET, SUITE 300
TAMPA, FLORIDA 33607-1066
(813) 282-7275 (VOICE)
(813) 286-1207 (FAX)
INDEX OF DRAWINGS
l
COVER SHEET 1
OVERALL PLAN 2
PANEL 1 3
PANEL 2... 4
PANEL 3 : 5
SITE DATA CONDITIONS OF APPROVAL 6
rvf5�
,y
J
E
ri
C)
I
0
0
N
0
.0
L2
3
0
CL
a
0
LtJ
i
0
a
0
w
z
0
N
s
0
m
3
0
0
U
s
a
r
J
i
E
z
.3
0
0
.0-
to
m
o.
_ N
(0
E
0
z
N
O
"(TYR)
RIGHT-OUT zo
ACCESS
W LINE OF
NW 1/4 OF SE 1/4 OFLVER-AP,K W
SECTION 16, N LINE OF N E TIO OF Y Q
TOWNSHIP�2?. SOUREPLAT sE NE F SECTION F Q
RANGE 2a jC1 r ` ❑ S A C EP, B. 8, PG. 128 �TTOWNSHIPANCE 28 EAST
70 PAVEMENTASPHALTPAVEMEM --_o 41-J„ -
�-
CRo WALK-- ------ ----- - - STOP
----- -- --'--- .__-_.. .._.-.__ -.-.- ----
nn
lam NE.• jk .�..A,««.F«,. 170.00'� 170,00'..
PNIEL �x - - A-
CROSS-ACG€�A -
UTILITY EASEMENT
COMMERCIAL LAND USE
i I AREA = 1.17 AC. COMMERCIAL LAND USE
COMMERCIAL LAND USE 1 % IMP = 80% MAX, =
RIGHT -IN / RIG AREA 1.17 AC.
JOLj
AREA = 1.74 AC. o
AlE% IMP = 80% MAX. �5 %IMP = 80% MAX.
OM
'40' CROSS ACCESS AND
- -- -- - --- { R UTILITY EASEMENT
a SS
UTILITY EASEMENT
j31$ 7_ 0.0
"
I N 115' PVMT, SETBACK/
LANSCAPE BUFFER (TYP.)
COMMERCIAL LAND USE MASTER PLANNED RETENTION POND 2
AREA = 1.91 AC. TRACT A AREA = 2.75 AC.
% IMP = 80% MAX. LOT 3 TOP OF BANK AREA 2.72 AC.
- -- : R --- -- R --- --- 5' DEPTH WITH 5:1 SLOPES
FULL ACCE S r 4' MAX DESIGN HIGH WATER DEPTH
RESIDENTIAL LAND USE -"-
- -- ! -- - - -- -- -- - -- TRACT A I .
Cy
50' I (TYP.) 50' CROSS ACCESS AND
ii I Y a I 54 CROSS ACCESS AND r UTILITY EASEMENT,
o N a w( UTILITY EASEMENT INCLUDING A 10'
Y a I o COMMERCIAL LAND USE MINIMUM LANDSCAPE
g AREA = 1.33 AC, BUFFER ALONG EAST EDGE
001% IMP = 80% MAX. '
LOT 2 I 3.1'5:47''
336.93' o
Co
22 OW LOT LINE (TYP.) TRACT D PUBLIC
COMMERCIAL LAND USE 50.00' PUMP STATION
I ( AREA = 1.27 AC. (MIN.) ,, i 0.06AC.
I % IMP = 80% MAX.
CI I '
00I 1 5' SIDEWALK (TYP.)
LOT 1 B
LOT 8
f
321.14' PUBLIC SCHOOL
�® 41111111111 R1A RESIDENTIAL LAND USE
I I
LOT LINE (TYP.) 1 AREA = 16.76 TOTAL ACRES
1 r (FOR INFORMATION ONLY)
COMMERCIAL LAND USE jf ROADWAY FOR LOTS 1A,1B,2, AND 3
AREA = 1.21 AC. (MIN.) ( SHALL BE CONSTRUCTED WITH
IMP = 80% MAX. LOT 1A j I THE DEVELOPMFNT OF EACH LOT,
I I ,
EX. PVMT, 69.8'
305.41' I '
24' 60' CROSS ACCESS & UTILITY EASEMENT
I
EXISTING 22 OW ---- '( '-- ---- -'-- -- - -- ---
FULL ACCE S
50 R TO BE TERMINATED
EX, WELL TO APPED
1255.4 -
�y 9
S. S 89'40 55" W 1 7775
Y
iMa PNMP 11 OIPtJeNO ME
Nsuro ,r£ rrtNn
POINT OF BEGINNING
S,E. CORNER OF PARCEL
DESCRIBED IN O.R. 4331,
PG. 1923
DIRECTIONAL ACCESS
6' SIDEWALK (TYP.)
A
i
- - 15TPVMT. SETBACK LANDSCAPE BUFFER -
171
.. .+. .�« .. .�. ... --E LINE OF Nw 1//4 OF
SE //a OF SEC>k1N 16.
j I TOWNSHIP 22 SOUTH,
RETENTION POND •1 RANGE 28 EAST
•=TRACT MRACTRB ARE,4ED �ET2NAICON POND 1I._EXISTING ZONING = C2
TOP OF BANK AREA 2.34 AC.
5' DEPTH WITH 5:1 SLOPES
o • 4' MAX DESIGN HIGH WATER DEPTH
`V + RESIDENTIAL LAND USE
417.28'
:s r
C+. •� err e1� � C+� e>• ��� s1� �
PEDESTRIAN ACCESS TO BE
PROVIDED BY LOT 7 AT TIME
OF DEVELOPMENT
II CROSS ACCESS EASEMENT
L
i o TO B PROVIDED WHEN
I N LOT IS DEVELQPgp "
\ (COMMERCIAL TRACT)
cfl
v \
bo \\\
w $
PUBLIC LIBRARY LAND USE
60' CROSS ACCESS AREA = 3.78 AC. O
- = - -
AND UTILITY EASEMENT 540.01'%IMP. 70 %MAX
�(CO�runTlnN nNl v) I
9
m
i I a 10
b
cn 11
SOIL CLASSIFICATION
DELINEATI❑N LINES - -
I 12
13
SILVER BEND
50' PUD PERIMETER P.B. 30, PGS. 4 & 5
BUILDING SETBACK (TYP,)
14
i�
I I� II
t5
25' LANDSCAPE
BUFFER Z
16 Q
N
PFR7'fUNE , U'
NORM OF SE COFM
i I17►-
PERUNE f�O2 ER
NORM OF OF SE CORNER C�
25' LANDSCAPE 50' BUILD SETBACK
W
BUFFER
"- - SE CORNER OF THE NW1/4,
SEt/4, SECTION i6,
- �To,
rLiHiP 22 SOUTH, RANGE 28 EAST
D
�FNO. N NO i0.
FJ17. t't{ C.N.
S LINE OF OF tn1Atq8. ' ,E• ,,6v 0n4O S
Of SECTION 16.
TOWNSHIP ID.
E4 SOUTH,
RM1GE 26 EAST
NOT PI.H.T t ED
EXISTING ZONING - R 1-A
CONCRETE
SIDEWALK
TYPE IF' CURB
TYPE 'D' -�
6" CURB
MEDIAN PLANTING ISLAND
CONCRETE
TYPE 'D' SIDEWALK
6" CURB
TYPE 'F'
CURB
5' 3' 16' 0.5' 0.5' 16'
11'
60' TRACT C
PUBLIC ROW
A SECTION "All -"All (ROADWAY TO BE CONSTRUCTED TO CITY STANDARDS)
N.T.S.
®111110
LEGAL DESCRIPTION
LEGAL DESCRIPTION:
A tract of land being the Northwest quarter of the Southeast quarter of Section 16, Township 22 South, Range 28 East,
less that portion of the Right -of -Way of Clark Road described in Official Records Book 4331, Page 1923 of the Public
Records of Orange County, Florida and less that part of Silver Star Road deeded in Deed Book 400, Page 252 and token
in Minute Book 17, Page 502 of said Public Records, being more particularly described as follows:
Commence at the Southeast corner of the aforesaid parcel described in Official Records Book 4331, Page 1923 for a
Point of Beginning, said point also lying on the Easterly Right -of -Way line of aforesaid Clark Road; thence run along
said Easterly Right-of-Woy line the following coursesl North 00¢10'51" East, 257.52 feet; South 89e49'09" East, 15.00
feet; North 00o10'51" East, 20,G0 feet; North 89o49 09" West, 15.00 feet; North 00o10'51" East, 644,00 feet; North
02e05'25" East, 180.10 feet; North 00e10'51" East, 145.61 feet; North 44054'59" East, 63.93 feet to a point lying on
the South Right -of -Way line of Sliver Star Rood; thence, deporting said Easterly Right-of-Woy line of Clarke Road, run
North 89e39 07" East, along sci4 South Right -of -Way line of Silver Star Rood, 1223.99 feet to the East line of the
Northwest quarter of the Southeast quarter, 1292.73 feet to the South fine of said Northwest quarter of the Southeast
quarter; thence run South 89e,40'55" West, along said South fine of the Northwest quarter of the Southeast quarter,
1277.44 feet to the Point of Beginning.
The above described tract of land lies in Orange County, Florida and contains 37.794 acres, more or less.
FLOOD ZONE INFORMATION
THE PROPOSED SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE C.
REFER TO FIRM COMMUNITY PANEL NUMBER 120179-0175C, DATED JUNE 15, 1984.
SCS -SOIL SURVEY TABLE
SOIL NUMBER SOIL IDENTIFICATION SOIL TYPE
4 CANDLER A
5 CANDLER A
34 POMELLO C
46 TAVARES A
47 TAVARES A
NOTES: SOIL INFORMATION IS FROM THE SCS SOIL SURVEY FOR ORANGE COUNTY.
..SITE DATA
TABLE
LOTS 1 A,1 B-6
AREA
9.95 AC.
BUILDING COVERAGE (MAX.)
30%
IMPERVIOUS AREA (MAX,)
7.96 AC./80%
POND AREA
-----
OPEN SPACE
1.99 AC./20%
PUBLIC ROW SETBACK
50 FT.
SIDE SETBACK
10 FT.
REAR SETBACK
20 FT.
MAX. BUILDING HEIGHT
45 FT,
LAND USE TABLE
COMMERCIAL LOTS 1A.1B THRU 6 (ONLY LOTS
1A,1B,2,8 & TRACT A SHOWN) 9.95 AC.
26.3%
PONDS AND ACCESS TRACTS A-D
5.96AC.
15.8%
LIBRARY (LOT 7)
3.78 AC.
10.0%
PUBLIC SCHOOL/RESIDENTIAL (LOT 6)
16.76 AC.
44.4%
RIGHT OF WAY TO BE DEDICATED
1.34 AC.
3.5%
TOTAL PUD
37.79 AC. 100%
LYMPIA
DEVELOPMENT GROUP, INC.
TOULOUMIS, TOULOUMIS & ASSOCIATES
ARCHITECTS ENC31NEERS CONSTRUCTION CONSULTANT
1060 KEENE ROAD, DUNEOIN, PLORIOA 34696
TELEPHONE:C727)736-6622 FAX:<727>733-0224
5300 WEST CYPRESS STREET
SUITE 300
TAMPA, FLORIDA 33607
Ph. (813) 282-7275
POST, 81 DW. SCHUH & JERNIGAN, INC.
LEGEND
EXIST. CONTOUR ..=
---10.00_...
PROPOSED GRADE ELEVATION
-""g
PROPOSED CONTOUR �� 10,00
PROPOSED STORM SEWER
PROPOSED FORCE MAIN
FM
PROPOSED SANITARY SEWER
SS
EXISTING SANITARY SEWER - ----
-- PC -------
PROPOSED DOMESTIC WATER LINE
W
PROPOSED FIRE LINE
FL
PROPOSED INLETS (BOX)
PROPOSED MANHOLE
•
PROPOSED CLEANOUT
SOIL TYPE
4
SOILS
1
11/25/98
MDC
I CLIENT COMMENTS
2
1/15/99
MDC
CITY COMMENTS
3
2/5/99
MDC
CITY COMMENTS
4
2/22/99
MDC
CITY COMMENTS
5
3/1/99
MDC
CITY COMMENTS
6
9/1/01
JLB
CLIENT COMMENTS
NO. I DATE I BY DESCRIPTION CONST.
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT
THIS PLAN AND SPECIFI-
CATION WAS PREPARED BY
ME OR UNDER MY DIRECT
SUPERVISION AND THAT I
AM A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA
AS SIGNIFIED BY MY HAND
AND SEAL.
PROJECT NAME
OLYMPIA PUD (MODIFICATION)
■
SEC OF SILVER STAR RD & CLARKE ROAD
OCOEE, FLORIDA
PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN
OVERALL PLAN
DATE SEPT. 2001 STORE NO. DRAWING NO.
DRAWN JLB n
BY: L
REVIEWED
BY; MDC SCALE: N.T.S. 2 OF 6 DWGS.
E
n.
O
v
N
O
N
to
v
c
in
N
E
O
Z
a)
N
•,ITC ���.I! ';?�f;l-,'..
Si )
CNI
AJ
z^=a .:...,.. f , ,. ;.., -.,.. ,. .. .. � . ,�-1r _....,, ..,x�.. •-�;,^•..-_• -"�- .�", ',.,a;� —� �a .3�./�r-�:
.�..�.>� '3 .� '?a�`�"'T•; •r„ c�:�"� "�sa. �-s '�' ,,`�'<""n�.,� t� .u"�, F;'.a" � �tr .�' ..�`�'"�.u,..._�-'- --- `�n�'-�;:�:.
s.,.ca.�.w-t;.�,7.r�..:;.� "� ;�'w,, ?� 2:o..s`�"�, �•y; .e '•%� _ t • ^` a, . yc ^ t,�g'-� ,�, ; _ ;�?"`'$�v '6 � h.., . , d' .�' °�,^" t, "5���:" '.r,� r>t.r�2im.s�`�`
—
i
i�
17 1r
--- _ _
n --', MAX. 6, , . „ . ,
, .,, '. C' � _ - - - ,
�.. ;"\• '
i
---- - 10`ACCESS EASEMENT�,
> r
l _
T
, .._.. _ ,-, `, _-__ `. ., ,. .' `i• -�' -_ _-__ - t--;.-�.� ,- III
•�� � ' tip'" j ..`� �-- .- ----, ��' ... �`,� `� I! ili
- i i .�`i;•' -' '` !�' !ii ill / ,.'� `..
,
J32 --------------
I I '.J �•i
J lv I.
• =r, : -,' ` � fir. ;
-,3k - - - --- -- - I' I / r'� `, � ` `' _ � -.-,L. � III i� � •, -•'' ";
• i '� , .�'.-v7 III ;il '_•
_... I i /" � t / /� � •`r._ ,�• ., ill I!i „r'r_,):
1
I --- --� ------- �i`<. ----- - _ _._-- ----- --•--i i ''' r 5r:-�, �I ill ���.�,..
I
`V n,'• I`! III t.._
{ 6' CONCR� TE WALK ( / i r' r:J 1f it \�,1 I'I III
`��' � PEDESTRIAN ACCESS TO BE PROVIDED BY LOT 7 A`I' TIME OF DEVELOPMENT Ili i'
lit c
WET DETENTION POND 1 ' i• �;' ! ' ' ,` r 4.._ j'i ill-=_a.r_
f` TOB EL. = 134.0
NORMAL WATER EL. = 129.0
BOTTOM EL. = 124.0
5:1 SIDE SLOPES
4.0' MAX DESIGN HIGH WATER DEPTH
I, �, ; �- /•" i %; I I/ , J I I � I I III (il
'� `' I �! %• % / � III!': I!i
`•�` '�' :� ��' /' � !' '. I ! I �/, � r' � ,'• �� `c.:T%' II ill
• � ' : " I I I / • / • /' � r` � i 'iiI j
/ - ! . I i' /J(r. %/: x'.' I R%�.';_ -C '7F
. `� Cr� !III i!! •rr..,
-------------------.__'----------------____-----{-- ---•-------- � - -----•------------A--- -- — � ! I l f !'� � `I i/ %j • % I ;iii iC
-
' % I
------------------------- ;,�' I j \\ � tad133
I I i r• � ! !iiI li
I t J _j ill III ' rJ
/` i - Ill itl
It l
' - I
I rr,
II ! (! , I' I ; � I I i it ll I) !� \"�'G"•! l -- '; i' ! i '"� � �! Il I . ta" ': ^` ..
' �{ ! I I i � h � 1 i . t: '� I I: it �/�' � , '..:_--__r•:_�: `: _ --=s=------c�•"T-' ='-'� ---'ll @ - .__
- %` /' ;, 'I-�, 1,-'" � � I ��'�•.
I, ' (• ' I I r� '� I I 1 ` I. I I Ij �'i..il "'� - � - ";, I; J ; �'` I f `,yy L l`
0 �OY'
NE ST
r
-- - --- ---------- _ ----- -_ n
__—r ' —il %�! ` ' II I i 'I , .. I : /' i / • /
I I I` Ifr i`
IUi
.rt>� 1--Is�l.-._ -=_-=r I I�ssn!�:��.:�.,.:>i�,>:r-•-a====-->.�_ __1.�._=rn_Jl ;L��._=�i----.._--- --- -��' �' ,,,� i=. /;
fit
.r �• r I 1
6" SOLID WHITE
6" SOLID WHITE
PAVEMENT WIDENING
I r"
18" YELLOW
6 YELLOW
.I31 c:r,7.
r
TAR ROA
OLYMPIA
DEVELOPMENT GROUP, INC.
1461 MAIN STREET
DUNEDIN, FLORIDA 3"08
TELEPHONE: (813) 738-8822
TOULOUMIS, TOULOUMIS & ASSOCIATES
ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT
1461 MAIN STREET, DUNEDIN, FLORIDA 34696
TP=I-P=4=1l--Ir--1NP=_<8 "I _--3)77CE�B—BB22
5300 WEST CYPRESS STREET
SUITE 300
TAMPA FLORIDA 33607
Ph, (813) 877-7275
LEGEND
EXIST. CONTOUR
PROPOSED GRADE ELEVATION
PROPOSED CONTOUR /�- 10.00
PROPOSED STORM SEWER
PROPOSED FORCE MAIN
FM
PROPOSED SANITARY SEWER
SS
EXISTING SANITARY SEWER --------
'SS. - _._.._.._.
PROPOSED DOMESTIC WATER LINE
W
PROPOSED FIRE LINE
FL
PROPOSED INLETS (BOX)
PROPOSED MANHOLE
PROPOSED CLEANOUT
SOIL TYPE
4
SOILS
1 11/25/98 1CLIENT COMMENTS
2 1/15/99 MDC CITY COMMENTS
3 2/5/99 MDC CITY COMMENTS
NO. I DATE I BY DESCRIPTION CONST.
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT
THIS PLAN AND SPECIFI—
CATION WAS PREPARED BY
ME OR UNDER MY DIRECT
SUPERVISION AND THAT I
AM A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA
AS SIGNIFIED BY MY HAND
AND SEAL.
PROJECT NAME
OLYMPIA PUD
SEC SILVER STAR RD & CLARKE ROAD
OCOEE, FLORIDA
PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN
PANEL 3
DATE: NOV. 1998 STORE NO. DRAWING NO.
DRABY: SCALE: 1 "=40' 5
REVIEWED
BY: 10-357 5 OF 6 DWGS.
3
0
,o
I
0
v
0
i
0
i
0
a
to
w
W
Of
J
W
W
Co
v
0
Q
J
J
7
i
d-
. rn
rn
0
0
EXISTING SITE DATA
1. Total Acres 37.79 acres
2. Wetlands : N/A
3. Existing Zoning A-1 Agricultural (Orange County)
4. Surrounding Zoning East - C-2, RI -AA; South - R1-A
5. Existing Vegetation : Young pine trees
6. 100-Year Flood plain : N/A
7. Soils 4 Candler
5 Candler
34 Pomello
46 Tavares
47 Tavares
CONDITIONS OF APPROVAL
1. The Developer shall dedicate to the City of Ocoee, an additional 22.0 feet of
right-of-way along Clarke Road and contiguous to the western boundary of the Property.
This right-of-way dedication will be by deed to be recorded in accordance with the terms
of the Developer's Agreement, The Owner of the adjacent Lot shall maintain the
right-of-way prior to development. No person or entity shall be entitled to any impact fee
credits or the other compensation for or on account of the conveyance.
2. The Developer shall dedicate to the City of Ocoee, an additional 25.0 feet of
right-of-way along Silver Star Road and contiguous to the northern boundary of the
Property. This right-of-way dedication will be by deed to be recorded in accordance with
the terms of the Developer's Agreement. The Owner of the adjacent Lot shall maintain the
right-of-way prior to development. No person or entity shall be entitled to any impact fee
credits or the other compensation for or on account of the conveyance.
3. Access Improvements on Silver Road will be constructed in conjunction with the initial
subdivision improvements and include the right turning lone and directional left turning lane
as shown on the plans.
4. Cross access, utility, and stormwater easements will be provided as part of the plat
across ail PUD lots.
5. Parking for individual lots shall be provided in accordance with City of Ocoee Land
Development Code.
6. The public school/residential site shall be developed in accordance with R-1AA zoning
code if developed with a residential use.
7. The City is subject to the terms, provisions and restrictions of F.S. chapter 163
concerning moratoria on issuance of building permits under certain circumstances. The City
has no lawful authority to exempt any private entity or itself from the application of such
state legislation and nothing herein shall be construed as such an exemption.
8. The developer intends that all internal streets will be private streets which shall be
maintained by the property owners' association, with access granted to the City of Ocoee
for emergency and maintenance personnel. This emergency easement will also be noted on
any plots. The appropriate access and utility easements shall be granted to the City over
all private roadways.
9. All lots with uses other than public uses will be subject to preliminary and final
concurrency review. Lots with public uses will be considered in any evaluation of the
adequacy or availability of public facilities, infrastructure, and services necessary to serve
the lots with private uses.
10. Impact fees for this PUD will be calculated in accordance with City ordinances as from
time to time amended.
11. The uses permitted within the commercial portion of the PUD, consisting of Lots 1A, 18
through 6, shall be those uses listed under C-2 Zoning District, Table 5-1, Use
Regulations, of the Ocoee Land Development Code, as it may be from time to time
amended. Any uses under the C-2 Zoning District which require a Special Exception shall
also require a Special Exception under the PUD, except for Child Care Facilities, which is an
approved use under this PUD for Lots 1A, 1B-6, and Automobile Service Stations and
Convenience Commercial with Gas Sales (including those with a Car Wash), which are
approved uses under this PUD for Lots 1A, 18 and 2. Lot 7 is approved for use as a
Library. Lot 8 is approved for use as a School or, alternatively, for those uses listed under
the R-1AA Zoning District, Table 5-1 of the Ocoee Land Development Code.
WAIVER TABLE
CODE SECTION
CODE REQUIREMENT
PROPOSED
JUSTIFICATION
TABLE 5-1
SPECIAL EXCEPTION
USES PERMITTED WITHOUT
ACTIVITY CENTER
REQUIRED FOR USES:
SPECIAL EXCEPTION:
STANDARDS PROVIDE
CHILD CARE FACILITIES,
ON LOTS 1A, 1B THROUGH 6
INCREASED LEVELS
AUTOMOBILE SERVICE
CHILD CARE FACILITIES;
OF QUALITY AND
STATION,
ON LOTS 1A, 1B AND 2 -
PROTECTION FOR
CONVENIENCE
AUTOMOBILE SERVICE
SURROUNDING USES.
COMMERCIAL WITH GAS
STATIONS, CONVENIENCE
SALES (INCLUDING
COMMERCIAL WITH GAS SALES
A CARWASH)
(INCLUDING A CARWASH)
12. Unless provided otherwise on the PUD Land Use/Preliminary Subdivision Plan
development of the commercial portion of the PUD (Lots 1A, 1B through 6) shall conform
to the standards and requirements for commercial components of Planned Unit
Developments as set forth in Section 4-5M of the Ocoee Land Development Code and, in
the event Lot 8 is developed for single family residential use, such development shall
conform to the standards and requirements for residential components of Planned Unit
Developments as set forth in Section 4-5L of the Ocoee land development Code.
13. A property owners' association shall be created for ownership and maintenance of all
common areas, open space, retention ponds and private streets and drainage.
14. All property owners' association documents and declarations of covenants and
restrictions shall be provided to the City for approval prior to recording of the first plot.
15. Cross access between individual lots for pedestrian and vehicular traffic will be provided
as part of individual lot site plans.
16. Proposed Traffic Generation (New Trips):
a. Commercial = 2686 TPD (from Table 2)
b. Library = 841 TPD (from Table 2)
c. School (K-5) = 813 TPD (from Table 2)
(per January 1999, Transportation Concurrency Assessment for
Olympia PUD, Ocoee Florida, prepared by PBS&J, Inc.)
17. Utility Information
a. Water and fire flow service = City of Ocoee
b. Sanitary sewer service = City of Ocoee
c. Stormwater management = On -site system per City of Ocoee and SJRWMD requirements
18. All retention ponds shown are proposed with approximate sizes and locations.
19. Water and Sewer Utility Usage Estimates:
a. Commercial (37,610 sf) (0.1 GPD/sf) = 3,761 GPD
b. Library (12,000 sf) (0.1 GPD/sf) = 1,200 GPD
c. Public School (7.5 gal/day/student)(860 students) = 6,450 GPD
20. Site data table:
SITE DATA TABLE
LOTS 1A, 1B-6
TRACTS A-D
LOT 7
LOT 8 (1) (2)
DE ROW CATED
ROW COMM.
ACCESS
TOTAL
AREA
9.80 AC.
5.96 AC.
3.78 AC,
16.76 AC.
1.34 AC,
17.28 AC.
37.79 AC.
BUILDING COVERAGE (MAX.)
30%
30%
30%
30%
- - - - -
30%
30%
IMPERVIOUS AREA (MAX.)
7.84 AC./80%
2.98 AC./50%
2.65 AC./70%
8.38 AC./50%
-----
12.09 AC/70%
21.97 AC.
POND AREA
- - - - -
5.06 AC.
------
TBD
-----
- - - - -
5.06 AC.
OPEN SPACE
1.96 AC./20%
1.79 AC./30%
1.13 AC./30%
8.38 AC./50%
- - - - -
3.78 AC.
13.29 AC.
PUBLIC ROW SETBACK
50 FT.
50 FT.
50 FT.
50 FT.
- - - - -
-----
-----
SIDE SETBACK
10 FT.
10 FT.
10 FT.
7.5 FT.
-----
-----
-----
REAR SETBACK
20 FT.
20 FT.
20 FT.
25 FT.
- - - - -
- - - - -
-----
MAX. BUILDING HEIGHT
45 FT.
45 FT.
45 FT.
45 FT.
-----
- - - - -
-----
NOTES:
(1) LOT 8 IS BASED ON A LAND USE WITH A MIN. LOT WIDTH OF 75 FEET PER R-1AA ZONING.
(2) SETBACK FIGURES SHOWN FOR LOT 8 ARE BASED ON A ALTERNATE DEVELOPMENT PROGRAM, WHICH IS
CONSISTENT WITH THE OCOEE R-1AA SINGLE FAMILY RESIDENTIAL DISTRICT.
21. Tract D will be conveyed to the City of Ocoee by warranty deed in form and
substance acceptable to the City free and clear of all liens and encumbrances of
the time of platting. The pump station shall be owned and maintained by the City II
- of Ocoee.
22. As required by Section 4-5(B)(5) of the City of Ocoee Land Development Code,
the Developer shall enter into a Developers Agreement incorporating all plans and
Conditions of Approval by reference. As used herein, the term "Developers
Agreement" means the Certain Annexation and Development Agreement to be
executed by and between the City of Ocoee, Olympia Development Group, Inc., and
First Union National Bank, as Trustee, contemporaneously with approval of the PUD.
23. All Preliminary Subdivision Plans, Final Subdivision Plans, and Final Site Plans
shall conform to the requirements set forth in the Ocoee Land Development Code in
effect at the time of approval of any such plans except where the requirements
expressly conflict with the provisions of the Land use Plan.
24. Any damage caused to Clarke Road or Silver Star road as a result of the
construction activities related to the PUD shall be promptly repaired to City
standards by the Owner at the Owner's sole cost and expense.
25. Decorative site lighting to be used throughout the site will be determined with
the approval of the final subdivision plan.
26, PEDESTRIAN ACCESS TO THE LIBRARY (LOT 7) FROM SILVER STAR ROAD WILL BE
PROVIDED ALONG THE EASTERN EDGE OF RETENTION POND 1 BY THE OWNER OF LOT 7
AT THE TIME OF DEVELOPMENT. THE LIBRARY IS SHOWN FOR INFORMATIONAL PURPOSES
ONLY.
27. THE ACCESS ROADWAY SOUTH OF LOT to SHALL BE CONSTRUCTED AS A PART OF
THE DEVELOPMENT FOR LOT 8 OR LOT 1A WHICH EVER OCCURS FIRST. STORM WATER
AND UTILITY INFRASTRUCTURE FOR LOT 8 WILL BE DESIGNED AND COMPLETED BY THE
OWNER OF LOT 8,
28, STORM WATER INFRASTRUCTURE SHOWN IS TO SERVE LOTS 1A,113-7 AND TRACTS
A-0. LOT 8 WILL PROVIDE STORM WATER RETENTION AND CONVEYANCE AS PART OF THE
LOT 8 DEVELOPMENT.
29. LOT LAY -OUTS FOR LOTS 4 AND 7 ARE FOR INFORMATIONAL PURPOSES ONLY,
APPROVAL OF THIS PUD LAND USE PLAN/PRELIMINARY SUBDMSION PLAN WILL NOT
INCLUDE THE APPROVAL OF THE SPECIFIC SITE DETAILS FOR THESE LOTS.
30. ALL SIDEWALKS LOCATED ADJACENT TO RETENTION POND TRACTS AND ROADWAYS WILL
BE CONSTRUCTED WITH SUBDIVISION IMPROVEMENTS. SIDEWALKS LOCATED ADJACENT TO
LOT WILL BE CONSTRUCTED WITH EACH INDIVIDUAL LOT DEVELOPMENT. A 5' SIDEWALK
ALONG THE SOUTHERN EDGE OF LOT to AND ANOTHER ALONG THE NORTHERN EDGE OF
LOT 3 WILL BE CONSTRUCTED WHEN EACH OF THOSE LOTS IS DEVELOPED RESPECTIVELY.
31, THE ENTRANCE ROAD WITHIN TRACT C WILL BE CONSTRUCTED IN CONJUNCTION WITH
THE SUBDIVISION IMPROVEMENTS,
32. IT IS THE RESPONSIBILITY OF THE OWNER OF LOT 8 TO MAKE THE CONNECTIONS TO
THE EXISTING UTILITY STUB OUTS THAT WILL COMPLETE THE WATER LINE LOOP.
33, THE CITY OF OCOEE WILL PROVIDE A REUSE STUB OUT AT THE EASTERN EDGE OF
THE CLARKE ROAD RIGHT-OF-WAY. THIS PUD WILL BE REQUIRED TO INSTALL REUSE
PIPING FOR IRRIGATION PURPOSES AND CONNECT TO THE REUSE STUB OUT WHEN
AVAILABLE.
34. This PUD is located within the designated Clarke Road and Silver Star Road Activity Center. To date, neither a special development plan nor the
special development regulations and standards which will implement such plan have been formulated or adopted by the City for the Clarke Road and Silver
Star Road Activity Center. This notwithstanding, the developer agrees that the standards of the "Ocoee SR 50 Special Development Plan" shall govern and
control development of the PUD except as set forth in the table below.
State Rood 50 Activity Center Exceptions
The following Is a list of exceptions to the "Ocoee State Rood 50 Activity Center Special Development Plan", which
ore approved for and shall apply to the Olympia - PUD Plan and the some shall be a part of the Conditions of
Approval.
CODE
CODE REQUIREMENT
PROPOSED EXCEPTION
JUSTIFICATION FOR EXCEPTION
SECTION
CITATION
Section V
No more than two
No limitation on
The Olympia PUD is a stand
A.2.d
out parcels shall
abutting parcels.
alone development and is not
abut each other.
part of shopping center or
mall.
Section V
25 foot landscape
15 foot landscape
25 foot r/w dedication along
B.2.a/b/d
buffers along primary
buffers along primary
Silver Star Road and 22' foot
and secondary
and secondary
r/w dedication along Clarke
streets.
streets with no
Road.
serpentine sidewalks.
Section V
Parking lot lighting
Parking lot lighting
Standard State and Federal
8.9.0
shall not exceed
shall average 1.00
regulations require an average
1.00 foot candles in
foot candles in
of 1.00 foi�t candles In
intensity.
Intensity over the
intensity fv.* many types of
site.
businesses.
OLYMPIA
DEVELOPMENT GROUP,
INC.
1461 MAIN STREET
DUNEDIN, FLORIDA 34698
TELEPHONE: (813) 738-8822
TOULOUMIS, TOULOUMIS & ASSOCIATES
ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT
141511 MAIN STREET, DUNEDIN, FLORIDA 34898
TELEPH0NE=:<813)736-B022
5300 WEST CYPRESS STREET
SUITE 300
TAMPA, FLORIDA 33607
Ph. (813) 877-7275
1
11/25/98
CLIENT COMMENTS
2
1 /15/99
MDC
CITY COMMENTS
3
2/5/99
MDC
CITY COMMENTS
4
2/22/99
MDC
CITY COMMENTS
5
3/1/99
MDC
CITY COMMENTS
6
3/30/99
MDC
CITY COMMENTS
7
1/9/02
JLB
CLIENT COMMENTS
NO. I DATE I BY DESCRIPTION CONST.
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT
THIS PLAN AND SPECIFI-
CATION WAS PREPARED BY
ME OR UNDER MY DIRECT
SUPERVISION AND THAT I
AM A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA
AS SIGNIFIED BY MY HAND
AND SEAL.
PROJECT NAME
OLYMPIA PUD
SEC SILVER STAR RD & CLARKE ROAD
OCOEE, FLORIDA
PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN
SITE DATA - CONDITIONS OF APPROVAL
DATE: NOV. 1998 STORE NO. DRAWING NO.
DRAWN BY: SCALE: N/A 6
REVIEWED
BY: 10-357 6 OF 6 DWGS.