RES 2022-0006 - Falling Waters (Lots 348-429 and Outlot H) - Subdivision Agreement
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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 "C".
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 “B”.
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 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 three (3) 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.
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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.
H. Post-construction stormwater management features and related appurtenances shall be constructed on Outlot
“H” as per Exhibit “A”. The plans and specifications for modification of the existing basin, if required, for
said stormwater management improvements for this Area to be Developed 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 “D” and are subject to the approval
of the City. The City has assigned a project number of OMA-00050618-257-1 to these plans.
I. 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 “E”. 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.
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.
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 “C”.
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.
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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 “F”. 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 SIDs
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 District shall coordinate with adjacent
future developments for a cost sharing agreement.
2. Trails / Boulevard Fee. There will be no S.I.D. 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 S.I.D. 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 348-429, Residential,
23.23 Acres @ $400.00 per acre $9,292.00
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TOTAL: $9,292.00
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 $12,030.00, 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 “G”, 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 certifications.
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 purchase price paid by the District for
Outlot “H”, Falling Waters shall be equal to the Subdivider’s acquisition price (on a per acre basis)
for such land. The District shall own and maintain Outlot “H”, Falling Waters in accordance with
the maintenance agreement contained herein as Exhibit “E”. 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, 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 of the District is estimated to be $885,049, as shown on the Source & Use of
Funds, Exhibit “G”. The District valuation for these 82 single family lots is estimated to be $25,092,000, as shown
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on Exhibit “G”, for a debt ratio of 3.53%. The General Obligation of the District shall be incurred only for costs
identified as General Obligation-eligible costs in this Agreement, for these 82 lots, and shall not exceed the District
engineer’s estimate of probable cost of $885,049, as shown on Exhibit “G,” 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, for these 82 lots, be in excess of 4% of estimated
valuations.
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 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
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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
$100.00 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.
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
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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
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.
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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 348-429, Single Family or Duplex Residential,
82 Units @ $1,364.00 $111,848.00
TOTAL: $111,848.00
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.
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 FY2021, the fee would be as follows:
Lots 348-429, Single Family Residential,
82 Units @ $954.00 $78,228.00
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TOTAL: $78,228.00
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. Outlot “H” shall be used for Post Construction Stormwater Management and will be owned and maintained
by the District.
C. No separate administrative entity nor joint venture, among the parties, is deemed created by virtue of the
Subdivision Agreement.
D. The administration of this Subdivision Agreement shall be through the offices of the undersigned officers
for their respective entities.
E. This Subdivision Agreement shall be binding upon the parties, their respective successors and assigns and
runs with and only applies to the land shown on Exhibit "A"”.
F. 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.
G. The District shall make a payment in the amount of $800,000.00 to Sarpy County School District No. 77-
0037, also known as Gretna Public Schools, for prior construction of public improvements to “Z” Street.
$700,000.00 shall be paid to Gretna Public Schools by the District upon recordation of the Final Plat of
Falling Waters Lots 348-429. The remaining $100,000.00 shall be paid at such time as the District's
municipal/financial advisor determines that such payment/reimbursement arrangement is fiscally
responsible, but in no event later than December 31, 2023. Any delay of payment/reimbursement shall be
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reasonable under the totality of District's circumstances and shall not constitute a relief of District's
payment/reimbursement responsibility and shall not require the District's total combined ad valorem
property tax levy (both general and bond fund levies) to exceed 88 cents per $100 taxable valuation. Until
such time as the remaining $100,000.00 is paid to Gretna Public Schools, the total combined ad valorem
property tax levy (both general and bond fund levies) of the District shall remain at a minimum of 88 cents per
$100 taxable valuation. The $800,000.00 payment to the Gretna Public Schools for previously constructed
“Z” Street Improvements shall be allocated as $295,629.00 as a special assessment and $504,371.00 as
general obligation to the District.
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SUBDIVISION AGREEMENT EXHIBITS
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING & STORM SEWER
EXHIBIT C SANITARY SEWER
EXHIBIT D POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
EXHIBIT E PCSMP MAINTENANCE AGREEMENT
EXHIBIT F SEDIMENT & EROSION CONTROL PLAN
EXHIBIT G SOURCE AND USE OF FUNDS
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E
E
T
WASHINGTON STREET
406
396
395
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393
392
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380 381 382 383
379
375376377378
373 371374372 370
385386387388
365 366 367 368
361 362 363 364
12
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76.00'
92.85'
4
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76.86'
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2
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18
4
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130.49'
7
8
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130.00'
80
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74
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130.00'
74
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130.89'
75
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63
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8
9
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130.00'
74
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74
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36.15'
89
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89.33'
13
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77.50'
56
.
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76.00'
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13
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76.00'
76.00'76.00'
76.00'
1
3
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76.00'76.00'
76.00'
76.00'
13
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76.00'
76.00'
76.00'
81.23'
87.04' N.R.
88
.
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13
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86.52'
92
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76.01'
13
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3
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76.03'
13
3
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76.02'
1
3
5
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1
9
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76.02'
13
7
.
1
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76.00'
87.93'
92
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4
6
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76.04'
2
0
0
T
H
A
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E
2
0
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T
H
A
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U
E
8
6
°
4
2
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1
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88
°
3
2
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5
1
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88
°
3
2
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5
1
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88
°
3
2
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5
1
"
88
°
5
9
'
4
4
"
397
130.49' N.R.
86°
4
2
'
4
3
"
90°23'5
7
"
93°09'
3
7
"
91°5
2
'
3
5
"
92°46'
4
1
"
88°41'2
9
"
174°48'0
5
"
16.13'
9.
8
2
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4.
5
9
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3
0
.
7
8
'
29.31'
22
.
9
5
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132°
3
2
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2
8
"
132
°
3
2
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2
8
"
11.4
9
'
32
.
6
4
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87
°
4
5
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1
2
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38
.
4
4
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13
6
°
5
8
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3
1
"
1
2
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4
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11
.
6
7
'
1
3
3
°
2
1
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0
6
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13
3
°
2
1
'
0
6
"
12.
3
6
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136
°
3
8
'
5
4
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136
°
3
8
'
5
4
"
27.68'
2
1
.
2
9
'
49
.
5
6
'
(710.96')
(
6
7
.
6
2
'
)
(
2
4
9
.
1
2
'
)
(
1
8
1
.
5
0
'
)
(86°42'13")
(85°04'56")
(2
2
.
6
3
'
)
(
2
0
6
.
3
2
'
)
(2
0
9
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9
4
'
)
(5
7
7
.
8
6
'
)
(14.10')
(9
6
.
9
5
'
)
(1
4
2
.
4
8
'
)
(1
2
8
.
3
8
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)
(47.87')
(411.53')
CINNAMON STREET
6
7
.
0
8
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5
0
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8
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50
.
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50
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67.00'
50.00'
17
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3
3
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12.02'
3
8
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2
6
'
SEE DETAIL "A"
50
.
0
0
'
22
.
6
3
'
49
.
8
5
'
12.02'12.02'
425
0.623 AC
OUTLOT "H"
76.00'
13
0
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0
0
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13
0
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0
0
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13
0
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76.00'
32.99'
53.71'
39.43'
47.87'
154.07'
63
.
2
9
'
14.55'
74
.
1
0
'
27.77'
47.87'
60.01'74.76'
11
7
.
5
0
'
12.02'17.68'
14.74'
36.40'36.05'
12.72'
1
3
8
°
2
6
'
5
2
"
27.77'
16.57'
54.60'
10.88'
22
.
6
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7
8
9
26
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1
7
'
4
7
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3
9
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67
.
1
4
'
18.63'
66.25'62.26'
50.00'
50
.
0
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'
(27.77
'
)
84.36'
84.56'
49
.
3
0
'
50.00'
50.00'
67.00'
(5
7
.
8
0
'
)
90°37'
3
7
"
N87°14'48"E 154.07' (M)
S02°45'12"E 63.29' (P & M)
R=375.00', L=14.55'
CH=S01°38'31"E 14.55' (P & M)
S00°31'49"E 74.10' (P & M)
"Z" ST.
S41°01'19"W 12.72' (P & M)
R=150.00', L=11.19'
CH=S78°48'47"W 11.19' (P & M)
S13°19'27"E 50.00' (P & M)
S50°42'02"E 10.88' (P & M)
N89°48'37"E 50.00' (P & M)
R=125.00', L=0.74'
CH=N00°21'36"W 0.74' (P & M)
N00°31'49"W 0.72' (P & M)
N42°08'03"E 12.50' (P & M)
R=150.00', L=39.43'
CH=N75°38'38"E 39.32' (P & M)
N68°06'45"E 53.71' (P & M)
R=100.00', L=33.39'
CH=N77°40'43"E 33.24' (P & M)
50
.
0
0
'
S02°45'20"E 130.00' (P & M)
N47°45'27"W 17.68' (P & M)
N02°45'20"W 117.50' (P & M)348349
N87°14'45"E 14.74' (P & M)
N87°14'41"E 134.77' (M)
S02°45'19"E 121.50' (P & M)
S42°14'41"W 12.02' (P & M)
S87°14'41"W 149.71' (P & M)
369 S02°45'19"E 180.00' (P & M)
N87°14'41"E 12.81' (P & M)
S47°45'19"E 12.02' (P & M)
S02°45'19"E 56.09' (P & M)
R=425.00', L=27.25'
CH=S04°35'31"E 27.24' (P & M)
S06°25'43"E 38.26' (P & M)
S87°14'41"W 318.07' (P & M)
S02°45'19"E 130.00' (P & M)
S87°14'41"W 14.73' (P & M)
384
S02°45'19"E 180.00' (P & M)
S85°47'31"W 316.00' (P & M
)S86°14'24"W 76.01' (P & M)
S01°57'41"E 4.49' (P & M)
389
130.00'
S88°02'19"W 180.00' (P & M)
S
0
1
°
5
7
'
4
1
"
E
4
6
1
.
1
3
'
(
P
&
M
)
R=775.00', L=36.15'
CH=S86°42'09"W 36.14' (P & M)
S88°02'19"W 275.87' (P & M)
87.37'121.50'
N0
1
°
5
7
'
4
1
"
W
1
3
9
9
.
1
3
'
(
M
)
1
3
0
.
0
0
'
3
4
5
6
2
1
NORTHEAST CORNER
OF THE SW1/4
SECTION 07-T14N-R11E
(POINT OF BEGINNING
TRACT 2)
10
9
1
°
2
7
'
0
9
"
90°26
'
5
3
"
64
.
2
7
'
50
.
0
0
'
50.00'
50.00'
50
.
0
0
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50.00'
50
.
0
0
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50.00'
50
.
0
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50.00'
50
.
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50.00'
50
.
0
0
'
414
415
416
417
418
419
420
429
428
427
426
423
424
421
422
411
408
409
410
413
412
407
401
405
404
402
399
400
403
130.49'
68
.
1
4
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7
4
.
3
4
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131.00'
6
2
.
8
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7
4
.
0
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131.00'
7
4
.
0
0
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130.40'
6
9
.
4
8
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131.00'42
.
7
4
'
56
.
6
1
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130.81'
74
.
0
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74
.
0
0
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130.00'
74
.
0
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132.00'
49
.
8
0
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74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
83
.
2
2
'
75
.
5
6
'
130.79'
41
.
6
4
'
133.08'
71
.
1
0
'
7
1
.
2
8
'
138.16'
71
.
1
0
'
7
1
.
2
8
'
143.25'
71
.
1
0
'
25
.
0
9
'
144.82'
71
.
1
0
'
71
.
2
8
'
139.69'
71
.
1
0
'
71
.
2
8
'
134.57'
71
.
1
0
'
55
.
4
1
'
130.00'
71
.
1
0
'
70
.
7
6
'
130.00'
71
.
1
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
72
.
6
0
'
81
.
1
0
'
7.91'
12
.
6
0
'
19
.
2
0
'
179
°
3
3
'
0
7
"
179°22'23
"17.39'
0.
3
4
'
15
.
8
5
'
11
.
9
7
'
34
.
1
9
'
28
.
1
9
'
4
.
0
7
'
2
9
.
5
7
'
2
3
.
1
0
'
85°52'35
"
85°52'35
"
85°52'35
"
94°34'1
8
"
90
°
3
7
'
3
7
"
85°5
4
'
3
5
"
85°5
4
'
3
5
"
85°5
4
'
3
5
"
84°
5
4
'
4
1
"
179°3
6
'
0
3
"
1.34'
69
.
8
4
'
177°13'
1
9
"
17.39'
174°
5
7
'
4
8
"
85°35'5
9
"
71
.
4
1
'
1.57'
89°22'23"
350
358
351
359
352
360
353398354355356357
93.71'12.02'
78.93'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'
12.0
2
'
N87°14'40"E 999.64' (P&M)
(27.77
'
)
S87°14'40"W
128.51' (M)POINT OF BEGINNING
TRACT 1
8
9
°
5
9
'
5
6
"
90
°
0
0
'
0
3
"
SEE
DETAIL "B"
1
5
9
.
5
5
'
N
.
R
.
11
399
12.5
0
'
0.
7
2
'
31
.
8
0
'
CENTERLINE CURVE TABLE
CURVE
1
2
3
4
5
6
7
8
9
RADIUS
125.00'
125.00'
100.00'
285.15'
200.00'
200.00'
800.00'
800.00'
800.00'
LENGTH
45.50'
20.71'
24.84'
100.01'
28.67'
14.39'
46.03'
114.69'
57.58'
TANGENT
23.01'
10.38'
12.48'
50.53'
14.36'
7.20'
23.02'
57.44'
28.80'
DELTA
20°51'26"
9°29'40"
14°13'54"
20°05'44"
8°12'51"
4°07'25"
3°17'47"
8°12'51"
4°07'25"
RIGHT OF WAY CURVE TABLE
Curve
10
11
RADIUS
75.00'
125.00'
LENGTH
18.63'
31.80'
TANGENT
9.36'
15.98'
CHORD BEARING
S06°55'27"W
N06°45'24"E
CHORD LENGTH
18.58'
31.71'
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FALLING WATERS
LOTS 348 THRU 429 & OUTLOT "H" INCLUSIVE
A TRACT OF LAND LOCATED IN PART OF THE NW1/4 OF THE SE1/4, AND PART OF THE SE1/4 OF THE SW1/4,
AND PART OF THE NE1/4 OF THE SW1/4, ALL LOCATED IN SECTION 07, TOWNSHIP 14 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
PLATTEDP
MEASUREDM
5/8" REBAR SET W/CAP LS-608
MONUMENTS FOUND (5/8" REBAR)
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 FALLING WATERS (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 FALLING WATERS (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITY PLANNING
BOARD.
_________________________________________________________________
CHAIRMAN OF CITY PLANNING BOARD DATE
OMAHA CITY COUNCIL ACCEPTANCE
THIS PLAT OF FALLING WATERS (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 FALLING WATERS (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 FALLING
WATERS (THE LOTS NUMBERED AS SHOWN). A TRACT OF LAND LOCATED IN PART OF THE NW1/4 OF THE
SE1/4, AND PART OF THE SE1/4 OF THE SW1/4, AND PART OF THE NE1/4 OF THE SW1/4, ALL LOCATED IN
SECTION 07, TOWNSHIP 14 NORTH, RANGE 11 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA.
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
TRACT 1
BEGINNING AT THE NORTHWEST CORNER OF LOT 322, FALLING WATERS, A SUBDIVISION LOCATED IN
PART OF SAID SECTION 7; THENCE S02°45'20"E (ASSUMED BEARING) ALONG THE WEST LINE OF SAID LOT
322, FALLING WATERS, A DISTANCE OF 130.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 322,
FALLING WATERS, SAID POINT ALSO BEING ON THE NORTHERLY LINE OF LOT 316, SAID FALLING WATERS;
THENCE S87°14'41"W ALONG THE NORTH LINE OF SAID LOTS 315 AND 316, SAID FALLING WATERS, A
DISTANCE OF 149.71 FEET TO THE NORTHWEST CORNER OF SAID LOT 315, FALLING WATERS; THENCE
S02°45'19"E ALONG THE WEST LINE OF SAID LOT 315, FALLING WATERS, A DISTANCE OF 180.00 FEET TO A
POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF CINNAMON STREET; THENCE EASTERLY ALONG SAID
SOUTHERLY RIGHT-OF-WAY LINE OF CINNAMON STREET ON THE FOLLOWING TWO (2) DESCRIBED
COURSES; (1) THENCE N87°14'41"E, A DISTANCE OF 12.81 FEET; (2) THENCE S47°45'19"E, A DISTANCE OF
12.02 FEET TO THE POINT OF INTERSECTION OF SAID SOUTHERLY RIGHT-OF-WAY LINE OF CINNAMON
STREET AND THE WESTERLY RIGHT-OF-WAY LINE OF LINE OF 198TH STREET; THENCE SOUTHERLY
ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF LINE OF 198TH STREET ON THE FOLLOWING THREE (3)
DESCRIBED COURSES; (1) THENCE S02°45'19"E, A DISTANCE OF 56.09 FEET; (2) THENCE SOUTHEASTERLY
ON A CURVE TO THE LEFT WITH A RADIUS OF 425.00 FEET, A DISTANCE OF 27.25 FEET, SAID CURVE
HAVING A LONG CHORD WHICH BEARS S04°35'31"E, A DISTANCE OF 27.24 FEET; (3) THENCE S06°25'43"E, A
DISTANCE OF 38.26 FEET TO THE NORTHEAST CORNER OF LOT 314, SAID FALLING WATERS; THENCE
S87°14'41"W ALONG THE NORTH LINE OF LOTS 311 THRU 314, SAID FALLING WATERS, A DISTANCE OF
318.07 FEET TO THE NORTHWEST CORNER OF SAID LOT 311, FALLING WATERS; THENCE S02°45'19"E
ALONG THE WEST LINE OF SAID LOT 311, FALLING WATERS, A DISTANCE OF 130.00 FEET TO THE
SOUTHWEST CORNER OF SAID LOT 311, FALLING WATERS, SAID POINT ALSO BEING ON THE NORTHERLY
RIGHT-OF-WAY LINE OF WASHINGTON STREET; THENCE S87°14'41"W ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE OF WASHINGTON STREET, A DISTANCE OF 14.73 FEET; THENCE S02°45'19"E ALONG
THE WEST LINE OF LOT 310, SAID FALLING WATERS, A DISTANCE OF 180.00 FEET TO THE SOUTHWEST
CORNER OF SAID LOT 310, FALLING WATERS, SAID POINT ALSO BEING ON THE NORTHERLY LINE OF LOT
302, SAID FALLING WATERS; THENCE WESTERLY ON THE NORTH LINE OF LOTS 298 THRU 302, SAID
FALLING WATERS ON THE FOLLOWING TWO (2) DESCRIBED COURSES; (1) THENCE S86°14'24"W, A
DISTANCE OF 76.01 FEET; (2) THENCE S85°47'31"W, A DISTANCE OF 316.00 FEET TO THE NORTHWEST
CORNER OF SAID LOT 298, FALLING WATERS; THENCE S01°57'41"E ALONG THE WEST LINE OF SAID LOT
298, FALLING WATERS, SAID LINE ALSO BEING THE EAST RIGHT-OF-WAY LINE OF 200TH STREET, A
DISTANCE OF 4.49 FEET; THENCE S88°02'19"W ALONG THE NORTH LINE OF LOT 287, SAID FALLING
WATERS, A DISTANCE OF 180.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 287, FALLING WATERS;
THENCE S01°57'41"E ALONG THE WEST LINE OF LOTS 282 THRU 287, SAID FALLING WATERS, A DISTANCE
OF 461.13 FEET TO THE SOUTHWEST CORNER OF SAID LOT 282, FALLING WATERS, SAID POINT ALSO
BEING ON THE NORTHERLY RIGHT-OF-WAY LINE OF MADISON STREET; THENCE WESTERLY ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE OF MADISON STREET ON THE FOLLOWING TWO (2) DESCRIBED
COURSES; (1) THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT WITH A RADIUS OF 775.00 FEET, A
DISTANCE OF 36.15 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS S86°42'09"W, A DISTANCE
OF 36.14 FEET; (2) THENCE S88°02'19"W, A DISTANCE OF 275.87 FEET; THENCE N01°57'41"W, A DISTANCE
OF 1399.13 FEET TO A POINT ON THE NORTH LINE OF SAID SW1/4 OF SECTION 07; THENCE N87°14'48"E
ALONG SAID NORTH LINE OF SW1/4 OF SECTION 07, A DISTANCE OF 154.07 FEET TO A POINT ON THE
WESTERLY RIGHT-OF-WAY LINE OF 200TH AVENUE; THENCE SOUTHERLY ALONG SAID WESTERLY
RIGHT-OF-WAY LINE OF 200TH AVENUE ON THE FOLLOWING THREE (7) DESCRIBED COURSES; (1) THENCE
S02°45'12"E, A DISTANCE OF 63.29 FEET; (2) THENCE SOUTHEASTERLY ON A CURVE TO THE RIGHT WITH A
RADIUS OF 375.00 FEET, A DISTANCE OF 14.55 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS
S01°38'31"E, A DISTANCE OF 14.55 FEET; (3) THENCE S00°31'49"E, A DISTANCE OF 74.10 FEET; (4) THENCE
S41°01'19"W, A DISTANCE OF 12.72 FEET; (5) THENCE SOUTHWESTERLY ON A CURVE TO THE LEFT WITH A
RADIUS OF 150.00 FEET, A DISTANCE OF 11.19 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS
S78°48'47"W, A DISTANCE OF 11.19 FEET; (6) THENCE S13°19'27"E, A DISTANCE OF 50.00 FEET; (7) THENCE
S50°42'02"E, A DISTANCE OF 10.88 FEET TO THE POINT OF INTERSECTION OF THE SOUTHERLY
RIGHT-OF-WAY LINE OF "Z" STREET AND SAID WESTERLY RIGHT-OF-WAY LINE OF 200TH AVENUE; THENCE
EASTERLY ON SAID SOUTHERLY RIGHT-OF-WAY LINE OF "Z" STREET ON THE FOLLOWING EIGHT (8)
DESCRIBED COURSES: (1) THENCE N89°48'37"E, A DISTANCE OF 50.00 FEET; (2) THENCE
NORTHWESTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 125.00 FEET, A DISTANCE OF 0.74 FEET,
SAID CURVE HAVING A LONG CHORD WHICH BEARS N00°21'36"W, A DISTANCE OF 0.74 FEET; (3) THENCE
N00°31'49"W, A DISTANCE OF 0.72 FEET; (4) THENCE N42°08'03"E, A DISTANCE OF 12.50 FEET; (5) THENCE
NORTHEASTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 150.00 FEET, A DISTANCE OF 39.43 FEET,
SAID CURVE HAVING A LONG CHORD WHICH BEARS N75°38'38"E, A DISTANCE OF 39.32 FEET; (6) THENCE
N68°06'45"E, A DISTANCE OF 53.71 FEET; (7) THENCE NORTHEASTERLY ON A CURVE TO THE RIGHT WITH
A RADIUS OF 100.00 FEET, A DISTANCE OF 33.39 FEET, SAID CURVE HAVING A LONG CHORD WHICH
BEARS N77°40'43"E, A DISTANCE OF 33.24 FEET; (8) THENCE N87°14'40"E, A DISTANCE OF 999.64 FEET TO
THE POINT OF BEGINNING.
TOGETHER WITH
TRACT 2
BEGINNING AT THE NORTHEAST CORNER OF SAID SW1/4 OF SECTION 07, SAID POINT ALSO BEING THE
NORTHWEST CORNER OF SAID SE1/4 OF SECTION 07, AND ALSO BEING ON THE EASTERLY RIGHT-OF-WAY
LINE OF 199TH AVENUE, AND ALSO BEING THE SOUTHWEST CORNER OF OUTLOT "B", ARBOR GATE, A
SUBDIVISION LOCATED IN THE SOUTH 1/2 OF THE NE1/4 OF SAID SECTION 07; THENCE N87°14'41"E
(ASSUMED BEARING) ALONG THE NORTH LINE OF SAID SE1/4 OF SECTION 07, SAID LINE ALSO BEING THE
SOUTH LINE OF OUTLOT "B", AND LOTS 364 AND 365, SAID ARBOR GATE, A DISTANCE OF 134.77 FEET TO A
POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF 198TH STREET; THENCE S02°45'19"E ALONG SAID
WESTERLY RIGHT-OF-WAY LINE OF 198TH STREET, A DISTANCE OF 121.50 FEET TO THE POINT OF
INTERSECTION OF SAID WESTERLY RIGHT-OF-WAY LINE OF 198TH STREET AND THE NORTHERLY
RIGHT-OF-WAY LINE OF "Z" STREET; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF "Z"
STREET ON THE FOLLOWING THREE (3) DESCRIBED COURSES; (1) THENCE S42°14'41"W, A DISTANCE OF
12.02 FEET; (2) THENCE S87°14'40"W, A DISTANCE OF 128.51 FEET; (3) THENCE N47°45'27"W, A DISTANCE
OF 17.68 FEET TO THE POINT OF INTERSECTION OF SAID NORTHERLY RIGHT-OF-WAY LINE OF "Z" STREET
AND SAID EASTERLY RIGHT OF LINE OF 199TH AVENUE; THENCE N02°45'20"W ALONG SAID EASTERLY
RIGHT OF LINE OF 199TH AVENUE, A DISTANCE OF 117.50 FEET TO A POINT ON SAID NORTH LINE OF
SW1/4 OF SECTION 07; THENCE N87°14'45"E ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF 199TH
AVENUE, SAID LINE ALSO BEING SAID NORTH LINE OF SW1/4 OF SECTION 07, A DISTANCE OF 14.74 FEET
TO THE POINT OF BEGINNING.
SAID TRACT 1 CONTAINS 992,539 SQUARE FEET OR 22.786 ACRES, MORE OR LESS.
SAID TRACT 2 CONTAINS 19,323 SQUARE FEET OR 0.444 ACRES, MORE OR LESS.
TOTAL LAND CONTAINS 1,011,862 SQUARE FEET OR 23.230 ACRES, MORE OR LESS.
___________________________________________ ______________________________
ERIC A. SCHABEN, LS-608 DATE
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, BSR-FW, LLC, 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 FALLING WATERS (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 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.
BSR-FW, LLC
_________________________________________________________
DENNIS VAN MOORLEGHEM DATE
MANAGING 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, MANAGING
MEMBER OF BSR-FW, LLC, 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/HER
VOLUNTARY ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
______________________________________
NOTARY PUBLIC
NOTES:
1.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
2.ALL LOT LINES ARE RADIAL TO CURVED STREETS UNLESS SHOWN AS NONRADIAL (N.R.).
3.ALL EASEMENTS THAT ARE NOT LABELED WITH ANY RECORDING INFORMATION WILL BE RECORDED
BY A SEPARATE DOCUMENT.
4.THE CHAMFERS FOR SIDEWALKS ON CORNER LOTS ARE SET AT EIGHT AND HALF FEET (8.5') RADII
FROM THE INTERSECTION OF RIGHT-OF-WAY LINES, EXCEPT FOR THE CHAMFER ON LOT 349. LOT
349 CHAMFER IS SET AT TWELVE AND HALF FEET (12.5') RADII. NO ANGLES SHOWN WHEN
RIGHT-OF-WAY LINES HAVE 90° ANGLE.
DETAIL "B"
(LOT 399)
NO SCALE
DETAIL "A"
(LOTS 398 & 399)
NO SCALE
406
396
395
394
393
392
391
390
380 381 382 383
379
375376377378
373 371374372 370
385386387388
365 366 367 368
361 362 363 364
12
1
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76.00'
1
3
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1
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76.00'
74.00'
76.00'
76.00'
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76.00'
76.00'
13
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76.00'
74.00'
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76.00'
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76.00'
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74.00'
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76.00'
92.85'
4
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49
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74.00'
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74.00'
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74.00'
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76.86'
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2
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18
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130.49'
7
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130.00'
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130.00'
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130.00'
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130.00'
7
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130.00'
80
.
3
3
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74
.
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130.00'
74
.
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130.89'
75
.
2
6
'
63
.
8
9
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130.00'
74
.
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74
.
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36.15'
89
.
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89.33'
13
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77.50'
56
.
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7
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74.06'
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74.06'
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76.00'
76.00'
13
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76.00'
76.00'76.00'
76.00'
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76.00'76.00'
76.00'
76.00'
13
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76.00'
76.00'
76.00'
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76.00'
76.00'
76.00'
81.23'
87.04' N.R.
88
.
9
7
'
13
0
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76.00'
13
0
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76.00'
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76.00'
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76.00'
13
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86.52'
92
.
6
4
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76.01'
13
1
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3
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76.00'
76.03'
1
3
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76.00'
76.02'
13
5
.
1
9
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76.00'
76.02'
13
7
.
1
1
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76.00'
87.93'
92
.
4
6
'
76.04'
397
130.49' N.R.
16.13'
9.
8
2
'
4.
5
9
'
3
0
.
7
8
'
29.31'
22
.
9
5
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11.4
9
'
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2
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6
4
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38
.
4
4
'
1
2
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11
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7
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12.
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27.68'
2
1
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49
.
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12.02'
3
8
.
2
6
'
22
.
6
3
'
12.02'12.02'
425
0.623 AC
OUTLOT "H"
76.00'
1
3
0
.
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1
3
0
.
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1
3
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76.00'
32.99'
53.71'
39.43'
47.87'
154.07'
63
.
2
9
'
14.55'
74
.
1
0
'
27.77'
47.87'
60.01'74.76'
11
7
.
5
0
'
12.02'17.68'
14.74'
36.40'36.05'
12.72'
27.77'
16.57'
54.60'
10.88'
22
.
6
3
'
26
.
1
7
'
4
7
.
3
9
'
67
.
1
4
'
18.63'
66.25'62.26'
84.36'
84.56'
49
.
3
0
'
348349
369
384
389
130.00'
87.37'121.50'
1
3
0
.
0
0
'
NORTHEAST CORNER
OF THE SW1/4
SECTION 07-T14N-R11E
(POINT OF BEGINNING
TRACT 2)
10
64
.
2
7
'
414
415
416
417
418
419
420
429
428
427
426
423
424
421
422
411
408
409
410
413
412
407
401
405
404
402
399
400
403
130.49'
68
.
1
4
'
7
4
.
3
4
'
131.00'
6
2
.
8
4
'
7
4
.
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131.00'
7
4
.
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130.40'
6
9
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4
8
'
131.00'42
.
7
4
'
56
.
6
1
'
130.81'
74
.
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74
.
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130.00'
74
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132.00'
49
.
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74
.
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132.00'
74
.
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74
.
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132.00'
74
.
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0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
83
.
2
2
'
75
.
5
6
'
130.79'
41
.
6
4
'
133.08'
71
.
1
0
'
7
1
.
2
8
'
138.16'
71
.
1
0
'
7
1
.
2
8
'
143.25'
71
.
1
0
'
25
.
0
9
'
144.82'
71
.
1
0
'
71
.
2
8
'
139.69'
71
.
1
0
'
71
.
2
8
'
134.57'
71
.
1
0
'
55
.
4
1
'
130.00'
71
.
1
0
'
70
.
7
6
'
130.00'
71
.
1
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
72
.
6
0
'
81
.
1
0
'
7.91'
12
.
6
0
'
19
.
2
0
'
17.39'
0.
3
4
'
15
.
8
5
'
11
.
9
7
'
34
.
1
9
'
28
.
1
9
'
4
.
0
7
'
29
.
5
7
'
2
3
.
1
0
'
1.34'
69
.
8
4
'
17.39'
71
.
4
1
'
1.57'
350
358
351
359
352
360
353398354355356357
93.71'12.02'
78.93'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'
12.0
2
'
39953.71'0.40'32.99'398
399
12.5
0
'
0.
7
2
'
31
.
8
0
'
1
5
9
.
5
5
'
N
.
R
.
24
"
18"
2
4
"
24
"
1
8
"
Da
t
e
E
&
A
C
O
N
S
U
L
T
I
N
G
G
R
O
U
P
,
I
N
C
.
En
g
i
n
e
e
r
i
n
g
· P
l
a
n
n
i
n
g
· E
n
v
i
r
o
n
m
e
n
t
a
l
&
F
i
e
l
d
S
e
r
v
i
c
e
s
10
9
0
9
M
i
l
l
V
a
l
l
e
y
R
o
a
d
,
S
u
i
t
e
1
0
0
· O
m
a
h
a
,
N
E
6
8
1
5
4
Ph
o
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e
:
4
0
2
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8
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5
.
4
7
0
0
· F
a
x
:
4
0
2
.
8
9
5
.
3
5
9
9
ww
w
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e
a
c
g
.
c
o
m
De
s
c
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p
t
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n
Re
v
i
s
i
o
n
s
No
K:
\
P
r
o
j
e
c
t
s
\
2
0
1
4
\
2
6
0
\
p
0
1
\
P
l
a
n
s
\
F
I
N
A
L
P
L
A
T
E
X
H
I
B
I
T
S
\
P
A
V
I
N
G
A
N
D
S
T
O
R
M
E
X
H
I
B
I
T
-
0
0
0
.
d
w
g
1/
8
/
2
0
2
1
1
1
:
0
7
A
M
Ma
t
t
h
e
w
T
a
y
l
o
r
0
1 inch = ft.
100 100
100
of
Dr
a
w
n
B
y
:
De
s
i
g
n
e
d
B
y
:
Da
t
e
:
Pr
o
j
N
o
:
Sh
e
e
t
:
Sc
a
l
e
:
P2
0
1
4
.
2
6
0
.
0
0
1
10
/
0
9
/
2
0
2
0
FJ
R
AS
B
AS
S
H
O
W
N
1
1
FA
L
L
I
N
G
W
A
T
E
R
S
LO
T
S
3
4
8
T
H
R
U
4
2
9
&
OU
T
L
O
T
"
H
"
I
N
C
L
U
S
I
V
E
OM
A
H
A
,
NE
B
R
A
S
K
A
EX
H
I
B
I
T
B
PA
V
I
N
G
&
S
T
O
R
M
S
E
W
E
R
Cinnamon Street
Washington Street
2
0
0
t
h
S
t
r
e
e
t
20
0
t
h
A
v
e
n
u
e
LEGEND
Storm Sewer Pipe Network
Existing Storm Sewer Pipe Network
Sediment Basin Perimeter
Phase Line Boundary
Sediment Basin "D"
2
5
'
2
5
'
25'
25'
R
2
5
R25
R
2
5
R25
7" PCC PAVEMENT
GENERAL OBLIGATION PAVEMENT
P.C.C. SIDEWALK (5' Wide)
NOTE: All Pavement is 25' Back of Curb to Back of Curb
Unless Otherwise Noted on This Plan.
406
396
395
394
393
392
391
390
380 381 382 383
379
375376377378
373 371374372 370
385386387388
365 366 367 368
361 362 363 364
1
2
1
.
5
0
'
76.00'
1
3
0
.
0
0
'
13
0
.
0
0
'
76.00'
74.00'
76.00'
76.00'
1
3
0
.
0
0
'
13
0
.
0
0
'
76.00'
76.00'
1
3
0
.
0
0
'
76.00'
74.00'
13
0
.
0
0
'
76.00'
76.00'
13
0
.
0
0
'
76.00'
76.00'
13
0
.
0
0
'
76.00'
74.00'
13
0
.
0
0
'
76.00'
76.00'
13
0
.
0
0
'
76.00'
92.85'
4
4
.
5
9
'
49
.
3
0
'
74.00'
1
3
0
.
0
0
'
1
3
0
.
0
0
'
76.00'
1
3
0
.
0
0
'
76.00'
1
3
0
.
0
0
'
74.00'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
74.00'
13
0
.
0
0
'
76.00'
1
3
0
.
0
0
'
76.86'
1
2
1
.
7
2
'
18
4
.
2
2
'
130.49'
7
8
.
7
3
'
5
3
.
7
3
'
130.00'
8
2
.
5
0
'
130.00'
7
4
.
0
0
'
7
4
.
0
0
'
130.00'
7
4
.
0
0
'
7
4
.
0
0
'
130.00'
7
3
.
0
1
'
130.00'
80
.
3
3
'
74
.
0
0
'
130.00'
74
.
0
0
'
130.89'
75
.
2
6
'
63
.
8
9
'
130.00'
74
.
0
0
'
74
.
0
0
'
36.15'
89
.
0
1
'
89.33'
1
3
0
.
0
0
'
77.50'
56
.
0
9
'
2
7
.
2
5
'
74.06'
13
0
.
0
0
'
74.06'
13
0
.
0
0
'
76.00'
76.00'
13
0
.
0
0
'
76.00'
76.00'76.00'
76.00'
13
0
.
0
0
'
76.00'76.00'
76.00'
76.00'
13
0
.
0
0
'
76.00'
76.00'
76.00'
13
0
.
0
0
'
13
0
.
0
0
'
76.00'
76.00'
76.00'
81.23'
87.04' N.R.
88
.
9
7
'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
76.00'
13
0
.
0
0
'
86.52'
92
.
6
4
'
76.01'
1
3
1
.
3
3
'
76.00'
76.03'
13
3
.
2
6
'
76.00'
76.02'
13
5
.
1
9
'
76.00'
76.02'
13
7
.
1
1
'
76.00'
87.93'
92
.
4
6
'
76.04'
397
130.49' N.R.
16.13'
9.
8
2
'
4.
5
9
'
3
0
.
7
8
'
29.31'
22
.
9
5
'
11.4
9
'
3
2
.
6
4
'
38
.
4
4
'
1
2
.
4
3
'
11
.
6
7
'
12.
3
6
'
27.68'
2
1
.
2
9
'
49
.
5
6
'
12.02'
3
8
.
2
6
'
22
.
6
3
'
12.02'12.02'
425
0.623 AC
OUTLOT "H"
76.00'
1
3
0
.
0
0
'
13
0
.
0
0
'
13
0
.
0
0
'
76.00'
32.99'
53.71'
39.43'
47.87'
154.07'
63
.
2
9
'
14.55'
74
.
1
0
'
27.77'
47.87'
60.01'74.76'
11
7
.
5
0
'
12.02'17.68'
14.74'
36.40'36.05'
12.72'
27.77'
16.57'
54.60'
10.88'
22
.
6
3
'
26
.
1
7
'
4
7
.
3
9
'
67
.
1
4
'
18.63'
66.25'62.26'
84.36'
84.56'
49
.
3
0
'
348349
369
384
389
130.00'
87.37'121.50'
13
0
.
0
0
'
NORTHEAST CORNER
OF THE SW1/4
SECTION 07-T14N-R11E
(POINT OF BEGINNING
TRACT 2)
10
64
.
2
7
'
414
415
416
417
418
419
420
429
428
427
426
423
424
421
422
411
408
409
410
413
412
407
401
405
404
402
399
400
403
130.49'
68
.
1
4
'
7
4
.
3
4
'
131.00'
6
2
.
8
4
'
7
4
.
0
0
'
131.00'
7
4
.
0
0
'
130.40'
6
9
.
4
8
'
131.00'42
.
7
4
'
56
.
6
1
'
130.81'
74
.
0
0
'
74
.
0
0
'
130.00'
74
.
0
0
'
132.00'
49
.
8
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
74
.
0
0
'
132.00'
74
.
0
0
'
83
.
2
2
'
75
.
5
6
'
130.79'
41
.
6
4
'
133.08'
71
.
1
0
'
7
1
.
2
8
'
138.16'
71
.
1
0
'
7
1
.
2
8
'
143.25'
71
.
1
0
'
25
.
0
9
'
144.82'
71
.
1
0
'
71
.
2
8
'
139.69'
71
.
1
0
'
71
.
2
8
'
134.57'
71
.
1
0
'
55
.
4
1
'
130.00'
71
.
1
0
'
70
.
7
6
'
130.00'
71
.
1
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
71
.
0
0
'
130.00'
71
.
0
0
'
72
.
6
0
'
81
.
1
0
'
7.91'
12
.
6
0
'
19
.
2
0
'
17.39'
0.
3
4
'
15
.
8
5
'
11
.
9
7
'
34
.
1
9
'
28
.
1
9
'
4
.
0
7
'
29
.
5
7
'
2
3
.
1
0
'
1.34'
69
.
8
4
'
17.39'
71
.
4
1
'
1.57'
350
358
351
359
352
360
353398354355356357
93.71'12.02'
78.93'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'76.00'
12.0
2
'
39953.71'0.40'32.99'398
399
12.5
0
'
0.
7
2
'
31
.
8
0
'
1
5
9
.
5
5
'
N
.
R
.
11
8"
8"
8
"
8"
8"
8
"
8"
8"
8"
8"
8"8"
Da
t
e
E
&
A
C
O
N
S
U
L
T
I
N
G
G
R
O
U
P
,
I
N
C
.
En
g
i
n
e
e
r
i
n
g
· P
l
a
n
n
i
n
g
· E
n
v
i
r
o
n
m
e
n
t
a
l
&
F
i
e
l
d
S
e
r
v
i
c
e
s
10
9
0
9
M
i
l
l
V
a
l
l
e
y
R
o
a
d
,
S
u
i
t
e
1
0
0
· O
m
a
h
a
,
N
E
6
8
1
5
4
Ph
o
n
e
:
4
0
2
.
8
9
5
.
4
7
0
0
· F
a
x
:
4
0
2
.
8
9
5
.
3
5
9
9
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w
.
e
a
c
g
.
c
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m
De
s
c
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p
t
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Re
v
i
s
i
o
n
s
No
K:
\
P
r
o
j
e
c
t
s
\
2
0
1
4
\
2
6
0
\
p
0
1
\
P
l
a
n
s
\
F
I
N
A
L
P
L
A
T
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X
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S
\
S
A
N
E
X
H
I
B
I
T
-
0
0
0
.
d
w
g
1/
8
/
2
0
2
1
1
1
:
1
3
A
M
Ma
t
t
h
e
w
T
a
y
l
o
r
0
1 inch = ft.
100 100
100
of
Dr
a
w
n
B
y
:
De
s
i
g
n
e
d
B
y
:
Da
t
e
:
Pr
o
j
N
o
:
Sh
e
e
t
:
Sc
a
l
e
:
P2
0
1
4
.
2
6
0
.
0
0
1
10
/
0
9
/
2
0
2
0
FJ
R
AS
B
AS
S
H
O
W
N
1
1
FA
L
L
I
N
G
W
A
T
E
R
S
LO
T
S
3
4
8
T
H
R
U
4
2
9
&
OU
T
L
O
T
"
H
"
I
N
C
L
U
S
I
V
E
OM
A
H
A
,
NE
B
R
A
S
K
A
EX
H
I
B
I
T
C
SA
N
I
T
A
R
Y
S
E
W
E
R
Cinnamon Street
Washington Street
2
0
0
t
h
S
t
r
e
e
t
20
0
t
h
A
v
e
n
u
e
LEGEND
Proposed Sanitary Sewer Pipe Network
Existing Sanitary Sewer Pipe Network
406
396
395
394
393
392
391
390
380 381 382 383
379
375376377378
373 371374372 370
385386387388
365 366 367 368
361 362 363 364
397
SEE DETAIL "A"
425
0.623 AC
OUTLOT "H"
348349
369
384
389
NORTHEAST CORNER
OF THE SW1/4
SECTION 07-T14N-R11E
(POINT OF BEGINNING
TRACT 2)
414
415
416
417
418
419
420
429
428
427
426
423
424
421
422
411
408
409
410
413
412
407
401
405
404
402
399
400
403
350
358
351
359
352
360
353398354355356357
39953.71'0.40'32.99'398
399
SEE
DETAIL "B"
1230
1240
1250
1260
1270
1228
1232
1234
1236
1238
1242
1244
1246
1248
1252
1254
1256
1258
1262
1264
1266
1268
12
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1250
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1246
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1252
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1256
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1262
1264
1266
1266
1
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0
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1
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1
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1
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1
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1
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0
1
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6
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1
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12
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1
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1230
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1260
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1250
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1270 12
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0
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2
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8
12
6
2
12
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12
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12
6
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1
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2
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2
1240
1250
1260
1
2
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0
1242
1244
124
6
1248
1252125412561258
1262
1
2
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2
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1264
1266
1266
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6
1
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12
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122412261228
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4
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3
8
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2
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4
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4
6
12
4
8
12
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4
12
5
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1
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A
N
Cinnamon Street
Washington Street
2
0
0
t
h
S
t
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t
20
0
t
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A
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Proposed Contours
Existing Contours
1170
1120
LEGEND
Sediment Basin Perimeter
Phase Line Boundary
PCSMP BMP INFORMATION
BASIN DRAINAGE
AREA (AC)
1 2" VOLUME
(ft3)
REDUCED
(ft3)
METHOD WQV
PROVIDED
(ft3)
D 19.88 36,082 32,979 DRY
DETENTION 30,183
* Reduced based on cascading planes concept. Inputs: clay loam, 0.60 impervious.
** Developer acknowledges additional area may be necessary to be reserved for water quality in this
basin, or other treatment methods explored.
Sediment Basin "D"
CITY OF OMAHA AREA INLET TYPE II
WITH ORIFICE PLATE
NOT TO SCALE
GENERAL ORIFICE PLATE DETAIL
12"
Saw cut opening into the
side of the area inlet.
14 Gage galvanized steel plate.
Seal perimeter with silicone.
15"
14 Gage galvanized steel plate fastened to
area inlet wall with 12 ea. 2" x 3/8" dia. bolt
with expansion anchors
24
"
27
"
1" Min.
Manhole Cover per City
of Omaha detail
Outlet Pipe I.E.
See plan & profile
Top of Pond. See
plan for elevation
Bottom of pond elev.
See plan for elevation
Toe of pond. See
plan for elevation
12"
Cut Opening into the side of
area inlet wall. 12" high & 6"
wide. See orifice detail below.
Bottom of pond elev.
See plan for elevation
4:1 Slope, unless
noted on plan City of Omaha Area Inlet Type II
Std plate No. 702-08
Outlet Pipe
See Plan & Profile
Throat
Rim
24
"
Note:
Bend orifice plate to fit area inlet
Temporary
Sediment Basin
EXHIBIT “E”
BMP Maintenance Requirements
Falling Waters
Lots 348-429 & Outlot ‘H’
Douglas County
195th Street and “Y”Street
PCSMP Permit # OMA-00050618-257-1
I.Site Data:Total Site Area 22.2 Ac.
Disturbed Area 22.2 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 ‘A’Outlot ‘H’
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.
406
396
395
394
393
392
391
390
380 381 382 383
379
375376377378
373 371374372 370
385386387388
365 366 367 368
361 362 363 364
397
SEE DETAIL "A"
425
0.623 AC
OUTLOT "H"
348349
369
384
389
NORTHEAST CORNER
OF THE SW1/4
SECTION 07-T14N-R11E
(POINT OF BEGINNING
TRACT 2)
414
415
416
417
418
419
420
429
428
427
426
423
424
421
422
411
408
409
410
413
412
407
401
405
404
402
399
400
403
350
358
351
359
352
360
353398354355356357
39953.71'0.40'32.99'398
399
SEE
DETAIL "B"
1230
1240
1250
1260
1270
1228
1232
1234
1236
1238
1242
1244
1246
1248
1252
1254
1256
1258
1262
1264
1266
1268
12
4
0
1
2
4
0
1
2
5
0
1
2
5
0
1
2
3
6
1
2
3
6
1
2
3
8
1
2
3
8
12
4
2
1
2
4
4
1
2
4
4
1
2
4
4
1
2
4
6
1
2
4
6
1
2
4
6
1
2
4
8
1
2
4
8
1
2
5
2
1
2
5
2
1
2
5
4
1
2
5
4
1
2
5
6
1
2
5
6
1
2
5
8
1
2
5
8
1250
1260
1246
1248
1252
1254
1256
1258
1262
1264
1266
1266
1
2
6
0
1
2
5
4
1
2
5
6
1
2
5
8
1
2
6
2
12
6
2
12
6
4
1
2
6
4
1
2
7
0
1
2
7
0
12
6
6
1
2
6
6
1
2
6
8
1
2
6
8
1
2
7
2
1
2
7
2
1
2
7
4
1
2
7
4
1230
1238
1230
1238
1
2
3
0
1
2
3
0
1260
1260
1250
1260
1244
1246
1248
1252
1254
1256
1258
12621264
12
6
4
1264
1266
12
5
0
12
6
0
1270 12
7
0
12
5
2
12
5
4
12
5
6
12
5
8
12
6
2
12
6
4
12
6
6
12
6
8
1
2
7
2
12
7
2
1240
1250
1260
1
2
6
0
1242
1244
124
6
1248
1252125412561258
1262
1
2
6
2
1
2
6
4
1264
1266
1266
1266
1266
12
5
0
1
2
6
0
12
7
0
1
2
4
6
1
2
4
8
1
2
5
2
1
2
5
4
1
2
5
6
1
2
5
8
1
2
6
2
12
6
4
1
2
6
6
1
2
6
8
1272
12
5
0
1
2
6
0
12
4
2
1
2
4
4
1
2
4
6
12
4
8
12
5
2
12
5
4
1
2
5
6
1
2
5
8
1
2
6
2
1
2
6
4
1
2
6
6
1
2
6
8
122
0
1230
12
4
0
12
5
0
12
6
0
1222
122412261228
1232
123
4
12
3
6
12
3
8
12
4
2
12
4
4
12
4
6
12
4
8
12
5
2
12
5
4
12
5
6
1
2
5
8
1
2
6
2
12
6
4
12
6
6
12
6
8
>
>
>
>
10.7 Ac.
BASIN 8
9.2 Ac.
BASIN 6
Da
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100 100
100
of
Dr
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B
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:
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d
B
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:
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A
H
A
,
NE
B
R
A
S
K
A
EX
H
I
B
I
T
F
SE
D
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N
T
&
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R
O
S
I
O
N
CO
N
T
R
O
L
P
L
A
N
Cinnamon Street
2
0
0
t
h
S
t
r
e
e
t
20
0
t
h
A
v
e
n
u
e
Proposed Contours
Existing Contours
1170
1120
LEGEND
Sediment Basin Perimeter
NOTE:
GRADING PERMITTED AS OMA-00050618-257-1
Phase Line Boundary
Diversion>>
Washington Street
E & A CONSULTING GROUP EXHIBIT "G"PHONE: (402) 895-4700
10909 MILL VALLEY ROAD, OMAHA, NE 68154 FAX: (402) 895-3599
PROJECT :FALLING WATERS (Lots 348 - 429 & Outlot "H") ZONING:R4 82 LOTS
DEVELOPER:BSR-FW SINGLE FAMILY 1 OUTLOTS
AREA (ACRES):23.23
JURISDICTION:OMAHA
DATE:11/07/21
ESTIMATED BY:WESTERGARD JOB #:P2014.260.001
FALLING WATERS FINAL PHASE (LOTS 348-429)
SPECIAL G.O.
ITEM
CONSTRCT.TOTAL ASSESS.NON-REIMB
"Z" STREET REIMBURSEMENT TO GPS 800,000$800,000$295,629$504,371$
SANITARY SEWER (INTERIOR - PHASE IV)304,180$425,860$425,860$-$
PAVING (INTERIOR - PHASE IV)426,920$597,690$556,820$40,870$
SIDEWALKS AND CURB RAMPS (INTERIOR)25,150$35,300$35,300$
WATER & GAS (INTERIOR - PHASE IV)275,340$371,710$371,710$
WATER (EXTERIOR)15,000$18,000$18,000$
UNDERGROUND ELECTRICAL 110,700$149,450$149,450$
STORM SEWER (INTERIOR - PHASE IV)167,710$234,800$234,800$
ADMINISTRATIVE FEE, (1%)11,993$14,392$14,392$
PERMANENT BASIN PURCHASE 21,805$26,166$26,166$
PARK FEES 9,292$11,150$11,150$
TOTALS 2,168,090$2,684,518$-$1,799,469$-$885,049$
PER SINGLE FAMILY LOT $21,945
VALUATION:82 SING. FAM.@ $340,000 =27,880,000$
90% Valuation =25,092,000$
G.O. DEBT RATIO =885,049$/25,092,000$=3.53%90%
Revision Log:
K:\Projects\2014\260\p01\Cost Estimates\2021-11-07 Falling Waters Final Phase SUF for SA.xlsx Printed: 11/8/2021
"Z" STREET IMPROVEMENTS (SAN, STORM, WATER & PAVING) SID REIMBURSEMENT TO GPS
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 REIMBURSEMENT TO GPS FOR "Z" STREET IMPROVEMENTS 1 LS 800,000$800,000$
TOTAL ESTIMATED CONSTRUCTION COST:800,000$
TOTAL PROJECT COSTS 800,000$
G.O. PORTION 504,371$
SPECIAL PORTION 295,629$
SANITARY SEWER - FINAL PHASE
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 8" PVC SANITARY SEWER PIPE (SDR 26)2,805 LF 43.00 120,615.00$
2 CONSTRUCT 6" PVC SANITARY SEWER PIPE (SCH. 40 OR SDR 23.5)2,051 LF 38.00 77,938.00$
3 CONSTRUCT 54" I.D. SANITARY MANHOLE (12)147 VF 445.00 65,415.00$
4 INSTALL EXTERNAL FRAME SEAL ON SANITARY SEWER MANHOLE 12 EA 500.00 6,000.00$
5 REMOVE 7" PAVEMENT 135 SY 8.00 1,080.00$
6 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65)100 SY 100.00 10,000.00$
7 SUBGRADE PREPARATION 33 CY 25.00 825.00$
8 SEDIMENT BASIN MAINTENANCE (OTHERS)1 LS 16,050.00 16,050.00$
9 REMOVE END OF ROAD MARKERS 3 EA 150.00 450.00$
10 STREET EROSION REPAIR W/ ON-SITE MATERIAL (3,050 CY)1 LS 5,800.00 5,800.00$
TOTAL ESTIMATED CONSTRUCTION COST:304,180.00$
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%425,860.00$
NOTE 1) G.O. EXPENSES
PAVING (INTERIOR - FINAL PHASE )
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 REMOVE CONCRETE HEADER 150 LF 5.06 759$
2 REMOVE END OF ROAD MARKER 15 EA 63.69 955$
3 RELOCATE END OF ROAD MARKER 3 EA 79.61 239$
4 ADJUST MANHOLE TO GRADE 12 EA 447.61 5,371$
5 INSTALL TIE BARS 18 EA 12.45 224$
6 SUBGRADE PREPARATION 2,963 CY 4.84 14,341$
7 CONSTRUCT 7" CONCRETE PAVEMENT (TYPE L65) W/ INTEGRAL CURB 8,842 SY 45.00 397,890$
8 CONSTRUCT TEMPORARY TURN AROUND (5" PCC)47 SY 62.45 2,935$
9 CONSTRUCT CONCRETE HEADER 25 LF 12.61 315$
10 INSTALL STREET NAME SIGN AND POST 4 EA 375.52 1,502$
11 REMOVE AND DISPONSE 5” P.C.C. TEMPORARY TURN AROUND 94 SY 25.39 2,387$
TOTAL ESTIMATED CONSTRUCTION COST:426,920$
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%597,690$
G.O. ITEMS
7" INTERSECTIONS (TO EOR)406 SY 25,578$
7" PARK & OL FRONTAGE PAVING 188 SY 11,844$
EARTHWORK - SUBGRADE PREPARATION 198 CY 1,342$
STREET SIGNS 4 EACH 2,103$
G.O. TOTAL 40,870$
K:\Projects\2014\260\p01\Cost Estimates\2021-11-07 Falling Waters Final Phase SUF for SA.xlsx Printed: 11/8/2021
INTERIOR SIDEWALKS AND CURB RAMPS
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 5-INCH PCC SIDEWALK (OUTLOT - OWNED BY SID)1,560 SF 6.00$9,360$
2 CONSTRUCT INDIVIDUAL CURB RAMP (7")9 SF 1,300.00$11,700$
3 CONSTRUCT DETECTABLE WARNING PANEL 72 SF 25.00$1,800$
MISCELLANEOUS (+10%)1 L.S.10%2,286$
TOTAL ESTIMATED CONSTRUCTION COST:25,150$
TOTAL PROJECT COSTS WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%35,300$
ELECTRICAL SERVICE
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 ELECTRICAL SERVICE SINGLE FAMILY 82 LOTS 1,350.00$110,700.00$
TOTAL ESTIMATED CONSTRUCTION COST:110,700.00$
TOTAL PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 35%149,450.00$
WATER & GAS (INTERIOR - FINAL PHASE)
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 WATER MAIN 3,129 LF 80.00$250,304.00$
2 GAS DEFICIENCY 0 L.S.2,500.00$-$
MISCELLANEOUS (+ 5%)1 L.S.10%25,000.00$
TOTAL ESTIMATED WATER CONSTRUCTION COST:275,340.00$
TOTAL WATER PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 35%371,710.00$
WATER (EXTERIOR)
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 FEES FOR PREVIOUSLY INSTALLED MAINS (36" MAIN IN HARRISON ST)1 L.S.15,000.00$15,000.00$
TOTAL ESTIMATED CONSTRUCTION COST:15,000.00$
TOTAL PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20%18,000.00$
K:\Projects\2014\260\p01\Cost Estimates\2021-11-07 Falling Waters Final Phase SUF for SA.xlsx Printed: 11/8/2021
STORM SEWER (INTERIOR - FINAL PHASE)
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 CONSTRUCT 18" RCP, CLASS III 696 LF 57.56 40,061.76$
2 CONSTRUCT 24" RCP, CLASS III 318 LF 78.86 25,077.48$
3 CONSTRUCT CURB INLET - TYPE I 4 EA 3,980.72 15,922.88$
4 CONSTRUCT CURB INLET - TYPE III 5 EA 3,980.72 19,903.60$
5 CONSTRUCT 54" I.D. STORM MANHOLE (1)5 VF 776.68 3,883.40$
6 ADJUST STORM SEWER MANHOLE TO GRADE 1 EA 540.93 540.93$
7 CONSTRUCT 24" STORM SEWER TAP 2 EA 1,323.36 2,646.72$
8 SEDIMENT BASIN MAINTENANCE (BY OTHERS)1 LS 21,400.00 21,400.00$
9 JET EXISTING SANITARY SEWER 2,805 LF 1.03 2,889.15$
A Construct Permanent Storm Sewer to PCSMP Basin 7 1 LS 22,150.65$22,150.65$
MISCELLANEOUS (+10%)1 L.S.10%13,232.59$
TOTAL ESTIMATED CONSTRUCTION COST:167,710.00$
TOTAL PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 40%234,800.00$
100% GENERAL OBLIGATION
PARK FEES
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 OMAHA PARK FEES 23.23 ACRES 400.00$9,292.00$
TOTAL ESTIMATED CONSTRUCTION COST:$9,292
NOTES:TOTAL PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20%$11,150
OUTLOT ACQUISITION
APPROX.UNIT
NO.ITEM QUANTITY UNIT PRICE COST
1 OUTLOT "H" ACQUISITION - FUTURE PCSMP BASIN 0.62 ACRE 35,000.00$21,805.00$
TOTAL ESTIMATED CONSTRUCTION COST:21,805.00$
NOTES:TOTAL PROJECT COST WITH LEGAL, FISCAL, ENGINEERING & INTEREST @ 20%26,166.00$
K:\Projects\2014\260\p01\Cost Estimates\2021-11-07 Falling Waters Final Phase SUF for SA.xlsx Printed: 11/8/2021