RES 2023-0646 - Lakeside Farms - Preliminary PlatOUTLOT B
2.93 ACRES
G
G
U
S0
0
°
0
6
'
1
5
"
E
10
1
6
.
9
3
'
R
1
0
1
6
.
6
3
'
C
N89°46'20"E 2194.79' R 2194.76' M
S0
0
°
0
3
'
1
4
"
W
2
2
4
4
.
3
6
'
R
2
2
4
4
.
3
4
'
M
N89°50'26"W
220.00' R&M
S00°04'19"W
198.00' R
198.22' M
S89°53'57"E
170.00' R
170.06' M
S00°03'14"W
165.00' R 165.24' M
18"
24"
24"
1
8
"
24
"
11.0' x 6.0'
BOX CULVERTI.E.=1195.40
10.2'x3.3'
BOX CULVERTI.E.=1188.65
(SILTED IN, IETAKEN AT FLOWLINE)
24"
42"
42"18
"
18"
54
'
6
9
'
4
3
'
1
1
3
'
9
7
'
10
4
'
31'
26
5
'
2
1
3
'
6
'
6
8
'
1
2
4
'
5
2
'
59
'
3
7
1
'
8 0 '
126'
2 8 '203'
197'
7
0
'
7
7
'
8
6
'
8
3
'
21
4
'
57'
4
0
'
9
4
'
1
2
9
'
1
7
3
'
148
'
59'
26
9
'
91 '
82'
6 0 '38'3 5 '1 0 8 '
24'
12
9
'
31
9
'
52'
10
4
1
'
2145'
22
4
4
'
170'
19
8
'
170'
16
6
'
341'
581'
937'
95
'
11 2 '
4
2'
1
2
2
'
44'
10
4
'
19
'
26
5
'
14
8
'
6
'
9
7
'
1
2
4
'
8
2
'
59
'
2
1
4
'
652'
80 '
17'
1 9 '
153'
4 6 '
71'
5 6 '
87'6 6 '
32
'
6
9'
6
5
'
2
6
'
54
'
95'
196 '
17'
4 7 '
153'
2 7 '
71'
3 3 '
87'4 0 '
10
5
'
35'
28
4
'
4
6
1
'
218'23
6
'
278'98'491'214'
521
'
83'
5
1
2
'
63'4 6 '
566'880'
53
7
'
49
9
'
2
3
9
'
34
9
'
2
2
9
'
271'
1 0 '61'
2
2
8
'
33
6
'
3
0
9
'
61'
12 0 '
1
0
5
'
58
5
'
63'
4 0
'
89'
11 '14'5 2'203'4 4 '
67'
43
5
'
19'3'9 8 '
23
'
1
1
2
'
8
1'
17
'
12 7 '94'3 5 '
1
07'
453'
144'
56'
31
6
'
219'
2
7
1
'
137'
6
8
'
4
'5
'
39
1
'
15
6
'
15'
2 6 '
23'
41'
23
'
2
3
'
5
3
'
26'
3 8 '
78'
3'
4
3
9
'
163'
5
3'
50
'
17'
517'
1
1
3
3
'
12
5
'
635'
3180
'
20
'
190'
205'
7
3
'
5
3
'
4
9
'
53'
722'
49'
49
'
2
0
3
'
5
1
6
'
15
1
'
50
'
63'50'
1
6
8
'
19
8
'
7
5
'
8'
7
6
'
63'
41'
23'
25
'
23'
16'
16'
19'69'
86'33 '69'
11'28'
4
8
'
44
'
52'
48'
38'30'
36'36'45'53'
31'
4
8
'
48'
43
'
33'
66'45'
44'
109
'
60'
44'
5
2
'
23'
18
'
29'
86'40'52'
4 9
'
7
5
'
9 4 '
59'
19 '
2
5
'
25
'
10
'
24'
7'
20'
39'
17'
17'
2
9'
3
5
'
242'
68'
1
2
0
'
50
'
121'
80'
55'
41'
50'34 '
46'3
3
'
3
2'
29'
56'
16
4
'
3
2
'
49
'
30'
90'93
'
79'
100'
2 6 '
41'
52
'
280'
1
2
8
'
51'
13'65 '5
4
'
49'
13
1
'9
4
'
30'
21'
21'
1
3
0
'
2 6'
21 '
23
'
7 3
'
41'
21'
25
'
25'
25
'
43'49'
1
0
2
'
3
7
1
'
3
2
'
85'21'94'8 5 '
5
7
'
4
0
5
'
12 3 '
68
'
33
8
'
172'
3
8
'
8
6
'
1
2
2
'
7
0
'
1
13'
1
1
'
60'
9 5 '
122'6'
253'
9
3'
81'
385'
88
'
9 1 '
85'
9 1 '
35'2 8 '1 6'1 5 '132'
12
6
'
28'
4
0
'
5
6
'
8
5
'
4
4
'
1
3
9
'
4
4'
82'
47
'
101
'
37'
11
8
'
15
2
'
52'
61'79'
339'
132'
162'188'
224'
2
1
9
'
374'
56'
15
9
'
204
'
135'
237'
113'
27
8
'
139
'
3
7
4
'
3
3
0
'
5
8
'
3
2
'
OUTLOT A
136.01 ACRES
OUTLOT H
21.19 ACRES OUTLOT G
1.51 ACRES OUTLOT F
1.61 ACRES
OUTLOT I
3.02 ACRES
LOT 1
4.01 ACRES
LOT 2
8.54 ACRES
LOT 4
6.35 ACRES
LOT 5
5.65 ACRES
LOT 6
3.19 ACRES
LOT 9
1.90 ACRES
OUTLOT E
5.91 ACRES
LOT 8
2.10 ACRES
LOT 7
2.27 ACRES
LOT 14
2.29 ACRES
OUTLOT J
92.28 ACRES
LOT 16
1.85 ACRES
OUTLOT D
2.58 ACRES
LOT 13
2.09 ACRES
LOT 12
1.91 ACRES
LOT 11
2.18 ACRES
LOT 10
2.53 ACRES
LOT 17
2.31 ACRES
LOT 15
2.00 ACRES
OUTLOT C
8.69 ACRES
LOT 3
7.47 ACRES
Preliminary Plat
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-- ----
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-- ----
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-- ----
-- ----
-- ----
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Project Name
Professional Seal
Revision Dates
Sheet Title
No. Description MM-DD-YY
Client Name
Drawn By: Reviewed By:
Job No.: Date:
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 www.td2co.com
Project Address
Lakeside Farms
Lakeside Farms
LLC
1523-125 5-8-23
MEM DEK
Exhibit A
0' 100' 200'
N
7
8
T
H
S
T
.
R62.5
0
'
25'
R50.0
'
LAKESIDE FARMS
LOTS 1 THROUGH 17 AND
OUTLOTS A THROUGH J
DOUGLAS COUNTY, NEBRASKA
ENGINEERSUBDIVIDER
V I C I N I T Y M A P
PROJECT
SITE
S
Q
U
I
R
E
S
T
60
ST HWY 36
84
76
PZ
PAWNEE RD
ST
78
NORTHRIDGE
OMAHA ST
CIR
TRACE
M
C
K
I
N
L
E
Y
RD
S
T
O
N
E
S
CIR
69
ST
BENNINGTON
MORGANS
ST
C
O
U
N
T
R
Y
KI
M
B
E
R
L
Y
ST
6
1
ST
6
2
PATH
BRID
L
E
ST
HILLS NORTHERN DR
66
ST 64
D
R
N
O
R
T
H
L
A
N
D
PZ
72
LON
E
R
G
A
N
L
A
K
E
LEGAL DESCRIPTION
NOTES
LEGEND
22'
2
2
'
30'
80
'
8
0
'
40'
40'
9
5
'
95'
R
3
7
.
5
'
R
5
0
.
0
'
R
6
2
.
5
'
22'
PLUM PLAZA C
I
R
C
L
E
N 7
7
T
H
P
L
A
Z
A
C
I
R
C
L
E
N
7
8
T
H
P
L
A
Z
A
Exhibit A
OUTLOT B
2.93 ACRES
G
G
U
S0
0
°
0
6
'
1
5
"
E
10
1
6
.
9
3
'
R
1
0
1
6
.
6
3
'
C
N89°46'20"E 2194.79' R 2194.76' M
S0
0
°
0
3
'
1
4
"
W
2
2
4
4
.
3
6
'
R
2
2
4
4
.
3
4
'
M
N89°50'26"W
220.00' R&M
S00°04'19"W
198.00' R
198.22' M
S89°53'57"E
170.00' R
170.06' M
S00°03'14"W
165.00' R 165.24' M
18"
24"
24"
1
8
"
24
"
11.0' x 6.0'
BOX CULVERTI.E.=1195.40
10.2'x3.3'
BOX CULVERTI.E.=1188.65
(SILTED IN, IETAKEN AT FLOWLINE)
24"
42"
42"18
"
18"
54
'
6
9
'
4
3
'
1
1
3
'
9
7
'
10
4
'
31'
26
5
'
2
1
3
'
6
'
6
8
'
1
2
4
'
5
2
'
59
'
3
7
1
'
8 0 '
126'
2 8 '203'
197'
7
0
'
7
7
'
8
6
'
8
3
'
21
4
'
57'
4
0
'
9
4
'
1
2
9
'
1
7
3
'
148
'
59'
26
9
'
91 '
82'
6 0 '38'3 5 '1 0 8 '
24'
12
9
'
31
9
'
52'
10
4
1
'
2145'
22
4
4
'
170'
19
8
'
170'
16
6
'
341'
581'
937'
95
'
11 2 '
4
2'
1
2
2
'
44'
10
4
'
19'
26
5
'
14
8
'
6
'
9
7
'
1
2
4
'
8
2
'
59
'
2
1
4
'
652'
80 '
17'
1 9 '
153'
4 6 '
71'
5 6 '
87'6 6 '
32
'
6
9'
6
5
'
2
6
'
54
'
95'
196 '
17'
4 7 '
153'
2 7 '
71'
3 3 '
87'4 0 '
10
5
'
35'
28
4
'
4
6
1
'
218'23
6
'
278'98'491'214'
521
'
83'
5
1
2
'
63'4 6 '
566'880'
53
7
'
49
9
'
2
3
9
'
34
9
'
2
2
9
'
271'
1 0 '61'
2
2
8
'
33
6
'
3
0
9
'
61'
1 2 0 '
1
0
5
'
58
5
'
63'
4 0
'
89'
11 '14'5 2'203'4 4 '
67'
43
5
'
19'3'9 8 '
23
'
1
1
2
'
8
1'
17
'
12 7 '94'3 5 '
1
07'
453'
144'
56'
31
6
'
219'
2
7
1
'
137'
6
8
'
4
'5
'
39
1
'
15
6
'
15'
2 6 '
23'
41'
23
'
2
3
'
5
3
'
26'
3 8 '
78'
3'
4
3
9
'
163'
5
3'
50
'
17'
517'
1
1
3
3
'
12
5
'
635'
3180
'
20
'
190'
205'
7
3
'
5
3
'
4
9
'
53'
722'
49'
49
'
2
0
3
'
5
1
6
'
15
1
'
50
'
63'50'
1
6
8
'
19
8
'
7
5
'
8'
7
6
'
63'
41'
23'
25
'
23'
16'
16'
19'69'
86'33 '69'
11'28'
4
8
'
44
'
52'
48'
38'30'
36'36'45'53'
31'
4
8
'
48'
43
'
33'
66'45'
44'
109
'
60'
44'
5
2
'
23'
18
'
29'
86'40'52'
4 9
'
7
5
'
9 4 '
59'
19 '
2
5
'
25
'
10
'
24'
7'
20'
39'
17'
17'
2
9'
3
5
'
242'
68'
1
2
0
'
50
'
121'
80'
55'
41'
50'34 '
46'3
3
'
3
2'
29'
56'
16
4
'
3
2
'
49
'
30'
90'93
'
79'
100'
2 6 '
41'
52
'
280'
1
2
8
'
51'
13'65 '5
4
'
49'
13
1
'9
4
'
30'
21'
21'
1
3
0
'
2 6'
21 '
23
'
7 3
'
41'
21'
25
'
25'
25
'
43'49'
1
0
2
'
3
7
1
'
3
2
'
85'21'94'8 5 '
5
7
'
4
0
5
'
12 3 '
68
'
33
8
'
172'
3
8
'
8
6
'
1
2
2
'
7
0
'
1
13'
1
1
'
60'
9 5 '
122'6'
253'
9
3'
81'
385'
88
'
9 1 '
85'
9 1 '
35'2 8 '1 6'1 5 '132'
12
6
'
28'
4
0
'
5
6
'
8
5
'
4
4
'
1
3
9
'
4
4'
82'
47
'
101
'
37'
11
8
'
15
2
'
52'
61'79'
339'
132'
162'188'
224'
2
1
9
'
374'
56'
15
9
'
204
'
135'
237'
113'
27
8
'
139
'
3
7
4
'
3
3
0
'
5
8
'
3
2
'
OUTLOT A
136.01 ACRES
OUTLOT H
21.19 ACRES OUTLOT G
1.51 ACRES OUTLOT F
1.61 ACRES
OUTLOT I
3.02 ACRES
LOT 1
4.01 ACRES
LOT 2
8.54 ACRES
LOT 4
6.35 ACRES
LOT 5
5.65 ACRES
LOT 6
3.19 ACRES
LOT 9
1.90 ACRES
OUTLOT E
5.91 ACRES
LOT 8
2.10 ACRES
LOT 7
2.27 ACRES
LOT 14
2.29 ACRES
OUTLOT J
92.28 ACRES
LOT 16
1.85 ACRES
OUTLOT D
2.58 ACRES
LOT 13
2.09 ACRES
LOT 12
1.91 ACRES
LOT 11
2.18 ACRES
LOT 10
2.53 ACRES
LOT 17
2.31 ACRES
LOT 15
2.00 ACRES
OUTLOT C
8.69 ACRES
LOT 3
7.47 ACRES
Preliminary Plat
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-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
-- ----
Project Name
Professional Seal
Revision Dates
Sheet Title
No. Description MM-DD-YY
Client Name
Drawn By: Reviewed By:
Job No.: Date:
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 www.td2co.com
Project Address
Lakeside Farms
Lakeside Farms
LLC
1523-125 5-8-23
MEM DEK
Exhibit A
0' 100' 200'
N
7
8
T
H
S
T
.
R62.5
0
'
25'
R50.0
'
LAKESIDE FARMS
LOTS 1 THROUGH 17 AND
OUTLOTS A THROUGH J
DOUGLAS COUNTY, NEBRASKA
ENGINEERSUBDIVIDER
V I C I N I T Y M A P
PROJECT
SITE
S
Q
U
I
R
E
S
T
60
ST HWY 36
84
76
PZ
PAWNEE RD
ST
78
NORTHRIDGE
OMAHA ST
CIR
TRACE
M
C
K
I
N
L
E
Y
RD
S
T
O
N
E
S
CIR
69
ST
BENNINGTON
MORGANS
ST
C
O
U
N
T
R
Y
KI
M
B
E
R
L
Y
ST
6
1
ST
6
2
PATH
BRID
L
E
ST
HILLS NORTHERN DR
66
ST
64
D
R
N
O
R
T
H
L
A
N
D
PZ
72
LON
E
R
G
A
N
L
A
K
E
LEGAL DESCRIPTION
NOTES
LEGEND
22'
2
2
'
30'
80
'
8
0
'
40'
40'
9
5
'
95'
R
3
7
.
5
'
R
5
0
.
0
'
R
6
2
.
5
'
22'
PLUM PLAZA C
I
R
C
L
E
N 7
7
T
H
P
L
A
Z
A
C
I
R
C
L
E
N
7
8
T
H
P
L
A
Z
A
GG
U
S0
0
°
0
3
'
1
4
"
W
2
2
4
4
.
3
6
'
R
2
2
4
4
.
3
4
'
M
N89°50'26"W
220.00' R&M
S00°04'19"W
198.00' R
198.22' M
S89°53'57"E
170.00' R
170.06' M
S00°03'14"W
165.00' R 165.24' M
LOT 1
4.01 ACRES
LOT 2
8.54 ACRES
LOT 3
7.47 ACRES
LOT 4
6.35 ACRES
LOT 5
5.65 ACRES
LOT 6
3.19 ACRES
LOT 7
2.27 ACRES LOT 8
2.10 ACRES
LOT 9
1.90 ACRES
LOT 10
2.53 ACRES
LOT 11
2.18 ACRES
LOT 12
1.91 ACRES
LOT 13
2.09 ACRES
LOT 14
2.29 ACRES
LOT 15
2.00 ACRES
LOT 16
1.85 ACRES
LOT 17
2.31 ACRES
OUTLOT J
92.28 ACRES
OUTLOT A
136.01 ACRES
OUTLOT D
2.58 ACRES
OUTLOT G
1.51 ACRES
OUTLOT I
3.02 ACRES
OUTLOT F
1.61 ACRES
OUTLOT B
2.93 ACRES
OUTLOT E
5.91 ACRES
OUTLOT C
8.69 ACRES
OUTLOT H
21.19 ACRES
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Project Name
Professional Seal
Revision Dates
Sheet Title
No. Description MM-DD-YY
Client Name
Drawn By: Reviewed By:
Job No.: Date:
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 www.td2co.com
Project Address
Lakeside Farms
Lakeside Farms
LLC
1523-125 5-8-23
GTN DEK
0'100' 200'
LAKESIDE FARMS
LOTS 1 THROUGH 17 AND
OUTLOTS A THROUGH J
DOUGLAS COUNTY, NEBRASKA
Landscape Plan
Exhibit CN
7
8
T
H
S
T
.
LEGEND
22. C12-23-144
Lakeside Farms, LLC
REQUEST: Preliminary Plat approval of LAKESIDE
FARMS, a cluster subdivision outside city
limits, with a waiver to Sections 53-8(2)(g),
Pavement Width; 53-9(9), Sidewalks; 53-
8(2)(b), Cul-de-sac Length; 53-9(3), Street
Surfacing; 53-9(10), Streetscape Standards
to waive installation of street lights; 53-8,
Stopping Site Distance; and 53-8(4)(d), Lot
frontage
LOCATION: Northwest of 72nd Street and Bennington
Road
At the Planning Board meeting held June 7, 2023 Jim Buser, 10250 Regency Circle, appeared before the
Board on behalf of the applicant. Mr. Buser stated that this is a large development parcel over 300 acres
located north of Bennington Road and west of 72nd Street. He stated that they have worked with Public
Works and the Planning Department in how best to proceed with the vision of the developer. Mr. Buser
stated he was available for any questions.
In response to Ms. Franklin, Mr. Buser stated that it is a private lake, privately constructed,and a privately
owned dam.
Pat Ackerman, 11901 N 72nd Street, owner of the North Omaha Airport. Mr. Ackerman stated that he wants
to confirm that the development has been reviewed by the City for AB Zoning as part of the recommendation
approval. He also discussed details regarding the flight path of planes at the North Omaha Airport over the
proposed development.
In response to Mr. Englund, Mr. Ackerman stated that the elevation of the planes over the development
would be 1200 to 1500 feet.
In response to Mr. Morris, Mr. Ackerman stated that the airport currently has four to five flights a day, though
they are trying to increase air traffic at that location.
Eric Englund, Planning Department, stated that this development will be using a tool called the Ag cluster.
He also stated that the entirety of the property is within the Future Development Zone, meaning there is not
sanitary sewer service that is available to this site, but at some point in the future when those sewer
extensions do get extended this site would be. He stated that there are limitations to what the City can
support, the Ag cluster is one of those tools that does allow some level of construction of homes for a site
in this area. Mr. Englund stated that the plan has 17 home sites utilizing the cluster and that there is a large
area, Outlot A and Outlot H, that make up over 150 acres that are being preserved for future developable
area if the current landowner or a future landowner chooses to develop them. He went on to discuss the
waivers being requested, going into detail regarding the waivers for sidewalks and lighting, and the waiver
for stopping distance. Mr. Englund further stated that this site is part of the Lake Cunningham Overlay
District and discussed the lake on the proposed site and any discharge that may affect Lake Cunningham.
He also discussed lots one and four that have restricted slope areas that would require easements. Mr.
Englund stated there was also possible previous destruction to wetlands that would need to be addressed
with the applicant and the US Army Corps of Engineers. He also briefly discussed the floodplain
requirements.
Eric Englund, Assistant Director, appeared before the Board on behalf of the Planning Department. Mr.
Englund stated that staff recommends approval of the waiver to Section 53-8(2)(g), Pavement Width,
approval of the waiver to Section 53-9(3), Street Surfacing, approval of the waiver to Section 53-8(4)(d),
Lot frontage, approval of the waiver to Section 53-8(2)(b), Cul-de-sac Length, and approval of the
Preliminary Plat, subject to the 25 conditions.
Mr. Pate motioned for approval of the waiver to Section 53-8(2)(g), Pavement Width, approval of the waiver
to Section 53-9(3), Street Surfacing, approval of the waiver to Section 53-8(4)(d), Lot frontage, approval of
the waiver to Section 53-8(2)(b), Cul-de-sac Length, and approval of the Preliminary Plat, subject to the
following conditions:
1. For the request to waive required sidewalks and streetlights, either 1) coordinate with the City on
an acceptable reduced level of street lighting for a waiver of sidewalks on the private streets, or 2)
provide acceptable sidewalk or trail improvements for a waiver of all street lights on the private
streets.
2. Coordinate with Public Works on the acceptability of the Chapter 53 waiver request regarding
stopping site distance.
3. For North 78th Circle within right-of-way, construct the street in compliance with City public street
standards; all Chapter 53 street-related waivers as part of this request shall only apply to the private
streets in outlots.
4. In the subdivision agreement, cover the private ownership and permanent maintenance
responsibility of the private streets by the owner’s association, and record a Memorandum of
Agreement (MOA) on lots 1-17 covering the private streets.
5. Receive approval from Public Works on the alignment and dimensions of the sanitary sewer
easement (including approval of a 30% design report and acceptable plan and profiles) prior to
forwarding the subdivision agreement to City Council.
6. OPPD has overhead power lines along the south side of the property; coordinate with OPPD as
needed.
7. A grading permit shall be required; coordinate with Public Works.
8. Receive preliminary approval of the PCSMP from Public Works prior to the application for final plat
approval; upload the drainage study and preliminary plans to Permix.
9. Comply with all stormwater management ordinances and policies.
10. Provide for the use, ownership, and maintenance of the outlots in the subdivision agreement,
including allowable improvements on Outlot J.
11. Coordinate with the Parks Department regarding the required park within the future development
area.
12. A wetlands analysis and mitigation plan (if necessary) must be submitted with the final plat
application.
13. Lots 1-4 include restricted soil and slope area identified on the maps in Section 55 -902. These
areas must be placed within protected easements.
14. A tree canopy analysis and mitigation plan (if necessary) must be submitted with the final plat
application.
15. No part of the lake may be platted within the individual Ag -cluster residential lots as part of this
development.
16. Submit a letter from Douglas County Emergency Management confirming that acceptable
emergency warning is being provided for the area.
17. In the subdivision agreement, cover the requirements for future minimum development density for
Outlots A, B, F, G, and H, and the conveyance requirements for Outlots B and G; record an MOA
on each of these outlots.
18. Obtain a waiver from the Zoning Board of Appeals for Section 55-88(b)(4), to allow for lots greater
than two acres in size.
19. All previous work completed and future development within the FF-Flood Fringe Overlay District
will require a floodplain development permit.
20. Fifty feet of right of way shall be dedicated along the west side of 72nd Street, widening to 60 feet
within 300 feet of Highway 36.
21. Obtain all necessary permits from Douglas County.
22. Proposed site grades along the eastern boundary of the platting, adjacent to 72nd Street, must be
coordinated with the future improvement of those roadways.
23. If Lakeside Farms Addition will not be located in a Sanitary Improvement District, a maintenance
agreement will be required before Douglas County will provide routine maintenance of public
streets or request street lights on behalf of the Developer.
24. Storm sewer design computations and final plans must be submitted to the Douglas County
Engineer’s office for review.
25. Concurrence from the NeDNR Dam Safety Office must be provided for the proposed development
with the final plat submittal.
Ms. Franklin seconded the motion which carried 5-0. Mr. Rosenbaum recused himself.
SUBJECT AREA IS SHADED - JUNE 2023
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22CASE:C12-23-144APPLICANT:Lakeside Farms, LLCREQUEST:Preliminary Plat approval of LAKESIDE FARMS, a cluster subdivision outsidecity limits, with a waiver to Sections 53-8(2)(g), Pavement Width; 53-9(9), Sidewalks;53-8(2)(b), Cul-de-sac Length; 53-9(3), Street Surfacing; 53-9(10), StreetscapeStandards to waive installation of street lights; 53-8, Stopping Site Distance; and 53-8(4)(d), Lot frontageLOCATION:Northwest of 72nd Street and Bennington Road