Item V (A) - Public Hearing - Preliminary Plan Approval - Goodman Commercial Park z„ AGENDA 8-20-91
` "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item V A
•CO = LESTER DABBS,JR.
• ° CITY OF OCOEE R COMMISSIONERS
O IIONERS
• 150 N.LAKESHORE DRIVE JOHNSON
0 OCOEE FLORIDA 34761 PAUL W.FOSTER
(407)656-2322 VERN COMBS
SAM WOODSON
f�,t. OP 0000 �`,` CITY MANAGER
ELLIS SHAPIRO
STAFF REPORT
TO: THE HONORABLE MAYOR AND BOARD OF CITY CO IuISSIONERS
FROM: BRUCE C. BEHRENS, DIRECTOR OF PLANNING PAS
DATE: AUGUST 14, 1991
SUBJECT: GOODMAN COMMERCIAL PARK - PRELIMINARY SUBDIVISION PLAN
ISSUE
Should the Honorable Mayor and Board of City Commissioners approve
the Preliminary Engineering Plans for Goodman Commercial Park?
BACKGROUND
The 17. 3 acre subject parcel is located at the southeast corner of
State Road 50 and Old Winter Garden Road. The site is
characterized by flat topography with sandy, well-drained soils.
Site access is provided by State Road 50 and Old Winter Garden
Road.
DISCUSSION
The Development Review Committee reviewed and approved the
Preliminary Engineering Plans for this development on July 19,
1991. There are no outstanding issues.
PLANNING AND ZONING COMMISSION RECOMMENDATION
The Planning and Zoning Commission voted unanimously on August 13 ,
1991 to recommend approval of the Preliminary Plan subject to the
State Road 50 access being for right hand turns only out of the
commercial park.
RECOMMENDATION
The Development Review Committee recommends approval of the
Preliminary Engineering Plans for Goodman Commercial Park with the
access onto State Road 50 as is shown on the plan with turning
movements permitted both right and left.
cc: Bill Goodman
Mike Todd, McIntosh Associates ;;‘k
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.11 I DESIGNATION R-354-017 \ \ \ \ .� \ I U) -/-. ABG \ A N 1. OWNER/DEVELOPER: PRN INVESTMENTS, A FLORIDA GENERAL
11 ELEVATION 124.475 \ \ \ F \ \ti -1 J / w �Of \ \ _ - - PARTNERSHIP, AN UNDIVIDED ONE-THIRD
\ ` . FH ' w. MC.. » .,, INTEREST.
DESIGNATION CHISLED "X" CUT ON W. RIM OF MANHOLE �N s \ \ �/� \ I " � � ' \ - o
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DESCRIPTION \ -,. \ Xj, \ / / "--- / / \ LYNDA S. DOBROFSKY, AKA LYNDAS. CORN, a > � m rn
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LANDS IN ORANGE COUNTY, FLORIDA DESCRIBED BELOW: \ \ \ - \ ii/ � \ / / -' �� / / + TRACT B (n (� -'
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/ / \ \ �8•\ / / \ \ x (407) 644-4068 p Ln
LEGEL DESCRIPTION TAKEN FROM SURVEY PREPARED BY \\ \, \ \ \ /� / D o \ \ / / rj % I
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SWAGGERTY LAND SURVEYING. FILE #523 DATED: 7-16-90 \ \ \ \ \ \ \ `Y / ` \ / 0,9 AC. ~� 123 636 NORTH WYMORE ROAD Q
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1r' (TOPOGRAPHY): SWAGGERTYLAND SURVEYING, INC. Q 1--
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CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
316.05'
192.74'
99.47'
189.77'
S 61'09'09"
E 34'56'28
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25.0039.27
25.00
35.36
N 45-2.3'59'W
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52.67
42.94
22.75
41.76
N 22'57 33
E 46'43 04
C4
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39.27'
1 25.00'
35.36'
S 88'40'55"
E I 90'00'00"
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\\ \ Sp. :;�: / \ / "�O� / \ ', I 1 tt I (10' LANDSCAPE BUFFER REQUIRED)
\ \\ \ t \ \ ,1. s� \ ` / t ° IDI I I ! REAR: 20' o 0
TOP OF BANK EL 123.0 \ \ F �\ \ / '� -1
'`� . \ .� \ F� \ \ \ i ; / / l I t 1 I I I SIDE: . NONE PER C-2 ZONING.
' 100 YR (DHW) EL 122.0 � ,., a s \ � �! �. \
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\\ \ ;",,,9 \ \ \ 1 / s / \\ 1 = D I 10' LANDSCAPE BUFFER (TYP)
'D -,,11 I f I I 10. CONSERVATION AREAS:
m I
Z 210' f`THE ENVIRONMENTAL AREA AROUND THE EXISTING POND HAS BEEN STAKED IN`� \ \ I' ! \ \ \ 1\ / / \ THE FIELD BY WALT WHEELER, AQUATICS SYMBIOTICS, AND THE LOCATION IS
\ J SHOWN ON THE PLAN. THE LINE WAS FIELD OBSERVED BY SJRWMD ON
\r \ a» \ a / 1, \ �\ -------_.------- f.
NOVEMBER 15, 1990 BEFORE BEING SURVEYED.
/ 1 1 \ I I / EXISTING VEGETATION CONSISTS OF CATTAIL, RED MAPLE, SWEETGUM,
O\ I
\ A� \ \/ !� I ELDERBERRY, MUSCADINE AND AIR POTATO.-
\�" ^1'° (\\% \ \ 1 1 \11 00 \ I I THE ENTIRE BANKS OF THE EXISTING POND WILL BE RESHAPED AND REPLANTED
` \ \ 1 0 I \ I \' WITH WETLAND SPECIES AS MITIGATION. THIS AREA (TRACT A) WILL THEN BE
.\
.� Q \ \ \ \ w, 1.1 AC. ' ` I DEDICATED AS A DRAINAGE AND CONSERVATION TRACT.
, \ \ \ \ t \ Z I I �` 11. 100 -YEAR FLOOD DATA:
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\ ` `., t \ \ � ", 11 ''\ - ( THE 100 -YEAR FLOOD ELEVATION IS 118.3 PER FEMA MAP COMMUNITY PANEL ^040 1
\ \ . . a i \ �9 \ \ $ ���� #120179-0175C. COMPENSATING STORAGE WILL BE PROVIDE FOR OR Fill PLACED
'• - NWL EL 112.5 _ (CONTROL ELEV.) `', ,`4/ 1,. � a '. \\ X03, \ 1<, `\\ �},� AC. , ,- 1N BETWEEN THE 100 -YEAR ELEVATION AND THE NORMAL HIGH WATER ELEVATION
,... \ !9\ \ Oqo \ `\ ; .' \ M. ( ( N W OF 112.5.
�v;,. \ 8\\ F \ ca e
>. ,
` `y� `t..> \\ \�G� \ \ / \ / v� \ I N 12. RIGHT-OF-WAY SETBACKS FROM CENTERLINE:
`.1 \ \ /. D ,
.c�
11 .\ \\ ,.. ^\, \ \ ,p \ \ /,.� \�. \ I � STATE ROAD 50 (ARTERIAL): s0'
\ \ v�\ ,, \ \ r� \ i/ \� °
® / \ \ \ J \ O ` \ I I p - OLD WINTER GARDEN RD. (ARTERIAL): 50'
T\�
\ / y ` \
�\
\, ® <, c V. \ \ \ \ \ \ / l -- \ � ` \ I t!1 13. PROJECTED A.D.T. (BASED ON ESTIMATED USES):
NOT PLATTED \'1 \ \ `1 \ / \ / 0 231
EL 106.5 (MIN.)
\ \ � / '\O / �' - -- ASSUMED APPROX.
.LOT USE BLD. S.F. ADTISR A.D.T. - I
\ \ / � �,\ ,
��-1% `% \ \ -- 1 GAS STATION N/A N/A 748 W :
® ` ~``•,. -- 2 BANK 5,250 291/1000 1,528 (IfL1_I
%`.%,
` '9 �">� \ ., / \"' \ �"•�. \ � �< 3 ; PROFESSIONAL 5.000 16 / 1000 80
• � 4 'PROFESSIONAL 5000 16 / i000 80
0
_ 5 PROFESSIONAL
I
5,000 16/1000 . 80
1 ''I . : - I � . I I TV Ko %;'A L P 0 ON D S EIL" ;4' n 0 N i ." *>\.,.. PR
\ `6 PROFESSIONAL , 5.000 16 J 1000.
� `�80
``� '� 1 \ .••. 7 PROFESSIONAL 5,000 16/1000 , 80
0
BASINGER FINE SAND, DEPRESSIONAL \ \ \ 1 \ 1
\ t3 RETAIL';
\ \ \ \ \ \ 6,000 50 / 1000 25fl
9 RETAIL 5,000 50/1000 250
;\ \ \ \ \ \ v I 10 RETAIL 5 000 W
TAVARES FINE SAND, 0 TO 5 PERCENT SLOPES I
`1. _: � \a ,, so J 1000 250
\a\ \ \ \ °,, \ \ \ U 11 RETAIL 5,000 5011000 250
\ \ \ \ \\ ¢ I 1 12 RETAIL 5,000 50/1000 250
,\\ \ \ \ \ p I o 13 RETAIL 5,000 50/1000 250
\ €,,� \ \ /�. 11 \ \ \ 9 \ N 1 I � 14 RESTAURANT 5,000 200 / 1000 1.000
RAW , R W \ ` \ \ \ 1.3 Ac. ( I 1--
50 OR 60 R/W / \ ti \ \ \ \ \` 6,\ \ \ z I A R TOTAL A,D.T. = 5,176 j
\ \ \ \ \ I . ``' \ \\ \ 1- .9 1. W °u 14. ACCESS RIGHTS: V
25' OR 30' ' ' ` \ �`\ \� \ \ \ ` i.. ", •---»� 4 H VEHICULAR ACCESS RIGHTS FOR LOTS 1 AND 2 TO STATE ROAD 50 AND LOTS
25 OR 30 \.\ � �,: �,
\ '� \ . \ .\\ \ \\ N I N 12 • 1,9,10,11,12,13 AND 14 TO OLD WINTER GARDEN ROAD WILL BE DEDICATED TO THE
\ \ \ \ ",� s< \ \ I CITY OF OCOEE.
4' 5' OR 6' 2' 14' OR 18' 14' OR 18' 2' S' OR 6' 4' \ \ \ \ `\ ``\ \
15. PROPOSED INTERIOR STREETS WILL BE BUILT TO CITY OF OCOEE STANDARDS
...CONCRETE �� I
\ \ \
CON CRET '� "\ ��"4.`•`";rF; \\ I AND DEDICATED ASFUBLICRIGHT-OF-WAY.
SIDEWALK
SIDEVI//�Li(`., \\\ \ I i6. RETENTION AREAS WILL BE OWNED AND MAINTAINED BY THE PROPERTY
\ \ I \ 1 \ I OWNERS ASSOCIATION, WITH AN EASEMENT DEDICATED TO THE CITY OF OCOEE.
EXISTING ITEM PROPOSED • . \ `\` \\ ``.,-, �.
., `�
\ \\ \\ ~ •,.. "`� ,\ ~\ \ 1 17. ROADIMPROVEMENTS:
WATER VALVE \ \ \ ''\. \\ 1
1 CURB & GUTTER 1 A,. \
TYP \ \ �\.\\ I ROAD IMPROVEMENTS ON STATE ROAD 50 WILL BE PERf.D.O.T. STANDARDS
2% ( ) (TYP) d FIRE HYDRANT ASSEMBLY %�`� ti.� I AND
- -11 1 . I � ", I I , I'll I I :� I I ---I,- /2% 2% \\,, � \ \ - SPECIFICATIONS.' ROAD IMPROVEMENTS ON OLD WINTER:GARDEN ROAD WILL BE
2% \ „ �, \ ` 5 'PER ORANGE COUNTY STANDARDS AND SPECIFICATIONS. ''�- - - -10W- - WATER MAIN & SIZE W \X \, Cl .. `-\
1,1111
`%1\ \ '�., I
„ ¢ '� 1.1 -, ti � 18.' SIDEWALKS:
- - - - - -.._. \, .
8S 8 SANITARY SEWER \ \
\ ��
..: b M '..
\ w A 5 ,SIDEWALK WILL BE CONSTRUCTED ALONG THE S UTH
- - - - - \ O SIDE OF STATE ROAD
8FM
FORCE MAIN N A .
•..._ .._ 0 AND , .
'. � '••-,µ`"'`ms. 5 AN E FAST SIDE OF WI
�, "�,, r O WINTER GARDEN ROAD. A 4 SIDE A
11 I I 111.:., .. W LK WILL BE _-
I r
*�,. CONSTRUCTED AL BOTH
.. -... ALONG O IDE
ma 0116,� S SOF INTERIOR OR OPOSED
PR STREETS.
A CURB INLETS
S S.
)2�
�' UTILITIES:
6 STABILIZATION UNDER �« _
N A MITERED END SECTION
MES I
�''�
STANDAR
D CURB &GUTTER � �.,, _..,. -
.w,. -
EW
S ER AND WATER. _
.>�" ««,,, CITY OF E
F
BV 50 TYP
/�R
AY
OCOE
PROFESSIONAL SSI ON AL .
N A
RO
( ) STORM DRAIN PIP
E
�..�, ELECTRIC. :..;, :, >A..� ,,,,„...�,,....»_, ..,,,, .,�,,,, ,m.,,, ...., FLORIDA POWER
, 1:1- , - LPH
TEE NE.
0 UNITED P
_ 1 1 2 ASPHALTIC CONCRETE SURFA . h Nt DTEL HONE OF FL i
CE COURSE TYPES III E OR DAANO MICROTEL
.,�.�.� ,,,. GRADE CONTOUR 125 _
" "^ ALI :LE.
G CABLEV 1
8 SOL CEMENT 0 M R
IS ON OF CENTRAL FLORIDA
OR LIMEROCK BASE
GAS I ' LAKE P P
R
A
O KA GAS
. 12 COMPACTED N A DI ECTION OF FLOW
OM AC ED SU �
T BGRADE 95 o MAX.:D N
E SITY AASMTO T 1
80
20,>EASEMENTS:
_:1�1 N A
CONTROL STRUCTUR
E
• - T'
ANY EXISTING UTILITY DRAINAGE
OR
EASEMENTS IT W1
ONSITE WILL 8E VACATED G OR
.. . : t
C9
„F
- RELOCATED.
.
Z
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H
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W
NOT PLATTED
CL
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