RES 2023-1000 - Lakeside Farms (Lots 1-17 and Outlots A-J) - Subdivision Agreement
Rev. 1/1/2023 2
D. Storm sewers, inlets, manholes and related appurtenances constructed in streets right-of-way and easements,
per plat (Exhibit “A”), plans and specifications for said sewer improvements to be approved by City prior to
starting construction of said improvements to be located as shown on storm sewer plans to be prepared by
Thompson Dreessen & Dorner, Inc., copies of which are attached hereto as Exhibit “B”.
E. Water and gas distribution mains located within dedicated street rights-of-way dedicated per plat (Exhibit
“A”) to be installed by the Metropolitan Utilities District. A contract with MUD will be provided by the
Subdivider to the City as soon as available, but in no event longer than four months from the date of
execution of this agreement.
F. Street lighting for public streets dedicated per plat (Exhibit “A”) to be installed by the Omaha Public Power
District. An agreement with the Douglas County Engineer, to work with OPPD on behalf of the Subdivider,
is required prior to recording of the final plat. One street light shall be required for the private streets
constructed within Outlots B and C, in the location noted on Exhibit “B”.
G. Underground electrical service to each of the lots in the area to be developed to be installed by the Omaha
Public Power District. A contract with OPPD will be provided by the Subdivider to the City as soon as
available, but in no event longer than four months from the date of execution of this agreement.
H. A 10’ wide asphalt trail shall be constructed as depicted on the Trail Plan attached hereto as Exhibit “D”.
I. All street identification signs shall comply with the Manual on Uniform Traffic Control Devices, and shall
be approved, in writing, by the Traffic Engineer of the City of Omaha prior to installation.
J. The Subdivider agrees to grade the subdivision so that the elevation at the property line adjacent to 72nd
Street shall meet the proposed grade established by the Douglas County Engineer for a three-lane section
road. Sections shall be submitted to the Douglas County Engineer and elevations certified by Thompson
Dreessen & Dorner, Inc. prior to recording the final plat. If the grading has not been completed by the time
the Subdivider wishes to record the plat, the Subdivider may submit a certified check or other suitable
financial guarantee to the City to ensure the completion of the grading within a suitable amount of time.
K. Post-construction stormwater management features and related appurtenances shall be constructed in right-
of-way and outlots, per plat (Exhibit “A”). The plans and specifications for said stormwater management
improvements shall be submitted to and must be accepted by the City prior to starting construction of said
improvements. Said improvements shall be located as shown on the post-construction stormwater
management plans to be prepared by Thompson Dreessen & Dorner, Inc., copies of which are attached
hereto as Exhibit “F” and are subject to the approval of the City. The City has assigned a project number of
OMA-20230410-6894-P to these plans.
L. Post-construction stormwater maintenance agreement shall be submitted to and reviewed by the City prior
to the commencement of construction of said improvements, and shall comply with the requirements
attached hereto as Exhibit “G”. The maintenance agreement shall delineate the responsibilities of the
Association and shall be subject to the approval of the City. The maintenance agreement must include
language to control when post-construction stormwater features are constructed, and differentiate between
the requirements of construction site stormwater runoff controls and post-construction controls. The post-
construction stormwater features shall not be installed until such time as they will not be negatively
impacted by construction site runoff. Maintenance actions identified as private, to be performed by the
association, property owner, or other private entity shall run with the land and become the responsibility of
any successors, assigns or future owners, as appropriate.
SECTION II
The parties agree that the entire cost of all public improvements paid for privately by the Subdivider and set out in
Section I herein shall be defrayed as follows:
Rev. 1/1/2023 3
A. One hundred percent (100%) of the entire cost of all street, trail, and street tree construction shall be paid
for privately by the Subdivider, as indicated in Exhibit “B” and “D”.
B. One hundred percent (100%) of the entire cost of all sanitary sewers, including manholes and other
appurtenances, shall be paid for privately by the Subdivider.
C. One hundred percent (100%) of the entire cost of water distribution system serving the area to be developed
shall be paid for privately by the Subdivider.
D. One hundred percent (100%) of the entire cost of monthly contract charges paid to the Omaha Public Power
District for furnishing lighting of public streets shall be paid for by the Subdivider, or the Association.
E. The entire cost of the installation of electrical power service and gas distribution system shall be paid for
privately by the Subdivider.
F. One hundred percent (100%) of the entire cost of all public and private street construction shall be paid for
privately by the Subdivider. Outlots B, C and G and the private streets constructed on those Outlots will be
owned and maintained by Subdivider or the Association and Subdivider will enter into and record a
Memorandum of Agreement against Lots 1-17 memorializing the Subdivider and the Association’s sole
responsibility for the construction, maintenance, repair, replacement and reconstruction of the private
streets.
G. The 10’ trail as depicted on the Trail Plan (attached hereto as Exhibit “D”) shall be maintained by the
Association. In the event that Outlot A is subdivided in the future for development, the Association shall, at
its sole expense, reconstruct the segments of the trail which are removed or otherwise impacted by the
future development (the "Reconstructed Trail"). The Reconstructed Trail shall be located in Outlot C, or in
close enough proximity to Outlot C to be reasonably accessible from Lots 9 through 17 (inclusive). The
Reconstructed Trail shall be subject to review and approval by the City, including all necessary permits.
H. The Sediment and Erosion Control Plan to be submitted the City of Omaha for compliance with NPDES
regulations is attached hereto and incorporated herein as Exhibit “E”. The City of Omaha must approve
said plan prior to City Engineer’s second signature on the final plat. The initial construction cost of grading
and piping for temporary sediment and erosion control facilities shall be paid for privately by the
Subdivider. Removal of said sediment and erosion control measures shall be the responsibility of the
Subdivider. All silt basins are to remain in place until seventy-five percent (75%) of the drainage sub-basin
serviced by these erosion control measures are fully developed, and with the written permission of the City
Public Works Department authorizing their removal. Sediment removal shall be paid for privately by the
Subdivider.
I. Park fees shall be paid as follows:
1. Trails / Boulevard Fee. There will be no platting fees for trails and boulevards. A Trail and
Boulevard Fee will be assessed at the time of building permit.
2. Community Parks. Approximately fifty percent (50%) of the Community Park (CP) Fee will be
paid by the Subdivider at the time of final platting. This portion of the CP Fee is calculated on a
per-acre basis as follows:
Lots 1-17, Residential,
71.239 Acres @ $400.00 per acre $28,495.60
None, Commercial or Industrial,
0 Acres @ $750.00 per acre $0.00
Rev. 1/1/2023 4
TOTAL: $28,495.60
The remaining portion of the CP Fee will be assessed at the time of building permits on a per-lot
basis.
3. Neighborhood Park Fee. There will be no Neighborhood Park Fee for this subdivision. The
Subdivider and Association acknowledge that in the event that Outlot A is subdivided in the future
for development, the subdividing party or parties of the future subdivision shall be required to
provide for an approximately 10 acre public park, identified as Park P8 in the 2016 Suburban Park
Master Plan in accordance with the then current policies of the City.
J. One hundred percent (100%) of the entire cost of all post-construction stormwater management features,
and related appurtenances, shall be paid for privately by the Subdivider, provided,
1. The Subdivider or Association shall own and maintain these properties in accordance with the
maintenance agreement contained herein. All necessary easements to the Association and the
Subdivider shall be granted at the time of platting. Post-construction stormwater management
maintenance identified as the responsibility of the Association shall be performed and funded by
the Association.
2. Routine mowing, landscaping, screening or other amenities that do not contribute to water quality
shall be paid for by the Subdivider or Association and maintained by the Association.
SECTION III
A. Subdivider covenants and agrees that the Subdivider will abide by and incorporate into all of its
construction contracts the provisions required by the regulations of the City pertaining to construction of
public improvements in subdivisions and testing procedures therefore.
B. All parties covenant and agree that nothing in this Agreement shall be construed so as to oblige the City to
annex the area to be developed or any part thereof.
C. The Subdivider shall not sue nor fund any lawsuit to prevent any annexation of property within the
subdivision by the City.
D. Post-construction stormwater management maintenance identified as the responsibility of the Association
shall continue to be performed and funded by the Association after annexation by the City.
SECTION IV
In the performance of this Agreement, the Subdivider shall not discriminate against any parties on account of race,
color, creed, political or religious affiliation, sex, marital status, sexual orientation, gender identity, national origin,
age, or disability in violation of federal or state laws or local ordinances.
SECTION V
A. Currently, the City sewer is not available to serve the area to be developed. At such time in the future when
City sewer is available to serve the area to be developed, and subject to the conditions and provisions
hereinafter specified, the City hereby grants permission to the Subdivider to connect its sewer system to the
sewer system of the City for a period not to exceed ten (10) years, in such manner and at such place or
places designated on plans submitted by the Subdivider and approved by the City.
B. Upon the completion of any sanitary outfall sewer, if any, built by the Subdivider, the City shall be granted
and they shall accept control and operation of the facility. The Subdivider shall convey by proper legal
Rev. 1/1/2023 5
instrument all its rights, easements, title, and interest in such Sanitary Outfall Sewer to the City. The form
of acquisition shall be upon approved City forms.
C. Without prior written approval by the City, the Subdivider shall not permit any sewer lines outside the
presently described boundaries to be connected to: The sewer or sewer lines of the subdivision, any sewer
from the subdivision's boundaries to the sewers of the City, any outfall sewer of the City, or any sewage
treatment plant of the City. The City shall have exclusive control over connections to its sewers whether
inside or outside the subdivision. The Subdivider shall not collect charges for such connections.
D. At all times, all sewage from and through said subdivision into the City sewer system shall be in conformity
with the ordinances, regulations, and conditions applicable to sewers and sewage within the City as now
existing and as from time to time may be amended.
E. Before any connection from any premises to the sewer system of the subdivision may be made, a permit
shall be obtained for said premises and its connection from the proper department of the City, which permit
shall be obtainable on the same terms, conditions, and requirements of the City and for the same permit fee
of the City applicable from time to time to permit property outside the City to connect to the sewer system
of the City; it being expressly understood that the City reserves the right to collect all connection charges
and fees as required by City ordinances or rules now or hereafter in force; all such connections shall comply
with minimum standards prescribed by the City.
F. Notwithstanding any other provisions of this Agreement, City retains the right to disconnect the sewer of
any industry, or other sewer user within the area to be developed, which is discharging into the sewer
system in violation of any applicable ordinance, statute, rule or regulation.
G. The Subdivider warrants that it has not employed or retained any company or person, other than a bona fide
employee working for the Subdivider, to solicit or secure this Agreement, and that it has not paid or agreed
to pay any company or person, other than a bona fide employee working for the Subdivider, any fee,
commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from
the award or making of this Agreement. For breach or violation of this warranty, the City shall have the
right to annul this Agreement without liability. The Subdivider shall require the same warranty from each
contractor with whom it contracts in any way pertaining to its sewage system. The prohibition provided for
herein shall not apply to the retention of an attorney or other agent for the purpose of negotiating the
provisions of this Agreement where the existence of such agency has been disclosed to the City.
H. The Subdivider expressly agrees that they are and shall be:
1. Bound by and to any provisions of any ordinances, rules and regulations hereafter made and
adopted by the City of Omaha applicable to subdivisions whose sewers connect directly or
indirectly with or into sewers or sewage systems of the City of Omaha; and,
2. Bound by any terms and provisions which by ordinance, resolution or rule of the City of Omaha
shall hereafter adopt or provide as being applicable to or required in contracts with subdivisions or
in order to permit or continue the discharge of any sewage from a subdivision to flow into or
through any part of the sewer or sewage system of the City of Omaha.
SECTION VI
A. The owner of each lot shall make payment to the City of Omaha for the construction of interceptor sewers.
This fee is computed as follows for the lots shown on the plats (Exhibit “A”). Payment shall be made to the
City Permits and Inspections Division prior to receiving a building permit to construct improvements on any
lot. Payment shall be based on the then-current fee on the date of the building permit application, as
adopted by the Omaha City Council. The Subdivider agrees to pay the Interceptor Sewer Fees at the time
each lot connects to the future City sewer. For example, for 2023, the fee would be as follows:
Rev. 1/1/2023 6
Lots 1-17, Single Family or Duplex Residential,
17 Units; 6,000 Estimated Average Total Square Feet per Unit;
@ 47.7 cents per Total Sq. Ft. $48,654.00
None, Multi Family Residential,
0 Units @ $1,610.00 $0.00
None, MU,
0 Acres @ $11,208.00 $0.00
TOTAL: $48,654.00
B. In the event the Subdivider shall plat additional lots which will be in the subdivision which he wishes to
connect to the Omaha sewer system, this Agreement shall be amended by the parties to provide payment of
the current fee for the additional lots before any sewer permits are issued by the City.
C. The Subdivider and the City agree that payment made under Section VI-A of this Agreement shall
constitute a Special Sewer Connection Fee for the area described in Section VI-A and shall be collected by
the City as a Special Sewer Connection Fee as follows:
1. The real estate shall be charged the special sewer fee amount as set forth in Section VI-A for each
lot or parcel.
2. The Special Sewer Connection fee shall be collected by the City from the owner of each lot or
parcel of real estate in the amount as shown in Section VI-A prior to the time any such lot or parcel
is built upon and before the building sewer is connected to the sanitary system of the subdivision.
3. In the event of annexation by the City, the Special Sewer Connection Fee shall continue to remain
as a charge against each lot which has not previously paid said Special Sewer Connection Fee.
The Special Sewer Connection Fee shall be collected and retained by the City from each such lot
owner before the building sewer is connected to the sanitary system.
D. The City may collect, within the area to be developed, the City's sewer connection and permit fees, as
provided by existing City ordinances and its sewer use and connection fees as now or hereafter existing.
Such fees shall be in addition to the payments provided for in Section VI-A herein.
E. No sewer permit will be issued by the City for any construction on any lot in the area described in Section
VI-A until payment to the City of the Special Sewer Connection Fee for that particular lot as called for in
Section VI-A.
F. The owner of each lot shall make payment to the City of Omaha for Watershed Management Fees. This fee
is computed as follows for the lots shown on the plats (Exhibit “A”). Payment shall be made to the City
Permits and Inspections Division prior to receiving a building permit to construct improvements on any lot.
Payment shall be based on the then-current fee on the date of the building permit application, as adopted by
the Omaha City Council. For example, for FY2024, the fee would be as follows:
None, Commercial/Industrial/Mixed Use/Institutional,
0 Acres @ $5,345.00 $0.00
Lots 1-17, Single Family or Duplex Residential,
17 Units @ $1,027.00 $17,459.00
None, Multi Family Residential,
0 Acres @ $4,410.00 $0.00
Rev. 1/1/2023 7
TOTAL: $17,459.00
G. In the event the Subdivider shall plat additional lots which will be in the subdivision, this Agreement shall
be amended by the parties to provide payment of the current fee for the additional lots before any building
permits are issued by the City.
H. The Subdivider and the City agree that payment made under Section VI-F of this Agreement shall constitute
a Watershed Management Fee for the area described in Section VI-F and shall be collected by the City as a
Watershed Management Fee as follows:
1. The real estate shall be charged the Watershed Management Fee amount as set forth in Section VI-
F for each lot or parcel.
2. The Watershed Management Fee shall be collected by the City from the owner of each lot or
parcel of real estate in the amount as shown in Section VI-F prior to the time any such lot or parcel
is built upon.
3. In the event of annexation by the City, the Watershed Management Fee shall continue to remain as
a charge against each lot which has not previously paid said Watershed Management Fee. The
Watershed Management Fee shall be collected and retained by the City from each such lot owner
before the building permit is issued.
SECTION VII
A. Installation of entrance signs or related fixtures and any median landscaping and related fixtures shall be
paid for by the Subdivider. Plans for such proposed improvements that are to be located in public right-of-
way and a proposed maintenance agreement for the improvements must be submitted to the City for review
and approval prior to the installation of improvements.
B. Outlots A, F, and H shall be used and maintained for open spaces and will be owned and maintained by the
Subdivider. In the event of the future development of Outlots A, F, and/or Outlot H (the “Future
Development Parcels”), it is agreed that the Future Development Parcels, together with Outlots B and G,
will be developed at a density of at least four (4) residential units per acre (the “Development Density
Requirement”). The Development Density Requirement will be memorialized in a Memorandum of
Agreement to be executed by Subdivider and recorded against the Future Development Parcels and Outlots
B and G.
C. Outlots B, C and G shall be used for the private drive servicing Lots 1 – 17 and will be owned and
maintained by the Association. Outlots D, E and I shall be used for open spaces and will be owned and
maintained by the Association. Outlot J shall be maintained as a lake and shall be owned and maintained by
the Association. The parties agree that docks, boatlifts and boat houses/sheds may be constructed within
Outlot J and with approval by the zoning board of appeals (ZBA Waiver), the Subdivider or Association
may construct stable facilities on Outlot A consistent with the ZBA Waiver. In connection with any future
subdivision of the Future Development Parcels, the owner of Outlots B and G shall be required, without any
future consideration or payment, to either convey to the owner of the Future Development Parcels for street
dedication pursuant to the proposed plat, or to otherwise dedicate Outlots B and G for public streets. Such
obligation of the owner of Outlots B and G shall be memorialized in a Memorandum of Agreement to be
executed by Subdivider and recorded against the Future Development Parcels and Outlots B and G.
D. All maintenance of the public streets to be constructed as identified on Exhibit “B”, including snow
removal, repair, and upkeep, shall be performed by the Association or Douglas County until the City
annexes the area to be developed, at which time all maintenance shall be performed by the City. Prior to the
recording of the final plat, the Subdivider shall enter into a separate maintenance agreement with Douglas
County to cover these maintenance responsibilities.
Rev. 1/1/2023 8
E. No separate administrative entity nor joint venture, among the parties, is deemed created by virtue of the
Subdivision Agreement.
F. The administration of this Subdivision Agreement shall be through the offices of the undersigned officers
for their respective entities.
G. This Subdivision Agreement shall be binding upon the parties, their respective successors and assigns and
runs with the land shown on Exhibit “A”.
H. The violation or breach of this Agreement may be remedied by an action for specific performance, or other
available legal or equitable remedies. Any statute of limitations applicable to an obligation under this
Agreement shall be tolled until the obligee party provides to the obligor party a written demand for
performance of the obligation by a certain deadline.
Space below intentionally left blank – Signature Page to follow
SUBDIVISION AGREEMENT EXHIBIT
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING & STORM SEWER
EXHIBIT C SANITARY SEWER
EXHIBIT D TRAIL PLAN
EXHIBIT E SEDIMENT & EROSION CONTROL PLAN
EXHIBIT F POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
EXHIBIT G POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
LOT 17
(2.415 ACRES)LOT 16
(1.906
ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
O U T L O T J
(91.327 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
O U T L O T J
(91.327 ACRES)
M A T C H L I N EM A T C H L I N E
OUTLOT C
LOT 4
LOT 3
OUTLOT C OUTLOT E
LOT 9
O
U
T
L
O
T
C
OUTLOT C
OUTLOT E
OUTLOT E
LOT 8
LOT 6
OUTLOT I
LOT 5
OU
T
L
O
T
C
OU
T
L
O
T
H
LOT 11O U T
L
O
T
J
LOT 10
Sheet Title
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 f.402.330.5866
td2co.com
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CITY OF OMAHA
FINAL PLAT
Revision Dates
No.Description MM-DD-YY
Job No.: B1523-125B
Drawn By: RJR
Reviewed By: MJS
Date: JUNE 8, 2023
Grid Book: 125
Page: 1-3
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0'100'200'
SURVEYOR'S CERTIFICATE
ACKNOWLEDGEMENT OF NOTARY
BEING A PLATTING OF PART OF THE NW 1/4, PART OF THE NE 1/4, PART OF THE SE 1/4 AND PART OF THE SW 1/4,
ALL IN SECTION 11, T16N, R12E OF THE 6th P.M, DOUGLAS COUNTY, NEBRASKA
LOTS 1 THROUGH 17 AND OUTLOTS A THROUGH J
LAKESIDE FARMS
DEDICATION
ACKNOWLEDGEMENT OF NOTARY
COUNTY TREASURER'S CERTIFICATE
APPROVAL OF CITY ENGINEER
APPROVAL OF CITY OF OMAHA PLANNING BOARD
APPROVAL OF OMAHA CITY COUNCIL
REVIEW BY THE DOUGLAS COUNTY ENGINEER
SHEET 1 OF 3
N E B R ASK
A
LS-565
ROYEVRUS D
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EXHIBIT A
LOT 17
(2.415 ACRES)LOT 16
(1.906
ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387
ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLOT
G
(1.344 AC
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
O U T L O T A
(136.147 ACRES)
O
U
T
L
O
T
G
OUT
L
O
T
B
OUT
L
O
T
A
O U T L O T F
LOT 17
LOT 16
O U
T
L
O
T
A
OUTL
O
T
C
LOT 4
L
O
T
5
OU
T
L
O
T
I
OU
T
L
O
T
C
OUTLOT C
(8.992 ACRE
S
)
M A T C H L I N EM A T C H L I N E
O U T L O T J
(91.327 ACRES)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.147 ACRES)
O U T L O T A
(136.147 ACRES)
O U T L O T A
(136.147 ACRES)
LOT 11O U T
L
O
T
J
LOT 10
L
O
T
5
O
U
T
L
O
T
I
LOT 5
H
(0.288
ACRES)
O U
T
L
O
T
A
Sheet Title
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 f.402.330.5866
td2co.com
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CITY OF OMAHA
FINAL PLAT
Revision Dates
No.Description MM-DD-YY
Job No.: B1523-125B
Drawn By: RJR
Reviewed By: MJS
Date: JUNE 8, 2023
Grid Book: 125
Page: 1-3
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0'100'200'
SHEET 2 OF 3
REVIEW BY THE DOUGLAS COUNTY ENGINEER
EXHIBIT A
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
O U T L O T H
(19.703 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLOT
G
(1.344 AC
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OUTLOT C
(8.992 ACRE
S
)
LOT 7
(2.172 ACRES)
O
U
T
L
O
T
A
(1
3
6
.
1
8
5
A
C
R
E
S
)
O U T L O T A
(136.185 ACRES)
O U T L O T H
(19.703 ACRES)
O
U
T
L
O
T
H
(
1
9
.
7
0
3
A
C
R
E
S
)
O U T L O T I
(3.387 ACRES)
(95.461 ACRES)
(4.429 ACRES)
O U T L O T A
(136.187 ACRES)
7
2
n
d
S
T
R
E
E
T
7
2
n
d
S
T
R
E
E
T
Sheet Title
Sheet Number
thompson, dreessen & dorn er, inc.
10836 Old Mill Rd
Omaha, NE 68154
p.402.330.8860 f.402.330.5866
td2co.com
L
A
K
E
S
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E
F
A
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LO
T
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T
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7
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CITY OF OMAHA
FINAL PLAT
Revision Dates
No.Description MM-DD-YY
Job No.: A1523-125A
Drawn By: RJR
Reviewed By: MJS
Date: JUNE 8, 2023
Grid Book: 125
Page: 1-3
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0'50'100'
SHEET 3 OF 3
REVIEW BY THE DOUGLAS COUNTY ENGINEER
EXHIBIT A
G
G
U
18"
24"
24"
1
8
"
24
"
10.2'x3.3'BOX CULVERT
I.E.=1188.65
(SILTED IN, IE
TAKEN AT FLOWLINE)
24"
42"
42"
18
"
18"
24"
N89°47'51"E 698.76'
LOT 17
(2.415 ACRES)
LOT 16
(1.906 ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLO
T
G
(1.344 A
C
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
OUTLOT C
(8.992 ACR
E
S
)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.185 ACRES)
Paving and Storm
Sewer
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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 09/08/23
MEM DEK
Exhibit B
0'100'200'
N
7
8
T
H
S
T
.
25'
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
BRI
D
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
'
40'
40'
9
5
'
95'
R
3
7
.
5
'
R37.5'
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
R
3
7
.
5
'
PROPOSED TRAIL
11' X 6' BOX CULVERT EXTENSION
PROPOSED STREET LIGHT LOCATION
G
G
U
10.2'x3.3'BOX CULVERT
I.E.=1188.65
(SILTED IN, IE
TAKEN AT FLOWLINE)
N89°47'51"E 698.76'
LOT 17
(2.415 ACRES)
LOT 16
(1.906 ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLO
T
G
(1.344 A
C
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
OUTLOT C
(8.992 ACR
E
S
)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.185 ACRES)
Sanitary Sewer
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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 09/08/23
MEM DEK
Exhibit C
0'100'200'
N
7
8
T
H
S
T
.
25'
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
BRI
D
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
'
40'
40'
9
5
'
95'
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
PROPOSED SANITARY SEWER EASEMENT
PROPOSED SANITARY SEWER EASEMENT
G
G
U
10.2'x3.3'BOX CULVERT
I.E.=1188.65
(SILTED IN, IE
TAKEN AT FLOWLINE)
0+
0
0
1+
0
0
2
+
0
0
2+4
3
.
4
4
C
1
N89°47'51"E 698.76'
LOT 17
(2.415 ACRES)
LOT 16
(1.906 ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLO
T
G
(1.344 A
C
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
OUTLOT C
(8.992 ACR
E
S
)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.185 ACRES)
Trail Plan
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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 09/08/23
MEM DEK
Exhibit D
0'100'200'
N
7
8
T
H
S
T
.
25'
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
BRI
D
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
'
40'
40'
9
5
'
95'
R
3
7
.
5
'
R37.5'
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
R
3
7
.
5
'
PROPOSED TRAIL
G
G
U
10.2'x3.3'BOX CULVERT
I.E.=1188.65
(SILTED IN, IE
TAKEN AT FLOWLINE)
N89°47'51"E 698.76'
LOT 17
(2.415 ACRES)
LOT 16
(1.906 ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLO
T
G
(1.344 A
C
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
OUTLOT C
(8.992 ACR
E
S
)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.185 ACRES)
Sediment and
Erosion Control
Plan
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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 09/08/23
MEM DEK
Exhibit E
0'100'200'
N
7
8
T
H
S
T
.
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
BRI
D
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
30'
80
'
40'
40'
9
5
'
95'
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
G
G
U
18"
24"
24"
1
8
"
24
"
10.2'x3.3'BOX CULVERT
I.E.=1188.65
(SILTED IN, IE
TAKEN AT FLOWLINE)
24"
42"
42"
18
"
18"
24"
N89°47'51"E 698.76'
LOT 17
(2.415 ACRES)
LOT 16
(1.906 ACRES)
LOT 15
(1.997 ACRES)
LOT 14
(2.355 ACRES)
LOT 13
(2.156 ACRES)
LOT 12
(2.067 ACRES)
OUTLOT D
(2.324 ACRES)
LOT 11
(2.709 ACRES)
LOT 10
(2.327 ACRES)
LOT 9
(2.585 ACRES)
OUTLOT E
(5.346 ACRES)
LOT 8
(2.352 ACRES)
LOT 6
(3.030 ACRES)
LOT 5
(6.685 ACRES)
OUTLOT I
(3.387 ACRES)
LOT 4
(6.695 ACRES)
LOT 3
(7.380 ACRES)
LOT 2
(8.699 ACRES)
LOT 1
(4.429 ACRES)
O U T L O T H
(19.703 ACRES)
O U T L O T J
(91.327 ACRES)
O U T L O T F
(0.911 ACRES)
OUTLO
T
G
(1.344 A
C
R
E
S
)
O
U
T
L
O
T
B
(3
.
0
5
1
A
C
R
E
S
)
OUTLOT C
(8.992 ACRES)
OU
T
L
O
T
C
(8
.
9
9
2
A
C
R
E
S
)
OUTLOT C
(8.992 ACR
E
S
)
LOT 7
(2.172 ACRES)
O U T L O T A
(136.185 ACRES)
Post-Construction
Stormwater
Management Plan
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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 09/08/23
MEM DEK
0'100'200'
N
7
8
T
H
S
T
.
25'
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
BRI
D
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
Exhibit F
A4
A1
A3IMPACT POINT 2
IMPACT POINT 3
IMPACT POINT 4
IMPACT POINT 1
A2
EXHIBIT G
POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
1. Construction site stormwater runoff controls
This section should define the controls used to manage stormwater runoff during construction. It should also contain
information defining when the controls are installed, when they are taken out and how/when they are converted to a
permanent post-construction feature (if applicable)
2. Post-construction stormwater management features
Define the features to be used as permanent post-construction stormwater management controls.
3. Timing of installation of post-construction stormwater management features
Provide a schedule (either a timeline, or percentage of buildout) defining when the permanent post-construction
stormwater features will be installed. They should not be installed at such a time to treat or control construction site
runoff, or to become impaired by construction site runoff. Some features may not be built until developments are
significantly built out.
4. Maintenance responsibilities of the Subdivider
Define what the maintenance requirements of the post-construction stormwater management features are to provide
the required treatment. Maintenance responsibilities of the Subdivider will be limited to activities that preserve the
ability of the feature to retain, detain, convey or treat stormwater runoff, as designed.
5. Maintenance responsibilities of the Association
Define what maintenance activities will be the responsibility of the Association (or other private entity). These
include routine mowing, landscaping, vegetation removal or control, private amenities and other features not
specifically necessary to retain, detain, convey or treat stormwater runoff. Maintenance of adjacent sidewalks will
also be the responsibility of the Association.
6. Transfer of Maintenance Responsibilities
This maintenance Agreement shall be binding upon the parties, their respective successors and assigns and runs with
the land shown on Exhibit “A”.