RES 2020-0637 - Jobman Addition - Subdivision Agmt (Lots 1-4)
Rev. 10/9/2019 2
Subdivider 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 by the Subdivider to the City as soon as available, but in
no event longer than four months from the date of execution of this agreement.
F. Underground electrical service to each of the lots in the area to be developed to be installed by the Omaha
Public Power District. A contract with OPPD will be provided by the Subdivider to the City as soon as
available, but in no event longer than four months from the date of execution of this agreement.
G. 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. Sidewalks and street trees shall be constructed immediately abutting built-upon lots as soon as
weather permits.
2. 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 in right-
of-way and outlots, per plat (Exhibit “A”). The plans and specifications for said stormwater management
improvements shall be submitted to and must be accepted by the City prior to starting construction of said
improvements. Said improvements shall be located as shown on the post-construction stormwater
management plans to be prepared by E & A Consulting Group, Inc., copies of which are attached hereto as
Exhibit “D” and are subject to the approval of the City. The City has assigned a project number of
OMA-20090810-1004-P 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
Association and shall be subject to the approval of the City. The maintenance agreement must include
language to control when post-construction stormwater features are constructed, and differentiate between
the requirements of construction site stormwater runoff controls and post-construction controls. The post-
construction stormwater features shall not be installed until such time as they will not be negatively
impacted by construction site runoff. Maintenance actions identified as private, to be performed by the
association, property owner, or other private entity shall run with the land and become the responsibility of
any successors, assigns or future owners, as appropriate.
SECTION II
The parties agree that the entire cost of all public improvements paid for privately by the Subdivider and set out in
Section I herein shall be defrayed as follows:
A. One hundred percent (100%) of the entire cost of all street, sidewalk and street tree construction shall be
paid for privately by the Subdivider, 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 for privately by the Subdivider.
C. One hundred percent (100%) of the entire cost of water distribution system serving the area to be developed
shall be paid for privately by the Subdivider..
D. The entire cost of the installation of electrical power service and gas distribution system shall be paid for
privately by the Subdivider.
Rev. 10/9/2019 3
E. 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 “D”. 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.
basis.
F. One hundred percent (100%) of the entire cost of all post-construction stormwater management features,
and related appurtenances, shall be paid for privately by the Subdivider, provided,
1. The Subdivider shall own and maintain these properties in accordance with the maintenance
agreement contained herein. All necessary easements to the City and the Subdivider shall be
granted at the time of platting. Post-construction stormwater management maintenance identified
as the responsibility of the Association shall be performed and funded by the Association
2. Routine mowing, landscaping, screening or other amenities that do not contribute to water quality
shall be paid for by the Subdivider and maintained by the Association.
SECTION III
Subdivider covenants and agrees that the Subdivider will abide by and incorporate into all of its construction
contracts the provisions required by the regulations of the City pertaining to construction of public improvements in
subdivisions and testing procedures therefore.
SECTION IV
In the performance of this Agreement, the Subdivider shall not discriminate against any parties on account of race,
color, creed, political or religious affiliation, sex, marital status, sexual orientation, gender identity, national origin,
age, or disability in violation of federal or state laws or local ordinances.
SECTION V
A. 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, in such manner and at such place or
places designated on plans submitted by the Subdivider and approved by the City.
B. Upon the completion of any sanitary outfall sewer, if any, built by the Subdivider, the City shall be granted
and they shall accept control and operation of the facility. The Subdivider shall convey by proper legal
instrument all its rights, easements, title, and interest in such Sanitary Outfall Sewer to the City. The form
of acquisition shall be upon approved City forms.
C. Without prior written approval by the City, the Subdivider shall not permit any sewer lines outside the
presently described boundaries to be connected to: The sewer or sewer lines of the subdivision, any sewer
from the subdivision's boundaries to the sewers of the City, any outfall sewer of the City, or any sewage
treatment plant of the City. The City shall have exclusive control over connections to its sewers whether
inside or outside the subdivision. The Subdivider shall not collect charges for such connections.
Rev. 10/9/2019 4
D. At all times, all sewage from and through said subdivision into the City sewer system shall be in conformity
with the ordinances, regulations, and conditions applicable to sewers and sewage within the City as now
existing and as from time to time may be amended.
E. Before any connection from any premises to the sewer system of the subdivision may be made, a permit
shall be obtained for said premises and its connection from the proper department of the City, which permit
shall be obtainable on the same terms, conditions, and requirements of the City and for the same permit fee
of the City applicable from time to time to permit property outside the City to connect to the sewer system
of the City; it being expressly understood that the City reserves the right to collect all connection charges
and fees as required by City ordinances or rules now or hereafter in force; all such connections shall comply
with minimum standards prescribed by the City.
F. Notwithstanding any other provisions of this Agreement, City retains the right to disconnect the sewer of
any industry, or other sewer user within the area to be developed, which is discharging into the sewer
system in violation of any applicable ordinance, statute, rule or regulation.
G. The Subdivider warrants that it has not employed or retained any company or person, other than a bona fide
employee working for the Subdivider, to solicit or secure this Agreement, and that it has not paid or agreed
to pay any company or person, other than a bona fide employee working for the Subdivider, any fee,
commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from
the award or making of this Agreement. For breach or violation of this warranty, the City shall have the
right to annul this Agreement without liability. The Subdivider shall require the same warranty from each
contractor with whom it contracts in any way pertaining to its sewage system. The prohibition provided for
herein shall not apply to the retention of an attorney or other agent for the purpose of negotiating the
provisions of this Agreement where the existence of such agency has been disclosed to the City.
H. The Subdivider expressly agrees that they are and shall be:
1. Bound by and to any provisions of any ordinances, rules and regulations hereafter made and
adopted by the City of Omaha applicable to subdivisions whose sewers connect directly or
indirectly with or into sewers or sewage systems of the City of Omaha; and,
2. Bound by any terms and provisions which by ordinance, resolution or rule of the City of Omaha
shall hereafter adopt or provide as being applicable to or required in contracts with subdivisions or
in order to permit or continue the discharge of any sewage from a subdivision to flow into or
through any part of the sewer or sewage system of the City of Omaha.
SECTION VI
A. The owner of each lot shall make payment to the City of Omaha for 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 FY2020, the fee would be as follows:
Lots 1-4, Single Family Attached,
16 Units @ $931.00 $14,896.00
TOTAL: $14,896.00
B. 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.
Rev. 10/9/2019 5
C. The Subdivider and the City agree that payment made under Section VI-A of this Agreement shall
constitute a Watershed Management Fee for the area described in Section VI-A 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-
A 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-A prior to the time any such lot or parcel
is built upon.
SECTION VII
A. Installation of entrance signs or related fixtures and any median landscaping and related fixtures shall be
paid for by the Subdivider. Plans for such proposed improvements that are to be located in public right-of-
way and a proposed maintenance agreement for the improvements must be submitted to the City for review
and approval prior to the installation of improvements.
B. PCSMP facilities and will be maintained by the Association.
C. Tree mitigation is not required for the Jobman Addition subdivision.
D. The routine maintenance and snow removal of the on-street parking areas located on public right-of-way
shall be the responsibility of the Association.
E. No separate administrative entity nor joint venture, among the parties, is deemed created by virtue of the
Subdivision Agreement.
F. The administration of this Subdivision Agreement shall be through the offices of the undersigned officers
for their respective entities.
G. This Subdivision Agreement shall be binding upon the parties, their respective successors and assigns and
runs with the land shown on Exhibit "A"”.
H. The violation or breach of this Agreement may be remedied by an action for specific performance, or other
available legal or equitable remedies. Any statute of limitations applicable to an obligation under this
Agreement shall be tolled until the obligee party provides to the obligor party a written demand for
performance of the obligation by a certain deadline.
Space below intentionally left blank – Signature Page to follow
SUBDIVISION AGREEMENT EXHIBIT
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING
EXHIBIT C SANITARY & STORM SEWER
EXHIBIT D POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN
EXHIBIT E POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
S00°00'09"E 154.54'S89°40'04"W 172.81'S00°05'15"W 140.06'S89°40'29"W 127.07'N00°13'55"E 132.13'N00°01'03"E 145.74'N89°41'22"E
42.06'
N00°10'52"E 17.08'
N89°44'48"E 257.39'50.00'50.50'50.00'50.00'RUGGLES STREET17.00'257.39'17.00'257.45'
57.62'99.65'100.18'137.54'99.58'99.65'100.33'140.06'127.07'132.13'89°34'48"89°39'01"137.81'137.67'7.91'
1
17,772 SQ. FT.
0.408 AC.
2 3 4
179°
4
7
'
0
8
"
POINT OF BEGINNING
PCSMP EASEMENT
(SEE NOTE 3)33.50'17.0' ADDITIONAL RIGHT-OF-WAY
DEDICATION
42.06'
0.08'
9
0
°
2
6
'
0
4
"
13,785 SQ. FT.
0.316 AC.
13,726 SQ. FT.
0.315 AC.
13,744 SQ. FT.
0.316 AC.137.83'126.75'
89°55'16"89°55'16"89°44'58"PCSMP EASEMENT
(SEE NOTE 3)
Revisions
DateNo Description E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
10909 Mill Valley Road, Suite 100 · Omaha, NE 68154
Phone: 402.895.4700 · Fax: 402.895.3599
www.eacg.com
0
1 inch = ft.
60 60
60
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of
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Designed By:
Date:
Proj No:
Sheet:
Scale:
P2009.247.003
02/01/2018
KGV
TRH
1" = 60'
11
4/23/20 REVISED EASEMENT LAYOUT EXHIBIT "A"
FINAL PLAT
JOBMAN ADDITION
LOTS 1 THRU 4 INCLUSIVE
OMAHA, NEBRASKA
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 JOBMAN ADDITION (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 JOBMAN ADDITION (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITY PLANNING
BOARD.
_________________________________________________________________
CHAIRMAN OF CITY PLANNING BOARD DATE
OMAHA CITY COUNCIL ACCEPTANCE
THIS PLAT OF JOBMAN ADDITION (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 JOBMAN ADDITION (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 JOBMAN ADDITION (THE LOTS NUMBERED AS SHOWN). A TRACT OF LAND BEING ALL OF LOT 1, SIERRA GROUP
1ST ADDITION, A SUBDIVISION LOCATED IN THE SW1/4 OF THE SE1/4 OF SECTION 6, TOWNSHIP 15 NORTH, RANGE 13 EAST OF THE
6TH P.M., DOUGLAS COUNTY, NEBRASKA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 1, SIERRA GROUP 1ST ADDITION, SAID CORNER ALSO BEING THE
SOUTHWEST CORNER OF LOT 2, SAID SIERRA GROUP 1ST ADDITION, AND ALSO BEING ON THE NORTHERLY RIGHT-OF-WAY LINE
OF SPAULDING STREET; THENCE S89°40'29”W (ASSUMED BEARING) ALONG THE SOUTHERLY LINE OF SAID LOT 1, SIERRA
GROUP 1ST ADDITION, SAID LINE ALSO BEING SAID NORTHERLY RIGHT-OF-WAY LINE OF SPAULDING STREET, A DISTANCE OF
127.07 FEET TO THE SOUTHWEST CORNER OF SAID LOT 1, SIERRA GROUP 1ST ADDITION, SAID POINT ALSO BEING THE
SOUTHEAST CORNER OF LOT 41, BLOCK 8, NORTH FIELD ADDITION, A SUBDIVISION, LOCATED IN SAID SECTION 6; THENCE
N00°13'55”E ALONG THE WESTERLY LINE OF SAID LOT 1, SIERRA GROUP 1ST ADDITION, SAID LINE ALSO BEING THE EASTERLY
LINE OF SAID LOT 41, BLOCK 8, NORTH FIELD ADDITION, A DISTANCE OF 132.13 FEET TO THE NORTHEAST CORNER OF SAID
LOT 41, BLOCK 8, NORTH FIELD ADDITION, SAID POINT ALSO BEING ON THE SOUTHERLY LINE OF A VACATED ALLEY LOCATED IN
SAID BLOCK 8, NORTH FIELD ADDITION; THENCE N00°01'03”E ALONG SAID WESTERLY LINE OF LOT 1, SIERRA GROUP 1ST ADDITION
SAID LINE ALSO BEING THE EASTERLY LINE OF LOT 20, SAID BLOCK 8, NORTH FIELD ADDITION, AND THE SOUTHERLY EXTENSION
THEREOF, A DISTANCE OF 145.74 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, SIERRA GROUP 1ST ADDITION, SAID POINT
ALSO BEING THE NORTHEAST CORNER OF SAID LOT 20, BLOCK 8, NORTH FIELD ADDITION, AND ALSO BEING ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF RUGGLES STREET; THENCE NORTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT 1, SIERRA
GROUP 1ST ADDITION, SAID LINE ALSO BEING SAID SOUTHERLY RIGHT-OF-WAY LINE OF RUGGLES STREET ON THE FOLLOWING
THREE (3) DESCRIBED COURSES: (1) N89°41'22”E, A DISTANCE OF 42.06 FEET; (2) THENCE N00°10'52”E, A DISTANCE
OF 17.08 FEET; (3) THENCE N89°44'48”E, A DISTANCE OF 257.39 FEET TO THE NORTHEAST CORNER OF SAID LOT 1, SIERRA
GROUP 1ST ADDITION; THENCE S00°00'09”E ALONG THE EASTERLY LINE OF SAID LOT 1, SIERRA GROUP 1ST ADDITION, SAID LINE
ALSO BEING THE WESTERLY LINE OF LOT 1, FONTENELLE MEADOWS, A SUBDIVISION LOCATED IN SAID SECTION 6, AND THE
NORTHERLY EXTENSION THEREOF, A DISTANCE OF 154.54 FEET TO THE NORTHEAST CORNER OF LOT 3, SAID SIERRA GROUP 1ST
ADDITION; THENCE S89°40'04”W ALONG SAID EASTERLY LINE OF LOT 1, SIERRA GROUP 1ST ADDITION, SAID LINE ALSO BEING THE
NORTHERLY LINE OF SAID LOTS 2 AND 3, SIERRA GROUP 1ST ADDITION, A DISTANCE OF 172.81 FEET TO THE NORTHWEST
CORNER OF SAID LOT 2, SIERRA GROUP 1ST ADDITION; THENCE S00°05'15”W ALONG SAID EASTERLY LINE OF LOT 1, SIERRA
GROUP 1ST ADDITION, SAID LINE ALSO BEING THE WESTERLY LINE OF SAID LOT 2, SIERRA GROUP 1ST ADDITION, A DISTANCE OF
140.06 FEET TO THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINS AN AREA OF 63,403 SQUARE FEET OR 1.456 ACRES, MORE OR LESS.
___________________________________________ ______________________________
JOHN W. VON DOLLEN L.S. 579 DATE
ACKNOWLEDGEMENT OF NOTARY
STATE OF NEBRASKA )
COUNTY OF DOUGLAS )
ON THIS ___________DAY OF ___________________, ___________, BEFORE ME, THE UNDERSIGNED, A
NOTARY PUBLIC IN AND FOR SAID COUNTY, PERSONALLY CAME MELVIN SUDBECK, PRESIDENT OF
ORCHARD VALLEY INC, WHO IS PERSONALLY KNOWN TO BE THE IDENTICAL PERSON WHOSE NAME IS
AFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOWLEDGED THE SAME TO BE HIS VOLUNTARY
ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
______________________________________
NOTARY PUBLIC
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, ORCHARD VALLEY INC, THE OWNERS OF THE PROPERTY
DESCRIBED IN THE SURVEYOR CERTIFICATION AND EMBRACED WITHIN THIS PLAT, HAVE CAUSED SAID
LAND TO BE SUBDIVIDED INTO LOTS TO BE NUMBERED AND NAMED AS SHOWN, SAID SUBDIVISION TO BE
HEREAFTER KNOWN AS JOBMAN ADDITION (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 GRANT EASEMENTS AS SHOWN ON THIS PLAT, WE DO FURTHER GRANT A PERPETUAL EASEMENT
TO THE OMAHA PUBLIC POWER DISTRICT (OPPD), COX COMMUNICATIONS, CENTURYLINK
COMMUNICATIONS AND ANY COMPANY WHICH HAS BEEN GRANTED A FRANCHISE TO PROVIDE A CABLE
TELEVISION SYSTEM IN THE AREA TO BE SUBDIVIDED, THEIR SUCCESSORS AND ASSIGNS, TO ERECT,
OPERATE, MAINTAIN, REPAIR AND RENEW POLES, WIRES, CABLES, CONDUITS AND OTHER RELATED
FACILITIES, AND TO EXTEND THEREON WIRES OR CABLES FOR THE CARRYING AND TRANSMISSION OF
ELECTRIC CURRENT FOR LIGHT, HEAT AND POWER AND FOR THE TRANSMISSION OF SIGNALS AND
SOUNDS OF ALL KINDS INCLUDING SIGNALS PROVIDED BY A CABLE TELEVISION SYSTEM, AND THE
RECEPTION ON, OVER, THROUGH, UNDER AND ACROSS A FIVE-FOOT (5') WIDE STRIP OF LAND ABUTTING
ALL FRONT AND SIDE BOUNDARY LOT LINES; AN EIGHT-FOOT (8') WIDE STRIP OF LAND ABUTTING THE REAR
BOUNDARY LINES OF ALL INTERIOR LOTS; AND A SIXTEEN-FOOT (16') WIDE STRIP OF LAND ABUTTING THE
REAR BOUNDARY LINES OF ALL EXTERIOR LOTS. THE TERM EXTERIOR LOTS IS HEREIN DEFINED AS
THOSE LOTS FORMING THE OUTER PERIMETER OF THE ABOVE-DESCRIBED ADDITION. SAID SIXTEEN-FOOT
(16') WIDE EASEMENT WILL BE REDUCED TO AN EIGHT-FOOT (8') WIDE STRIP WHEN THE ADJACENT LAND IS
SURVEYED, PLATTED AND RECORDED AND WE DO FURTHER GRANT A PERPETUAL EASEMENT TO
METROPOLITAN UTILITIES DISTRICT, THEIR SUCCESSORS AND ASSIGNS, TO ERECT, INSTALL, OPERATE,
MAINTAIN, REPAIR AND RENEW PIPELINES, HYDRANTS AND OTHER RELATED FACILITIES, AND TO EXTEND
THEREON PIPES FOR THE TRANSMISSION OF GAS AND WATER ON, THROUGH, UNDER AND ACROSS A
FIVE-FOOT (5') WIDE STRIP OF LAND ABUTTING ALL CUL-DE-SAC STREETS AND ALONG ALL STREET
FRONTAGES OF ALL LOTS. NO PERMANENT BUILDINGS OR RETAINING WALLS SHALL BE PLACED IN THE
SAID EASEMENT WAYS, BUT THE SAME MAY BE USED FOR GARDENS, SHRUBS, LANDSCAPING AND OTHER
PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS HEREIN
GRANTED.
ORCHARD VALLEY INC
_______________________________________________________________________
MELVIN SUDBECK, PRESIDENT DATE
LEGEND
BOUNDARY LINE
LOT LINE
EXIST. PROPERTY LINES
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 RECORDING INFORMATION WILL BE
RECORDED BY A SEPARATE DOCUMENT.
JOBMAN ADDITION
LOTS 1 THRU 4 INCLUSIVE
BEING A REPLATTING OF ALL OF LOT 1, SIERRA GROUP 1ST ADDITION, A SUBDIVISION LOCATED IN THE SW1/4 OF
THE SE1/4 OF SECTION 06, TOWNSHIP 15 NORTH, RANGE 13 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA.
1
234PCSMP EASEMENT(SEE NOTE 3)0+001+002+003+003+20BP: 0+00.00
EP: 3+19.60
11651170117511801185119011951165117011751180118511901195-0+200+001171.0
1171.020+201173.6
1173.580+401174.1
1174.050+601174.0
1173.950+801174.3
1174.311+001174.7
1174.721+201174.7
1174.721+401175.0
1174.991+601175.5
1175.451+801176.0
1176.022+001176.5
1176.472+201177.0
1176.992+401177.81177.832+601178.51178.482+801179.01179.023+001179.81179.763+203+403.4478%3.9064%2.1583%PVI STA: 0+10.00
PVI ELEV: 1171.30
PVI STA: 3+10.00PVI ELEV: 1180.08EVCE: 1177.558EVCS: 2+36.79
HIGH POINT ELEV = 1174.19HIGH POINT STA = 0+94.11PVI STA = 0+71.61PVI ELEV = 1173.70K = 2645.00' VCSSD=640'EVCE: 1174.189
EVCS: 0+94.11 LOW POINT ELEV = 1176.297LOW POINT STA = 1+91.79PVI STA = 2+14.29PVI ELEV = 1176.78K = 3545.00' VCHD=???'BVCS: 0+49.11
BVCE: 1172.824
BVCS: 1+91.79
BVCE: 1176.297
End Paving
Sta = 0+10.00
Elev = 1171.30
End PavingSta = 3+10.00Elev = 1180.08
Scale: Horiz. 1"=20'Vert. 1"=5'RUGGLES STREET5/5/2020 8:33 AMJustin Zetterman
Date
Revisions
Description E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
10909 Mill Valley Road, Suite 100 · Omaha, NE 68154
Phone: 402.895.4700 · Fax: 402.895.3599
www.eacg.com
No
K:\Projects\2009\247\p01\PvSt - I\Final Design\PAV RUGGLES-000.dwg5/5/2020 8:33 AMJustin Zetterman
Date Description 01 inch = ft.202020of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
P2009.247.003
12/13/2017
JZ
BRW
SEE PLAN
11
JOBMAN ADDITION
OMAHA, NEBRASKA 25.0013.0012.50Ruggles StreetExisting GradeProposed GradeLEGENDProposed PavementEXHIBIT B - PAVING
17.00'257.39'17.00'257.45'
57.62'99.65'100.18'137.54'99.58'99.65'100.33'140.06'127.07'132.13'137.81'137.67'7.91'
POINT OF BEGINNING
PCSMP EASEMENT
(SEE NOTE 3)
42.06'
0.08'137.83'126.75'
PCSMP EASEMENT
(SEE NOTE 3)
1180
11
9
0
12
0
0 117211741176117
8
118
2
1184
1186
1
1
8
8
119
2
1194
1196
11
9
8
1202
1204
120611801
1
8
2
1184118611
8
0
11
9
0
117
2
1174
1176
1178
1182
1184
1186118811921194119012001192
1
1
9
4
1
1
9
6119812021
2
0
4
1206120811701172
1174
2 3 4
11
7
4
1
11
8
2
11
8
0
11
7
8
120
4
1
2
0
6
12
0
0
11
7
6
11
8
4
1188
1190
120
2
1186
Ruggles Street
EXHIBIT CSANITARY & STORMSEWER15 30030
1 inch = 30 ft.8'30" RCP
15" Service Line
2%45° Collar
0.50'Sanitary Service Line Connection Detail
Not to Scale
Existing 30" Combined Sewer
NOTE:
ALL Service Line Flow Lines are Approximate
and need to be Field Verified by the
Contractor, NOT a Direct Pay Item Connection shall be made
to TOP of 30" RCP per
City of Omaha Standard Plate No. 700-02
Existing 8" Combined Sewer
54" Sanitary Manhole
54" Sanitary Manhole
54" Sanitary Manhole
15" Sanitary PVC
8" Sanitary PVC 29'54" Sanitary Manhole
Bio-Retention Basin (Typ)
Sanitary Service Line Connection
Spaulding Street
Retaining Wall JOBMAN ADDITIONOMAHA, NEBRASKADateDescriptionE & A CONSULTING GROUP, INC.Engineering · Planning · Environmental & Field Services10909 Mill Valley Road, Suite 100 · Omaha, NE 68154Phone: 402.895.4700 · Fax: 402.895.3599www.eacg.comRevisionsChecked By:Drawn By:Designed By:Date:Proj No:SheetK:\Projects\2009\247\p01\Plans\san & paving 000.dwg5/1/2020 7:00:55 AMjustinzP2009.247.00310/05/2017JASJASPC1No12" Cleanout Riser (Typ)
8" PVC Pipe (Typ)
Service Line Riser
Service Line Riser
4/10/20201Revised Basin Outlet Pipes4" Drain tile to basin
Grate yard inlet
RUGGLES STREET17.00'257.39'17.00'257.45'
57.62'99.65'100.18'137.54'99.58'99.65'100.33'140.06'127.07'132.13'137.81'137.67'7.91'
POINT OF BEGINNING
42.06'
0.08'137.83'126.75'
1180
11
9
0
12
0
0 117211741176117
8
118
2
1184
1186
1
1
8
8
119
2
1194
1196
11
9
8
1202
1204
12061180119412001
1
9
4
1
1
9
6119812021
2
0
4
12062 3 4
11
7
4
1
11
8
2
11
8
0
11
7
8
120
4
1
2
0
6
12
0
0
11
7
6
11
8
4
1188
1190
120
2
1186
EXHIBIT D - PCSMPJOBMAN ADDITIONOMAHA, NEBRASKA0
1 inch = 20 ft.
20 10 20
LEGEND
Bio-Retention Basin Boundary
Storm Sewer Pipe Network
Basin Boundary
12" Cleanout Riser (Typ)
4" Perferated Drain Tile in Basins (Typ)
8" PVC Pipe (Typ)DateDescriptionE & A CONSULTING GROUP, INC.Engineering · Planning · Environmental & Field Services10909 Mill Valley Road, Suite 100 · Omaha, NE 68154Phone: 402.895.4700 · Fax: 402.895.3599www.eacg.comRevisionsNoChecked By:Drawn By:Designed By:Date:Proj No:SheetK:\Projects\2009\247\p01\Plans\san & paving 000.dwg5/1/2020 7:00:14 AMjustinzP2009.247.00312/08/2017JASJASPC1BIO-RETENTION BASIN NOTES
1/2" WATERSHED VOLUME
BASIN BOTTOM ELEV.TOP ELEV.OUTLET PIPE
DIAMETER
RISER PIPE
DIAMETER
DOME GRATE
DIAMETER
DOME GRATE
RIM ELEVATION
EMERGENCY
SPILLWAY
ELEVATION
EMERGENCY
SPILLWAY
WIDTH
DRAINAGE
AREA (AC)
REQUIRED (CF) PROVIDED (CF)
A 1175.00 1177.50 8"12"12"1177.00 1177.25 5'0.42 755 699
B 1171.50 1174.50 8"12"12"1173.75 1174.25 7'0.32 579 617
C 1187.50 1190.00 8"12"12"1189.50 N/A N/A 0.37 670 924
D 1169.75 1172.00 8"12"12"1171.60 N/A N/A 0.25 456 231
NET WATERSHED VOLUME 2,460 2,471
TYPICAL BIO-RETENTION BASIN RISER DETAIL
NOT TO SCALE
Clean Out w/ Threaded
Cap
Bottom of
Basin
4" Perforated HDPE or
PVC pipe w/ smooth inner wall
Amended Soils
Outlet Pipe
Riser Pipe
To Storm Sewer
Nyloplast Light Duty Dome Grate
Rim Elevation
3
1
3
1
Bottom of Basin
BIO-RETENTION BASIN DETAIL
NOT TO SCALE
Limits of Bio-Retention Basin
24"
3:1 Slope,
max
Water Depth, maxBio Retention Basin
Top of Elevation
2'Existing Soil
Wrap with non-woven geotextile fabric
(Mirafi FW402 or approved equal)
4" Perforated HDPE or
PVC pipe w/ smooth inner wall
No. 57 Stone
(4" around pipe)
Amended soil
(20% Compost,
80% Fine Sand)
Conditioned soil
to 6" depth
Optional Silt Fence
(typ.)
BIO-RETENTION BASIN GENERAL NOTES
1 Scarify bottom and sides of basin and over excavated area to a depth of 6" prior to
placement of amended soil (Tilling Method).
2 The contractor shall work to minimize compaction by limiting construction traffic and
equipment size within the limits of the basin.
3 Seeding of the basin shall be as follows:
A - Bottom of the basin shall be United Rain Garden mixture from United Seeds Inc.
Planting method and seeding rate shall be per manufacturer's recommendation.
B - Side Slopes shall be Superturf II no rye (sod grower) lateral spread tall fescue
kentucky bluegrass mixture from United Seeds, Inc. Planting method and seeding
rate shall be 10 lbs per 1,000 sq ft. Seeding dates: March-June, dormant seeding:
December - March. Seed to be covered with matting, North American Green S75,
or approved equal.
4 Conditioned soil: Incorporate 2" of Omagrow compost in upper 6" of the basin
bottom (Tilling Method).
5 A filter sleeve shall not be allowed on the perforated underdrain pipe.
6 Perforated pipe shall not be allowed to connect to the existing storm sewer. Solid
wall pipe shall be used from the dome grate area riser downstream.
7 Erosion control blanket shall be installed where shown on 3:1 basin side slopes.
Erosion control blanket shall be North American Green S-150BN, or approved
equal, installed per manufacturer's recommendation.
Basin D Bypass
Basin D BypassBasin B BypassBasin A Bypass
Basin C Bypass
15" PVC Combined Sewer Existing Combined Sewer
4/10/20201Revised Basin Design and Pipes
EXHIBIT “E” cont.
BMP Maintenance Requirements
JOBMAN ADDITION
Douglas County
51ST Street and Ruggles Street
PCSMP Permit # OMA- 20090810-1004-2
Grading Permit # OMA-20090810-1004-P
I.Site Data:Total Site Area 1.456 Ac.
Disturbed Area 1.456 Ac. Undisturbed Area 0.0 Ac.
Impervious Area Before Construction 0 %
Impervious Area After Construction 45 %
II.General BMP Information
BMP ID Name BMP Location
Bioretention Basin A 41o 17’41.85” N 95o 59’34.91” W
Bioretention Basin B 41o 17’41.90” N 95o 59’33.70” W
Bioretention Basin C 41o 17’40.55” N 95o 59’34.38” W
Bioretention Basin D 41o 17’41.95” N 95o 59’33.70” W
III. BMP Site Location Map (attached)
IV. Routine Maintenance Tasks and Schedule for typical BMPs
Bioretention Maintenance Tasks and Schedule
Task Schedule
Remove trash and debris Monthly
Check and repair and eroded areas Monthly
Check vegetation and replace any damaged
plant materials
Monthly
Inspect for ponding, washed out areas, soil
conditions
Monthly
Perimeter mowing Monthly
Inspect collection system for proper
functioning
Quarterly
Reseed grass swale or border As needed
Pruning Annually
Repair broken pipes As needed
Replace rip rap that is chocked with sediment As needed
Remove sediment As needed
V.The Property Owner 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 Owner 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 Owner shall provide copies of the
annual maintenance inspection reports within three (3) business days.
RUGGLES STREET17.00'257.39'17.00'257.45'
57.62'99.65'100.18'137.54'99.58'99.65'100.33'140.06'127.07'132.13'137.81'137.67'7.91'
POINT OF BEGINNING
42.06'
0.08'137.83'126.75'
2 3 4
1
EXHIBIT E
BASIN LOCATION MAP JOBMAN ADDITION
OMAHA, NEBRASKA
Checked By:
Drawn By:
Designed By:
Date:
Proj No:
Sheet
P2009.247.003
12/08/2017
JAS
JAS
1
Date Description E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
10909 Mill Valley Road, Suite 100 · Omaha, NE 68154
Phone: 402.895.4700 · Fax: 402.895.3599
www.eacg.com
Revisions
No