RES 2022-0574 - Daybreak - Subdivision Agreement (Lots 1-117 and Outlots A-C)
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SECTION I
Subdivider and District shall construct and install all items stated in this Section, and perform all other duties listed in
this section. Subdivider and District shall, contemporaneously with the filing of the final plat, present to the City
Clerk for the benefit of the City binding contracts in full force and effect calling for the timely and orderly installation
of the following public improvements, according to the terms of those contracts. Subdivider and District shall also
provide and deliver to the City written confirmation of a binding agreement between the District and its fiscal agent
calling for the placement of the warrants or bonds of the District for the installation of the improvements set forth in
this section:
A. Concrete paving of all streets dedicated, per the plat (Exhibit "A"), all of said paving to be twenty-five (25)
feet in width, except for those streets with a width greater than twenty-five (25) feet, which streets shall be
extra-width paving, if any (approved by the Public Works Department), as shown on paving plans prepared
by E&A Consulting Group, Inc., copies of which are attached hereto as Exhibit "B".
B. All sanitary sewer mains, manholes and related appurtenances constructed in dedicated street rights-of-way
and easements, per plat (Exhibit "A"), same to be located as shown on sanitary sewer layouts prepared by
E&A Consulting Group, Inc., copies of which are attached hereto as Exhibit "B".
C. 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
E&A Consulting Group, Inc., copies of which are attached hereto as Exhibit “C”.
D. 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 to the City
as soon as available, but in no event longer than four months from the date of execution of this agreement.
E. Street lighting for public streets dedicated per plat (Exhibit "A") to be installed by the Omaha Public Power
District. A contract with OPPD will be provided to the City as soon as available, but in no event longer than
four months from the date of execution of this agreement.
F. 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 to the City as soon as available, but in no
event longer than four months from the date of execution of this agreement.
G. Sidewalks and street trees along both sides of all public streets within the area to be developed shall be
constructed by the Subdivider or District in conformance with Section 53-9 (9) according to the following
schedule:
1. Curb ramps shall be constructed per City standards at all public street intersections. Construction
of these ramps shall occur concurrently as part of one contract, but shall not take place until after all
conflicting utilities have been installed, and in all events shall be constructed within two (2) years
of the recording of the subdivision plat. The cost for these ramps may be a general obligation
expense.
2. Sidewalks shall be constructed along all street frontages for all outlots as part of the street paving
project. The cost for these sidewalks shall be specially assessed or paid for privately, except for
sidewalks fronting outlots to be owned by the District, the cost for which may be a general obligation
expense.
3. Sidewalks and street trees shall be constructed immediately abutting vacant lots as soon as the lots
comprising sixty-five percent (65%) of the abutting footage on such side have been built upon.
4. Sidewalks and street trees shall be constructed immediately abutting built-upon lots as soon as
weather permits.
5. In any event, all sidewalks and street trees shall be constructed upon any public streets adjacent to
the plat within three (3) years of the recording of the subdivision plat.
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6. Sidewalks shall be constructed by the District along the subdivision’s 192nd \ Street and Fort Street
frontage.
H. The Subdivider agrees to grade the subdivision so that the elevation at the property line adjacent to 192nd
Street and Fort Street shall meet the proposed grade established by the Douglas County Engineer for a five-
lane section road. Sections shall be submitted to the Douglas County Engineer and elevations certified by
Lamp Rynearson 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.
I. 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 E&A Consulting Group, Inc., copies of which are attached hereto as
Exhibit “H” and are subject to the approval of the City. The City has assigned a project number of OMA-
20210615-5950-P to these plans.
J. 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 “I”. The maintenance agreement shall delineate the responsibilities of the District and 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.
K. 192nd Street and Fort Streets at the property frontage shall be improved as shown on Exhibit B. District is
authorized to enter into an interlocal agreement with adjacent SID’s and Douglas County for sharing of costs
of these improvements. An executed copy of this agreement shall be provided to the City prior to recording
the final plat. The City shall make a good faith effort to, if and to the extent legally permissible, practical
and appropriate, in the City’s sole discretion, include as a condition of subdivision approval of the adjacent
property a requirement for the subdivider of the adjacent property or other responsible party to the subdivision
agreement for the adjacent property to fund its prorata share of such improvements to 192nd Street and Fort
Streets.
SECTION II
The parties agree that the entire cost of all public improvements paid for by the District and set out in Section I herein
shall be defrayed as follows:
A. One hundred percent (100%) of the entire cost of all street, sidewalk and street tree construction shall be paid
by special assessment against the property benefited within the area to be developed, except for street
intersections and certain extra-width and major street paving, either of which may be a general obligation, as
indicated in Exhibit "B".
B. One hundred percent (100%) of the entire cost of all sanitary sewers, including manholes and other
appurtenances, shall be paid by special assessment against property benefited within the area to be developed,
provided,
1. Connection charges paid to other sanitary and improvement districts shall be specially assessed to
the extent of special benefit to properties in the District, and the remainder may be general obligation
of the District.
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2. The District's total cost of any outfall sanitary sewer line to be constructed by the District, within
the boundaries of the District, shall be specially assessed except that portion of the sanitary outfall
sewer which the pipe size is greater than 8" diameter may be a general obligation.
3. The total cost of any outfall sanitary sewer serving the entire District constructed outside the District
boundary by the District may be a general obligation of the District.
4. The total cost of any easement acquisition for outfall sanitary sewers serving the entire District
constructed outside the District boundary by the District may be a general obligation of the District,
as indicated in Exhibit “B”.
5. The cost of storm sewers and appurtenances may be a general obligation of the District.
C. One hundred percent (100%) of the entire cost of water distribution system serving the area to be developed
shall be specially assessed against the property benefited within the area to be developed. One hundred
percent (100%) of the entire cost of water and gas approach mains may be a general obligation of the District.
All refunds from MUD shall be credited to the Bond Construction Account of the District.
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 from the operating fund of the District.
E. The entire cost of the installation of electrical power service and gas distribution system shall be specially
assessed against the property within the area to be so developed. The refunded charge from the Omaha Public
Power District and MUD shall be credited in accordance with law, and if so credited to the District, it shall
be credited to the Bond Construction Account of the District.
F. Any payments to other sanitary and improvement districts, sanitary districts or municipalities for any fees or
charges will not be a general obligation of the District, except as otherwise provided in this agreement.
G. No funds of the District are to be used for the installation or maintenance of telephone equipment.
H. One hundred percent (100%) of the entire cost of concrete sidewalks along major streets may be a general
obligation of the District except that portion adjacent to non-single family or duplex residential lots which
shall be specially assessed or paid for privately.
I. Street identification signs may be a general obligation, provided the signs are in compliance with the Manual
on Uniform Traffic Control Devices. All signs shall be approved, in writing, by the Traffic Engineer of the
City of Omaha prior to installation.
J. 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 may be a general obligation of the District. 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 as follows:
1. During the initial construction of public streets and sewers, the District may pay for the removal as
a general obligation of the District; a separate bid item shall be included in the public improvements
contract for this work.
2. For all subsequent sediment removal, the District shall pay for the work from its operating fund.
3. Basin closure or removal may be a general obligation of the District.
K. Park fees shall be paid as follows:
1. Neighborhood Park Fee. Neighborhood Park Fees are determined on a case-by-case basis. The
City Parks Department shall review the inter-local agreements entered into by contributing Districts
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for the costs of land acquisition and construction of the neighborhood parks. The Neighborhood
Park Fee may be a general obligation of the District. The Neighborhood Park contribution shall be
designated for Park 33a of the Suburban Park Master Plan.
2. Trails / Boulevard Fee. There will be no District platting fees for trails and boulevards. A Trail and
Boulevard Fee will be assessed at the time of building permit.
3. Community Parks. Approximately fifty percent (50%) of the Community Park (CP) Fee will be
paid by the District at the time of final platting and will qualify to be a general obligation of the
District. This portion of the CP Fee is calculated on a per-acre basis as follows:
Lots 1-117 and Outlots A-C, Residential,
40.475 Acres @ $400.00 per acre $16,190.00
TOTAL: $16,190.00
The remaining portion of the CP Fee will be assessed at the time of building permits on a per-lot
basis.
L. It is mutually agreed that the District shall pay one percent (1%) of the public construction costs, estimated
to be $23,298.00, to the City to facilitate the review and processing of developments to include engineering,
planning, legal and other miscellaneous expenses incurred by the City. The fee may be a general obligation
of the District. The fee shall be paid prior to the City Engineer’s second signature based on the estimated
costs shown on the Source and Use of Funds form, Exhibit “D”, attached, unless contracts exist for said
improvements. If contracts for improvements exist, the fee shall be based on actual contract amounts. Once
the projects have been completed and the costs certified by the District’s engineer, then the District shall pay
any additional monies which are due within thirty (30) days of the engineer’s cost certification. The District
may receive a refund from the City if the improvement costs, as certified by the District’s engineer are less
than shown on the Source and Use of Funds form. The District must request a refund from the City with the
engineers’ certified costs and letter submitted to the Public Works Department. Such refund shall be paid
within thirty (30) days. The fee shall be paid for all District contracts issued for public improvements.
M. One hundred percent (100%) of the entire cost of all post-construction stormwater management features, and
related appurtenances, may be a general obligation of the District, provided,
1. Land acquisition for the construction of permanent post-construction stormwater management
features may be a general obligation of the District. The District shall own and maintain these
properties in accordance with the maintenance agreement contained herein. All necessary
easements to the City and the District shall be granted at the time of platting. The District may
expend up to 20% soft costs to consummate the transaction.
2. Construction of post-construction stormwater management features or “BMPs” (Best Management
Practices) may be a general obligation of the District, provided they are in conformance with the
“Omaha Regional Stormwater Design Manual”, and are able to be publicly maintained.
3. Maintenance of post-construction stormwater management features may be paid from the operating
fund of the district provided the maintenance activities are required to maintain the water quality
benefits as designed. Routine mowing, landscaping, screening or other amenities that do not
contribute to water quality shall be paid for by the Subdivider and maintained by the Association.
4. Streets and sidewalks adjacent to land acquired by the District for post-construction stormwater
management features may be a general obligation of the District, and sanitary sewers adjacent to
land acquired by the District for post-construction stormwater management features shall be
specially assessed or paid for privately.
SECTION III
Credit or funds of the District may be used to pay for any public improvements specified in this Agreement, but not
for any other purpose. PROVIDED, HOWEVER, the District may issue warrants for the purpose of paying for repairs,
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maintenance and operating costs of the District, such warrants to be paid out of funds obtained by the District through
its general fund tax levy, or where allowed by law, may be paid from special assessments or fees or charges.
Maintenance, repair and reconstruction of a public improvement shall not be a general obligation of the District nor
shall construction warrants be issued therefor without the prior written approval of the City Engineer. Storm warning
sirens purchase or installation may be a general obligation. The District shall not acquire any interest in real property
without the prior approval of the City of Omaha.
The estimated general obligation, valuation, and debt ratio of the District is as shown on the attached Exhibit D and
summarized as follows:
Phase Subdivision General Obligation 95% Valuation Debt Ratio
1 Daybreak (117 Units) $2,132,539 $51,684,750 4.13%
2 Daybreak (76 Units) $2,229,783 $35,739,000 6.24%
3 Daybreak (107 Units) $2,186,560 $50,316,750 4.35%
TOTAL (300 Units) $6,548,882 $137,740,500 4.75%
The General Obligation of the District shall be incurred only for costs identified as General Obligation-eligible costs
in this Agreement, and any subsequent Subdivision Agreements which relate to subsequent phases, and shall not
exceed the District engineer’s estimate of probable cost as shown above and on Exhibit “D,” by more than 10%, except
either i) the City Engineer or their designee may administratively approve a corresponding increase in the General
Obligation of the District, or ii) by amendment of this Agreement and approval by the Omaha City Council. Any
General Obligation costs in excess of the approved amount shall be specially assessed or paid for privately. In no
event shall public improvements financed by General Obligation debt cause the total debt ratio to exceed the number
set forth above in the “Total” line.
SECTION IV
A. City covenants and agrees that should the City, by reason of its annexation of the District, or any area thereof,
prior to District's levy of special assessments for the improvements authorized in this Agreement thereby
succeed to said District's power to levy special assessments, that City will levy same in accordance with this
Agreement.
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 District shall not sue nor fund any lawsuit to prevent any annexation of property within the District by
the City except in the event the City annexes only a part of the District, the District does not waive its right
to contest a proper division of assets and liabilities.
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. Maintenance
responsibilities of the District shall become that of the City upon annexation.
SECTION V
Subdivider and District covenant and agree that the District created by the Subdivider will:
A. 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 therefor.
B. Except as may otherwise be agreed to by City, all of said District's levy of special assessments shall be made
in such a manner so as to assure that the entire burden of the levy is borne, on an equitable basis, by lots or
parcels which are truly building sites. If any lot, parcel or other area within the area to be developed is not a
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building site by reason of insufficient size or dimensions, or by reason of easements or similar burdens, or
for any other reason, then no portion of the total amount shall be levied against said unbuildable lot, parcel
or other area.
C. The District shall provide the following information to the City Engineer at least twenty (20) days prior to
the meeting of the Board of Trustees of the District held to propose the levy of special assessments:
1. A detailed schedule of the proposed special assessment and/or the amount of general obligation
costs of any improvement or acquisition.
2. A plat of the area to be assessed.
3. A full and detailed statement of the entire cost of each type of improvement, which statement or
statements shall separately show:
i. The amount paid to the contractor.
ii. A special itemization of all other costs of the project, including, but not limited to, all
engineering fees, attorneys' fees, testing expenses, publication costs, financing costs,
including, but not limited to, interest on all warrants to date of levy of special assessments,
estimated fiscal agent's warrant fees, bond fees and other items shown as “soft costs”.
iii. A special itemization of all costs of the District not itemized in (i) and (ii) above.
D. The District agrees that it will not unreasonably delay acceptance of an improvement and that District shall
levy special assessments within six (6) months after acceptance of the improvement. In addition to the above
notice requirement, the District shall also, twenty (20) days prior to the Board of Equalization hearing of the
District, give notice in writing to the City that the Board of Equalization will be convened on that date for
the consideration of the levying of special assessments and equalization and apportionment of debt.
SECTION VI
A. The District agrees to annually levy a total combined ad valorem property tax of at least 88 cents per $100
taxable valuation until all construction fund debt is converted to bonds, and in no event shall the District’s
total levy, excluding ASIP described below, be less than the total City of Omaha levy.
B. As the total levy (Bond and General) necessary to support the other debt and obligations of the SID for all
projects (including deferred Community Park Fees) decreases below 88 cents per $100 of taxable valuation,
the District shall collect the difference (not to exceed 5 cents per $100 of taxable valuation) between the new
rate and the original 88 cents. All such tax proceeds shall be paid to the City upon collection and credited to
the Arterial Street Improvement Program (ASIP) fund.
C. After written notice from the City to the District of the City’s intention to annex territory of the District, the
District shall not spend assets for a period of ninety (90) days after receiving such notice, except as provided
in Neb. Rev. Stat. §31-794, as amended. Any contract in violation of such statute or this section shall be
voidable by the City after the annexation becomes effective. Notwithstanding anything to the contrary herein,
nothing in this paragraph shall be deemed to restrict the District from complying with statutory budgeting
requirements or from approving contracts that are in the reasonable judgment of the Board of Trustees
necessary to address an emergency situation within the District or to comply with their statutory obligations
as Trustees.
SECTION VII
In the performance of this Agreement, the District 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.
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SECTION VIII
A. Subject to the conditions and provisions hereinafter specified, the City hereby grants permission to the
District 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 District and approved by
the City.
B. Upon the completion of any sanitary outfall sewer, if any, built by the District, the City shall be granted and
they shall accept control and operation of the facility. The District shall convey by proper legal 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 District shall not permit any sewer lines outside the presently
described boundaries to be connected to: The sewer or sewer lines of the District, any sewer from the
District'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 District's boundaries. The District shall not collect charges for such connections.
D. At all times, all sewage from and through said District 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 District 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 District warrants that it has not employed or retained any company or person, other than a bona fide
employee working for the District, 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 District, 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 District 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. Subletting, assignment or transfer of all or part of any interest of the District hereunder is prohibited without
prior written approval of the City of Omaha.
I. The District expressly agrees that it is 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 sanitary and improvement districts 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 sanitary and
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improvement districts or in order to permit or continue the discharge of any sewage from a sanitary
and improvement district to flow into or through any part of the sewer or sewage system of the City
of Omaha.
J. The District agrees to collect an "equivalent front footage charge" where the property with which sewer
connection is sought to be made is not within the bounds of a regular sanitary sewer district or private sewer
district or where such property has not been assessed or has not paid for the construction of the sewer to
which connection is sought to be made, then in such case the Chief Plumbing Inspector of the Permits and
Inspections Division shall not issue a permit for such sewer connection until the property owner shall have
paid to the improvement district an equivalent front footage charge for the number of front feet of the entire
property with which such connection is sought to be made. The equivalent front footage charge shall be the
current charge in conformance with the requirements of the Omaha Municipal Code. The front footage
charge collected shall be used to defray the general obligation of the sanitary and improvement district.
SECTION IX
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. For example, for 2021, the fee would be as follows:
Lots 1 - 117, Single Family or Duplex Residential,
117 Units @ $1,364.00 $159,588.00
TOTAL: $159,588.00
B. In the event the Subdivider shall plat additional lots which will be in the District 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 District and the City agree that payment made under Section IX-A of this Agreement shall constitute a
Special Sewer Connection Fee for the area described in Section IX-A and shall be collected by the City as a
Special Sewer Connection Fee or shall be levied as a Special Assessment against the real estate described in
Section IX-A as follows:
1. The real estate shall be charged the special sewer fee amount as set forth in Section IX-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 or levied as a Special Assessment in the amount as shown in Section IX-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 District.
3. In the event of annexation by the City, the Special Sewer Connection Fee shall continue to remain
as a special assessment or 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 IX-A herein.
E. No sewer permit will be issued by the City for any construction on any lot in the area described in Section
IX-A until payment to the City of the Special Sewer Connection Fee or levy of the Special Assessment for
that particular lot as called for in Section IX-A.
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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 FY2022, the fee would be as follows:
Lots 1 - 117, Single Family or Duplex Residential,
117 Units @ $978.00 $114,426.00
TOTAL: $114,426.00
G. In the event the Subdivider shall plat additional lots which will be in the District, 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 District and the City agree that payment made under Section IX-F of this Agreement shall constitute a
Watershed Management Fee for the area described in Section IX-F and shall be collected by the City as a
Watershed Management Fee or shall be levied as a Special Assessment against the real estate described in
Section IX-F as follows:
1. The real estate shall be charged the Watershed Management Fee amount as set forth in Section IX-
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 or levied as a Special Assessment in the amount as shown in Section IX-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 special assessment or 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 X
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 – C, inclusive, are common areas and therefore are not building sites. Outlots A and B shall be
owned and maintained by the Association or its successors or assigns. Outlot C is a stormwater detention
area and therefore is not a building site. Outlot C shall be owned and maintained by the District. The
purchase price paid by the District for Outlot C shall be equal to the Subdivider’s acquisition price (on a per
acre basis) for such land. Accordingly, the District shall pay Subdivider a purchase price equal to $55,000.00
per acre for Outlot C. As such, the total purchase price for Outlot C, which is 1.068 acres in size, shall be
$58.740.00.
C. District shall enter into an interlocal cooperation agreement with SID #590 of Douglas County, Nebraska
and/or Douglas County, Nebraska to provide for the District’s reimbursement of its prorata share of any
improvements to Fort Street along the District’s frontage which were funded by SID #590 and/or Douglas
County, Nebraska.
D. No separate administrative entity nor joint venture, among the parties, is deemed created by virtue of the
Subdivision Agreement.
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E. The administration of this Subdivision Agreement shall be through the offices of the undersigned officers
for their respective entities.
F. This Subdivision Agreement shall be binding upon the parties, their respective successors and assigns and
runs with the land shown on Exhibit "A"”.
G. 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 LIST
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING & SANITARY SEWER
EXHIBIT C STORM SEWER AND GRADING
EXHIBIT D COST ESTIMATES AND SOURCE & USE OF FUNDS FOR PHASE 1 (DAYBREAK
AND ALL PHASES)
EXHIBIT E SEDIMENT & EROSION CONTROL PLAN
EXHIBIT F NOT USED
EXHIBIT G NOT USED
EXHIBIT H POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
EXHIBIT I POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
CENTERLINE CURVE TABLE
CURVE
1
2
3
4
5
6
RADIUS
100.00'
135.00'
500.00'
125.00'
100.00'
100.00'
LENGTH
157.08'
93.26'
163.93'
128.61'
156.47'
0.20'
TANGENT
100.00'
48.58'
82.71'
70.65'
99.39'
0.10'
DELTA
90°00'00"
39°34'48"
18°47'08"
58°56'57"
89°38'57"
0°06'50"
RIGHT OF WAY CURVE TABLE
CURVE
7
8
9
10
11
RADIUS
50.00'
50.00'
50.00'
75.00'
125.00'
LENGTH
36.14'
151.12'
36.14'
0.20'
0.20'
CHORD BEARING
S21°15'56"E
S44°37'01"W
N69°30'02"W
S89°30'55"W
S89°29'05"W
CHORD LENGTH
35.36'
99.82'
35.36'
0.20'
0.20'
50
.
0
0
'
11
0.20'
0.20'
F ST
12
13
15
ENCLAVE
FLATS
OL "G"
ENCLAVE
FLATS
10
6
6
0
.
0
7
'
2
65
66 54
44
43
42
41
40
39
38
37
36
35
34
33
32
10
9
8
7
6
5
4
3
61
75
74
73
72
71
70
69
68
67
55
45
46
47
48
49
50
51
52
53
28
29
15
16
17
18
19
20
21
22
23
24
25
26
27
11
31
4
.
6
1
'
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
10
.
0
0
'
R5
0
.
0
0
'
50.
0
0
'
7
0
.
0
0
'
6
6
.
3
9
'
50.0
0
'
50
.
0
0
'
50
.
0
0
'
50
.
0
0
'
SOUTHEAST CORNER
NE1/4 OF THE SE1/4
SEC. 31-T16N-R11E
(5/8" REBAR WITH
CAP LS 787)
SOUTHEAST CORNER
WEST 1/2 OF THE SW1/4
SEC. 32-T16N-R11E
(5/8" REBAR WITH CAP
LS 787)
SOUTHWEST CORNER
SEC. 32-T16N-R11E
(BRASS CAP)
(POINT OF BEGINNING)
88
90
100
89
99
98
97
96
95
94
93
92
91
76
77
78
79
80
81
82
83
84
85
86
87
5664
63
62
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
50.0' RIGHT-OF-WAY
TO BE DEDICATED
RIGHT-OF-WAY
TO BE DEDICATED
BY OTHERS
CENTERLINE
OF CREEKCENT
E
R
L
I
N
E
OF CR
E
E
K
3:1 + 20 LINE
3:1
+
2
0
L
I
N
E
3:1 + 2
0
L
I
N
E
130.00'
130.00'
74
.
3
0
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
3
0
'
130.00'
56
.
4
9
'
97.75' N.R.
149.21' N.R.
925.61'10.00'220.00'
71.69
'
764.56'36.1
4
'
151
.
1
2
'
80.00'
130.00'
84
.
1
9
'
74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
72
.
0
0
'
130.00'74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
72
.
0
0
'
130.00'74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
3
9
'
130.00'
74
.
3
9
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
72
.
0
0
'
130.00'
74
.
4
0
'
130.00'
74
.
4
0
'
72
.
0
0
'
82
.
6
5
'
130.00'
117.50'
84
.
1
6
'
72
.
4
6
'
117.50'
69
.
3
4
'
72.00'
12
5
.
1
1
'
72.00'
12
5
.
1
1
'
47.15'
56.
0
3
'
11
0
.
5
4
'
146.04'
5
8
.
4
9
'
177.
0
8
'
130.00'
11
9
.
6
2
'
117.50'
5
2
.
0
4
'
69
.
5
0
'
117.50'
130.00
'
7
1
.
5
8
'
155.3
6
'
5
8
.
4
9
'
2
6
.
7
1
'
63
.
8
9
'
9
2
.
6
4
'
245.87
'
2
6
.
9
5
'
86
.
3
0
'
117.50'
73
.
8
0
'
130.00'130.00'
73
.
8
0
'
117.50'
76
.
3
6
'
76
.
3
6
'
130.00'130.00'
76
.
3
6
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
117.50'
86
.
9
5
'
75
.
2
5
'
73
.
6
4
'
117.50'
12
5
.
4
2
'
72.74
'
4
0
.
6
8
'
7
5
.
9
9
'
56
.
6
5
'
130.00'
16
3
.
6
4
'
130.01'
28
.
8
5
'
10
2
.
8
9
'
95.22
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
1
'
130.01'
72
.
1
1
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.02'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.03'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.03'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.04'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.04'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.05'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.06'
72
.
1
2
'
72
.
0
0
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130.00'
72
.
0
0
'
72
.
1
1
'
130.06'
72
.
1
1
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
1
'
130.07'
72
.
1
1
'
72
.
0
0
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130.00'
72
.
0
0
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11
4
.
4
3
'
55.54'
1
1
7
.
3
5
'
39
.
1
0
'
70
.
1
3
'
117.50'
5
6
.
4
3
'
2
3
4
5
(
6
0
.
0
7
'
)
(4
6
.
8
3
'
)
(9
5
6
.
4
4
'
)
(9
0
9
.
6
1
'
)
(310.00')
(1
7
2
.
9
9
'
)
(9
1
1
.
5
3
'
)
(830.71')
(310.01')(310.01')(210.69')
(2
2
9
.
3
6
'
)
(9
5
7
.
0
8
'
)
(1
1
8
6
.
4
4
'
)
(365.00')
(210.00')(155.00')
50.00'
50.00'
60.00'
60.00'
60
.
0
0
'
60
.
0
0
'
50
.
0
0
'
50
.
0
0
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50
.
0
0
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50.00'
50
.
0
0
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.
0
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.
0
0
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.
7
7
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.
4
6
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6
2
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3
4
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4
9
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0
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°
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0
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72
.
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0
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17
.
6
8
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17
.
6
8
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.
6
8
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3
'
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°
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0
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0
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0
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4
0
"
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3
'
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°
1
0
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4
0
"
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0
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0
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.
6
2
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9
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0
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6
2
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3
4
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4
9
'
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0
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°
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9
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2
0
"
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9
°
3
8
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4
1
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9
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8
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1
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9
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8
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1
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.
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0
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.
0
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.
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0
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0
0
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5
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2
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1
9
.
7
3
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.
0
0
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1
3
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2
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7
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6
"
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5
°
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0
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7
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.
1
9
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5
°
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8
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5
8
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3
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1
"
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2
"
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°
2
5
'
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9
"
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5
°
2
1
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6
"
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112°
5
0
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2
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71°2
1
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9
"
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8
.
2
0
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0
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°
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7
'
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4
"
(204
.
8
6
'
)
81
.
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2
'
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°
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9
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4
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°
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4
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°
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9
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4
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°
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9
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4
4
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°
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9
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4
"
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°
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9
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4
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°
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9
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4
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°
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9
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4
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9
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4
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°
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9
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4
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°
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9
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4
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S89°47'40"W 1285.55' (M)
N0
0
°
3
3
'
2
2
"
W
9
8
7
.
8
5
'
(
M
)
N89°26'38"E 50.00' (M)
N00°33'22"W 107.11' (M)
N44
°
4
6
'
1
9
"
E
2
7
3
.
9
3
'
(
M
)
N68°25'28"E 153.10' (M)
S21°21'19"E 3.36' (M)
N68°38
'
4
1
"
E
2
4
5
.
8
7
'
(
M
)
S40°49'48"E 26.95' (M)
N88°03'43"E 42.82' (M)
N67°33'24"E 25.29' (M)
N89°26'21"E 119.15' (M)
S00°33'39"E 125.11' (M)
N89°26'21"E 255.51' (M)
50
.
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0
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58
57
59 60
30
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13
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12
69
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3
9
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81
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6
4
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72
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4
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.
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2
7
'
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117.30'
69
.
2
3
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0.20'81
.
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3
'
130.00'
56
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9
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9
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T
(
S
E
E
N
O
T
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4
)
117
116
115
114
113
112
111
110
109
104
106
105
102
103
101
107
1
4
5
.
0
1
'
100.29
'
67.78
'
1
4
9
.
3
7
'
52.81'
72.00
'
1
3
4
.
3
3
'
101
.
3
8
'
37.5
0
'
161.8
9
'
124
.
7
4
'
61.
7
2
'
160.44'
10
0
.
5
9
'
55
.
1
1
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
'
72
.
0
0
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
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160.44'
72
.
0
0
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.
0
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160.44'
72
.
0
0
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72
.
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160.44'
72
.
0
0
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72
.
0
0
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160.44'
72
.
0
0
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72
.
0
0
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150.44'
58
.
7
3
'
72
.
0
0
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150.44'
72
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0
0
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61
.
4
2
'
151.13'
80
.
8
8
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1
1
5
.
0
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20.57'
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4
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79
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7
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2
2
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4
4
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89°17'46"
65°43'2
3
"
85°57'2
7
"
SEE DETAIL "A"
160.44'
27
.
2
4
'
50.00'
60.00'
50
.
0
0
'
100.00'
33
.
0
0
'
33
.
0
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'
20.37'
79
.
2
3
'
50
.
0
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'
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50.00'
50.00'
50.00'
70.00'
107
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3
2
'
23.49'
99.3
2
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9
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4
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87°43'1
6
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7
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S0
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3
3
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9
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1
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'
(
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)
N51°46'59"E 99.32' (M)
N88°30'01"E 23.49' (M)
S62°13'07"E 107.32' (M)
75.00'
50.00'
SECTION CORNER TIES
32.99' NORTH TO 1" PINCHED PIPE
61.16' NE TO 5/8" REBAR
128.86' SE TO "X" NAILS NW FACE
POWER POLE
105.93' SW TO "X" NAILS NE FACE
POWER POLE
SECTION CORNER TIES
22.52' NE TO 5/8" REBAR
20.90' SE TO 5/8" REBAR
24.25' SW TO 5/8" REBAR
22.49' NW TO 5/8" REBAR
SECTION CORNER TIES
76.36' ESE TO PK NAIL W/ WASHER
POWER POLE
103.16' SE TO CHISELED "X" BASE
BOLT FIRE HYDRANT
53.62' SOUTH TO BRASS PLUG
76.86' SW TO CHISELED "X" BASE
BOLT FIRE HYDRANT
81
.
8
9
'
74
.
3
0
'
130.00'
74
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2
9
'
130.00'
74
.
2
9
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74
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2
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13
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R=135.00', L=99.44'
CH=S20°32'31"W 97.21' (M)
61
.
8
0
'
37.64'
20' PEDESTRIAN
ACCESS EASEMENT
(SEE NOTE 4)
OUTLOT "B"
0.115 AC
1.174 AC
OUTLOT "A"
80
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0
0
'
24
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0
'
30.00'
4
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30.13'
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7
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1
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50.0' RIGHT-OF-WAY
TO BE DEDICATED
90°21'19"89°38'41"
90°21'19"
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1
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(154.80')
OUTLOT "C"
1.069 AC
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100 100
100
DAYBREAK
LOTS 1 THRU 117 & OUTLOTS "A" THRU "C" INCLUSIVE
A TRACT OF LAND LOCATED IN PART OF THE SW1/4 OF THE SW1/4 AND ALSO PART OF THE NW1/4 OF THE SW1/4, BOTH LOCATED IN
SECTION 32, TOWNSHIP 16 NORTH, RANGE 11 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA.
LEGEND
BOUNDARY LINE
LOT LINE
EXIST. PROPERTY LINES
EXIST. SECTION CORNER
EASEMENTS
EXIST. SECTION LINES
RIGHT OF WAY LINE
SETBACK LINE
COUNTY TREASURER'S CERTIFICATE
THIS IS TO CERTIFY THAT I FIND NO REGULAR OR SPECIAL TAXES DUE OR DELINQUENT AGAINST THE
PROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND EMBRACED IN THIS PLAT AS SHOWN BY
THE RECORDS OF THIS OFFICE.
_________________________________________________________________
COUNTY TREASURER DATE
REVIEW OF DOUGLAS COUNTY ENGINEER
THIS PLAT OF DAYBREAK (LOTS NUMBERED AS SHOWN) WAS REVIEWED BY THE OFFICE OF THE
DOUGLAS COUNTY ENGINEER.
_________________________________________________________________
DOUGLAS COUNTY ENGINEER DATE
APPROVAL OF OMAHA CITY PLANNING BOARD
THIS PLAT OF DAYBREAK (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITY PLANNING BOARD.
_________________________________________________________________
CHAIRMAN OF CITY PLANNING BOARD DATE
OMAHA CITY COUNCIL ACCEPTANCE
THIS PLAT OF DAYBREAK (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITY COUNCIL OF
OMAHA.
_____________________________________ ___________________________________
MAYOR DATE
ATTEST _______________________________
CITY CLERK
______________________________________
PRESIDENT OF COUNCIL
APPROVAL OF CITY ENGINEER OF OMAHA
I HEREBY APPROVE THIS PLAT OF DAYBREAK (LOTS NUMBERED AS SHOWN) AS TO THE DESIGN
STANDARDS.
________________________________________________________________
CITY ENGINEER DATE
I HEREBY CERTIFY THAT ADEQUATE PROVISIONS HAVE BEEN MADE FOR COMPLIANCE WITH CHAPTER 53
OF THE OMAHA MUNICIPAL CODE.
_________________________________________________________________
CITY ENGINEER DATE
SURVEYORS CERTIFICATION
I HEREBY CERTIFY THAT I HAVE MADE A GROUND SURVEY OF THE SUBDIVISION DESCRIBED HEREIN AND
THAT PERMANENT MONUMENTS HAVE BEEN PLACED ON THE BOUNDARY OF THE WITHIN PLAT AND THAT
A BOND HAS BEEN FURNISHED TO THE CITY OF OMAHA TO ENSURE PLACING OF PERMANENT
MONUMENTS AND STAKES AT ALL CORNERS OF ALL LOTS, STREETS AND ANGLE POINTS IN DAYBREAK
(THE LOTS NUMBERED AS SHOWN). A TRACT OF LAND LOCATED IN PART OF THE SW1/4 OF THE SW1/4
AND ALSO PART OF THE NW1/4 OF THE SW1/4, BOTH LOCATED IN SECTION 32, TOWNSHIP 16 NORTH,
RANGE 11 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA. MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 32; THENCE N00°33'22"W (ASSUMED
BEARING) ALONG THE WEST LINE OF SAID SW1/4 OF SECTION 32, A DISTANCE OF 987.85 FEET; THENCE
N89°26'38"E, A DISTANCE OF 50.00 FEET; THENCE N00°33'22"W, A DISTANCE OF 107.11 FEET; THENCE
N44°46'19"W, A DISTANCE OF 273.93 FEET; THENCE N68°25'28"E, A DISTANCE OF 153.10 FEET; THENCE
N68°38'41"E, A DISTANCE OF 50.00 FEET; THENCE S21°21'19"E, A DISTANCE OF 3.36 FEET; THENCE
N68°38'41"E, A DISTANCE OF 245.87 FEET; THENCE S62°13'07"E, A DISTANCE OF 107.32 FEET; THENCE
N88°30'01"E, A DISTANCE OF 23.49 FEET; THENCE N51°46'59"E, A DISTANCE OF 99.32 FEET; THENCE
S40°49'48"E, A DISTANCE OF 26.95 FEET; THENCE N88°03'43"E, A DISTANCE OF 42.82 FEET; THENCE
N67°33'24"E, A DISTANCE OF 25.29 FEET; THENCE N89°26'21"E, A DISTANCE OF 119.15 FEET; THENCE
S00°33'39"E, A DISTANCE OF 125.11 FEET; THENCE N89°26'21"E, A DISTANCE OF 255.51 FEET TO A POINT
ON THE EAST LINE OF THE WEST 1/2 OF SAID SW1/4 OF SECTION 32; THENCE S00°33'39"W ALONG SAID
EAST LINE OF THE WEST 1/2 OF THE SW1/4 OF SECTION 32, A DISTANCE OF 1107.27 FEET; THENCE
SOUTHWESTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 135.00 FEET, A DISTANCE OF 99.44 FEET,
SAID CURVE HAVING A LONG CHORD WHICH BEARS S20°32'31"W, A DISTANCE OF 97.21 FEET; THENCE
S00°33'39"E, A DISTANCE OF 129.23 FEET TO A POINT ON THE SOUTH LINE OF SAID SW1/4 OF SECTION 32;
THENCE S89°47'40"W ALONG SAID SOUTH LINE OF THE SW1/4 OF SECTION 32, A DISTANCE OF 1285.55
FEET TO THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINS 1,763,102 SQUARE FEET OR 40.475 ACRES, MORE OR LESS.
___________________________________________ ______________________________
BRIAN L. HAVERKAMP, LS-787 DATE
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, DAYBREAK, LLC, A NEBRASKA LIMITED LIABILITY
COMPANY, THE OWNERS OF THE PROPERTY DESCRIBED IN THE SURVEYOR CERTIFICATION AND
EMBRACED WITHIN THIS PLAT, HAVE CAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS AND STREETS TO
BE NUMBERED AND NAMED AS SHOWN, SAID SUBDIVISION TO BE HEREAFTER KNOWN AS DAYBREAK
(LOTS TO BE NUMBERED AS SHOWN), AND WE DO HEREBY RATIFY AND APPROVE OF THE DISPOSITION
OF OUR PROPERTY AS SHOWN ON THIS PLAT, AND WE DO HEREBY DEDICATE TO THE PUBLIC FOR
PUBLIC USE THE STREETS, AVENUES AND CIRCLES, AND WE DO HEREBY GRANT EASEMENTS AS SHOWN
ON THIS PLAT, WE DO FURTHER GRANT A PERPETUAL EASEMENT TO THE OMAHA PUBLIC POWER
DISTRICT (OPPD), COX COMMUNICATIONS, CENTURYLINK AND ANY COMPANY WHICH HAS BEEN
GRANTED A FRANCHISE TO PROVIDE A CABLE TELEVISION SYSTEM IN THE AREA TO BE SUBDIVIDED,
THEIR SUCCESSORS AND ASSIGNS, TO ERECT, OPERATE, MAINTAIN, REPAIR AND RENEW POLES, WIRES,
CABLES, CONDUITS AND OTHER RELATED FACILITIES, AND TO EXTEND THEREON WIRES OR CABLES FOR
THE CARRYING AND TRANSMISSION OF ELECTRIC CURRENT FOR LIGHT, HEAT AND POWER AND FOR
THE TRANSMISSION OF SIGNALS AND SOUNDS OF ALL KINDS INCLUDING SIGNALS PROVIDED BY A CABLE
TELEVISION SYSTEM, AND THE RECEPTION ON, OVER, THROUGH, UNDER AND ACROSS A FIVE-FOOT (5')
WIDE STRIP OF LAND ABUTTING ALL FRONT AND SIDE BOUNDARY LOT LINES; AN EIGHT-FOOT (8') WIDE
STRIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL INTERIOR LOTS; AND A SIXTEEN-FOOT
(16') WIDE STRIP OF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL EXTERIOR LOTS. THE TERM
EXTERIOR LOTS IS HEREIN DEFINED AS THOSE LOTS FORMING THE OUTER PERIMETER OF THE
ABOVE-DESCRIBED ADDITION. SAID SIXTEEN-FOOT (16') WIDE EASEMENT WILL BE REDUCED TO AN
EIGHT-FOOT (8') WIDE STRIP WHEN THE ADJACENT LAND IS SURVEYED, PLATTED AND RECORDED AND
WE DO FURTHER GRANT A PERPETUAL EASEMENT TO METROPOLITAN UTILITIES DISTRICT, THEIR
SUCCESSORS AND ASSIGNS, TO ERECT, INSTALL, OPERATE, MAINTAIN, REPAIR AND RENEW PIPELINES,
HYDRANTS AND OTHER RELATED FACILITIES, AND TO EXTEND THEREON PIPES FOR THE TRANSMISSION
OF GAS AND WATER ON, THROUGH, UNDER AND ACROSS A FIVE-FOOT (5') WIDE STRIP OF LAND
ABUTTING ALL CUL-DE-SAC STREETS AND ALONG ALL STREET FRONTAGES OF ALL LOTS. NO
PERMANENT BUILDINGS OR RETAINING WALLS SHALL BE PLACED IN THE SAID EASEMENT WAYS, BUT
THE SAME MAY BE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOT
THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED.
DAYBREAK, LLC, A NEBRASKA LIMITED LIABILITY COMPANY
___________________________________________________
DENNIS VAN MOORLEGHEM DATE
MEMBER
ACKNOWLEDGEMENT OF NOTARY
STATE OF NEBRASKA )
COUNTY OF _______________ )
ON THIS ___________DAY OF ___________________, ___________, BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR SAID COUNTY, PERSONALLY CAME DENNIS VAN MOORLEGHEM, MEMBER
OF DAYBREAK, LLC, A NEBRASKA LIMITED LIABILITY COMPANY, WHO IS PERSONALLY KNOWN TO BE THE
IDENTICAL PERSON WHOSE NAME IS AFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOWLEDGED
THE SAME TO BE HIS VOLUNTARY ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
______________________________________
NOTARY PUBLIC
NOTES:
1.DIRECT VEHICULAR ACCESS WILL NOT BE ALLOWED TO FORT STREET FROM OUTLOTS "A" & "B".
DIRECT VEHICULAR ACCESS WILL NOT BE ALLOWED TO 192ND STREET FROM LOTS 101 THRU 105
AND LOTS 107 THRU 113 INCLUSIVE & OUTLOT "B". DIRECT VEHICULAR ACCESS WILL NOT BE
ALLOWED TO 189TH STREET FROM LOTS 13, 14 & OUTLOT "A".
2.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
3.ALL LOT LINES ARE RADIAL TO CURVED STREETS UNLESS SHOWN AS NONRADIAL (N.R.).
4.ALL EASEMENTS THAT ARE NOT LABELED WITH ANY RECORDING INFORMATION WILL BE
RECORDED BY A SEPARATE DOCUMENT.
5.THE CHAMFERS FOR SIDEWALKS ON CORNER LOTS ARE SET AT TWELVE AND HALF FEET (12.5')
RADII FROM THE INTERSECTION OF RIGHT-OF-WAY LINES. NO ANGLES SHOWN WHEN
RIGHT-OF-WAY LINES HAVE 90° ANGLE.
6.A GREEN SPACE EASEMENT IS GRANTED OVER ALL OF OUTLOT "A".
7.A GREEN CORNER IS GRANTED OVER ALL OF OUTLOT "B".
8.A STORM SEWER AND DRAINAGE EASEMENT IS GRANTED OVER ALL OF OUTLOT "C".
9.A 115' NOISE ATTENUATION EASEMENT IS HEREBY GRANTED AS INDICATED ALONG N 192ND
STREET AND FORT STREET. THE PURPOSE OF THE EASEMENT IS TO KEEP STRUCTURES,
PATIOS, DECKS, SWING SETS, PLAYGROUNDS, POOLS OR ANY OTHER FACILITIES THAT COULD
BE OCCUPIED BY OR SERVE AS A GATHERING PLACE OF PERSON(S), AS FAR AWAY FROM
TRAFFIC NOISE OF N 192ND STREET AND FORT STREET AS THE PLAT WILL ALLOW.
CONSTRUCTION OF SUCH FACILITIES WITHIN THE EASEMENT SHALL BE PROHIBITED.
5/8" REBAR SET W/CAP LS-787
MEASURED DISTANCE(M)
DETAIL "A"
("F" STREET & LOTS 12 AND 13)
NO SCALE
6
0
.
0
7
'
2
65
66 54
44
43
42
41
40
39
38
37
36
35
34
33
32
10
9
8
7
6
5
4
3
61
75
74
73
72
71
70
69
68
67
55
45
46
47
48
49
50
51
52
53
28
29
15
16
17
18
19
20
21
22
23
24
25
26
27
11
31
4
.
6
1
'
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
10
.
0
0
'
R5
0
.
0
0
'
50.0
0
'
7
0
.
0
0
'
6
6
.
3
9
'
50.0
0
'
50
.
0
0
'
88
90
100
89
99
98
97
96
95
94
93
92
91
76
77
78
79
80
81
82
83
84
85
86
87
5664
63
62
115' PERMANENT NOISE
ATTENUATION EASEMENT
(SEE NOTE 9)
50.0' RIGHT-OF-WAY
TO BE DEDICATED
RIGHT-OF-WAY
TO BE DEDICATED
BY OTHERS
CENTERLINE
OF CREEKCENT
E
R
L
I
N
E
OF CR
E
E
K
3:1 + 20 LINE
3:1
+
2
0
L
I
N
E
3:1 + 2
0
L
I
N
E
130.00'
130.00'
74
.
3
0
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
'
130.00'
74
.
3
0
'
130.00'
56
.
4
9
'
97.75' N.R.
149.21' N.R.
925.61'10.00'220.00'
71.69
'
764.56'36.14
'
151
.
1
2
'
80.00'
130.00'
84
.
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'
74
.
4
0
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130.00'
74
.
4
0
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72
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130.00'74
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74
.
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130.00'
74
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.
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74
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130.00'
74
.
3
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130.00'
74
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3
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130.00'
74
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74
.
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130.00'
74
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74
.
4
0
'
72
.
0
0
'
82
.
6
5
'
130.00'
117.50'
84
.
1
6
'
72
.
4
6
'
117.50'
69
.
3
4
'
72.00'
12
5
.
1
1
'
72.00'
12
5
.
1
1
'
47.15'
56.
0
3
'
11
0
.
5
4
'
146.04'
5
8
.
4
9
'
177.
0
8
'
130.00'
11
9
.
6
2
'
117.50'
5
2
.
0
4
'
69
.
5
0
'
117.50'
130.00
'
7
1
.
5
8
'
155.3
6
'
5
8
.
4
9
'
2
6
.
7
1
'
63
.
8
9
'
9
2
.
6
4
'
245.87
'
2
6
.
9
5
'
86
.
3
0
'
117.50'
73
.
8
0
'
130.00'130.00'
73
.
8
0
'
117.50'
76
.
3
6
'
76
.
3
6
'
130.00'130.00'
76
.
3
6
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
76
.
3
7
'
76
.
3
7
'
130.00'130.00'
76
.
3
7
'
117.50'
86
.
9
5
'
75
.
2
5
'
73
.
6
4
'
117.50'
12
5
.
4
2
'
72.74
'
4
0
.
6
8
'
7
5
.
9
9
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56
.
6
5
'
130.00'
16
3
.
6
4
'
130.01'
28
.
8
5
'
10
2
.
8
9
'
95.22
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
1
'
130.01'
72
.
1
1
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.02'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.03'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.03'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.04'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.04'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.05'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
2
'
130.06'
72
.
1
2
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
1
'
130.06'
72
.
1
1
'
72
.
0
0
'
130.00'
72
.
0
0
'
72
.
1
1
'
130.07'
72
.
1
1
'
72
.
0
0
'
130.00'
72
.
0
0
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11
4
.
4
3
'
55.54'
1
1
7
.
3
5
'
39
.
1
0
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70
.
1
3
'
117.50'
5
6
.
4
3
'
2
3
4
5
(
6
0
.
0
7
'
)
(4
6
.
8
3
'
)
(9
5
6
.
4
4
'
)
(9
0
9
.
6
1
'
)
(310.00')
(1
7
2
.
9
9
'
)
(9
1
1
.
5
3
'
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(830.71')
(310.01')(310.01')(210.69')
(2
2
9
.
3
6
'
)
(9
5
7
.
0
8
'
)
(1
1
8
6
.
4
4
'
)
(365.00')
(210.00')(155.00')
50.00'
50.00'
60.00'
60.00'
60
.
0
0
'
60
.
0
0
'
50
.
0
0
'
50
.
0
0
'
50
.
0
0
'
50.00'
50
.
0
0
'
75
.
0
0
'
50
.
0
0
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15
.
7
7
'
18
.
4
6
'
1
7
.
6
2
'
72
.
0
0
'
25.29'
17
.
6
8
'
17
.
6
8
'
17
.
6
8
'
17.7
3
'
17.7
3
'
1
7
.
6
2
'
1
7
.
6
2
'
50
.
0
0
'
75
.
0
0
'
50
.
0
0
'
75
.
0
0
'
50.00'
75.00'
50.00'
75.00'
5
0
.
0
0
'
7
5
.
0
2
'
50.00'
23.09'
1
9
.
7
3
'
82
.
0
0
'
33
.
1
9
'
30.00'
1
8
.
2
0
'
1
8
.
2
0
'
(204
.
8
6
'
)
81
.
8
2
'
9
50
.
0
0
'
58
57
59 60
30
1
13
108
12
69
.
3
9
'
117.50'
81
.
8
9
'
130.00'
84
.
1
9
'
117.50'
71
.
6
9
'
17
.
6
8
'
17
.
6
8
'
11
6
.
8
3
'
130.00'
41
.
8
3
'
117
.
8
1
'
55.00'
37.49'
1
2
1
.
6
2
'
28.74'
102.
6
4
'
128
.
2
6
'
130.20'
72
.
0
2
'
60
.
0
0
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65
.
9
9
'
76
.
1
4
'
69
.
7
7
'
82
.
2
7
'
0.20'
117.30'
69
.
2
3
'
117.30'
0.20'81
.
7
3
'
130.00'
56
.
4
9
'
17
.
6
8
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17
.
6
8
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4.
9
7
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17.68'
9
.
3
3
'
1
50
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E
E
N
O
T
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4
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117
116
115
114
113
112
111
110
109
104
106
105
102
103
101
107
1
4
5
.
0
1
'
100.29
'
67.78
'
1
4
9
.
3
7
'
52.81'
72.00
'
1
3
4
.
3
3
'
101
.
3
8
'
37.5
0
'
161.8
9
'
124
.
7
4
'
61.
7
2
'
160.44'
10
0
.
5
9
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55
.
1
1
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
'
72
.
0
0
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
'
160.44'
72
.
0
0
'
72
.
0
0
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160.44'
72
.
0
0
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72
.
0
0
'
160.44'
72
.
0
0
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72
.
0
0
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160.44'
72
.
0
0
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72
.
0
0
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150.44'
58
.
7
3
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72
.
0
0
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150.44'
72
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0
0
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61
.
4
2
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151.13'
80
.
8
8
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1
1
5
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0
7
'
53
.
8
5
'
13
.
2
7
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7.
7
0
'
28.18
'
20.57'
SEE DETAIL "A"
160.44'
27
.
2
4
'
50.00'
60.00'
50
.
0
0
'
100.00'
33
.
0
0
'
33
.
0
0
'
20.37'
79
.
2
3
'
50
.
0
0
'
50.00'
50.00'
50.00'
70.00'
107
.
3
2
'
23.49'
99.3
2
'
9
9
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0
6
'
4
4
"
87°43'1
6
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7
8
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1
2
'
0
9
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8.
8
2
'
6
75.00'
50.00'81
.
8
9
'
74
.
3
0
'
130.00'
74
.
2
9
'
130.00'
74
.
2
9
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74
.
2
9
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74
.
2
9
'
74
.
2
9
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74
.
2
9
'
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.
2
9
'
74
.
2
9
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74
.
3
0
'
(7
8
9
.
1
2
'
)
14
61
.
8
0
'
37.64'
20' PEDESTRIAN
ACCESS EASEMENT
(SEE NOTE 4)
11
10
OUTLOT "B"
0.115 AC
1.174 AC
OUTLOT "A"
80
.
0
0
'
24
.
0
0
'
30.00'
4
5
.
4
1
'
30.13'
7
5
.
5
4
'
50.0' RIGHT-OF-WAY
TO BE DEDICATED
(1
0
8
4
.
5
2
'
)
8
7
(154.80')
OUTLOT "C"
1.069 AC
18
9
T
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3:1+20' DRAINAGE
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Encl
a
v
e
F
l
a
t
s
25'-0"
CL
2%
12'-6"12'-6"'
25' STREET - TYPICAL SECTION
NOT TO SCALE
Type 'C' Integral Curb, Typ
Sawed or Keyed
Longitudinal Joint, Typ
7" P.C.C. Pavement
12" Scarified and
Compacted Subgrade
4'-0", Typ
2%
2%2%
9" Concrete Pavement
2.00%2.00%
38'-0"
19'-0"'19'-0"'4'-0"'4'-0"'
12" Scarified and
compacted subgrade
Type 'A' Integral Curb Type 'A' Integral Curb
Sawed or Keyed
Longitudinal Joint Sawed or Keyed
Longitudinal Joint
13'-0"'13'-0"'
Pr
o
j
e
c
t
C
e
n
t
e
r
L
i
n
e
38' STREET - TYPICAL SECTION (192ND STREET)
NOT TO SCALE
36
'
N
1
9
2
n
d
S
t
r
e
e
t
Fort Street
19
2
N
D
S
T
R
E
E
T
LEGEND
Specially Assessed Pavement (7" PCC)
General Obligation Pavement (7" PCC)
General Obligation Sidewalk (5" PCC)
General Obligation 10' Trail (6" PCC)
General Obligation Pavement (9" PCC)
25'
(Typ.)
Fort Street Improvements by Others Fort Street Improvements by Others
R37.5'
10' Trail
Fort Street
25'
(Typ.)
R
5
0
'
R50'
Temporary Turnaround
Removal
38'
Speed Hump
VICINITY MAP
PROJECT
SITE
N
1
5
6
T
H
S
T
R
E
E
T
IDA STREET N
1
6
8
T
H
S
T
R
E
E
T
N
1
8
0
T
H
S
T
R
E
E
T
N
2
0
4
T
H
S
T
R
E
E
T
N
19
2
N
D
ST
FORT STREET
STATE STREET
Sanitary Sewer Pipe Network
Existing Sanitary Sewer Pipe Network
Temporary Access Road (5" PCC)
Parkview Lane
19
0
t
h
S
t
r
e
e
t
18
9
t
h
A
v
e
n
u
e
Ogden Street
19
1
s
t
S
t
r
e
e
t
19
0
t
h
A
v
e
n
u
e
Allied Street
Fort Avenue
Jaynes Street
2
65
66 54
44
43
42
41
40
39
38
37
36
35
34
33
32
10
9
8
7
6
5
4
3
61
75
74
73
72
71
70
69
68
67
55
45
46
47
48
49
50
51
52
53
28
29
15
16
17
18
19
20
21
22
23
24
25
26
27
11
31
SOUTHEAST CORNER
NE1/4 OF THE SE1/4
SEC. 31-T16N-R11E
(5/8" REBAR WITH
CAP LS 787)
SOUTHEAST CORNER
WEST 1/2 OF THE SW1/4
SEC. 32-T16N-R11E
(5/8" REBAR WITH CAP
LS 787)
SOUTHWEST CORNER
SEC. 32-T16N-R11E
(BRASS CAP)
(POINT OF BEGINNING)
88
90
100
89
99
98
97
96
95
94
93
92
91
76
77
78
79
80
81
82
83
84
85
86
87
5664
63
62
CENTERLINE
OF CREEKCENT
E
R
L
I
N
E
OF CR
E
E
K
3:1 + 20 LINE
3:1 + 2
0
L
I
N
E
2
3
58
57
59 60
30
1
13
108
12
1117
116
115
114
113
112
111
110
109
104
106
105
102
103
101
107
SECTION CORNER TIES
22.52' NE TO 5/8" REBAR
20.90' SE TO 5/8" REBAR
24.25' SW TO 5/8" REBAR
22.49' NW TO 5/8" REBAR
SECTION CORNER TIES
76.36' ESE TO PK NAIL W/ WASHER
POWER POLE
103.16' SE TO CHISELED "X" BASE
BOLT FIRE HYDRANT
53.62' SOUTH TO BRASS PLUG
76.86' SW TO CHISELED "X" BASE
BOLT FIRE HYDRANT
14
OUTLOT "B"
0.115 AC
1.174 AC
OUTLOT "A"
OUTLOT "C"
1.069 AC
PTTVTRANSTRANSPTTVTV
TV
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LOT 3
INDIAN CREEK
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PROPOSED ENCLAVE FLATS
S89°47'40"W 2641.10' (M)
S89°51'11"W 1320.81' (M)
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(66' WIDE COUNTY ROAD RIGHT-OF-WAY)
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E & A CONSULTING GROUP PHONE: (402) 895-4700
10909 Mill Valley Road FAX: (402) 895-3599
Omaha, NE 68154
PROJECT : Daybreak, 192nd & FORT ZONING: R4(SINGLE FAMILY) 117 UNITS
DEVELOPER: BSR
AREA (ACRES): 120
JURISDICTION: OMAHA
DATE:12/28/21 updated 3-07-2022
ESTIMATED BY: LAMONTAGNE JOB #: P2020.283.001
PHASE I - DAYBREAK
SPECIAL G.O. G.O.
ITEM CONSTRCT. TOTAL PRIVATE ASSESS. REIMBURS. NON-REIMB
SANITARY SEWER $719,431 $1,007,203 $976,403 $30,800
SANITARY SEWER REIMBURSEMENT TO ENCLAVE FLATS $71,389 $71,389
PAVING(INTERIOR) $1,152,148 $1,613,007 $1,262,936 $350,071
WATER (INTERIOR) $708,200 $920,660 $920,660
WATER (EXTERIOR) $408,197 $489,836 $173,875 $315,961
UNDERGROUND ELECTRICAL $175,500 $245,700 $245,700
STORM SEWER $458,230 $641,522 $641,522
192ND STREET IMPROVEMENT CONTRIBUTION $216,641 $314,563 $157,282 $157,282
FORT STREET IMPROVEMENTS $323,296 $457,788 $457,788
NEIGHBORHOOD PARK CONTRIBUTION deferred to Phase 3
ADMINISTRATIVE FEE, (1%) $23,298 $27,958 $27,958
PARK FEES $16,190 $19,428 $19,428
GRADING $428,335 $428,335 $428,335
PERMANENT BASIN PURCHASE deferred to Phase 3
PERMANENT PCSMP RISER AND OUTLET $43,100 $60,340 $60,340
TOTALS $4,672,567 $6,297,730 $428,335 $3,405,699 $331,157 $2,132,539
PER SINGLE FAMILY LOT $29,109
VALUATION: 117 SING. FAM.@ $465,000 = $54,405,000
TOTAL @ 100% 54,405,000$
TOTAL @ 95% 51,684,750$
G.O. DEBT RATIO = $2,132,539 / 51,684,750$ =4.13%
NOTES:
Exterior Water: MUD provided costs for entire project - Pioneer Main Fees(Recapture) $123,132, Exterior Mains $523,250.
12/28/2021 update OPPD fees to $1500 per lot
2/10/2022 update sanitary phase 1 actuals / adjust concrete, water, and sanitary unit prices for all phases to reflect increases in the market
2/25/2022 added contribution to Enclave Siphon
2/28/2022 updated 192nd St costs per interlocal exhibits
3/7/2022 updated Fort St costs per interlocal exhibits
SANITARY SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 8" PVC SANITARY SEWER PIPE 4,714 LF $58.14 $274,072
2 CONSTRUCT 8" PVC SANITARY SEWER PIPE (OVER 15' DEPTH) 120 LF $61.69 $7,403
3 CONSTRUCT 8" PVC SANITARY SEWER PIPE WITH STEEL CASING 119 LF $189.40 $22,539
4 CONSTRUCT 8" DIAMETER DROP CONNECTION (2) 16 VF $465.26 $7,444
5 CONSTRUCT 6" PVC SANITARY SEWER PIPE 3,450 LF $54.96 $189,612
6 CONSTRUCT 6" SANITARTY SEWER SERVICE RISER 5 VF $195.06 $975
7 CONSTRUCT 54" I.D. SANITARY MANHOLE (21) 262 VF $621.57 $162,851
8 CONSTRUCT 54" I.D. SANITARY MANHOLE OVER EXISTING SANITARY SEWER MAIN 1 LS $9,492.88 $9,493
9 REMOVE PIPE PLUG AND CONNECT TO EXISTING SEWER STUB 1 EA $314.99 $315
10 REMOVE PIPE PLUG AND CONNECT TO EXISTING MANHOLE 1 EA $1,528.34 $1,528
11 INSTALL EXTERNAL FRAME SEAL ON SANITARY SEWER MANHOLE 21 EA $489.39 $10,277
12 CONSTRUCT TYPE B RIP-RAP FOR TRENCH STABILIZATION 60 TN $92.45 $5,547
13 INSTALL BX1100 GEOGRID FOR TRENCH STABILIZATION 130 SY $13.06 $1,698
14 INSTALL GEOTEXTILE FABRIC FOR TRENCH STABILIZATION 150 SY $11.32 $1,698
15 CONSTRUCT FOUNDATION ROCK (3" CLEAN) FOR TRENCH STABILIZATION 40 TN $49.46 $1,978
16 SEDIMENT BASIN MAINTENANCE (BY OTHERS) 1 LS $22,000.00 $22,000
TOTAL BID CONSTRUCTION COST: $719,431
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $1,007,203
G.O. ITEMS
1 SEDIMENT BASIN CLEANOUT 1 LS - $22,000
G.O. TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $30,800
SANITARY SEWER REIMBURSEMENT TO ENCLAVE FLATS
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 CONTRIBUTION TO ENCLAVE SANITARY OUTFALL (INCLUDES SOFT COSTS) 1 LS $71,389.00 $71,389
PAVING (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 7" P.C. CONCRETE PAVEMENT W/ INT. CURB 18,486 SY $51 $942,786
2 EARTHWORK 6,162 CY $4 $24,648
3 ADJUST MANHOLE TO GRADE 24 EA $250 $6,000
4 STREET SIGNS 7 EA $300 $2,100
5 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
6 SEDIMENT BASIN CLEANOUT 1 LS $22,000 $22,000
7 TEMPORARY TURNAROUND 141 SY $50 $7,050
8 TRAFFIC CALMING DEVICES 4 EA $8,000 $32,000
9 5' P.C. CONCRETE SIDEWALK 8,252 SF $7 $57,764
MISCELLANEOUS (+ 2%) 1 LS - $22,600
TOTAL ESTIMATED CONSTRUCTION COST: $1,152,148
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $1,613,007
G.O. ITEMS
1 INTERSECTIONS (TO EOR) 1,425 SY $51 $72,675
2 PCSMP OUTLOT FRONTAGE 411 SY $51 $20,961
3 OVERWIDTH 0 SY $51 $0
4 EARTHWORK AT G.O. PAVING 612 CY $4 $2,448
5 TRAFFIC CALMING DEVICES 4 EA $8,000 $32,000
6 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
7 STREET SIGNS 7 EA $300 $2,100
8 SEDIMENT BASIN CLEANOUT 1 LS $22,000 $22,000
9 5' P.C. CONCRETE SIDEWALK 8,252 SF $7 $57,764
MISCELLANEOUS (+ 2%) 1 LS - $4,900
G.O. TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $350,071
192ND STREET IMPROVEMENTS - PHASE I
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
TOTAL ESTIMATED CONSTRUCTION COST: (see interlocal exhibit) $324,961.80
ENGINEERING, DESIGN, CA, STAKING TESTING @ 21% $68,242
DAYBREAK'S 20% FISCAL, LEGAL & INTEREST (OF 2/3 CONST COST+21%) $52,427
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 41% $445,631
DOUGLAS COUNTY SHARE 1/3 OF CONSTRUCTION + 21% FOR DESIGN, CM & TESTING $131,068
DAYBREAK ESTIMATED REIMBURSEMENT TO COUNTY $314,563
FUTURE REIMBURSEMENT FROM PROP. TO THE WEST, 1/2 OF DAYBREAK'S COST $157,282
REMAINING GO NON-REIMBURSEABLE FOR DAYBREAK $157,282
FORT STREET IMPROVEMENTS
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
TOTAL ESTIMATED CONSTRUCTION COST: (see interlocal exhibit) $323,296.47
ROADWAY DESIGN COST ALLOCATION $32,329.65
CM/CA, STAKING AND TESTING COST ALLOCATION $32,329.65
LEGAL, FISCAL AND INTEREST (ESTIMATED) 18% $69,832.04
TOTAL PROJECT COST SHARE $457,787.81
ELECTRICAL SERVICE
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 ELECTRICAL SERVICE SINGLE FAMILY 117 LOTS $1,500 $175,500
TOTAL ESTIMATED CONSTRUCTION COST: $175,500
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $245,700
WATER (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 INTERIOR WATER DISTRIBUTION 7,700 LF $85.00 $654,500
2 INTERIOR GAS DISTRIBUTION DEFICIENCY 1 LS $20,000 $20,000
MISCELLANEOUS (+ 5%) 1 LS - $33,700
TOTAL ESTIMATED CONSTRUCTION COST: $708,200
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 30% $920,660
WATER (EXTERIOR)-G.O.
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PIONEER MAIN FEES 1 LS $41,047 $41,047
2 192nd STREET WATER MAIN (SOUTH 1/4 MILE) 1 LS $175,500 $175,500
3 FORT ST WATER MAIN (189TH TO 192ND) 1 LS $172,250 $172,250
MISCELLANEOUS (+ 5%) 1 LS - $19,400
TOTAL ESTIMATED CONSTRUCTION COST: $408,197
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20% $489,836
REIMBURSIBLE: 50% OF 192nd STREET MAIN $87,750
50% OF FORT STREET MAIN $86,125
TOTAL REIMBURSABLE $173,875
STORM SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 18" RCP, CLASS III 2,493 LF $54 $134,622
2 CONSTRUCT 24" RCP, CLASS III 993 LF $80 $79,440
3 CONSTRUCT 30" RCP, CLASS III 175 LF $95 $16,625
4 CONSTRUCT 36" RCP, CLASS III (D0.01) = 1,350 221 LF $110 $24,310
5 CONSTRUCT 42" RCP, CLASS III (D0.01) = 1,350 0 LF $120 $0
6 CONSTRUCT 48" RCP, CLASS III (D0.01) = 1,350 0 LF $150 $0
7 CONSTRUCT 84" RCP, CLASS III (D0.01) = 1,350 0 LF $200 $0
8 CONSTRUCT CURB INLET - TYPE I 16 EA $4,200 $67,200
9 CONSTRUCT CURB INLET - TYPE III 8 EA $4,300 $34,400
10 CONSTRUCT 54" I.D. STORM AREA INLET 0 VF $3,500 $0
11 CONSTRUCT 18" RC FLARED END SECTION 0 EA $1,600 $0
12 CONSTRUCT 30" RC FLARED END SECTION 1 EA $2,400 $2,400
13 CONSTRUCT 36" RC FLARED END SECTION 1 EA $2,700 $2,700
14 CONSTRUCT 54" I.D. STORM MANHOLE (5)35 VF $750 $26,250
15 CONSTRUCT 60" I.D. STORM MANHOLE (2)21 VF $900 $18,900
16 CONSTRUCT 72" I.D. STORM MANHOLE (1)8 VF $1,100 $8,800
17 CONSTRUCT EXTERNAL FRAME SEAL 0 EA $550 $0
18 CONSTRUCT CONCRETE RING RETAINER 2 EA $550 $1,100
19 INSTALL PIPE COUPLERS 27 EA $145 $3,915
20 INSTALL FLEXAMAT 64 SF $12 $768
21 EXCAVATION SEDIMENT BASINS 1 LS $15,000 $15,000
MISCELLANEOUS (+ 5%) 1 LS -21,800
TOTAL ESTIMATED CONSTRUCTION COST: $458,230
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $641,522
PERMANENT DETENTION FACILITY PURCHASE - DEFERRED TO PHASE 3
PARK FEES
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 OMAHA COMMUNITY PARK FEES 40.475 AC $400 $16,190
TOTAL ESTIMATED CONSTRUCTION COST: $16,190
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20% $19,428
PERMANENT RISER AND OUTLET PIPES - G.O.
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PERMANENT RISER STRUCTURES 1 EA $15,000 $15,000
2 30" RCP OUTLET PIPES 200 LF $130 $26,000
MISCELLANEOUS (+ 5%) 1 LS - $2,100
TOTAL ESTIMATED CONSTRUCTION COST: $43,100
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $60,340
GRADING-PRIVATE
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 MOBILIZATION 1 LS $10,000 $10,000
2 EARTHWORK (AS EXCAVATION) 195,843 CY $2 $332,933
3 CLEAR AND GRUB 1 LS $15,000 $15,000
4 STRIP TOPSOIL 21620 CY $1 $30,268
5 RESPREAD TOPSOIL 21620 CY $1 $30,268
6 SILT FENCE 3064 LF $4 $10,724
7 TEMPORARY SEEDING 1 LS $15,000 $15,000
MISCELLANEOUS (+ 5%) 1 LS - $22,200
TOTAL ESTIMATED CONSTRUCTION COST: $428,335
E & A CONSULTING GROUP PHONE: (402) 895-4700
10909 Mill Valley Road FAX: (402) 895-3599
Omaha, NE 68154
PROJECT : Daybreak, 192nd & FORT ZONING: R4(SINGLE FAMILY) 76 UNITS
DEVELOPER: BSR
AREA (ACRES): 120
JURISDICTION: OMAHA
DATE:12/28/21 updated 3-07-2022
ESTIMATED BY:LAMONTAGNE JOB #:P2020.283.001
PHASE 2 - (For Reference Only)DAYBREAK
SPECIAL G.O. G.O.
ITEM CONSTRCT. TOTAL PRIVATE ASSESS. REIMBURS. NON-REIMB
SANITARY SEWER1 $674,656 $922,255 $890,531 $31,724
PAVING(INTERIOR) $1,138,826 $1,594,356 $1,029,801 $90,517 $474,037
WATER (INTERIOR)$537,990 $699,387 $699,387
WATER (EXTERIOR) $227,344 $272,813 $272,813
UNDERGROUND ELECTRICAL $114,000 $159,600 $159,600
STORM SEWER $612,280 $857,192 $82,621 $774,571
192ND STREET IMPROVEMENTS $1,178,116 $1,649,363 $1,021,034 $628,329
FORT STREET IMPROVEMENTS
NEIGHBORHOOD PARK CONTRIBUTION
ADMINISTRATIVE FEE, (1%) $24,258 $29,109 $29,109
PARK FEES $16,000 $19,200 $19,200
GRADING $381,815 $381,815 $381,815
PERMANENT PCSMP RISER AND OUTLET
PERMANENT BASIN PURCHASE deferred to Phase 3
TOTALS $4,905,284 $6,585,090 $381,815 $2,779,320 $1,194,173 $2,229,783
PER SINGLE FAMILY LOT $36,570
VALUATION: 76 SING. FAM.@ $495,000 = $37,620,000
TOTAL @ 100% 37,620,000$
TOTAL @ 95% 35,739,000$
G.O. DEBT RATIO = 2,229,783$ / 35,739,000$ =6.24%
NOTES:
NOTES:
12/28/2021 update OPPD fees to $1500 per lot
2/28/2022 Added sanitary quantities and first estimate from Avante outfall
1) TOTAL COST INCLUDES REIMBURSEMENT TO AVANTE (see details below on Avante reimbursement)
SANITARY SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 8 INCH SANITARY SEWER PIPE 4,950 LF $55 $272,250
2 CONSTRUCT 8" PVC SANITARY SEWER PIPE (OVER 15' DEPTH)200 LF $60 $12,000
3 6 INCH SANITARY SEWER PIPE 2,900 LF $53 $153,700
4 54 IN. I.D. SANITARY MANHOLE (19) 250 VF $600 $150,000
5 CONSTRUCT 8" DIAMETER DROP CONNECTION (2) 15 VF $465 $6,975
6 CONSTRUCT 6" SANITARTY SEWER SERVICE RISER 20 VF $195 $3,900
7 INSTALL EXTERNAL FRAME SEAL ON SANITARY SEWER MANHOLE 19 EA $490 $9,310
8 CONSTRUCT SANITARY SEWER MANHOLE TAP 1 EA $1,500 $1,500
9 CONSTRUCT TYPE B RIP-RAP FOR TRENCH STABILIZATION 60 TN $92.45 $5,547
10 INSTALL BX1100 GEOGRID FOR TRENCH STABILIZATION 130 SY $13.06 $1,698
11 INSTALL GEOTEXTILE FABRIC FOR TRENCH STABILIZATION 150 SY $11.32 $1,698
12 CONSTRUCT FOUNDATION ROCK (3" CLEAN) FOR TRENCH STABILIZATION 40 TN $49.46 $1,978
13 SEDIMENT BASIN CLEANOUT DURING CONSTRUCTION 1 LS $22,000 $22,000
MISCELLANEOUS (+ 5%) 1 LS -$32,100
TOTAL ESTIMATED CONSTRUCTION COST:$674,656
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%$944,518
55% REIMBURSEMENT TO AVANTE SANITARY OUTFALL - from Avante Cost Estimate - included in total $27,210
LESS 45% OF AVANTE SANITARY OUTFALL - from Avante Cost Estimate $22,263
TOTAL PROJECT COST $922,255
G.O. ITEMS
1 SEDIMENT BASIN CLEANOUT 1 LS - $22,000
MISCELLANEOUS (+ 5%) 1 LS - $1,100
G.O. TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $31,724
PAVING (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 7" P.C. CONCRETE PAVEMENT W/ INT. CURB 17,780 SY $55 $977,900
2 EARTHWORK 5,927 CY $4 $23,707
3 ADJUST MANHOLE TO GRADE 25 EA $250 $6,250
4 STREET SIGNS 8 EA $300 $2,400
5 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
6 TRAFFIC CALMING DEVICES 2 EA $8,000 $16,000
7 SEDIMENT BASIN CLEANOUT DURING CONSTRUCTION 1 LS $22,000 $22,000
8 5' P.C. CONCRETE SIDEWALK 167 SF $7 $1,169
MISCELLANEOUS (+ 5%) 1 LS -$54,200
TOTAL ESTIMATED CONSTRUCTION COST:$1,138,826
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%$1,594,356
G.O. ITEMS
1 INTERSECTIONS (TO EOR) 2,842 SY $55 $156,310
2 PCSMP OUTLOT FRONTAGE 1,358 SY $55 $74,690
3 OVERWIDTH 330 SY $55 $18,150
4 EARTHWORK AT G.O. PAVING 1,510 CY $4 $6,040
5 TRAFFIC CALMING DEVICES 2 EA $8,000 $16,000
6 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
7 STREET SIGNS 8 EA $300 $2,400
8 SEDIMENT BASIN CLEANOUT 1 LS $22,000 $22,000
9 5' P.C. CONCRETE SIDEWALK 167 SF $7 $1,169
MISCELLANEOUS (+ 2%) 1 LS -$6,600
G.O. TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $474,037
REIMBURSABLE ITEMS
1 1/2 PAVEMENT PURPLE MARTIN 1,153 SY $55 $63,388
MISCELLANEOUS (+ 2%) 1 LS -$63,388
REIMBURSABLE TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $90,517
192ND STREET IMPROVEMENTS
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 9" P.C. CONCRETE PAVEMENT (36' WIDE) 10,370 SY $70 $725,923
2 EARTHWORK 3,175 CY $6 $19,050
3 ADJUST MANHOLE TO GRADE 2 EA $275 $550
4 10' WIDE P.C. CONCRETE SIDEWALK 18,828 SF $6 $112,968
5 42" RCP CULVERT 185 LF $125 $23,125
6 CONSTRUCT 42" RC FLARED END SECTION 2 EA $3,200 $6,400
7 CONSTRUCT CONTECH PLATE STEEL ARCH STRUCTURE WITH HEADWALLS 95 LF $2,000 $190,000
8 STREET & CONTROL SIGNS 10 EA $300 $3,000
9 WHEEL CHAIR RAMPS 5 EA $2,200 $11,000
10 PAVEMENT MARKINGS 6,000 LF $5 $30,000
MISCELLANEOUS (+ 5%) 1 LS -$56,100
TOTAL ESTIMATED CONSTRUCTION COST:$1,178,116
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%$1,649,363
DOUGLAS COUNTY SHARE 1/3 OF CONSTRUCTION + 20% FOR DESIGN, CM & TESTING $471,247
FUTURE REIMBURSEMENT FROM PHASE 3 OF DAYBREAK, 1/3 OF TOTAL COST $549,788
ELECTRICAL SERVICE
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 ELECTRICAL SERVICE 76 LOTS $1,500 $114,000
TOTAL ESTIMATED CONSTRUCTION COST: $114,000
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $159,600
WATER (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 INTERIOR WATER DISTRIBUTION 5,471 LF $90 $492,390
2 INTERIOR GAS DISTRIBUTION DEFICIENCY 1 LS $20,000 $20,000
MISCELLANEOUS (+ 5%) 1 LS -$25,600
TOTAL ESTIMATED CONSTRUCTION COST:$537,990
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 30%$699,387
WATER (EXTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PIONEER MAIN FEES 1 LS $41,044 $41,044
2 192nd STREET WATER MAIN (NORTH 1/4 MILE) 1 LS $175,500 $175,500
MISCELLANEOUS (+ 5%) 1 LS -$10,800
TOTAL ESTIMATED CONSTRUCTION COST:$227,344
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20%$272,813
STORM SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 18" RCP, CLASS III 2,655 LF $54 $143,370
2 CONSTRUCT 24" RCP, CLASS III 500 LF $80 $40,000
3 CONSTRUCT 30" RCP, CLASS III 0 LF $95 $0
4 CONSTRUCT 36" RCP, CLASS III (D0.01) = 1,350 0 LF $110 $0
5 CONSTRUCT 42" RCP, CLASS III (D0.01) = 1,350 263 LF $120 $31,560
6 CONSTRUCT 48" RCP, CLASS III (D0.01) = 1,350 0 LF $150 $0
7 CONSTRUCT 54" RCP, CLASS III (D0.01) = 1,350 267 LF $200 $53,400
8 CONSTRUCT 84" RCP, CLASS III (D0.01) = 1,350 0 LF $300 $0
9 CONSTRUCT CURB INLET - TYPE I 22 EA $4,200 $92,400
10 CONSTRUCT CURB INLET - TYPE III 3 EA $4,300 $12,900
11 CONSTRUCT 54" I.D. STORM AREA INLET 2 EA $4,500 $9,000
12 CONSTRUCT 18" RC FLARED END SECTION 1 LF $1,600 $1,600
13 CONSTRUCT 24" RC FLARED END SECTION 1 EA $1,900 $1,900
14 CONSTRUCT 36" RC FLARED END SECTION 0 EA $2,700 $0
15 CONSTRUCT 54" RC FLARED END SECTION 1 EA $3,200 $3,200
16 CONSTRUCT 54" I.D. STORM MANHOLE (7)49 VF $750 $36,750
17 CONSTRUCT CONTECH PLATE STEEL ARCH STRUCTURE WITH HEADWALLS 50 LF $2,000 $100,000
18 CONSTRUCT 96" I.D. STORM MANHOLE (3)25 VF $1,400 $35,000
19 EXCAVATION SEDIMENT BASINS 1 LS $22,000 $22,000
MISCELLANEOUS (+ 5%) 1 LS -$29,200
TOTAL ESTIMATED CONSTRUCTION COST:$612,280
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%$857,192
PERMANENT DETENTION FACILITY PURCHASE - DEFERRED TO PHASE 3
REIMBURSABLE ITEMS (PURPLE MARTIN PARKWAY - 50%) QUANTITY UNIT PRICE COST
1 CONSTRUCT 18" RCP, CLASS III 205 LF $54 $11,070
2 CONSTRUCT 42" RCP, CLASS III (D0.01) = 1,350 263 LF $120 $31,560
3 CONSTRUCT 54" RCP, CLASS III (D0.01) = 1,350 87 LF $200 $17,400
4 CONSTRUCT 96" I.D. STORM MANHOLE (3)25 VF $1,400 $35,000
5 CONSTRUCT CURB INLET - TYPE I 2 EA $4,200 $8,400
6 CONSTRUCT 54" I.D. STORM AREA INLET 2 EA $4,500 $9,000
MISCELLANEOUS (+ 5%) 1 LS -$5,600
TOTAL ESTIMATED CONSTRUCTION COST:$118,030
TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $165,242
REIMBURSABLE TOTAL @ 50% $82,621
PARK FEES
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 OMAHA COMMUNITY PARK FEES 40 AC $400 $16,000
TOTAL ESTIMATED CONSTRUCTION COST:$16,000
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20%$19,200
PERMANENT RISER AND OUTLET PIPES
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PERMANENT RISER STRUCTURES 2 EA $15,000 $30,000
2 24" RCP OUTLET PIPES 250 LF $130 $32,500
MISCELLANEOUS (+ 5%) 1 LS -$3,100
TOTAL ESTIMATED CONSTRUCTION COST:$65,600
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%$91,840
GRADING
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 MOBILIZATION 1 LS $10,000 $10,000
2 EARTHWORK (AS EXCAVATION) 148,947 CY $1.70 $253,210
3 CLEAR AND GRUB 1 LS $15,000 $15,000
4 STRIP TOPSOIL 19,307 CY $1.40 $27,030
5 RESPREAD TOPSOIL 19,307 CY $1.40 $27,030
7 SILT FENCE 4,670 LF $3.50 $16,345
5 TEMPORARY SEEDING 1 LS $15,000 $15,000
MISCELLANEOUS (+ 5%) 1 LS -$18,200
TOTAL ESTIMATED CONSTRUCTION COST:$381,815
E & A CONSULTING GROUP PHONE: (402) 895-4700
10909 Mill Valley Road FAX: (402) 895-3599
Omaha, NE 68154
PROJECT : Daybreak, 192nd & FORT ZONING: R4(SINGLE FAMILY) 107 UNITS
DEVELOPER: BSR
AREA (ACRES): 120
JURISDICTION: OMAHA
DATE:12/26/21 updated 3-07-2022
ESTIMATED BY: LAMONTAGNE JOB #: P2020.283.001
PHASE 3 - (For Reference Only)DAYBREAK
SPECIAL G.O. G.O.
ITEM CONSTRCT. TOTAL PRIVATE ASSESS. REIMBURS. NON-REIMB
SANITARY SEWER1 $930,766 $1,134,605 $1,097,715 $36,890
PAVING(INTERIOR) $1,168,635 $1,636,089 $1,384,980 $251,109
WATER (INTERIOR) $616,400 $801,320 $801,320
WATER (EXTERIOR) $43,144 $51,773 $51,773
UNDERGROUND ELECTRICAL $160,500 $224,700 $224,700
STORM SEWER $526,364 $736,910 $87,794 $649,116
192ND STREET IMPROVEMENTS $392,705 $549,788 $549,788
FORT STREET IMPROVEMENTS
NEIGHBORHOOD PARK CONTRIBUTION $100,000 $120,000 $120,000
ADMINISTRATIVE FEE, (1%) $26,258 $31,509 $31,509
PARK FEES $16,000 $19,200 $19,200
GRADING $399,109 $399,109 $399,109
PERMANENT PCSMP RISER AND OUTLET $58,800 $82,320 $82,320
PERMANENT BASIN PURCHASE $388,960 $431,746 $431,746
TOTALS $4,827,641 $6,219,068 $399,109 $3,508,715 $124,684 $2,186,560
PER SINGLE FAMILY LOT $32,792
VALUATION: 107 SING. FAM.@ $495,000 = $52,965,000
TOTAL @ 100% 52,965,000$
TOTAL @ 95% 50,316,750$
G.O. DEBT RATIO = $2,186,560 / 50,316,750$ =4.35%
NOTES:
NOTES:
12/28/2021 update OPPD fees to $1500 per lot
2/28/2022 Added sanitary quantities and first estimate from Avante outfall
1) TOTAL COST INCLUDES REIMBURSEMENT TO AVANTE (see details below on Avante reimbursement)
SANITARY SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 8 INCH SANITARY SEWER PIPE 4,920 LF $55 $270,600
2 CONSTRUCT 8" PVC SANITARY SEWER PIPE (OVER 15' DEPTH) 1,100 LF $60 $66,000
3 6 INCH SANITARY SEWER PIPE 4,100 LF $53 $217,300
4 54 IN. I.D. SANITARY MANHOLE (33) 429 VF $600 $257,400
5 CONSTRUCT 8" DIAMETER DROP CONNECTION (2) 15 VF $465 $6,975
6 CONSTRUCT 6" SANITARTY SEWER SERVICE RISER 20 VF $195 $3,900
7 INSTALL EXTERNAL FRAME SEAL ON SANITARY SEWER MANHOLE 33 EA $490 $16,170
8 CONSTRUCT CONCRETE RING RETAINER 10 EA $640 $6,400
9 CONSTRUCT SANITARY SEWER MANHOLE TAP 2 EA $1,500 $3,000
10 OPEN CUT 16" STEEL CASING WITH 8" SANITARY SEWER (192ND STREET) 100 LF $250 $25,000
11 DIRECT BORE 8" CERTA-LOK PVC PIPE (WETLANDS) 80 LF $250 $20,000
12 CONSTRUCT TYPE B RIP-RAP FOR TRENCH STABILIZATION 60 TN $92.45 $5,547
13 INSTALL BX1100 GEOGRID FOR TRENCH STABILIZATION 130 SY $13.06 $1,698
14 INSTALL GEOTEXTILE FABRIC FOR TRENCH STABILIZATION 150 SY $11.32 $1,698
15 CONSTRUCT FOUNDATION ROCK (3" CLEAN) FOR TRENCH STABILIZATION 40 TN $49.46 $1,978
MISCELLANEOUS (+ 3%) 1 LS - $27,100
TOTAL ESTIMATED CONSTRUCTION COST: $930,766
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $1,303,072
55% REIMBURSEMENT TO AVANTE SANITARY OUTFALL - from Avante Cost Estimate - included in total $205,905
LESS 45% OF AVANTE SANITARY OUTFALL - from Avante Cost Estimate $168,468
TOTAL PROJECT COST $1,134,605
REIMBURSABLE ITEMS (PURPLE MARTIN PARKWAY - 50%) QUANTITY UNIT PRICE COST
1 8 INCH SANITARY SEWER PIPE 440 LF $55 $24,200
2 54 IN. I.D. SANITARY MANHOLE 45 VF $600 $27,000
MISCELLANEOUS (+ 3%) 1 LS -$1,500
TOTAL ESTIMATED CONSTRUCTION COST:$52,700
TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $73,780
REIMBURSABLE TOTAL @ 50% $36,890
PAVING (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 TOTAL 7" P.C. CONCRETE PAVEMENT W/ INT. CURB 18,871 SY $55 $1,037,905
2 EARTHWORK 6,290 CY $4 $25,161
3 ADJUST MANHOLE TO GRADE 25 EA $250 $6,250
4 STREET SIGNS 8 EA $300 $2,400
5 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
6 SEDIMENT BASIN CLEANOUT DURING CONSTRUCTION 1 LS $22,000 $22,000
7 5' P.C. CONCRETE SIDEWALK 117 SF $7 $819
8 TRAFFIC CALMING DEVICES 2 EA $8,000 $16,000
MISCELLANEOUS (+ 2%) 1 LS - $22,900
TOTAL ESTIMATED CONSTRUCTION COST: $1,168,635
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $1,636,089
G.O. ITEMS
1 INTERSECTIONS (TO EOR) AND PCSMP OUTLOT FRONTAGE 1,410 SY $55 $77,550
2 PCSMP OUTLOT FRONTAGE 100 SY $55 $5,500
3 OVERWIDTH 397 SY $55 $21,835
4 EARTHWORK AT G.O. PAVING 636 CY $4 $2,543
5 TRAFFIC CALMING DEVICES 1 EA $8,000 $8,000
6 WHEEL CHAIR RAMPS 16 EA $2,200 $35,200
7 STREET SIGNS 8 EA $300 $2,400
8 SEDIMENT BASIN CLEANOUT 1 LS $22,000 $22,000
9 5' P.C. CONCRETE SIDEWALK 117 SF $7 $819
MISCELLANEOUS (+ 2%) 1 LS - $3,500
G.O. TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $251,109
REIMBURSABLE ITEMS
1/2 PAVEMENT PURPLE MARTIN 0 SY $55 $0
MISCELLANEOUS (+ 2%) 1 LS - $0
REIMBURSABLE TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $0
192ND STREET IMPROVEMENTS
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 ALLOCATION OF NORTH 1/2 OF 192ND STREET CONSTRUCTED W PH. 2 1 LS $392,705 $392,705
TOTAL ESTIMATED CONSTRUCTION COST: $392,705
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $549,788
ELECTRICAL SERVICE
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 ELECTRICAL SERVICE 107 LOTS $1,500 $160,500
TOTAL ESTIMATED CONSTRUCTION COST: $160,500
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $224,700
WATER (INTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 INTERIOR WATER DISTRIBUTION 6,300 LF $90 $567,000
2 INTERIOR GAS DISTRIBUTION DEFICIENCY 1 LS $20,000 $20,000
MISCELLANEOUS (+ 5%) 1 LS - $29,400
TOTAL ESTIMATED CONSTRUCTION COST: $616,400
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 30% $801,320
WATER (EXTERIOR)
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PIONEER MAIN FEES 1 LS $41,044 $41,044
2 192nd STREET WATER MAIN 1 LS $0 $0
MISCELLANEOUS (+ 5%) 1 LS - $2,100
TOTAL ESTIMATED CONSTRUCTION COST: $43,144
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20% $51,773
REIMBURSIBLE $0
STORM SEWER
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 18" RCP, CLASS III 1,636 LF $54 $88,344
2 CONSTRUCT 24" RCP, CLASS III 563 LF $80 $45,040
3 CONSTRUCT 30" RCP, CLASS III 366 LF $95 $34,770
4 CONSTRUCT 36" RCP, CLASS III 95 LF $110 $10,450
5 CONSTRUCT 42" RCP, CLASS III 413 LF $120 $49,560
6 CONSTRUCT 48" RCP, CLASS III 0 LF $150 $0
7 CONSTRUCT 54" RCP, CLASS III 338 LF $200 $67,600
8 CONSTRUCT CURB INLET - TYPE I 15 EA $4,200 $63,000
9 CONSTRUCT CURB INLET - TYPE III 5 EA $4,300 $21,500
10 CONSTRUCT 54" I.D. STORM AREA INLET 1 EA $4,500 $4,500
11 CONSTRUCT 72" I.D. STORM AREA INLET 1 EA $5,500 $5,500
12 CONSTRUCT 18" RC FLARED END SECTION 2 LF $1,600 $3,200
13 CONSTRUCT 24" RC FLARED END SECTION 1 EA $2,400 $2,400
14 CONSTRUCT 42" RC FLARED END SECTION 1 EA $2,700 $2,700
15 CONSTRUCT 54" I.D. STORM MANHOLE (4)28 VF $750 $21,000
16 CONSTRUCT 72" I.D. STORM MANHOLE (4)25 VF $1,100 $27,500
17 CONSTRUCT 96" I.D. STORM MANHOLE (2)23 VF $1,400 $32,200
18 CONSTRUCT CONTECH PLATE STEEL ARCH STRUCTURE WITH HEADWALLS 0 LF $3,500 $0
19 EXCAVATION SEDIMENT BASINS 1 LS $22,000 $22,000
MISCELLANEOUS (+ 5%) 1 LS - $25,100
TOTAL ESTIMATED CONSTRUCTION COST: $526,364
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $736,910
REIMBURSABLE ITEMS (PURPLE MARTIN PARKWAY - 50%) QUANTITY UNIT PRICE COST
1 CONSTRUCT 42" RCP, CLASS III (D0.01) = 1,350 126 LF $120 $15,120
2 CONSTRUCT 54" RCP, CLASS III (D0.01) = 1,350 338 LF $200 $67,600
3 CONSTRUCT 96" I.D. STORM MANHOLE (2)23 VF $1,400 $32,200
4 CONSTRUCT 54" I.D. STORM AREA INLET 1 EA $4,500 $4,500
MISCELLANEOUS (+ 5%) 1 LS -$6,000
TOTAL ESTIMATED CONSTRUCTION COST:$125,420
TOTAL WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $175,588
REIMBURSABLE TOTAL @ 50% $87,794
PERMANENT DETENTION FACILITY PURCHASE
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PERMANENT DETENTION FACILITY ACQUISITION 7 AC $55,000 $388,960
TOTAL ESTIMATED CONSTRUCTION COST: $388,960
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 11% $431,746
PARK FEES
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 OMAHA COMMUNITY PARK FEES 40 AC $400 $16,000
TOTAL ESTIMATED CONSTRUCTION COST: $16,000
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20% $19,200
PERMANENT RISER AND OUTLET PIPES
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 PERMANENT RISER STRUCTURES 2 EA $15,000 $30,000
2 24" RCP OUTLET PIPES 200 LF $130 $26,000
MISCELLANEOUS (+ 5%) 1 LS - $2,800
TOTAL ESTIMATED CONSTRUCTION COST: $58,800
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40% $82,320
GRADING
APPROX. UNIT
NO. ITEM QUANTITY UNIT PRICE COST
1 MOBILIZATION 1 LS $10,000 $10,000
2 EARTHWORK (AS EXCAVATION) 160,518 CY $2 $272,881
3 CLEAR AND GRUB 1 LS $15,000 $15,000
4 STRIP TOPSOIL 19,845 CY $1 $27,783
5 RESPREAD TOPSOIL 19,845 CY $1 $27,783
7 SILT FENCE 3,332 LF $4 $11,662
5 TEMPORARY SEEDING 1 LS $15,000 $15,000
MISCELLANEOUS (+ 5%) 1 LS - $19,000
TOTAL ESTIMATED CONSTRUCTION COST: $399,109
E & A CONSULTING GROUP PHONE: (402) 895-4700
10909 Mill Valley Road FAX: (402) 895-3599
Omaha, NE 68154
PROJECT : Daybreak, 192nd & FORT ZONING: R4(SINGLE FAMILY) 300 UNITS
DEVELOPER: BSR
AREA (ACRES): 120
JURISDICTION: OMAHA
DATE:12/28/21 updated 3-07-2022
ESTIMATED BY:LAMONTAGNE JOB #:P2020.283.001
ALL PHASES - (For Reference Only)DAYBREAK
SPECIAL G.O. G.O.
ITEM CONSTRCT. TOTAL PRIVATE ASSESS. REIMBURS. NON-REIMB
SANITARY SEWER $2,324,853 $3,064,064 $2,964,650 $36,890 $62,524
SANITARY SEWER REIMBURSEMENT TO ENCLAVE FLATS $71,389 $71,389
PAVING(INTERIOR) $3,459,609 $4,843,453 $3,677,717 $90,517 $1,075,218
WATER (INTERIOR) $1,862,590 $2,421,367 $2,421,367
WATER (EXTERIOR) $678,685 $814,422 $173,875 $640,547
UNDERGROUND ELECTRICAL $450,000 $630,000 $630,000
STORM SEWER $1,596,874 $2,235,624 $170,415 $2,065,209
192ND STREET IMPROVEMENTS $1,787,463 $2,513,714 $1,178,316 $1,335,398
FORT STREET IMPROVEMENTS $323,296 $457,788 $0 $457,788
NEIGHBORHOOD PARK CONTRIBUTION** $100,000 $120,000 $120,000
ADMINISTRATIVE FEE, (1%) $73,813 $88,576 $88,576
PARK FEES $48,190 $57,828 $57,828
GRADING $1,209,258 $1,209,258 $1,209,258
PERMANENT PCSMP RISER AND OUTLET $101,900 $142,660 $82,320
PERMANENT BASIN PURCHASE* $388,960 $431,746 $492,086
TOTALS $14,405,492 $19,101,887 $1,209,258 $9,693,734 $1,650,013 $6,548,882
PER SINGLE FAMILY LOT $4,031 $32,312
VALUATION: 300 Single Family
G.O. DEBT RATIO = $6,548,882 / 137,740,500$ =4.75%
NOTES:
12/28/2021 update OPPD fees to $1500 per lot
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S89°47'40"W 1285.55' (M)
N0
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3
3
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2
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9
8
7
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8
5
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(
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N89°26'38"E 50.00' (M)
N00°33'22"W 107.11' (M)
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6
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2
7
3
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3
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N68°25'28"E 153.10' (M)
S21°21'19"E 3.36' (M)
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8
7
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(
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S40°49'48"E 26.95' (M)
N88°03'43"E 42.82' (M)
N67°33'24"E 25.29' (M)
N89°26'21"E 119.15' (M)
S00°33'39"E 125.11' (M)
N89°26'21"E 255.51' (M)
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N51°46'59"E 99.32' (M)
N88°30'01"E 23.49' (M)
S62°13'07"E 107.32' (M)
SECTION CORNER TIES
22.52' NE TO 5/8" REBAR
20.90' SE TO 5/8" REBAR
24.25' SW TO 5/8" REBAR
22.49' NW TO 5/8" REBAR
SECTION CORNER TIES
76.36' ESE TO PK NAIL W/ WASHER
POWER POLE
103.16' SE TO CHISELED "X" BASE
BOLT FIRE HYDRANT
53.62' SOUTH TO BRASS PLUG
76.86' SW TO CHISELED "X" BASE
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CE 1
SB E
SF 1
ET 1
ET 2
ET 3
ET 4
D 1
D 2
MS 1
WS 1
WO 1
GN 2
GN 1 GN 3
GN 4
GN 5
GRADING & EROSION CONTROL REFERENCE NOTES
CONSTRUCT STONE CONSTRUCTION ENTRANCE - See Figure 9.5.2-1 per ORSWDM
CE 1 Construct Stone Construction Entrance
CONSTRUCT DIVERSION - See Figures 9.5.8 & 9.5.9 per ORSWDM
D 1 Diversion Berm, 592 LF
D 2 Diversion Berm, 416 LF
CONSTRUCT EROSION CONTROL TERRACE - See Detail Sheet 3
ET 1 Erosion Control Terrace, 1840 LF
ET 2 Erosion Control Terrace, 1867 LF
ET 3 Erosion Control Terrace, 1523 LF
ET 4 Erosion Control Terrace, 1714 LF
CONSTRUCT SILT FENCE - See Detail Sheet 3
SF 1 Silt Fence, 3075 LF
CONSTRUCT SEDIMENT BASIN
SB E Construct Sediment Basin "E", Including riser structure and outlet pipe.
GENERAL
GN 1 Phase 1 Limits of Construction
GN 2 SWPPP Notification Sign location. Sign shall be provided by the INSPECTOR and
shall conform to Section 9.6.7 of the ORSDM
GN 3 Proposed Topsoil Stockpile location. Contractor shall install wattles along the
perimeter of the stockpile, to prevent sediment displacement.
GN 4 Seed and Mat disturbed area caused by the construction of the Outlet Pipe. Matting
shall be North American Green S-75, Seeding shall be native seed,946 SF
GN 5 The Contractor shall not perform any work within the 192nd Street ROW until the
Engineer has obtained a permit from Douglas County.
GN 6 The Contractor shall not perform any work within wetlands until the Engineer has
obtained a 404 permit.
MS 1 Proposed Material Storage Area. Alternate location shall be approved by the
Inspector. Storage area shall conform to Section 9.6.4 of the ORSDM.
WS 1 Proposed Waste Storage Area. Alternate location shall be approved by the
Inspector. Storage area shall conform to Sections 9.6.2 and 9.6.3 of the ORSDM.
WO 1 Proposed Concrete Washout Facility. Alternate location shall be approved by the
Inspector. Washout facility shall conform to 9.6.8 of the ORSDM.
NO
LEGEND
Proposed Contours1170
1120 Existing Contours
Sediment Basin Perimeter
>>>
Erosion Control Terrace
Fill Areas
Erosion Control Matting
Limits of Construction
SF
Diversion Berm
Silt Fence
Phase Line
Baffle
GN 6
Parkview Lane
19
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Ogden Street
19
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Allied Street
Fort Street
19
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Jaynes Street
18
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66 54
44
43
42
41
40
39
38
37
36
35
34
33
32
10
9
8
7
6
5
4
3
61
75
74
73
72
71
70
69
68
67
55
45
46
47
48
49
50
51
52
53
28
29
15
16
17
18
19
20
21
22
23
24
25
26
27
11
31
SOUTHEAST CORNER
NE1/4 OF THE SE1/4
SEC. 31-T16N-R11E
(5/8" REBAR WITH
CAP LS 787)
SOUTHEAST CORNER
WEST 1/2 OF THE SW1/4
SEC. 32-T16N-R11E
SOUTHWEST CORNER
SEC. 32-T16N-R11E
(BRASS CAP)
(POINT OF BEGINNING)
88
90
100
89
99
98
97
96
95
94
93
92
91
76
77
78
79
80
81
82
83
84
85
86
87
5664
63
62
115' PERMANENT NOISE
ATTENUATION EASEMENT
CENTERLINE
OF CREEKCENT
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117
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115
114
113
112
111
110
109
104
106
105
102
103
101
107
6
SECTION CORNER TIES
22.52' NE TO 5/8" REBAR
20.90' SE TO 5/8" REBAR
24.25' SW TO 5/8" REBAR
22.49' NW TO 5/8" REBAR
SECTION CORNER TIES
76.36' ESE TO PK NAIL W/ WASHER
POWER POLE
103.16' SE TO CHISELED "X" BASE
BOLT FIRE HYDRANT
53.62' SOUTH TO BRASS PLUG
76.86' SW TO CHISELED "X" BASE
BOLT FIRE HYDRANT
14
20' PEDESTRIAN
ACCESS EASEMENT
(SEE NOTE 4)
11
10
OUTLOT "B"
0.115 AC
1.174 AC
OUTLOT "A"
50.0' RIGHT-OF-WAY
TO BE DEDICATED
OUTLOT "C"
1.069 AC
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DEV E
33.26 AC
DEV E RUNOFF 1
3.90 AC
DEV E RUNOFF 2
3.56 AC
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1 inch = ft.
100 100
100
Drainage Area Label
Proposed Drainage Area Boundary
LEGEND
Proposed Storm Sewer System
PCSMP Basin
1120 Proposed Contours
PCSMP Basin Summary
Drainage
Subbasin
Area (AC)
Thru Basin
Area (AC)
Bypass
Water Quality Control
Volume Required (CF)
Water Quality Control
Volume Provided (CF)
E 33.26 7.47 73,925 76,925
Basin E
0.00 AC
X
3:1+20 Line
Center of Channel
x Drainage Impact Point
>Longest Flow Path
E
CITY OF OMAHA TYPE 2 AREA INLET
WITHOUT ORIFICE PLATE - DIAMETER VARIES
NOT TO SCALE
Manhole Cover Deeter 1931 Grated
Inlet Cover or Approved Equal
Outlet Pipe I.E.
See plan & profile
Top of Basin. See plan for
elevation
Bottom of Basin elev.
See plan for elevation
Toe of Basin. See plan for
elevation
Core drill (2) - 3.5" holes through
Inlet at CL Elev. 1213.25'
Holes shall be spaced a minimum
of 8" on center.
City of Omaha Area Inlet Type II, 120" Diameter
Std plate No. 700-17
Outlet Pipe
See Plan & Profile
Throat = 1220.00
Rim = 1221.00
Notes:
1.For conversion to PCSMP Basin, holes at Wet Storage Pool Elevation will be grouted in and new holes will
be drilled at a lower elevation, See PCSMP Plans.
Grout Existing Sediment Basin
Weep Holes
Extended Dry Detention Basin Maintenance Schedule
Task Schedule
Remove Trash and Debris Monthly
Check and Repair any Eroded Areas Monthly - Reseed as Necessary
Outlet/Inlet Inspection and Cleanout - Including Sediment
Buildup at Orifice Plate Monthly
Inspect for Ponding, Washed Out Areas Monthly
Perimeter Mowing and Bank Mowing Above Riser Monthly
Basin Inspection and Cleanout Annually - Remove Sediment when
25% Storage Volume is Lost
Remove Woody Vegetation Along Embankment Annually
Inspect for Structural Damage Annually
Repair Broken Pipes and Flared End Sections As Needed
Replace Riprap That is Choked with Sediment As Needed
Security As Needed
DRY DETENTION BASIN GENERAL NOTES
1 The Contractor shall not remove temporary sediment basins or riser structures until
a Grading Permit Modification has been approved by the City of Omaha and
authorized by the Engineer.
2 The Contractor shall not convert the temporary sediment basins to permanent
detention basins until the entire site has been built out and stabilized with
vegetation.
3 The contractor shall work to minimize compaction by limiting construction traffic and
equipment size within the limits of the basin.
4 Bottom of basin seed mixture shall be United Rain Garden Mixture from United
Seeds, Inc. Planting method and seeding rate shall be .25 to .50 lbs. per 1,000 sq.
ft. Seeding dates: March - June, dormant seeding dates: December - March.
Seed to be covered w/ matting, North American Green S75, or approved equal,
installed per manufacture's recommendation.
5 All remaining disturbed area seed mixture shall be Superturf II NO RYE (sod
grower) lateral spread tall fescue KY Bluegrass Mixture from United Seeds, Inc.
Planting method and seeding rate shall be 10 lbs per 1,000 sq. ft. Seeding dates;
December - March. Seed to be covered w/ matting, North American Green S-150,
or approved equal, installed per manufacturer's recommendation.
6 Contractor to protect from overland silt and runoff during and after construction until
fully stabilized (80% vegetative cover). (Subsidiary)
Parkview Lane
19
0
t
h
S
t
r
e
e
t
18
9
t
h
A
v
e
n
u
e
Ogden Street
19
1
s
t
S
t
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e
e
t
19
0
t
h
A
v
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u
e
Allied Street
Fort Street
19
2
n
d
S
t
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t
Fort Avenue
Jaynes Street
Dev E - Time of Concentration = 13.60 Minutes
Sheet Flow - 50 LF @ 4.00%
Shallow Concentrated Flow - 1213 LF @ 1.50%
Time in Pipe = 1.03 Minutes
Post Construction Stormwater Management Plan Maintenance Agreement And Easement 1
EXHIBIT “I”
BMP Maintenance Requirements
Daybreak
Lots 1-117 & Outlots ‘A’ thru ‘C’ Inclusive
Douglas County
192nd Street and Fort Street
PCSMP Permit # OMA-20210615-5950-P
Grading Permit # OMA-20210615-5950-P
I. Site Data: Total Site Area 40 Ac.
Disturbed Area 40 Ac. Undisturbed Area 0 Ac.
Impervious Area Before Construction 0%
Impervious Area After Construction 60%
II. General BMP Information
BMP ID Name BMP Location
Extended Dry Detention Basin ‘E’ Outlot ‘C’
III. BMP Site Location Map (attached)
IV. Routine Maintenance Tasks and Schedule for typical BMPs
Extended Dry Detention Basin Maintenance Tasks and Schedule
Task Schedule
Remove trash and debris Monthly
Check and repair eroded areas Monthly
Outlet/Inlet Inspection and Cleanout – Including Sediment
on Oriface Plates
Monthly
Inspect for Ponding, Washed Out Areas Monthly
Perimeter and Bank Mowing Above Riser Monthly
Basin Inspection and Cleanout As needed
Remove Woody Vegetation Along Embankment Annually
Inspect for Structural Damage Annually
Repair Broken Pipes and Flared End Sections As Needed
Replace Rip Rap Choked with Sediment As Needed
Security As Needed
V. The District shall perform maintenance and inspection in accordance with the
above table. A written report of all maintenance and inspections shall be
prepared annually and kept on file by the District for a period covering the last 3
years at all times. The first report shall be prepared within one year of As-Built
Certification. Upon request of the City, the District shall provide copies of the
annual maintenance inspection reports within three (3) business days.
Insert BMP Maintenance Requirements
(see Guidance Document for Information Needed)