HomeMy WebLinkAbout2008 04 14 Regular 600 Conceptual Development for 60,104 SF Retail and Office Development on North Side of SR 434COMMISSION AGENDA
ITEM 600
April 14, 2008
Meeting
Consent
Information
Public Hearin
Re ular X
MGR. (/ /De t.
C
REQUEST:
The Community Development Department requests the Commission consider a conceptual development
plan fora 60,104 SF retail and office development on 7.29 acres, located on the north side of SR 434, at
the northwest corner of its intersection with Fountaintree Drive, immediately adjacent to and west of
Harbor Winds.
PURPOSE:
The purpose of this Agenda Item is for the Commission to consider a conceptual development plan for a
retail and office development.
ZONING & LAND USE DESIGNATION:
Zoning: C-1 with SR 434 Redevelopment Overlay Zoning District
FLU Designation: Commercial w. partial Conservation Overlay
APPLICABLE REGULATIONS:
Comprehensive Plan
Chapter 5, City Code
Chapter 9, City Code.
SR 434 Redevelopment Overlay Zoning District
CONSIDERATIONS:
Overview
The7.29 acre site, located at the northwest corner of SR 434 and Fountaintree Drive, contains a portion f
Lake Talmo. The site is within the C-1 zoning district, has a Commercial Future Land Use designation,
and lies within the SR 434 Redevelopment Overlay Zoning District. The site contains a portion of the
Fountaintree Drive roadway into The Park at Laurel Oaks (formerly Golfview Apartments). The
applicant proposes to build three (3) buildings (4,760 SF single story retail; 8,924 SF single story retail;
and 46,420 SF 2-story building with 23,210 SF of office over 1St floor retail - 23,210 SF "footprint"), a
LYNX transit stop, and 200 parking spaces. The applicant would like to include the possibility of a
restaurant, although no daytime "sit-down" restaurant would be allowed -due to parking constraints.
April 14, 2008
Regular Item 600
Page 2 of 2
No wetland encroachment is proposed. An existing structure located within the 50' lakefront buffer will
be removed.
Inconsistencies with Regulations:
This is not an exhaustive list. Other issues are likely to arise when the engineering plans are
submitted and reviewed.
1. Section 20-483 (d) allows up to 25 percent of the parking spaces to be 9' wide, instead of 10'. The
applicant proposes 65 of the 200 spaces to be 9' wide. Staff supports this, since we believe the trend
toward smaller automobiles will become permanent.
2. Future Land Use Element Policy 1.2.11 requires a 50' upland buffer around the lake. The plan
depicts an elevated cantilevered sidewalk extending over a small portion of this buffer. Solution of this
issue must be reached at some point before site plan approval.
FINDINGS:
1. The proposed development is located within the C-1 zoning district, has a Commercial FLU
designation, and lies within the SR 434 Redevelopment Overlay Zoning District.
2. The attached development concept plan appears consistent with the Comprehensive Plan, with
the one lakefront buffer issue, but requires at least one deviation from the City Code.
3. Any deviations from the Code must be addressed through a development agreement, special
exception, or some other appropriate mechanism.
RECOMMENDATION:
Staff recommends the City Commission approve the attached concept plan, subject to (1) resolution of
the lakefront buffer encroachment and (2) any deviations from the Code being addressed. Those Code
deviations that warrant approval must be addressed through an appropriate legal mechanism (e.g.
development agreement).
ATTACHMENTS:
A -Concept plan
COMMISSION ACTION:
2
LAKESIDE PLAZA
CONCEPTUAL DEVELOPMENT PLAN
WINTER SPRINGS, FLORIDA
SN 1.2' ON
TB 2.3' TB 4 '
70 ON
°r 0
5V
52'
53'
54'
63'
64'
65'
66'�
59'
60'
61'
62'
X51
- 52'
- 53'
i4'
ARY
ELEV.= 55'
STORM
58.1'
TRAFFIC
X & PANEL• N 89 °0 4" W
5.3'
ON •••• ON 904.80'
106't 0 R)
99.4'
L.FC.
23.7' Sg'
ZONE
F
5 CONC. WALK
55 2 '58 4'
GRO�TYPICAG ■ 2.7'X' 7'
COLUM
A
TB 1'8 6.5' 4.
14.5'
ON ON -� ON m - �-
C/B
WAL
FENCE
�L
215.6'
PART OF SUBJECT
AREA FOR EASEMENTS
IN O.R. 1832, PG. 947, O.R. 19
PG. 531 AND O.R. 2268, PG. 1 ' 0
(SEE NOTE HEREON)
REC "X C
0.5' IN WALK
T.B. -70.55'
CONC
GATE ARM
BASE
0.5' 'ONC.
CURB (TYP)
DROP
INLET
ENT AG , EMENT
6018, P 1.352)
24" CUR= &
GUTTER P)
ASPHALT
ROUND LIGH
(TYPICAL)
REC
P.O.L.
0.4
6"CM
159. •�
EAST
TB ' W
5' CONC. WALK
• DI RY
EL .= 5
EDGE OF WATER
04 -30 -07
ASPHAL
CONC CURB
CONC CURB
LAKE TALMO
ZONE "A"
PER FIRM
5' CONC. WALK
CONC CURB
S 89 °02'30"
904.34'
EDGE OF WATER
04 -30 -07
O"DINARY
EEV.= 5.
CONC C
EASEME
(0.R. 6
ASPHALT
EEMENT
G. 1352)
ASP
2.7'
COL
(
FE
0.5'
TB REC 'V" CUT
(NO ID)
8" PVC FENC
ID)
6' •LASTIC
FE CE (TYP)
T LINE '
OF T
DESCRIB:D
0 R.
CONC CURB
CONC CURB
SN ° $lJ
40
100 YEAR
ELEV.=
70'
65'
o �
s
o
EP
GRAPHIC SCALE
0
20
( IN FEET )
1 inch = 40 ft.
40
80
EP
NOTE:
NOT PLATTED
Item #7) Subject to Amended and Restated Easement Agreement in O.R. 6018, Pg. 1352. The easement is
plotted hereon.
NOTE: SUBJECT TO ALL LITTORAL AND RAPARIAN RIGHTS
FOR LAKE TALMO WHICH MAY AFFECT SUBJECT PROPERTY
STATE ROAD 434
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY MAP SECTION 77580 -2610
(R /W VARIES)
The Surveyor has reviewed all survey related items contained in the Schedule B —II as shown in the Commitment
for Title Insurance issued by Attorneys' Title Insurance Fund, Inc., Commitment No.: C- 2835409 with an Effective
Date of April 5, 2007 at 11:00 PM and has the following comments:
Item #5) Subject to easement contained in O.R. 1832, Pg. 947. Easement is 10 feet wide lying 5 feet on both
sides of grantee's facilities over a portion of the subject property shown hereon. The location of the grantee's
facilities is unknown to the Surveyor therefore the easement(s) are not plotted hereon.
Item #6) Subject to easement area conatained in O.R. 1955, Pg. 531. This is a blanket easement over a portion
of the subject property shown hereon. Also subject to easement areas contained in O.R. 2268, Pg. 1370. Sketch
furnished to Surveyor containing easement areas is illegible and, therefore, are not plotted hereon.
Item #8) Subject to Cross Access Easement Agreement in O.R. 3425, Pg. 757. Document contains no plottable
items.
NOTE:
\ 61
60'
UR
0
•
SN
NOT PLATTED
371.70' TO P.O.L.
24" CURB &
GUTTER (TYP)
LOCATION OF THE SUBJECT AREA FOR EASEMENTS IN O.R. 1832, PG. 947, O.R.
1955, PG. 531 AND O.R. 2268, PG. 1370 AS SHOWN HEREON IS BASED ON DEED
DISTANCE FROM THE WESTERLY LINE OF LOT 16, D.R. MITCHELL'S SURVEY OF
LEVY GRANT. HOWEVER THE LOCATION OF EAST LINE OF SAID LOT 16 AS
REFERENCED IN THE ABOVE DOCUMENTS IS NOT COINCIDENT WITH THE EAST LINE
OF SAID LOT 16 AS STATED WITHIN THE DESCRIPTION OF THE SUBJECT PROPERTY.
THIS MAY AFFECT THE LOCATION OF THE SUBJECT AREA.
TRAFFIC SIGNAL
LIGHT BASE
BENCHMARK USED:
SEMINOLE COUNTY NAME /DESIGNATION NUMBER: V016 / 408- 27 -01, ELEVATION = 71.243
STEEL ROD IS 20'± W. OF E/P OF S.R. 17 -92, 201 N. OF FIRST DRIVE TO PARKING LOT OF
SHOPPING CENTER JUST S. OF CHURCH AVENUE
80.27
ASPHALT ROAD
ASPHALT
80.27
TRAFFIC SIGNAL
LIGHT BASE
E
FF
BO
SIGNAL
CONC CURB
SHEET 2 OF 7
F LOT 16, D.R. MITCHELL'S
LEVY GRANT (P.B. 1, PG. 5)
IN O.R. 1832, PG. 947 &
1955, PG. 531
DESCRIPTION AS FURNISHED:
A part of Lot 16, Block D of D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat
Book 1, Page 5 of the Public Records of Seminole County, Florida, described as follows:
Begin at the intersection of the Westerly lines of said Lot 16 and the North right of way line of
State Road No. 434, according to the State of Florida Department of Transportation Right of Way
Map Section No. 77580 -2610; thence run North 05' 45' 00" East along said West line of Lot 16,
said line also being the East line of TALMO SUBDIVISION, as recorded in Plat Book 9, Page 10 of
the Public Records of Seminole County, Florida, a distance of 351.23 feet; thence run South 89'
02' 30" East, a distance of 904.34 feet to the East line of said Lot 16, said point also being on
the Westerly boundary line of Tract I of THE HIGHLANDS SECTION THREE, as recorded in Plat Book
17, Pages 48 & 49 of the Public Records of Seminole County, Florida; thence run South 05' 40'
31" West, along said East line, a distance of 351.19 feet to the Northerly Right of Way line of
State Road 434; thence run North 89' 02' 30" West, along said North Right of Way line, a
distance of 904.80 feet to the POINT OF BEGINNING.
BOUNDARY AND TOPOGRAPHIC SURVEY FOR / CERTIFIED TO: Daniel Corporation
GRUSENMEYER — SCOTT ?c ASSOC., INC. — LAND SURVEYORS
LEGEND
B.M. = BENCHMARK
Q= CENTERLINE
CALC= CALCULATED
CM= CONCRETE MONUMENT
CLF =CHAIN UNK FENCE
CONC = CONCRETE
C /B= CONCRETE BLOCK
CMP- CORRUGATED METAL PIPE
CO =CLEAN OUT
D= DESCRIPTION
EB= ELECTRIC BOX
ELEV.= ELEVATION
EP =EDGE OF PAVEMENT
FH =FIRE HYDRANT
F.F.E. = FINISHED FLOOR ELEVATION
F FIELD
GA =GUY ANCHOR
INV= INVERT
IR =IRON ROD
IP =IRON PIPE
LP =LIGHT POLE
WM =WATER METER
MH =MAN HOLE
N &D -NAIL AND DISK
O/H= OVERHEAD LINE
P=PLAT
PP =POWER POLE
PART OF PROPERTY DOES
UE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS
PER FIRM" ZONES "A" & X"
PANEL # 120295 0130 E (04- 17 -95)
5400 E. COLONIAL DR.
LEGEND
P.O.C. =POINT OF COMMENCEMENT
P.O.B. -POINT OF BEGINNING
RCP = REINFORCED CONC PIPE
R/W =RIGHT OF WAY
REC = RECOVERED
SET N &D =N &D 14596
SN =SIGN
SET IR =1/2" IR W/L.B. #4596
TB= TELEPHONE BOX
TYP- TYPICAL
WF =WOOD FENCE
WP= WITNESS POINT
WALL=C /B WALL
WV =WATER VALVE
TRAN = TRANSFORMER
T.O.B. -TOP OF BANK
L = ARC LENGTH
C.B. = CHORD BEARING
A = DELTA
UR = UTILITY RISER
CERTIFIED BY:
ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436
NOTES: CERTIFICATE OF AUTHORIZATION - LB 4596
1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER
61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR
INFORMATIONAL PURPOSES ONLY.
3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE
MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
5. THIS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE
RELIED UPON BY ANY OTHER ENTITY.
6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO
RECONSTRUCT BOUNDARY LINES.
7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (8.8.)
8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS
OTHERWISE NOTED.
R.L.S. }`
JAMES W. SCOTT, R.L.S # 4801 TOM X. GRUSENMEYER, R.L.S. # 4714
JOSEPH E. WILLIAMSON, R.L.S. f 6573
FIELD DATE
04 -30 -07
ORDER f
1500 -07
P.O.B.
REC
0.5' IN WALK
T.B.M.= 70.55'
r
REC
P.O.L.
0.4
6"CM
159. •�
EAST
' DI RY
EL .= 5
TB SN 1.2 ON
5' CONC. WALK
EDGE OF WATER
04 -30 -07
ASPHAL
0
0 0 24 PINE
_ _ ... 20 OAK
CONC CURB -
51
52'
53'
54'
9 OAK
4 0
CONC CURB
ZONE ",4"
PER FIRM
LAKE TALMO
0
0 66 . 9 OAK
4 OAK 12 OAK
GUM
14 CHERRY
F
1 0
1 4 OAK
1 0
I 9+7 OAK o
1 0 0 4 BAS ,.
i
o
65' 4 $4KCHERRY
o (NARY
ELEV.= 55'
19 0
0
18 OAK
5' CONC. WALK
CHEERRY
(LINK
S 89 °02'30"
904.34'
YEAR STORM
EV.= 58.1'
14 PINE
106'± 0
11 OAK
10 OAK
WAT�R)
L.FC.
0
1110/ANNE
11 OAK
c9 OAK
12 OAK
100 YEAR ST
ELEV.= 58.
10 GUM 13 PINE
0
18 OAK
GROUND LIGHTS
(TYPICAL)
• N 1 OAK
• '5'. 6.5
ar e' : ON—� ON
CONC C
0 55 2' 58 4' 0
17 OAK o 14 PINE
14 PINE
0
0 14 OAK
15OAKo OAK
0
10 OAK
0
8 0Ag
022 OAK
0 13 PINE
17 01
15 PINE
PART OF °ESUUBEJJE��CjjyyT
A 0
IN O.R. 1832, G. - 947;i0 - .R. 19
PG. 531 AND O.R. 2268, PG. 1
(SEE NOTE HEREON)
.8' 3.4'o
ON 12 PIIIJ¢
215.6'
EASEME
(0.R. 6
ASPHALT
IR ID)
DRO 0
1
(
c , I INLET
111
ti
d ^c
59' c~i
a ENT AG EMENT liko 6018, P 1352) J CI
24" CUR& > - a
GUTTER P) Q 4i
ASPHALT 2
0 0 h
CO 2
PALM I -
0 ♦ ti 0
1 5 PALM
EEMENT
G. 1352)
ASP
4 PALM
TB REC 'V" CUT
(NO ID)
8" PVC FENC
6' 'LASTIC
FE CE (TYP)
OAK ° T LINE o
SUR OF T
AS DESCRIB:D
OR.
CONC CURB
SN °
CONC CURB -
40
100 YEAR
ELEV.=
6
GRAPHIC SCALE
0
EP
20
( IN FEET )
1 inch = 40 ft.
40
80
EP
NOTE:
NOT PLATTED
DESCRIPTION AS FURNISHED:
A part of Lot 16, Block D of D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, as recorded in Plat
Book 1, Page 5 of the Public Records of Seminole County, Florida, described as follows:
Begin at the intersection of the Westerly lines of said Lot 16 and the North right of way line of
State Road No. 434, according to the State of Florida Department of Transportation Right of Way
Map Section No. 77580 -2610; thence run North 05' 45' 00" East along said West line of Lot 16,
said line also being the East line of TALMO SUBDIVISION, as recorded in Plat Book 9, Page 10 of
the Public Records of Seminole County, Florida, a distance of 351.23 feet; thence run South 89°
02' 30" East, a distance of 904.34 feet to the East line of said Lot 16, said point also being on
the Westerly boundary line of Tract I of THE HIGHLANDS SECTION THREE, as recorded in Plat Book
17, Pages 48 & 49 of the Public Records of Seminole County, Florida; thence run South 05' 40'
31" West, along said East line, a distance of 351.19 feet to the Northerly Right of Way line of
State Road 434; thence run North 89' 02' 30" West, along said North Right of Way line, a
distance of 904.80 feet to the POINT OF BEGINNING.
BOUNDARY AND TOPOGRAPHIC SURVEY FOR / CERTIFIED TO: Daniel Corporation
The Surveyor has reviewed all survey related items contained in the Schedule B'—II as shown in the Commitment
for Title Insurance issued by Attorneys' Title Insurance Fund, Inc., Commitment No.: C- 2835409 with an Effective
Date of April 5, 2007 at 11:00 PM and has the following comments:
Item #5) Subject to easement contained in O.R. 1832, Pg. 947. Easement is 10 feet wide lying 5 feet on both
sides of grantee's facilities over a portion of the subject property shown hereon. The location of the grantee's
facilities is unknown to the Surveyor therefore the easement(s) are not plotted hereon.
Item #6) Subject to easement area conatained in O.R. 1955, Pg. 531. This is a blanket easement over a portion
of the subject property shown hereon. Also subject to easement areas contained in O.R. 2268, Pg. 1370. Sketch
furnished to Surveyor containing easement areas is illegible and, therefore, are not plotted hereon.
Item #7) Subject to Amended and Restated Easement Agreement in O.R. 6018, Pg. 1352. The easement is
plotted hereon.
Item #8) Subject to Cross Access Easement Agreement in O.R. 3425, Pg. 757. Document contains no plottable
items.
NOTE: SUBJECT TO ALL LITTORAL AND RAPARIAN RIGHTS
FOR LAKE TALMO WHICH MAY AFFECT SUBJECT PROPERTY
STATE ROAD 434
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY MAP SECTION 77580 -2610
(R /W VARIES)
NOTE:
\ 61
RM
60'
UR
O
0
SN
NOT PLATTED
371.70' TO P.O.L.
24" CURB &
GUTTER (TYP)
LOCATION OF THE SUBJECT AREA FOR EASEMENTS IN O.R. 1832, PG. 947, O.R.
1955, PG. 531 AND O.R. 2268, PG. 1370 AS SHOWN HEREON IS BASED ON DEED
DISTANCE FROM THE WESTERLY LINE OF LOT 16, D.R. MITCHELL'S SURVEY OF
LEVY GRANT. HOWEVER THE LOCATION OF EAST LINE OF SAID LOT 16 AS
REFERENCED IN THE ABOVE DOCUMENTS IS NOT COINCIDENT WITH THE EAST LINE
OF SAID LOT 16 AS STATED WITHIN THE DESCRIPTION OF THE SUBJECT PROPERTY.
THIS MAY AFFECT THE LOCATION OF THE SUBJECT AREA.
TRAFFIC SIGNAL
LIGHT BASE
BENCHMARK USED:
SEMINOLE COUNTY NAME /DESIGNATION NUMBER: V016 / 408- 27 -01, ELEVATION = 71.243
STEEL ROD IS 20'± W. OF E/P OF S.R. 17 -92, 201 N. OF FIRST DRIVE TO PARKING LOT OF
SHOPPING CENTER JUST S. OF CHURCH AVENUE
80.27
ASPHALT ROAD
ASPHALT
80.27
TRAFFIC SIGNAL
LIGHT BASE
E
FF
BO
SIGNAL
CONC CURB
SHEET 3 OF 7
F LOT 16, D.R. MITCHELL'S
LEVY GRANT (P.B. 1, PG. 5)
IN O.R. 1832, PG. 947 &
1955, PG. 531
LEGEND
B.M. = BENCHMARK
Q= CENTERLINE
CALC= CALCULATED
CM= CONCRETE MONUMENT
CLF =CHAIN LINK FENCE
CONC = CONCRETE
C /B= CONCRETE BLOCK
CMP- CORRUGATED METAL PIPE
CO =CLEAN OUT
D= DESCRIPTION
EB= ELECTRIC BOX
ELEV. = ELEVATION
EP =EDGE OF PAVEMENT
FH =FIRE HYDRANT
F.F.E. = FINISHED FLOOR ELEVATION
F'-FIELD
GA =GUY ANCHOR
INV= INVERT
IR =IRON ROD
IP =IRON PIPE
LP =LIGHT POLE
WM =WATER METER
MH =MAN HOLE
N &D -NAIL AND DISK
O/H= OVERHEAD LINE
P=PLAT
PP =POWER POLE
PART OF PROPERTY DOES
UE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS
PER FIRM" ZONES "A' & X"
PANEL # 120295 0130 E (04- 17 -95)
TREE LEG
DIAMETERS ARE
LEND
IN INCHES
1 15 OAK
2 10 OAK
3 10 OAK
4 10 PINE
5 100AK
6 16 OAK
7 24 OAK
8 24 OAK
9 12 PALM
10 12 PALM
11 12 PALM
12 13 PALM
13 13 PALM
14 13 PALM
15 13 PALM
16 13 PALM
17 15 PALM
18 14 PALM
19 16 PALM
20 14 PINE
21 4 OAK
22 4 OAK
23 16 OAK
24 17 OAK
25 18 OAK
26 18 OAK
27 12 OAK
28 12 OAK
29 TWIN 12 OAK
30 TWIN 12 OAK
31 12 OAK
32 14 OAK
33 6 OAK
34 6 OAK
35 12 OAK
36 12 OAK
37 8 OAK
38 TWIN 11 OAK
39 16 OAK
40 22 OAK
41 17 PINE
42 6 CRAPE MYRTLE
43 7 BIRCH
44 17 PINE
45 6 PINE
46 15 PINE
47 9 PALM
48 10 PALM
49 8 PALM
50 15 PINE
51 25 OAK
52 17 OAK
53 22 OAK
54 22 OAK
55 13 PINE
56 17 OAK
57 8 OAK
58 10 OAK
59 15 OAK
60 14 GAK
61 18 OAK
62 27 GAK
63 17 OAK
64 18 OAK
65 23 OAK
66 12 OAK
67 TRIPLE 12 OAK
68 24 OAK
69 5 OAK
70 12 OAK
71 14 OAK
72 4 OAK
73 10 CHERRY
74 10 OAK
75 10 OAK
76 14 OAK
77 7 OAK
78 17 OAK
79 7 CHERRY
80 14 +6 OAK
81 7 CHERRY
82 10 OAK
83 17 OAK
84 7 OAK
85 17 OAK
86 14 PINE
87 14 PINE
88 17 PINE
89 12 PINE
90 7 PINE
91 16 PINE
92 12 PINE
93 24 PALM
94 16 PINE
95 12 OAK
96 6 OAK
97 8 OAK
98 10 OAK
99 7 OAK
100 12 OAK
101 5 CHERRY
102 9 OAK
103 11 OAK
104 10 OAK
105 6 CHERRY
106 12 PALM
107 12 PALM
108 12 PALM
109 11 PALM
110 11 PALM
111 11 PALM
112 11 PALM
113 11 OAK
114 TWIN 10 OAK
115 TWIN 13 OAK
116 25 OAK
117 6 OAK
118 15 OAK
119 13 PINE
120 24 OAK
121 6 OAK
122 4 OAK
123 12 PALM
124 10 GUM
125 6 GUM
126 5 GUM
127 6 GUM
128 9 GUM
129 4 OAK
130 4 OAK
131 5 OAK
132 7 OAK
133 7 OAK
134 TWIN 16 OAK
135 7 OAK
136 11 OAK
137 14 PINE
138 11 OAK
139 17 OAK
140 4 GUM
141 8 OAK
142 6 OAK
143 14 PINE
144 TWIN 6 OAK
145 16 PALM
146 12 OAK
147 9 OAK
148 19 OAK
149 19 OAK
150 12 OAK
151 7 OAK
152 7 OAK
153 7 OAK
154 15 PINE
155 9 HICKORY
156 5 OAK
157 6 GUM
158 13 OAK
159 6 OAK
160 8 GUM
161 8 GUM
162 TWIN 6 OAK
163 5 GUM
164 12 OAK
165 9 OAK
166 5 OAK
167 8 OAK
INTENTIONALLY OMITTED
169 7 GUM
170 9 OAK
171 5 OAK
172 7 OAK
173 8 GUM
174 14 OAK
175 8 OAK
176 9 OAK
177 15 OAK
178 9 OAK
179 9 OAK
180 10 OAK
181 10 OAK
182 11 OAK
183 12 OAK
184 6 OAK
185 8 OAK
186 12 OAK
187 10 OAK
188 10 OAK
189 TWIN 6 OAK
190 8 OAK
191 5 OAK
192 8 OAK
193 12 OAK
194 4 OAK
195 4 OAK
196 14 PINE
197 5 OAK
198 6 OAK
199 4 OAK
200 6 PINE
201 4 OAK
202 4 OAK
203 36 OAK
204 15 OAK
205 5 OAK
206 TWIN 6 +4 OAK
207 4 OAK
208 6 OAK
209 17 OAK
210 4 OAK
211 13 OAK
212 6 OAK
213 24 OAK
214 4 OAK
215 5 OAK
216 8 CEDAR
217 14 PINE
218 11 OAK
219 5 CHERRY
220 9 OAK
221 9 OAK
222 6 OAK
223 9 OAK
224 6 OAK
225 5 OAK
226 9 OAK
227 6 OAK
228 8 OAK
229 6 OAK
230 7 OAK
231 5 OAK
232 10 OAK
233 19 OAK
234 13 PINE
235 5 OAK
236 8 OAK
237 6 OAK
238 8 OAK
239 10 OAK
240 8 OAK
241 5 OAK
242 14 OAK
243 12 OAK
244 30 18 OAK
245 11 OAK
246 60 OAK
247 12 OAK
248 7 OAK
249 7 OAK
250 6 CHERRY
251 8 CHERRY
252 15 OAK
253 15 OAK
254 10 OAK
255 8 OAK
256 8 OAK
257 7 OAK
258 8 CHERRY
259 8 OAK
260 6 OAK
261 10 CHERRY
262 12 OAK
263 6 OAK
264 8 OAK
265 14 OAK
266 6 OAK
267 14 RG
268 6 OAK
269 14 OAK
270 14 OAK
271 6 OAK
272 11 OAK
273 11 CHERRY
274 6 CHERRY
275 7 CHERRY
276 11 CHERRY
277 6 CHERRY
278 6 CHERRY
279 5 CHERRY
280 5 OAK
281 4 OAK
282 5 OAK
283 5 OAK
284 6 OAK
285 5 OAK
286 5 OAK
287 6 +8 OAK
288 5 OAK
289 4 CHERRY
290 8 OAK
291 9 OAK
292 9 OAK
293 7 OAK
294 7 OAK
295 5 OAK
296 6 OAK
297 4 OAK
298 5 OAK
299 7 OAK
300 5 OAK
301 4 OAK
302 4 OAK
303 38 OAK
304 4 OAK
305 6 OAK
306 7 +7 OAK
307 5 OAK
308 4 OAK
309 9 +7 OAK
310 5 OAK
311 12 OAK
312 5 OAK
313 5 OAK
314 8 OAK
315 7 OAK
316 4 OAK
317 7 OAK 475 6 OAK
318 12 OAK 476 5 OAK
319 9 OAK 477 6 OAK
320 6 OAK 478 4 OAK
321 4 OAK 479 6 OAK
322 12 PINE 480 6 OAK
323 4 CHERRY 481 4 OAK
324 4 OAK 482 11 OAK
325 8 OAK 483 5 OAK
326 19 OAK 484 5 OAK
327 16 OAK 485 5 OAK
328 4 OAK 486 5 OAK
329 7+5 CHERRY 487 5 OAK
330 7 OAK 488 12 CHERRY
331 8 OAK 489 4 OAK
332 9 OAK 490 4 SYCAMORE
14 CHERRY
6 CAMPHOR
4 OAK
5 OAK
4 OAK
496 4 OAK
497 5 OAK
498 4 OAK
499 9 OAK
500 7 OAK
501 7 OAK
502 6 OAK
503 5 OAK
504 6 OAK
505 6 OAK
506 4 OAK
507 5 OAK
508 5 OAK
509 5 CHERRY
510 4 OAK
511 6 OAK
512 4 OAK
513 10 CAMPHOR
514 9 CAMPHOR
515 5 OAK
516 5 OAK
517 4 CHERRY
518 9 OAK
519 6 OAK
520 14 OAK
521 9 CHERRY
522 22 EAR
523 9 CHERRY
524 8 CHERRY
525 8 OAK
526 5 OAK
527 5 +7 OAK
528 10 OAK
529 5 OAK
530 10 OAK
531 10 OAK
532 10 PINE
533 6 CHERRY
534 7 OAK
535 24 PINE
536 20 OAK
537 5 OAK
538 20 OAK
539 7 OAK
540 9 OAK
541 7 OAK
542 5 OAK
543 6 OAK
544 4 OAK
545 5 OAK
546 7 CHERRY
547 6 OAK
548 5 OAK
549 4 CHERRY
550 10 OAK
551 7 OAK
552 7 OAK
553 5 OAK
554 5 OAK
555 4 OAK
556 12 PINE
557 4 CHERRY
558 8 CHERRY
333 6 OAK 491
334 4 OAK 492
INTENTIONALLY OMITTED 493
336 5 OAK 494
337 4 OAK 495
338 7 OAK
339 5 OAK
340 8 OAK
341 7 OAK
342 8 OAK
343 10 OAK
344 6 OAK
345 10 OAK
346 18 OAK
347 11 OAK
348 4 OAK
349 4 OAK
350 6 OAK
351 6 OAK
352 4 OAK
353 10 OAK
354 5 OAK
355 10 OAK
356 5 OAK
357 12 OAK
358 9 OAK
359 4 OAK
360 11 OAK
361 4 OAK
362 8 OAK
363 8 OAK
364 8 OAK
365 5 OAK
366 6 OAK
367 9 OAK
368 4 OAK
369 5 OAK
370 5 OAK
371 5 OAK
372 4 OAK
373 5 OAK
374 7 GUM
375 4 GUM
376 5 GUM
377 4 OAK
378 5 CHERRY
379 5 OAK
380 4 OAK
381 4 OAK
382 12 OAK
383 5 OAK
384 8 CHERRY
385 5 OAK
386 9 OAK
387 8 OAK
388 7 CHERRY
389 4 CHERRY
390 4 OAK
391 5 CHERRY
392 12 OAK
393 4 OAK
394 6 OAK
395 5 OAK
396 5 CHERRY
397 7 CHERRY
398 6 CHERRY
399 7 CHERRY
400 7 CHERRY
401 4 CHERRY
402 11 OAK
403 6 GAK
404 4 CAMPHOR
405 6 CHERRY
406 5 CHERRY
407 5 CHERRY
408 TWIN 5 CHERRY
409 TWIN 14 OAK
410 9 CHERRY
411 9 OAK
412 12 OAK
413 7 OAK
414 4 GAK
415 5 GAK
416 6 OAK
417 5 OAK
418 5 OAK
419 11 OAK
420 5 CAMPHOR
421 6 OAK
422 6 OAK
423 9 OAK T
424 10 OAK
425 TWIN 9 OAK
426 5 GAK
427 4 GAK
428 11 OAK
429 13 OAK
430 9 OAK
431 TWIN 5 GUM
432 5 +7 OAK
433 7 GUM
434 6 OAK
435 7 OAK
436 14 CHERRY
437 15 OAK
438 8 GAK
439 11 PINE
440 4 OAK
441 TWIN 11 OAK
442 8 OAK
443 5 OAK
444 9 OAK
445 7 OAK
446 17 OAK
447 10 OAK
448 7 GAK
449 4 GUM
450 4 GAK
451 5 CHERRY
452 8 OAK
453 5 OAK
454 11 PALM
455 8 +7 OAK
456 7 OAK
457 4 OAK
458 9 OAK
459 6 OAK
460 4 OAK
461 4 OAK
462 7 OAK
463 5 OAK
464 7 GAK
465 4 GAK
466 4 OAK
467 4 BIRCH
468 4 OAK
469 4 OAK
470 4 OAK
471 4 OAK
472 4 OAK
473 4 OAK
474 7 OAK
07- 02 -07, ADDED 4" .AND UP TREES ONLY PER CLIENT'S REQUEST, ORDER #3735 -07
GRUSENMEYER — SCOTT ?c ASSOC., INC. — LAND SURVEYORS
5400 E. COLONIAL
LEGEND
P.O.C. =POINT OF COMMENCEMENT
P.O.B. -POINT OF BEGINNING
RCP = REINFORCED CONC PIPE
R/W =RIGHT OF WAY
REC = RECOVERED
SET N &D =N &D 14596
SN =SIGN
SET IR =1/2" IR W/L.B. #4596
TB= TELEPHONE BOX
TYP- TYPICAL
WF =WOOD FENCE
WP= WITNESS POINT
WALL=C /B WALL
WV =WATER VALVE
TRAN = TRANSFORMER
T.O.B. -TOP OF BANK
L = ARC LENGTH
C.B. = CHORD BEARING
0 = DELTA
UR = UTILITY RISER
CERTIFIED BY:
DR. ORLANDO, FL. 32807 (407)- 277 -3232 FAX (407)- 658 -1436
NOTES: CERTIFICATE OF AUTHORIZATION - LB 4596
1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL
STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER
61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR
INFORMATIONAL PURPOSES ONLY.
3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE
MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN.
5. THIS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE
RELIED UPON BY ANY OTHER ENTITY.
6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO
RECONSTRUCT BOUNDARY LINES.
7. BEARINGS, IF SHOWN, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (8.5.)
8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS
OTHERWISE NOTED.
R.L.S. }`
JAMES W. SCOTT, R.L.S # 4801 TOM X. GRUSENMEYER, R.L.S. # 4714
JOSEPH E. WILLIAMSON, R.L.S. f 6573
FIELD DATE
04 -30 -07
ORDER f
1500 -07
SITE DATA
LEGAL DESCRIPTION
GROSS AREA - 7.29± AC. (INCLUDING PORTION OF LAKE TALMO)
A PART OF LOT 16, BLOCK D OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED
EXISTING ZONING - C-1 (NEIGHBORHOOD COMMERCIAL) IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
EXISTING LAND USE - VACANT
LEGEND
PROPOSED LAND USE - COMMERCIAL (RETAIL AND OFFICE)
BUILDING AREA
OUTDOOR WOOD DECK AREA (ON PIERS)
BUILDING No. 1 18,408 S.F. (RETAIL)
BUILDING No. 2 23,103 S.F. (RETAIL lst STORY)
23.103 S.F. (OFFICE 2nd STORY) V / /1 UNDERGROUND RETENTION/DETENTION AREA
64,614 S.F. TOTAL (EXFILTRATION SYSTEM)
PARKING CALCULATIONS
)
IF
PARKING REQUIRED
\
RETAIL = 1 SPACE PER 300 S.F.
= 41,511
S.F. / 300 = 138 SPACES
OFFICE = 1 SPACE PER 400 S.F.
= 23,103
S.F. / 400 = 58 SPACES
\
TOTAL PARKING REQUIRED = 196
PARKING PROVIDED 200 SPACES
INCLUDING
8 HANDICAP SPACES
' \
--
0 15 30 60
SCALE: 1" = 30'
\ \ ‚ VOT :• LA7 • j / ; , J , -- /
At
\ 1 ,.',. •r,• .r in '
1
1 1
11
Ni
I
1 l;
1 1
1 /
1
I_? l
1:
.
)
IF
I lot
7 777
Ft JLL 1 ±1 Y1 r' :T' Ti± L':2T / / '' < / 8f[ \;
/ <- - - — -- - -- --- ___ __ A: & - -- 7 7 k -'- -
1 r
== ==== == ==== ==
F .
,f-
DATE
80
70
E ---1
60
50
R 10'
LAND-
SCAPE
80 -
70
60
50
R 10'
LAND-
SCAPE
17.32'
ANGLED
PARKING
0.5'
15'
ONE -WAY
DRIVE
AISLE
17.32' 15'
ANGLED ONE -WAY
PARKING DRIVE
0.5' AISLE
PROPOSED
RADE
17.32'
ANGLED
PARKING
5'
SIDE-
WALK
5'
LAND-
SCAPE
NAM DATE
121012011EDIIT SML 9/07
ElIAWIR SML 9/07
CIMCEEDNE FJT 9/07
Al >•! FJT 9/07
LAKESIDE PLAZA
IINIJ_. 1111MIND_ mil♦! amp=iglu= CDP3.dwg
5'
SIDE-
WALK 5 ,
LAND-
SCAPE
40'
PROPOSED BUILDING
9.04'
I
79.68'
PROPOSED BUILDING
RAISED WOODEN DECK ON PIERS
SECTION A -A
55'
50'
SETBACK FROM
NORMAL WATER EL.
5'
SIDE-
S , WALK
LAND-
SCAPE
20'
PARKING
8606 BAY SHORE COVE • ORLANDO, FLORIDA 32836
TELEPHONE (407) 903 -9219 • FAX (407) 903 -9279
SECTION B -B
1 TAWILL ENGINEERING, INC.
CIVIL ENGINEERING DESIGN • CONSULTING • PERMITTING
24'
DRIVE
AISLE
— PROPOSED
GRADE
76.35'±
19'
PARKING
0.5'
6'
19'
PARKING
0.5'
0
I
M - 80
0
I
3
f ---------------------- EXISTING GRADE 0
60
— 50
70
CITY OF WINTER SPRINGS
24'
DRIVE
AISLE
EXISTING
GRADE
19'
PARKING
0.5'
CROSS SECTIONS
6'
19'
PARKING
0.5'
LAKESIDE PLAZA
CONCEPTUAL DEVELOPMENT PLAN
24'
DRIVE
AISLE
0.5'
f
FARID J. TAWILL, P.E. SCA=
FLORIDA LIC. No. 38845 1" = 20'
FLORIDA DATE
R
6.68'
80
70
60
= 50
0 10 20 40
SCALE: 1" = 20'
PROJECT NO.
07 -004
DATE
SEPTEMBER 2007
EBERT 5 OF 7
NORMAL WATER EL. 55.0