RES 2021-0506 - Subdivision Agreement - The Rows at Coventry (Lots 1-180 and Outlorts A-W)
Rev. 10/9/2019 2
B. All sanitary sewer mains, manholes and related appurtenances constructed in dedicated 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 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. 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.
E. Sidewalks and street trees along both sides of all public streets within the area to be developed shall be
constructed by the Subdivider in conformance with Section 53-9 (9), and with Section 55-924 (where
applicable), according to the following schedule:
1. Curb ramps shall be constructed per City standards at all public street intersections. Construction
of these ramps shall be included in the street paving project, but shall not take place until after all
conflicting utilities have been installed.
2. 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.
3. Sidewalks and street trees shall be constructed immediately abutting built-upon lots as soon as
weather permits.
4. 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.
5. Sidewalks along the rear side of double-fronted lots (Lots 1, 10, 11, 20, 21, 32, 33. 125, 126, 137,
138, 149, 150, 161, 162, 173, and 174 ) shall be maintained by the abutting property owner.
6. Sidewalks shall be constructed by the Subdivider along the subdivision’s 207th Street and U Street
frontage and along the U Street frontage of Outlot A, Coventry Replat One.
F. The Subdivider agrees to grade the subdivision so that the elevation at the property line adjacent to Q 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 E & A Consulting
Group, Inc prior to recording the final plat. If the grading has not been completed by the time the
Subdivider wishes to record the plat, the Subdivider may submit a certified check or other suitable financial
guarantee to the City to ensure the completion of the grading within a suitable amount of time.
G. Post-construction stormwater management features and related appurtenances have been installed by SID
524 and are complete. Subdivider has no financial responsibility for post construction improvements
outside the boundary of the subdividers property.
H. 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
Rev. 10/9/2019 3
The parties agree that the entire cost of all public improvements paid for by the Subdivider 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
private and paid for by the Subdivider.
B. One hundred percent (100%) of the entire cost of all sanitary and storm sewers, including manholes and
other appurtenances, shall be paid for by the Subdivider. All exterior outfall sanitary or storm sewer lines,
oversized pipe or other appurtenances have been paid for by SID 524. Subdivider has no financial
responsibility for exterior sanitary sewer improvements.
C. One hundred percent (100%) of the entire cost of water distribution system serving the area to be developed
shall be paid for by the Subdivider. All exterior water main expenses have been paid for by SID 524.
Subdivider has no financial responsibility for exterior water main costs.
D. The entire cost of the installation of electrical power service and gas distribution system shall be paid for by
the Subdivider.
E. Street identification signs for public street shall comply 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. Private Street signs shall be paid for by the Subdivider.
F. The Sediment and Erosion Control Plan to be submitted the City of Omaha for compliance with NPDES
regulations is attached hereto and incorporated herein as Exhibit “E”. The City of Omaha must approve
said plan prior to City Engineer’s second signature on the final plat. The initial construction cost of grading
and piping for temporary sediment and erosion control facilities shall be paid for privately by the
Subdivider. Removal of said sediment and erosion control measures shall be the responsibility of the
Subdivider.. All silt basins are to remain in place until seventy-five percent (75%) of the drainage sub-basin
serviced by these erosion control measures are fully developed, and with the written permission of the City
Public Works Department authorizing their removal. Sediment removal shall be paid for privately by the
Subdivider.
G. Park fees were paid during the original platting process.:
SECTION III
A. 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.
B. Post-construction stormwater management maintenance identified as the responsibility of the Association
shall continue to be performed and funded by the Association after annexation by the City.
SECTION IV
Rev. 10/9/2019 4
In the performance of this Agreement, the Subdivider shall not discriminate against any parties on account of race,
color, creed, political or religious affiliation, sex, marital status, sexual orientation, gender identity, national origin,
age, or disability in violation of federal or state laws or local ordinances.
SECTION V
A. Subject to the conditions and provisions hereinafter specified, the City hereby grants permission to the
Subdivider to connect its sewer system to the sewer system of the City for a period not to exceed ten (10)
years, in such manner and at such place or places designated on plans submitted by the Subdivider and
approved by the City.
B. At all times, all sewage from and through said subdivision into the City sewer system shall be in conformity
with the ordinances, regulations, and conditions applicable to sewers and sewage within the City as now
existing and as from time to time may be amended.
C. Before any connection from any premises to the sewer system of the subdivision may be made, a permit
shall be obtained for said premises and its connection from the proper department of the City, which permit
shall be obtainable on the same terms, conditions, and requirements of the City and for the same permit fee
of the City applicable from time to time to permit property outside the City to connect to the sewer system
of the City; it being expressly understood that the City reserves the right to collect all connection charges
and fees as required by City ordinances or rules now or hereafter in force; all such connections shall comply
with minimum standards prescribed by the City.
D. 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.
E. The Subdivider warrants that it has not employed or retained any company or person, other than a bona fide
employee working for the Subdivider, to solicit or secure this Agreement, and that it has not paid or agreed
to pay any company or person, other than a bona fide employee working for the Subdivider, any fee,
commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from
the award or making of this Agreement. For breach or violation of this warranty, the City shall have the
right to annul this Agreement without liability. The Subdivider shall require the same warranty from each
contractor with whom it contracts in any way pertaining to its sewage system. The prohibition provided for
herein shall not apply to the retention of an attorney or other agent for the purpose of negotiating the
provisions of this Agreement where the existence of such agency has been disclosed to the City.
F. The Subdivider 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.
SECTION VI
A. The owner of each lot shall make payment to the City of Omaha for the construction of interceptor sewers.
This fee is computed as follows for the lots shown on the plats (Exhibit "A"). Payment shall be made to the
City Permits and Inspections Division prior to receiving a building permit to construct improvements on any
Rev. 10/9/2019 5
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 1-179, Multi-Family Residential,179 Units @ $1,064.00
$190,456
Lot 180, Commercial
1.249 AC @ $7,407.00 $9,251.00
TOTAL: $199,707
B. In the event the Subdivider shall plat additional lots which will be in the subdivision which he wishes to
connect to the Omaha sewer system, this Agreement shall be amended by the parties to provide payment of
the current fee for the additional lots before any sewer permits are issued by the City.
C. The Subdivider and the City agree that payment made under Section VI-A of this Agreement shall
constitute a Special Sewer Connection Fee for the area described in Section VI-A and shall be collected by
the City as a Special Sewer Connection Feeas follows:
1. The real estate shall be charged the special sewer fee amount as set forth in Section VI-A for each
lot or parcel.
2. The Special Sewer Connection fee shall be collected by the City from the owner of each lot or
parcel of real estate in the amount as shown in Section VI-A prior to the time any such lot or
parcel is built upon and before the building sewer is connected to the sanitary system of the
subdivision..
3. In the event of annexation by the City, the Special Sewer Connection Fee shall continue to remain
as a charge against each lot which has not previously paid said Special Sewer Connection Fee.
The Special Sewer Connection Fee shall be collected and retained by the City from each such lot
owner before the building sewer is connected to the sanitary system.
D. The City may collect, within the area to be developed, the City's sewer connection and permit fees, as
provided by existing City ordinances and its sewer use and connection fees as now or hereafter existing.
Such fees shall be in addition to the payments provided for in Section VI-A herein.
E. No sewer permit will be issued by the City for any construction on any lot in the area described in Section
VI-A until payment to the City of the Special Sewer Connection Fee for that particular lot as called for in
Section VI-A.
F. The owner of each lot shall make payment to the City of Omaha for Watershed Management Fees. This fee
is computed as follows for the lots shown on the plats (Exhibit "A"). Payment shall be made to the City
Permits and Inspections Division prior to receiving a building permit to construct improvements on any lot.
Payment shall be based on the then-current fee on the date of the building permit application, as adopted by
the Omaha City Council. For example, for FY2021, the fee would be as follows:
Lots 1-179, Multi-Family Residential,
17.61 Acres @ $4,197.00 $73,909.00
Lot 180, Commercial
1.249 Acres @ $5,087.00 6,353.00
Rev. 10/9/2019 6
TOTAL: $80,262.00
G. In the event the Subdivider shall plat additional lots which will be in the Subdivision, this Agreement shall
be amended by the parties to provide payment of the current fee for the additional lots before any building
permits are issued by the City.
H. The Subdivider and the City agree that payment made under Section VI-F of this Agreement shall constitute
a Watershed Management Fee for the area described in Section VI-F and shall be collected by the City as a
Watershed Management Fee as follows:
1. The real estate shall be charged the Watershed Management Fee amount as set forth in Section VI-
F for each lot or parcel.
2. The Watershed Management Fee shall be collected by the City from the owner of each lot or
parcel of real estate in the amount as shown in Section VI-F prior to the time any such lot or parcel
is built upon.
3. In the event of annexation by the City, the Watershed Management Fee shall continue to remain as
a charge against each lot which has not previously paid said Watershed Management Fee. The
Watershed Management Fee shall be collected and retained by the City from each such lot owner
before the building permit is issued.
SECTION VII
A. The parties acknowledge that due to the atypical housing type and lot configuration in this subdivision,
there is some uncertainty with how Lots 1-179 (inclusive) should be categorized within the ASIP Fee
schedule in Section 10-313 of Omaha Municipal Code. Therefore, the parties have agreed, based on the
unique set of circumstances, to the assessment of ASIP fees as described in this paragraph for Lots 1-179.
The owner of each lot shall make payment to the City of Omaha for the contribution of Arterial Street
Improvement Payment (ASIP). 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 1-179, Multi-Family, 17.61 AC @ $7,330.00 $129,081.30
TOTAL: $129,081.30
Notwithstanding anything to the contrary in this paragraph herein, Lot 180 shall be assessed the ASIP fee at
the standard commercial rate pursuant to Section 10-313.
SECTION VIII
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.
Rev. 10/9/2019 7
B. Outlots shall be owned and maintained by the Association. Outlots shall be used per the following:
1. Outlot A – Private Streets
2. Outlot B – Stormwater Detention
3. Outlot C, D, & E – Private Green Space
4. Outlot F Thru S – Private Streets
5. Outots T Thru W – Future Lots
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 the land shown on Exhibit "A"”.
Space below intentionally left blank – Signature Page to follow
SUBDIVISION AGREEMENT EXHIBIT
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING & STORM SEWER
EXHIBIT C SANITARY SEWER
EXHIBIT D SEDIMENT & EROSION CONTROL PLAN
EXHIBIT E POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
EXHIBIT F POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
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ACOUTLOT
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'PERMANENT 35' WIDESIDEWALK, LANDSCAPEAND NO BUILD EASEMENTINSTRUMENT NO.2007-023529PERMANENT STORM SEWER ANDDRAINAGEWAY GRANTED TODOUGLAS COUNTY S.I.D. NO. 524INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-0235297.31'11.58'POINT OF BEGINNING50.00' R
PERMANENT 115' WIDE NOISEATTUNEMENT EASEMENT(SEE NOTE 4)3.0
2
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'34(33.99')(3.70')CENTERLINE CURVE TABLECURVE1234567RADIUS126.57'125.00'122.00'97.00'250.00'250.00'100.00'LENGTH66.19'28.57'59.19'59.73'181.06'87.66'82.05'TANGENT33.87'14.35'30.19'30.85'94.71'44.29'43.49'DELTA29°57'37"13°05'47"27°47'51"35°17'01"41°29'49"20°05'29"47°00'37"LOT LINE CURVE TABLECurve8910111213141516171819202122RADIUS50.00'25.00'25.00'50.00'125.00'75.00'25.00'122.00'72.00'25.00'97.00'147.00'95.00'87.50'158.15'LENGTH35.86'19.52'1.67'52.36'88.97'47.94'26.95'37.30'0.97'21.87'43.55'67.80'15.10'28.64'85.56'TANGENT18.74'10.29'0.84'28.87'46.46'24.82'14.95'18.80'0.49'11.69'22.15'34.52'7.56'14.45'43.86'CHORD BEARINGS22°47'57"ES24°37'05"ES41°25'47"EN57°44'51"ES28°52'22"ES30°57'10"ES56°51'55"WN34°18'12"EN25°55'53"ES67°11'13"EN12°41'03"EN12°19'52"EN87°42'01"WN78°22'09"ES84°29'23"WCHORD LENGTH35.10'19.03'1.67'50.00'87.10'47.12'25.66'37.15'0.97'21.18'43.18'67.20'15.08'28.52'84.52'K:\Projects\2019\299\p01\Planning & Platting\Platting\Final Plat\FP-LAYOUT-000.dwg1/13/2021 7:07 PMJeff Stoll
E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
www.eacg.com
Revisions
Date DescriptionNo
10909 Mill Valley Road, Suite 100 Omaha, NE 68154
Phone: 402.895.4700 Fax: 402.895.3599
of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
P2019.299.001
12/10/2020
JRS
EHN
1" = 60'
11 01 inch = ft.606060THE ROWS AT COVENTRYA CLUSTER SUBDIVISIONLOTS 1 THRU 180 & OUTLOTS "A" THRU "W" INCLUSIVEA TRACT OF LAND BEING ALL OF LOT 78, COVENTRY, A SUBDIVISION LOCATED IN PART OF THE NE1/4 OFSECTION 12, TOWNSHIP 14 NORTH, RANGE 10 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA.LEGENDBOUNDARY LINELOT LINEEXIST. PROPERTY LINESPINS FOUND W/CAP LS-608EASEMENTSEXIST. SECTION LINESSETBACK LINEPLATTEDPMEASUREDMCOUNTY TREASURER'S CERTIFICATETHIS IS TO CERTIFY THAT I FIND NO REGULAR OR SPECIAL TAXES DUE OR DELINQUENT AGAINST THEPROPERTY DESCRIBED IN THE SURVEYOR'S CERTIFICATE AND EMBRACED IN THIS PLAT AS SHOWN BYTHE RECORDS OF THIS OFFICE._________________________________________________________________COUNTY TREASURER DATEREVIEW OF DOUGLAS COUNTY ENGINEERTHIS PLAT OF THE ROWS AT COVENTRY (LOTS NUMBERED AS SHOWN) WAS REVIEWED BY THE OFFICEOF THE DOUGLAS COUNTY ENGINEER._________________________________________________________________DOUGLAS COUNTY ENGINEER DATEAPPROVAL OF OMAHA CITY PLANNING BOARDTHIS PLAT OF THE ROWS AT COVENTRY (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITYPLANNING BOARD._________________________________________________________________CHAIRMAN OF CITY PLANNING BOARD DATEOMAHA CITY COUNCIL ACCEPTANCETHIS PLAT OF THE ROWS AT COVENTRY (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITYCOUNCIL OF OMAHA._____________________________________ ___________________________________MAYOR DATEATTEST _______________________________ CITY CLERK______________________________________PRESIDENT OF COUNCILAPPROVAL OF CITY ENGINEER OF OMAHAI HEREBY APPROVE THIS PLAT OF THE ROWS AT COVENTRY (LOTS NUMBERED AS SHOWN) AS TO THEDESIGN STANDARDS.________________________________________________________________CITY ENGINEER DATEI HEREBY CERTIFY THAT ADEQUATE PROVISIONS HAVE BEEN MADE FOR COMPLIANCE WITH CHAPTER 53OF THE OMAHA MUNICIPAL CODE._________________________________________________________________CITY ENGINEER DATESURVEYORS CERTIFICATIONI HEREBY CERTIFY THAT I HAVE MADE A GROUND SURVEY OF THE SUBDIVISION DESCRIBED HEREIN ANDTHAT PERMANENT MONUMENTS HAVE BEEN PLACED ON THE BOUNDARY OF THE WITHIN PLAT AND THATA BOND HAS BEEN FURNISHED TO THE CITY OF OMAHA TO ENSURE PLACING OF PERMANENTMONUMENTS AND STAKES AT ALL CORNERS OF ALL LOTS, STREETS AND ANGLE POINTS IN THE ROWSAT COVENTRY (THE LOTS NUMBERED AS SHOWN). A TRACT OF LAND BEING ALL OF LOT 78, COVENTRY, ASUBDIVISION LOCATED IN PART OF THE NE1/4 OF SECTION 12, TOWNSHIP 14 NORTH, RANGE 10 EAST OFTHE 6TH P.M., DOUGLAS COUNTY, NEBRASKA. MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 78, COVENTRY, SAID POINT ALSO BEING THEPOINT OF INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF GEORGE B. LAKE PARKWAY AND THESOUTHERLY RIGHT-OF-WAY LINE OF WEST "Q" ROAD; THENCE N87°44'51"E (ASSUMED BEARING) ALONGTHE NORTHERLY LINE OF SAID LOT 78, COVENTRY, SAID LINE ALSO BEING SAID SOUTHERLYRIGHT-OF-WAY LINE OF WEST "Q" ROAD, A DISTANCE OF 1,179.60 FEET TO THE NORTHEAST CORNER OFSAID LOT 78, COVENTRY, SAID POINT ALSO BEING THE POINT OF INTERSECTION OF SAID SOUTHERLYRIGHT-OF-WAY LINE OF WEST "Q" ROAD AND THE WESTERLY RIGHT-OF-WAY LINE OF 207TH STREET;THENCE ALONG THE EASTERLY LINE OF SAID LOT 78, COVENTRY, SAID LINE ALSO BEING SAID WESTERLYRIGHT-OF-WAY LINE OF 207TH STREET ON THE FOLLOWING EIGHT (8) DESCRIBED COURSES: (1) THENCES02°15'09"E, A DISTANCE OF 10.00 FEET; (2) THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT WITHA RADIUS OF 845.72 FEET, A DISTANCE OF 410.31 FEET, SAID CURVE HAVING A LONG CHORD WHICHBEARS S11°38'46"W, A DISTANCE OF 406.30 FEET; (3) THENCE S25°32'42"W, A DISTANCE OF 154.76 FEET;(4) THENCE SOUTHWESTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 200.00 FEET, A DISTANCE OF54.94 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS S17°40'29"W, A DISTANCE OF 54.77 FEET;(5) THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT WITH A RADIUS OF 200.00 FEET, A DISTANCEOF 54.94 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS S17°40'29"W, A DISTANCE OF 54.77FEET; (6) THENCE S25°32'42"W, A DISTANCE OF 180.99 FEET; (7) THENCE SOUTHWESTERLY ON A CURVETO LEFT WITH A RADIUS OF 835.00 FEET, A DISTANCE OF 373.91 FEET, SAID CURVE HAVING A LONGCHORD WHICH BEARS S12°42'59"W, A DISTANCE OF 370.80 FEET; (8) THENCE SOUTHEASTERLY ON ACURVE TO THE LEFT WITH A RADIUS OF 535.55 FEET, A DISTANCE OF 63.20 FEET, SAID CURVE HAVING ALONG CHORD WHICH BEARS S03°29'35"E, A DISTANCE OF 63.17 FEET TO THE POINT OF INTERSECTION OFSAID WESTERLY RIGHT-OF-WAY LINE OF 207TH STREET AND THE NORTHERLY RIGHT-OF-WAY LINE OF "U"STREET; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 78, COVENTRY, SAID LINE ALSO BEING SAIDNORTHERLY RIGHT-OF-WAY LINE OF "U" STREET ON THE FOLLOWING FOUR (4) DESCRIBED COURSES: (1)THENCE S35°51'05"W, A DISTANCE OF 7.31 FEET; (2) THENCE S78°50'39"W, A DISTANCE OF 32.70 FEET; (3)THENCE NORTHWESTERLY ON A CURVE TO THE RIGHT WITH A RADIUS OF 242.75 FEET, A DISTANCE OF98.05 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS N89°35'05"W, A DISTANCE OF 97.38 FEET;(4) THENCE NORTHWESTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 335.00 FEET, A DISTANCE OF11.58 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS N79°00'15"W, A DISTANCE OF 11.58 FEETTO THE SOUTHWEST CORNER OF SAID LOT 78, COVENTRY, SAID POINT ALSO BEING THE SOUTHEASTCORNER OF OUTLOT "A", COVENTRY REPLAT ONE, A SUBDIVISION LOCATED IN SAID NE1/4 OF SECTION12; THENCE ALONG THE WESTERLY LINE OF SAID LOT 78, COVENTRY, SAID LINE ALSO BEING THEEASTERLY LINE OF SAID OUTLOT "A", COVENTRY REPLAT ONE, ON THE FOLLOWING FIVE (5) DESCRIBEDCOURSES: (1) THENCE N32°45'59"W, A DISTANCE OF 71.80 FEET; (2) THENCE N25°24'24"W, A DISTANCE OF297.13 FEET; (3) THENCE N29°10'18"W, A DISTANCE OF 424.01 FEET: (4) THENCE N47°27'25"W, A DISTANCEOF 369.59 FEET; THENCE N36°20'23"W, A DISTANCE OF 96.30 FEET TO THE NORTHEAST CORNER OF SAIDOUTLOT "A", COVENTRY REPLAT ONE, SAID POINT ALSO BEING ON SAID EASTERLY RIGHT-OF-WAY LINEOF GEORGE B, LAKE PARKWAY; THENCE ALONG SAID WESTERLY LINE OF LOT 78, COVENTRY, SAID LINEALSO BEING SAID EASTERLY RIGHT-OF-WAY LINE OF GEORGE B. LAKE PARKWAY ON THE FOLLOWINGTWO (2) DESCRIBED COURSES: (1) THENCE NORTHEASTERLY ON A CURVE TO THE LEFT WITH A RADIUSOF 1,042.50 FEET, A DISTANCE OF 166.00 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARSN02°18'33"E, A DISTANCE OF 165.82 FEET; (2) THENCE N02°15'09"W, A DISTANCE OF 10.80 FEET TO THEPOINT OF BEGINNING.SAID TRACT OF LAND CONTAINS 822,225 SQUARE FEET OR 18.876 ACRES, MORE OR LESS._________________________________________________________________________ERIC A. SCHABEN, LS-608 DATEDEDICATIONKNOW ALL MEN BY THESE PRESENTS THAT WE, COVENTRY INVESTMENTS, LLC, THE OWNERS OF THEPROPERTY DESCRIBED IN THE SURVEYOR CERTIFICATION AND EMBRACED WITHIN THIS PLAT, HAVECAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE NUMBERED AND NAMED ASSHOWN, SAID SUBDIVISION TO BE HEREAFTER KNOWN AS THE ROWS AT COVENTRY (LOTS TO BENUMBERED AS SHOWN), AND WE DO HEREBY RATIFY AND APPROVE OF THE DISPOSITION OF OURPROPERTY AS SHOWN ON THIS PLAT, 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 FRANCHISETO PROVIDE A CABLE TELEVISION SYSTEM IN THE AREA TO BE SUBDIVIDED, THEIR SUCCESSORS ANDASSIGNS, TO ERECT, OPERATE, MAINTAIN, REPAIR AND RENEW POLES, WIRES, CABLES, CONDUITS ANDOTHER RELATED FACILITIES, AND TO EXTEND THEREON WIRES OR CABLES FOR THE CARRYING ANDTRANSMISSION OF ELECTRIC CURRENT FOR LIGHT, HEAT AND POWER AND FOR THE TRANSMISSION OFSIGNALS 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 LANDABUTTING ALL FRONT AND SIDE BOUNDARY LOT LINES; AN EIGHT-FOOT (8') WIDE STRIP OF LANDABUTTING THE REAR BOUNDARY LINES OF ALL INTERIOR LOTS; AND A SIXTEEN-FOOT (16') WIDE STRIPOF LAND ABUTTING THE REAR BOUNDARY LINES OF ALL EXTERIOR LOTS. THE TERM EXTERIOR LOTS ISHEREIN DEFINED AS THOSE LOTS FORMING THE OUTER PERIMETER OF THE ABOVE-DESCRIBEDADDITION. SAID SIXTEEN-FOOT (16') WIDE EASEMENT WILL BE REDUCED TO AN EIGHT-FOOT (8') WIDESTRIP WHEN THE ADJACENT LAND IS SURVEYED, PLATTED AND RECORDED AND WE DO FURTHERGRANT A PERPETUAL EASEMENT TO METROPOLITAN UTILITIES DISTRICT, THEIR SUCCESSORS ANDASSIGNS, TO ERECT, INSTALL, OPERATE, MAINTAIN, REPAIR AND RENEW PIPELINES, HYDRANTS ANDOTHER RELATED FACILITIES, AND TO EXTEND THEREON PIPES FOR THE TRANSMISSION OF GAS ANDWATER ON, THROUGH, UNDER AND ACROSS A FIVE-FOOT (5') WIDE STRIP OF LAND ABUTTING ALLCUL-DE-SAC STREETS AND ALONG ALL STREET FRONTAGES OF ALL LOTS. NO PERMANENT BUILDINGSOR RETAINING WALLS SHALL BE PLACED IN THE SAID EASEMENT WAYS, BUT THE SAME MAY BE USEDFOR GARDENS, SHRUBS, LANDSCAPING AND OTHER PURPOSES THAT DO NOT THEN OR LATERINTERFERE WITH THE AFORESAID USES OR RIGHTS HEREIN GRANTED.COVENTRY INVESTMENTS, LLC___________________________________________________BEN KATT, MEMBER DATEACKNOWLEDGEMENT OF NOTARYSTATE OF NEBRASKA )COUNTY OF _______________ )ON THIS ___________DAY OF ___________________, ___________, BEFORE ME, THE UNDERSIGNED, ANOTARY PUBLIC IN AND FOR SAID COUNTY, PERSONALLY CAME BEN KATT, MEMBER OF COVENTRYINVESTMENTS, LLC, WHO IS PERSONALLY KNOWN TO BE THE IDENTICAL PERSON WHOSE NAME ISAFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOWLEDGED THE SAME TO BE HIS/HERVOLUNTARY ACT AND DEED.WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.______________________________________NOTARY PUBLICNOTES:1.DIRECT VEHICULAR ACCESS WILL NOT BE ALLOWED TO WEST "Q" ROAD AND GEORGE B. LAKEPARKWAY FROM OUTLOT "D".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 RECORDEDBY 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 WHENRIGHT-OF-WAY LINES HAVE 90° ANGLE.6.A 35' NO BUILD (SETBACK) ALONG GEORGE B. LAKE PARKWAY PER "APPENDIX C: BOULEVARDDESIGN GUIDELINES" PER THE OMAHA SUBURBAN PARK SYSTEM MASTER PLAN, LAST UPDATED2015.9.A 115' NOISE ATTENUATION EASEMENT IS HEREBY GRANTED AS INDICATED ALONG WEST "Q" ROAD.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 AGATHERING PLACE OF PERSON(S), AS FAR AWAY FROM TRAFFIC NOISE OF WEST "Q" ROAD AS THEPLAT WILL ALLOW. CONSTRUCTION OF SUCH FACILITIES WITHIN THE EASEMENT SHALL BEPROHIBITED.EXHIBIT "A"
CLUSTER SUBDIVISION
FINAL PLAT
THE ROWS AT COVENTRY
LOTS 1 THRU 180 AND OUTLOTS "A" THRU "W" INCLUSIVE
OMAHA, NEBRASKA
56159147135404142434459485255545357586517115214016417612111145465047O.L. "E"0.038 AC7449601.697 ACOUTLOT "D"1140.111 ACOUTLOT "N"867910398910.095
ACOUTLOT
"L
"63390.206 ACOUTLOT "F"51128125124123122120130129126127133134137136142141138139145146149148154153150151157158161160166165162163169170173172174175178177115116118112107108110109106105104101102959697100999493928990838485888782818077787273767570696867616221441561311321671681431.249 AC1801923309121551791131191170.096
ACOUTLOT
"M
"0.095
ACOUTLOT
"K
"712.722 ACOUTLOT "A"430.146 ACO.L. "T"10.06
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"1014130.062 ACO.L. "V"110.07
7
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"20171821222524282932310.780 ACOUTLOT "C"50.097 ACOUTLOT "G"6150.097 ACOUTLOT "H"16260.097 ACOUTLOT "I"27660.
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"6478383736353433OUTLOT "D"1.697 ACPERMANENT 35' WIDESIDEWALK, LANDSCAPEAND NO BUILD EASEMENTINSTRUMENT NO.2007-023529PERMANENT STORM SEWER ANDDRAINAGEWAY GRANTED TODOUGLAS COUNTY S.I.D. NO. 524INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-023529POINT OF BEGINNING20' WIDE PEDESTRIANACCESS EASEMENT(SEE NOTE 4)SIGNAGE EASEMENT(SEE NOTE 4)N25°24'24"W 297.13' (P & M)R=200.00', L=54.94'CH=S17°40'29"W 54.77' (P & M)R=200.00', L=54.94'CH=S17°40'29"W 54.77' (P & M)R=845.72', L=410.31'CH=S11°38'46"W 406.30' (P & M)N47°27'25"W 369.59' (P & M)R=1042.50', L=166.00'CH=N02°18'33"E 165.82' (P & M)N02°15'09"W 10.80' (P & M)R=835.00', L=373.91'CH=S12°42'59"W 370.80' (P & M)S25
°
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24" HDPE24" HDPEK:\Projects\2019\299\p01\Engineering\CAD Files\Plat Exhibits\Final Plat\Subdivision Agreement Exhibits\STORM & PAVING EXHIBIT - 000.dwg1/22/2021 11:20 AMTyler Ruwe
E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
www.eacg.com
Revisions
Date DescriptionNo
10909 Mill Valley Road, Suite 100 Omaha, NE 68154
Phone: 402.895.4700 Fax: 402.895.3599
EXHIBIT B - PAVING & STORM SEWER
of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
2019.299.001
01/29/2021
TJR
TJR
AS SHOWN
11
THE ROWS AT COVENTRY
LOTS 1 THRU 191 & OUTLOTS "A" THRU "S" INCLUSIVE
OMAHA, NEBRASKA LEGEND01 inch = ft.4040407" - PavementR37.50
R2
5
.
0
0
R25.
0
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207
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T208TH CIRCLEQ STREETGEORGE B. LAKE PARKWAY
COVENTRY DRIVER62.50R25.00R25.00R15.0025'25'25'38'25'25'R25.00
25'Proposed Storm Sewer SystemR
2
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ACOUTLOT
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"2.722 ACOUTLOT "D"43K:\Projects\2019\299\p01\Engineering\CAD Files\Plat Exhibits\Final Plat\Subdivision Agreement Exhibits\SANITARY SEWER EXHIBIT - 000.dwg1/22/2021 11:35 AMTyler Ruwe
E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
www.eacg.com
Revisions
Date DescriptionNo
10909 Mill Valley Road, Suite 100 Omaha, NE 68154
Phone: 402.895.4700 Fax: 402.895.359901 inch = ft.404040SSExisting Sanitary SewerSSQ STREET141212194207
T
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COVENTRY DRIVEof
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
2019.299.001
01/29/2021
TJR
TJR
AS SHOWN
11
THE ROWS AT COVENTRY
LOTS 1 THRU 191 & OUTLOTS "A" THRU "S" INCLUSIVE
OMAHA, NEBRASKA
SANITARY SEWER EXHIBIT Proposed Sanitary SewerLEGEND208TH CIRCLEGEORGE B. LAKE PARKWAYU CIRCLE
12401250123812421244124612461246124812521230123212341236123012401232
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WWWWWGGGGGGGGGGGGGGGGGGGGGGGGGGOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTGGGGGGGGGGGGGGGGGG56159147135404142434459485255545357586517115214016417612111145465047O.L. "E"0.038 AC7449601.697 ACOUTLOT "D"1140.111
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ACOUTLOT
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SF SFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFK:\Projects\2019\299\p01\Engineering\CAD Files\Plat Exhibits\Final Plat\Subdivision Agreement Exhibits\GRADING & SWPPP EXHIBIT - 000.dwg1/22/2021 12:21 PMTyler Ruwe
E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
www.eacg.com
Revisions
Date DescriptionNo
10909 Mill Valley Road, Suite 100 Omaha, NE 68154
Phone: 402.895.4700 Fax: 402.895.359901 inch = ft.505050Q STREET141212194207
T
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COVENTRY DRIVEof
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
2019.299.001
01/29/2021
TJR
TJR
AS SHOWN
11
THE ROWS AT COVENTRY
LOTS 1 THRU 191 & OUTLOTS "A" THRU "S" INCLUSIVE
OMAHA, NEBRASKA
EXHIBIT D - SEDIMENT & EROSION CONTOL PLAN
GEORGE B. LAKE PARKWAY
U STREETLEGENDProposed Contours11701120Existing ContoursSediment Basin Perimeter >>WWGGXXOHPOHPErosion Control TerraceFill AreasErosion Control MattingPower PoleGuy WireLight PoleFire HydrantUtility Valve (Water)Curb InletManholeFence LineGas LineWater LinePower Line (Overhead)Limits of ConstructionDiversion BermSilt Fence
12401250126012601270127012421244124612481252125412561258
1
2
5
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2
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2126412
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41266126612681268
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ACOUTLOT
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ACOUTLOT
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"6478383736353433OUTLOT "D"1.697 ACPERMANENT 35' WIDESIDEWALK, LANDSCAPEAND NO BUILD EASEMENTINSTRUMENT NO.2007-023529PERMANENT STORM SEWER ANDDRAINAGEWAY GRANTED TODOUGLAS COUNTY S.I.D. NO. 524INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-023529PERMANENT 45' WIDE WATER MAINEASEMENT GRANTED TO M.U.D.INSTRUMENT NO. 2007-023529POINT OF BEGINNING(SEE NOTE 4)20' WIDE PEDESTRIANACCESS EASEMENT(SEE NOTE 4)SIGNAGE EASEMENT(SEE NOTE 4)PERMANENT SIDEWALK EASEMENTINST. NO. 2008-032864911765211714208TH COURT"R" PLAZA207
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"S
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E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
www.eacg.com
Revisions
Date DescriptionNo
10909 Mill Valley Road, Suite 100 Omaha, NE 68154
Phone: 402.895.4700 Fax: 402.895.359901 inch = ft.505050of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
2019.299.001
01/29/2021
TJR
TJR
AS SHOWN
11
THE ROWS AT COVENTRY
LOTS 1 THRU 191 & OUTLOTS "A" THRU "S" INCLUSIVE
OMAHA, NEBRASKA
EXHIBIT E - POST-CONSTRUCTION
STORMWATER MANAGEMENT PLAN LEGENDStorm Sewer SystemSanitary Sewer SystemPCSMP Basin LimitsCITY OF OMAHA TYPE 2 AREA INLET WITHOUT ORIFICE PLATE - DIAMETER VARIESNOT TO SCALEManhole Cover Deeter 1931 GratedInlet Cover or Approved EqualOutlet Pipe I.E.See plan & profileTop of Basin. See table forelevationBottom of Basin elev.See table for elevationToe of Basin. See table forelevationDrill X" holes through Inlet atBottom of Pond Elevation.Holes shall be spaced aminimum of 6" on center.See table for elevationBottom of Basin elev.See table for elevationCity of Omaha Area Inlet Type II, XX" DiameterStd plate No. 700-17. See table for size.Outlet PipeSee Plan & ProfileThroat. See table for elevationNotes:1.For conversion to PCSMP Basin, holes at Wet Storage Pool Elevation will be grouted in and new holes willbe drilled at a lower elevation, See PCSMP Plans.Rim. See table for elevation0.00 Ac.Basin_IDDrainage AreaProposed Contours1170Extended Dry Detention Basin Maintenance ScheduleTaskScheduleRemove Trash and DebrisMonthlyCheck and Repair any Eroded AreasMonthly - Reseed as NecessaryOutlet/Inlet Inspection and Cleanout - Including SedimentBuildup at Orifice PlateMonthlyInspect for Ponding, Washed Out AreasMonthlyPerimeter Mowing and Bank Mowing Above RiserMonthlyBasin Inspection and CleanoutAnnually - Remove Sediment when25% Storage Volume is LostRemove Woody Vegetation Along EmbankmentAnnuallyInspect for Structural DamageAnnuallyRepair Broken Pipes and Flared End SectionsAs NeededReplace Riprap That is Choked with SedimentAs NeededSecurityAs NeededPCSMP Basin SummaryDrainageSubbasinArea (AC)Water Quality ControlVolume Required (CF)Water Quality ControlVolume Provided (CF)A15.0127,24441,052
Exhibit F
Post-construction stormwater maintenance agreement
1. Construction site stormwater runoff controls
This section should define the controls used to manage stormwater runoff during construction. It should also contain
information defining when the controls are installed, when they are taken out and how/when they are converted to a
permanent post-construction feature (if applicable)
2. Post-construction stormwater management features
Define the features to be used as permanent post-construction stormwater management controls.
3. Timing of installation of post-construction stormwater management features
Provide a schedule (either a timeline, or percentage of buildout) defining when the permanent post-construction
stormwater features will be installed. They should not be installed at such a time to treat or control construction site
runoff, or to become impaired by construction site runoff. Some features may not be built until developments are
significantly built out.
4. Maintenance responsibilities of the Subdivider
Define what the maintenance requirements of the post-construction stormwater management features are to provide
the required treatment. Maintenance responsibilities of the Subdivider will be limited to activities that preserve the
ability of the feature to retain, detain, convey or treat stormwater runoff, as designed.
5. Maintenance responsibilities of the Association
Define what maintenance activities will be the responsibility of the Association (or other private entity). These
include routine mowing, landscaping, vegetation removal or control, private amenities and other features not
specifically necessary to retain, detain, convey or treat stormwater runoff. Maintenance of adjacent sidewalks will
also be the responsibility of the Association.
6. Transfer of Maintenance Responsibilities
This maintenance Agreement shall be binding upon the parties, their respective successors and assigns and runs with
the land shown on Exhibit "A".