RES 2022-1198 - Regency Landing (Lots 1-4) - Subdivision Agreement
D. Stormwater Features. Post-construction stormwater management features and related appurtenances have
been constructed in right-of-way pursuant to Subdivider’s plans previously approved by the City (Exhibit “B”).
E. Stormwater Maintenance Agreement. 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 “C”. 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 sidewalk 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 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 related to public improvements 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. 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.
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 Property, 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, if any. 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 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 FY2023, the fee would be as follows:
Lots 1 - 4, Commercial/Industrial/Mixed Use/Institutional,
5.404 Acres @ $5,345.00 $28,884.38
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.
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 Association. 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. No separate administrative entity nor joint venture, among the parties, is deemed created by virtue of the
Subdivision Agreement.
C. The administration of this Subdivision Agreement shall be through the offices of the undersigned officers
for their respective entities.
D. This Subdivision Agreement shall be binding upon the parties, their respective successors and assigns and
runs with the land shown on Exhibit "A".
E. The violation or breach of this Agreement may be remedied by an action for specific performance, or other
available legal or equitable remedies. Any statute of limitations applicable to an obligation under this
Agreement shall be tolled until the obligee party provides to the obligor party a written demand for
performance of the obligation by a certain deadline.
Space below intentionally left blank – Signature Page to follow
SUBDIVISION AGREEMENT EXHIBIT
EXHIBIT A FINAL PLAT
EXHIBIT B PAVING & STORM SEWER
EXHIBIT C POST-CONSTRUCTION STORMWATER MANAGEMENT MAINTENANCE PLAN
R=1810.08', L=228.85' (D&K) 228.43' (M)
CH=N24°45'46"E 228.70' (D) 228.86' (K) 228.28' (M)
COMMUNICATION EASEMENT
INST NO. 2012069590
INST NO. 2014096299
MEMORANDUM OF
EASEMENT
INST NO. 2011048142
MEMORANDUM OF
UTILITY EASEMENT
INST NO. 2011060945
LIMITATIONS OF ACCESS
BOOK 337 PAGE 351
OPPD AND NORTHWESTERN
LIMITATIONS OF ACCESS
BOOK 337 PAGE 351
OPPD AND NORTHWESTERN
LIMITATIONS OF ACCESS
BOOK 337 PAGE 351
SOUTHEAST CORNER SE1/4
SECTION 20, T15N, R12E
BRASS CAP
(POINT OF COMMENCEMENT)
3/4" OTP
SDH "X"
1" OTP
5/8" REBAR
NDOR ALUM.
CAP LS-474
NDOR ALUM.
CAP LS-474
1" OTP
3.210 AC
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S89°14'08"E 210.86' (D,K&M)
R=75.00', L=109.89'(D) 109.64' (M)
CH=S41°06'55"E 100.32' (D) 100.13' (M)
R=75.00', L=79.66' (D) 79.08' (M)
CH=S52°47'16"E 75.97' (D) 75.47' (M)
R=150.04', L=58.97' (D) 58.99' (M)
CH=S11°19'08"E 58.59' (D) 58.61' (M)
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S89°41'57"W 149.72' (R) 150.02' (M)N00°05'16"E 35.09' (D&M)S89°41'52"W 277.70' (C&K) 277.22' (M)
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OPPD RIGHT-OF-WAY
EASEMENT
BOOK 664 PAGE 690
ACCESS EASEMENT
BOOK 555 PAGE 677
PERMANENT
SEWER EASEMENT
BOOK 310 PAGE 297
ACCESS EASEMENT
INST NO. 2012069590
INST NO. 2014096299
UTILITY EASEMENT
INST NO. 2012069590
INST NO. 2014096299
OMHA RIGHT OF WAY PERMIT
BOOK 463 PAGE 541
RIGHT OF WAY PERMIT
BOOK 463 PAGE 541
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EASEMENT AND AGREEMENT
BOOK 652 PAGE 341
BOOK 1238 PAGE 304
(BLANKET IN NATURE)
65.00'
SECTION CORNER TIES
54.73' NNE TO SURVEY MARKER BASE OF LIGHT POLE
51.53' NE TO SURVEY MARKER BAS OF TRANSMISSION POLE
45.76' SE TO SURVEY MARKER BASE TRAFFIC SIGNAL
61.29' SW TO SURVEY MARKER IN CONC. SIDEWALK
70.88' SW TO 60D NAIL NE FACE OF POWER POLE
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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 REGENCY LANDING (THE LOTS NUMBERED AS SHOWN). A TRACT OF LAND LOCATED IN
PART OF THE SE1/4 OF THE SE1/4 OF SECTION 20, AND ALSO PART OF THE SW1/4 OF THE SW1/4 OF SECTION 21, ALL
LOCATED IN TOWNSHIP 15 NORTH, RANGE 12 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA, MORE PARTICULAR
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST 1/4 OF SECTION 20; THENCE N00°04'34”E (ASSUMED
BEARING) ALONG THE EAST LINE OF SAID SOUTHEAST 1/4 OF SECTION 20, A DISTANCE OF 50.00 FEET TO A POINT ON THE
NORTHERLY RIGHT-OF-WAY LINE OF PACIFIC STREET, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE
WESTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF PACIFIC STREET ON THE FOLLOWING THREE (3) DESCRIBED
COURSES: (1) S89°41'57”W, A DISTANCE OF 150.02 FEET; (2) THENCE N00°05'16”E, A DISTANCE OF 35.09 FEET; (3) THENCE
S89°41'52”W, A DISTANCE OF 277.22 FEET TO THE INTERSECTION OF SAID NORTHERLY RIGHT-OF-WAY LINE OF PACIFIC
STREET AND THE EASTERLY RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY NO. 680; THENCE NORTHERLY ALONG SAID
EASTERLY RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY NO. 680 ON THE FOLLOWING TWO (2) DESCRIBED COURSES:
(1) N00°06'19”E, A DISTANCE OF 267.18 FEET; (2) THENCE NORTHEASTERLY ON A CURVE TO THE RIGHT WITH A RADIUS OF
1810.08 FEET, A DISTANCE OF 228.43 FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS N24°45'56”E, A DISTANCE OF
228.28 FEET TO THE SOUTHWEST CORNER OF LOT 1, DMT REPLAT ONE, A SUBDIVISION LOCATED IN SAID SECTION 20 AND
SAID SECTION 21; THENCE EASTERLY ALONG THE SOUTHERLY LINE OF SAID LOT 1, DMT REPLAT ONE, AND THE EASTERLY
EXTENSION THEREOF, ON THE FOLLOWING TWO (2) DESCRIBED COURSES: (1) S63°50'45”E, A DISTANCE OF 147.64 FEET; (2)
THENCE S89°14'08”E, A DISTANCE OF 210.86 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF 107TH AVENUE;
THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF 107TH AVENUE ON THE FOLLOWING FOUR (4)
DESCRIBED COURSES: (1) SOUTHEASTERLY ON A CURVE TO THE LEFT WITH A RADIUS OF 75.00 FEET, A DISTANCE OF 109.64
FEET, SAID CURVE HAVING A LONG CHORD WHICH BEARS S41°06'55”E, A DISTANCE OF 100.13 FEET; (2) THENCE
SOUTHEASTERLY ON A REVERSE CURVE TO THE RIGHT WITH A RADIUS OF 75.00 FEET, A DISTANCE OF 79.08 FEET, SAID
CURVE HAVING A LONG CHORD WHICH BEARS S52°47'16”E, A DISTANCE OF 75.47 FEET; (3) THENCE SOUTHEASTERLY ON A
COMPOUND CURVE TO THE RIGHT WITH A RADIUS OF 150.04 FEET, A DISTANCE OF 58.99 FEET, SAID CURVE HAVING A LONG
CHORD WHICH BEARS S11°19'08”E, A DISTANCE OF 58.61 FEET; (4) THENCE S00°03'08”E, A DISTANCE OF 260.03 FEET TO THE
INTERSECTION OF SAID WESTERLY RIGHT-OF-WAY LINE OF 107TH AVENUE AND SAID NORTHERLY RIGHT-OF-WAY LINE OF
PACIFIC STREET; THENCE S89°40'43”W ALONG SAID NORTHERLY RIGHT-OF-WAY LINE OF PACIFIC STREET, A DISTANCE OF
149.99 FEET TO THE POINT OF BEGINNING.
SAID TRACT OF LAND CONTAINS AN AREA OF 235,417 SQUARE FEET OR 5.404 ACRES, MORE OR LESS.
_________________________________________________________________________
BRIAN L. HAVERKAMP, LS-787 DATE
NOTES:
1.DIRECT VEHICULAR ACCESS WILL NOT BE ALLOWED TO PACIFIC STREET FROM LOTS 2 AND 4. DIRECT VEHICULAR
ACCESS WILL NOT BE ALLOWED TO INTERSTATE 680 FROM LOT 2.
2.ACCESS TO LOT 1 AT PACIFIC STREET WILL BE RIGHT-IN/ RIGHT-OUT ONLY.
3.ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.
4.ALL EASEMENTS THAT ARE NOT LABELED WITH ANY RECORDING INFORMATION WILL BE RECORDED BY A SEPARATE
DOCUMENT.
5.EASEMENT AND AGREEMENT BOOK 652, PAGE 341 AND BOOK 1238, PAGE 304 BLANKET IN NATURE.
6.A PERMANENT RECIPROCAL INGRESS AND EGRESS, SIDEWALK AND PEDESTRIAN EASEMENT IS GRANTED TO THE
OWNERS OF LOTS 1 THRU 4 INCLUSIVE, THEIR GUESTS AND INVITEES OVER ALL OF SAID LOTS 1 THRU 4 INCLUSIVE,
EXCEPT THOSE PARTS OF SAID LOTS 1 THRU 4 INCLUSIVE WHICH ARE OCCUPIED BY BUILDINGS AS CONSTRUCTED.
LEGEND
BOUNDARY LINE
LOT LINE
EXIST. PROPERTY LINES
EXIST. SECTION CORNER
EASEMENTS
EXIST. SECTION LINES
MONUMENT FOUND
(#5 REBAR UNLESS NOTED)
MONUMENT SET
(#5 REBAR W/ CAP LS-787, UNLESS NOTED)
OPEN TOP PIPEOTP
START DRILL HOLE W/ CHISELED "X"SDH "X"
MEASURED DISTANCE(M)
RECORDED DISTANCE(R)
CALCULATED DISTANCE(C)
CALCULATED CORNER NOT SET
KAUSS LS-286 SURVEY DATED 1/9/1998(K)
DEED DISTANCE(D)
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 REGENCY LANDING (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 REGENCY LANDING (LOTS NUMBERED AS SHOWN) WAS APPROVED BY THE CITY PLANNING
BOARD.
_________________________________________________________________
CHAIRMAN OF CITY PLANNING BOARD DATE
OMAHA CITY COUNCIL ACCEPTANCE
THIS PLAT OF REGENCY LANDING (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 REGENCY LANDING (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
DEDICATION
KNOW ALL MEN BY THESE PRESENTS THAT WE, SCM 10X MANAGERS, LLC, A NEBRASKA LIMITED
LIABILITY COMPANY AS ITS MANAGER OF SCM 10X FUND, LLC, A DELAWARE LIMITED LIABILITY COMPANY,
SOLE MEMBER OF ON 680 ZONE I, LLC, A NEBRASKA LIMITED LIABILITY COMPANY, H&S REGENCY WEST 1,
LLC, A NEBRASKA LIMITED LIABILITY COMPANY, H&S REGENCY WEST 2, LLC, A NEBRASKA LIMITED
LIABILITY COMPANY, OMNICORP REGENCY WEST, LLC, A NEBRASKA LIMITED LIABILITY COMPANY, THE
OWNERS OF THE PROPERTY DESCRIBED IN THE SURVEYOR CERTIFICATION AND EMBRACED WITHIN THIS
PLAT, HAVE CAUSED SAID LAND TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE NUMBERED AND
NAMED AS SHOWN, SAID SUBDIVISION TO BE HEREAFTER KNOWN AS REGENCY LANDING (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 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 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.
ON 680 ZONE I, LLC, A NEBRASKA LIMITED LIABILITY COMPANY
BY: SCM 10X FUND, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS SOLE MEMBER
BY: SCM 10X MANGERS, LLC, A NEBRASKA LIMITED LIABILITY COMPANY, ITS MANAGER
__________________________________________________
DARREN HICKS, MANAGER DATE
H&S REGENCY WEST 1, LLC, A NEBRASKA LIMITED LIABILITY COMPANY
JARED W. HOLLINGER, MANAGER DATE
H&S REGENCY WEST 2, LLC, A NEBRASKA LIMITED LIABILITY COMPANY
JARED W. HOLLINGER, MANAGER DATE
OMNICORP REGENCY WEST, LLC, A NEBRASKA LIMITED LIABILITY COMPANY
KIRK D. HANSON, MANAGER DATE
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 DARREN HICKS, MANAGER OF SCM 10X
MANAGERS, LLC, A NEBRASKA LIMITED LIABILITY COMPANY AS ITS MANAGER OF SCM 10X FUND, LLC, A
DELAWARE LIMITED LIABILITY COMPANY, SOLE MEMBER OF ON 680 ZONE I, LLC, A NEBRASKA LIMITED
LIABILITY COMPANY WHO IS PERSONALLY KNOWN TO BE THE IDENTICAL PERSON WHOSE NAME IS
AFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOWLEDGED THE SAME TO BE HIS/HER
VOLUNTARY ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
NOTARY PUBLIC
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 JARED W. HOLLINGER, MANAGER, OF
H&S REGENCY WEST 1, LLC, A NEBRASKA LIMITED LIABILITY COMPANY & H&S REGENCY WEST 2, LLC, A
NEBRASKA LIMITED LIABILITY COMPANY WHO IS PERSONALLY KNOWN TO BE THE IDENTICAL PERSON
WHOSE NAME IS AFFIXED TO THE DEDICATION ON THIS PLAT AND ACKNOWLEDGED THE SAME TO BE
HIS/HER VOLUNTARY ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
NOTARY PUBLIC
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 KIRK D. HANSON, MANAGER, OF
OMNICORP REGENCY WEST, LLC, A NEBRASKA LIMITED LIABILITY COMPANY WHO IS PERSONALLY
KNOWN TO BE THE IDENTICAL PERSON WHOSE NAME IS AFFIXED TO THE DEDICATION ON THIS PLAT
AND ACKNOWLEDGED THE SAME TO BE HIS/HER VOLUNTARY ACT AND DEED.
WITNESS MY HAND AND NOTARIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
NOTARY PUBLIC
REGENCY LANDING
LOTS 1 THRU 4 INCLUSIVE
A TRACT OF LAND LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF SECTION 20, AND ALSO
PART OF THE SW1/4 OF THE SW1/4 OF SECTION 21, ALL LOCATED IN TOWNSHIP 15 NORTH,
RANGE 12 EAST OF THE 6TH P.M., DOUGLAS COUNTY, NEBRASKA
PMA
KREVAH.L N
A
I
R
B
LS-787
N E B R A SK
A
R E G I S TERE
D
ROYEVRUS D
N
A
L
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
S
S
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ST
ST
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ST
ST
W
W
12"
18"
6"
24"
18"
24"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
12"
X
X
X
X
X
X
O
H
P
O
H
P
O
H
P
30"
ST
ST
ST
ST
ST
ST
ST
ST
12 PARKING STALLS
9 PARKING STALLS
9 PARKING STALLS
CONC.
CONC.
ASPHALT
CONC.
ASP
H
A
L
T
ASPHALT
8
P
A
R
K
I
N
G
S
T
A
L
L
S
5 PARKING STALLS5 PARKING STALLS
5
P
A
R
K
I
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G
S
T
A
L
L
S
8 P
A
R
K
I
N
G
S
T
A
L
L
S
DRIP LINE
BENCH
STORM SEWER MANHOLE
RIM = 1039.34
FL 24" RCP (N) = 1034.61
FL 24" RCP (S) = 1034.43
SANITARY SEWER MANHOLE
RIM = 1040.94
FL UNDETERMINED
GRATE INLET
RIM = 1039.33
FL = 1037.30
GRATE INLET
RIM = 1039.18
FL = 1034.82
GRATE INLET
RIM = 1037.93
FL 15" RCP (NE) = 1035.00
GRATE INLET
RIM = 1037.99
FL = 1036.00
GRATE INLET
RIM = 1037.89
FL = 1035.90
GRATE INLET
RIM = 1037.98
FL 18" RCP (W) = 1034.95
CONC. PATIO / SIDEWALK
WOOD FENCE (TYP.)
CONC. SIDEWALK
YARD INLET
RIM = 1040.68
FL UNDETERMINED
SANITARY SEWER MANHOLE
RIM = 1038.04
FL UNDETERMINED
BOTTOM OF STRUCTURE = 1033.52
BUSHES
BUSHES
STORM SEWER MANHOLE
RIM = 1038.58
FL UNDETERMINED
BOTTOM OF STRUCTURE = 1034.66
CONC. PATIO
SANITARY SEWER MANHOLE
RIM = 1041.31
FL 15" STEEL (NW) = 1031.13
FL 15" STEEL (SE) = 1031.10
2.
8
'
62
.
8
'
ITEM 19
ACCESS EASEMENT
FROM GEORGETOWN INC. TO RAMA INC.
BOOK 555 PAGE 677
3/4
"
O
T
P
SD
H
"
X
"
1"
O
T
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SDH "X"
44.
5
'
76.4
'
6.9
'46
.
4
'
8
.
1
'
1
Z
O
N
E
X
F
L
O
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A
GRASS
GRASS
GRASS
WOOD MULCH
GRASS
BLD
G
.
DE
C
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1.056 ACRES +/-
PARCEL B
S
T
SS
FO FO FO FO FO FO FO FO FO FO FO FO FOU
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P
G
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TG
G
G
T
TRANS
TRANS
V
V
VAULT
CONC. SIDEWALK
GRATE INLET
RIM = 1055.26
FL 18" RCP (S) = 1051.69
TRANSFORMER
U.S
.
I
N
T
E
R
S
T
A
T
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H
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6
8
0
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B
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W
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Y
(
W
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D
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S
)
30
"
X
X
X
X
OHPOHPOHPOHPOHPOHPOHPOHP
XXXXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OH
P
OH
P
OH
P
OH
P
P
P
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
36"
36"
48"
24"
G
G
12"
P
OHP OHP
O
H
P
O
H
P
OHP
OH
P
OHP
XX
P
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12"
12"
GGG
92
0
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7
T
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8
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.
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2
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4
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10730 PACIFIC STREET, OMAHA, NE 68114
2 STORY BRICK BUILDING
FINISHED FLOOR = 1046.25
10802 PACIFIC STREET
OMAHA, NE 68114
ONE STORY - BLOCK
10
7
T
H
A
V
E
N
U
E
65
.
0
0
'
W
I
D
E
P
U
B
L
I
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R
I
G
H
T
-
O
F
-
W
A
Y
LOT 1, DMT REPLAT ONE
OWNER: ON 680 LLC, ETAL
TR
A
C
T
2
TI
T
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E
C
O
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M
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T
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9
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8
9
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1
/
4
O
F
T
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E
S
E
1
/
4
SE
C
T
I
O
N
2
0
,
T
1
5
N
,
R
1
2
E
OW
N
E
R
:
D
O
L
L
E
C
K
V
E
R
N
O
N
E
UNPLATTED
PART OF THE SE1/4 OF THE SE1/4
SECTION 20, T15N, R12E
OWNER: 10802 PACIFIC LLC
PARCEL EXCLUDED FROM THIS SURVEY
TRACT 1 - PARCEL II
TITLE COMMITMENT FILE NO.: NCS-922393-OMHA
UNPLATTED
PART OF THE SE1/4 OF THE SE1/4
SECTION 20, T15N, R12E
OWNER: 8801 BUILDING
TRACT 1 - PARCEL I
TITLE COMMITMENT FILE NO.: NCS-922393-OMHA
UNPLATTED
PART OF THE SE1/4 OF THE SE1/4 SECTION 20, T15N, R12E
AND ALSO
PART OF THE SW1/4 OF THE SW1/4 SECTION 21, T15N, R12E
OWNER: 8801 BUILDING
BENCHMARK
BONNET BOLT FIRE HYDRANT
ELEVATION = 1043.41 (NAVD 88)
16
1
.
7
'
16
2
.
8
'
51.5
'
51.5'
61
.
9
'
72
.
7
'
80
.
0
'
221.8'
156.0'
15.7'
25
.
0
'
17
9
.
2
'
18
0
.
0
'
50.1'
3.0'
3.0'
14
.
1
'
40
.
0
'
72.0'
26
.
0
'
72.0'
26
.
0
'
9 PARKING STALLS
9 PARKING STALLS
CONC.
5 PARKING STALLS5 PARKING STALLS STORM SEWER MANHOLE
RIM = 1039.34
FL 24" RCP (N) = 1034.61
FL 24" RCP (S) = 1034.43
SANITARY SEWER MANHOLE
RIM = 1040.94
FL UNDETERMINED, SEALED
GRATE INLET
RIM = 1039.33
FL = 24" RCP (NW) 1035.06
GRATE INLET
RIM = 1039.18
FL = 24" RCP (SE) 1034.82
GRATE INLET
RIM = 1037.93
FL 15" RCP (NE) = 1035.00
GRATE INLET
RIM = 1037.99
FL = 1036.00
SANITARY SEWER MANHOLE
RIM = 1041.31
FL 15" VCP (NW) = 1031.13
FL 15" VCP (SE) = 1031.10
ABANDON LINE RUNNING SOUTH AS
SHOWN ON DOUGLAS CO. SEWER 1/4 MAP
ST
ST
ST
ST
ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
ST
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS
SS
SS
SANITARY SEWER MANHOLE
RIM = 1049.41
FL 8" RCP (W) = 1038.51
SANITARY SEWER MANHOLE
RIM = 1046.70
FL UNDETERMINED, COULD NOT BE OPENED
SANITARY SEWER MANHOLE
RIM = 1044.46
15" VCP (NW) = 1031.91
15" VCP (SE) = 1031.91
59 PARKING STALLS
22 PARKING STALLS
24 PARKING STALLS
24 PARKING STALLS
2 P
A
R
K
I
N
G
STA
L
L
S
13
P
A
R
K
I
N
G
S
T
A
L
L
S
7
P
A
R
K
I
N
G
S
T
A
L
L
S
3 PARKING
STALLS
6' 2ND STORY CANTILEVER
6' 2ND STORY CANTILEVER
CONC. SIDEWALK UNDER
2ND STORY CANTILEVER
CONC. SIDEWALK UNDER
2ND STORY CANTILEVER
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ABANDON LINE AS SHOWN ON
DOUGLAS CO. SEWER 1/4 MAP
COLUMN (TYP.)
BALCONY
BA
L
C
O
N
Y
COLUMN (TYP.)
TRANSFORMER
VAULT
METAL STAIR CASE
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
HV
A
C
U
N
I
T
(
T
Y
P
.
)
HVAC UNIT (TYP.)
CO
N
C
.
P
A
D
ME
T
A
L
S
T
A
I
R
C
A
S
E
E
E
E
E
E
E
SA
T
E
L
L
I
T
E
D
I
S
H
PLANTER BOX
CONC. STEPS
CO
N
C
.
R
E
T
A
I
N
I
N
G
W
A
L
L
9
P
A
R
K
I
N
G
S
T
A
L
L
S
4 PARKING STALLS
CO
N
C
.
S
I
D
E
W
A
L
K
PLANTER BOXPLANTER BOX
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CO
N
C
.
ROOF OVERHANG
COLUMN (TYP.)
STORM SEWER MANHOLE
RIM = 1039.61
FL 15" RCP (NW) = 1031.97
FL 15" RCP (SE) = 1031.93
STORM SEWER MANHOLE
RIM = 1041.66
FL 24" RCP (NW) = 1033.16
FL 24" RCP ( SE) = 1033.11
AB
A
N
D
O
N
E
D
M
A
N
H
O
L
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
GRATE INLET NORTH
RIM = 1037.98
FL 18" RCP (W) = 1034.95
GRATE INLET SOUTH
RIM = 1037.89
FL = 1035.90
SANITARY SEWER MANHOLE
RIM = 1038.04
FL UNDETERMINED
BOTTOM OF STRUCTURE = 1033.52 STORM SEWER MANHOLE
RIM = 1038.58
FL UNDETERMINED
BOTTOM OF STRUCTURE = 1034.66
CONC. LIGHT POLE
BASE NO POLE
CONC. LIGHT POLE
BASE NO POLE
BO
L
L
A
R
D
(
T
Y
P
.
)
MA
I
L
B
O
X
(
T
Y
P
.
)
CONC. LIGHT POLE
BASE NO POLE
CONC. LIGHT POLE
BASE NO POLE
CONC. LIGHT POLE
BASE NO POLE
LOT 2, DMT REPLAT ONE
OWNER: ON 680 LLC, ETAL
LOT 3, DMT REPLAT ONE
OWNER: ON 680 LLC, ETAL
ONE STORY BRICK GARAGE
6' X 16.5' SHED
G
OHP
G
G
68.1'
14
.
0
'
29
.
0
'
61.4'
4.0'
1.0'
6.2'
4.0'
4.0'
6.2'
1.0'
0.8'
9.8'
2.8'
E
E
S
T
ST
ST
ST
GRATE INLET
RIM = 1039.85
FL 12" RCP (SE) = 1036.89
ST
WINDOW WELL
AC AC AC AC AC AC
WINDOW WELL
PL
A
N
T
E
R
B
O
X
HVAC UNIT (TYP.)
G G G G
G
G
G
G
G
TRANSFORMER
BOLLARD (TYP.)
BOLLARD (TYP.)
BO
L
L
A
R
D
(
T
Y
P
.
)
PY
L
O
N
S
I
G
N
GUARD RAIL
GUARD RAIL
PYLON SIGN
CELLULAR TOWER
11
.
2
'
1
9
.
4
'
B
U
I
L
D
I
N
G
10' X12' BUILDING
WIN
D
O
W
W
E
L
L
CONC.
CONC.
GRAVEL
SPLIT-RAIL FENCE
SPLIT-RAIL FENCE
SPLIT-RAIL FENCE
SPLIT-RAIL FENCE
METAL TRANSMISSION LINE POLE
VAULT
BOLLARD (TYP.)
BALCONY
COLUMN (TYP.)
ROOF OVERHANG
COLUMN (TYP.)
BALCONY
COLUMN (TYP.)
LIQUID CO2 TANK
CO
N
C
.
S
I
D
E
W
A
L
K
CONC. SIDEWALK
CHAIN-FENCE
CHAIN-FENCE CONC. RETAINING WALL
CONC. RETAINING WALL
CONC. RETAINING WALL
UG
P
UG
P
UG
P
UGP
UGP
X
X
3
P
A
R
K
I
N
G
S
T
A
L
L
S
CONC. SIDEWALK
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGGGGGGGGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
18" CORRUGATED FLUME
CONC. FLUME
3/4
"
O
T
P
5/8" REBAR
ND
O
R
A
L
U
M
.
C
A
P
L
S
-
4
7
4
COMPUTED LOT CORNER, COULD NOT SET
MONUMENT, CORNER UNDER LIGHT POLE BASE
11.1'
MISC. VALVE/TANK COVERS (TYP.)
FENCE CORNER IS 7.1' SOUTHWEST
OF PROPERTY CORNER
FENCE LINE IS 3.5' WEST OF
PROPERTY CORNER
FENCE LINE 5.8' WEST OF
PROPERTY CORNER
FENCE CORNER IS 3.7' SOUTHWEST
OF PROPERTY CORNER
BACK OF CURB IS 0.6' EAST OF
PROPERTY LINE
2.
8
'
CONC. LIGHT POLE BASE IS 0.6'
EAST OF PROPERTY LINE
CONC. LIGHT POLE BASE IS 1.2'
EAST OF PROPERTY LINE
CONC. LIGHT POLE BASE IS 0.4'
EAST OF PROPERTY LINE
SOUTH CORNER OF WALL IS 2.9'
SOUTH OF PROPERTY LINE
SOUTH CORNER OF WALL IS 0.6'
NORTH OF PROPERTY LINE
CH
A
I
N
-
L
I
N
K
F
E
N
C
E
G
A
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FUELING STATION
PUMPS CANOPY
ST
ST
ST
ST
ST
ST
ST
S
T
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T
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T
XXXXXXXXX
X
X
X
24
"
G
G
G
G
G
G
G
G
G
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GGGGGGGGGGGG
EXISTING BUILDING
FINISH FLOOR
1042.40
EXISTING BUILDING
FINISH FLOOR
1045.40
EXISTING BUILDING
FINISH FLOOR
1048.40
X X
X
X
B BB
15
"
H
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15
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H
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15
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H
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15" HDPE
15
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H
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18" H
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15
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15
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15" HDPE
15" HDPE
15" HDPE
15
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H
D
P
E
15" HDPE
8"
H
D
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E
15
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H
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P
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12" HDPE
0
1 inch = ft.
20 20
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1
1
6" PCC With Integral Curb and Gutter
LEGEND
4" PCC Sidewalk
Patio/Sidewalk Space - 4" PCC
Temporary Asphalt Parking Area - Grade to match
existing grading patterns, patch as necessary and
stripe standard 9' x 18' parking stalls
Area not be constructed at this time. Ongoing work
with City on Pacific Street improvements being
requested by City.
Pickleball Court Concrete Pavement
8" PCC With Integral Curb and Gutter
24
'R34
'
R16
'
24'
R
5
'
24
'
24
'
R
3
5
'
R
5
'
24'
18
'
24
'
18
'
24'
24
'
24'
R15
'
R
5
'
R5'
R5'
R
5
'
R20'
R3'
R25'
R
2
9
'
R
1
0
'
R5'
R5'
R5'
R15
'
R
5
'
24'
R10'
R10
'
1
0
'
5'
R20
'
R
1
0
'
25'
R5'
18'18'24'
6'
18'
24'
18'
R
3
5
'
R
5
9
'
Storm Sewer System
Exhibit C
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".
S
T
S
T
ST ST
ST ST ST ST ST ST
SS
SS
SS
SS
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO
U
G
P
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P
O
H
P
O
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P
O
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P
O
H
P
O
H
P
O
H
P
T
ACCESS EASEMENT
INSTRUMENT NO. 2012069590
INSTRUMENT NO. 2014096299
OPPD EASEMENT
BOOK 511 PAGE 547
G
G
G
T
TRANS
TRANS
V
V
SANITARY SEWER MANHOLE
RIM = 1056.80'
FL (N) = 1050.43'
FL (S) = 1050.43'
STORM SEWER MANHOLE
RIM = 1054.88'
FL (N) = 1047.73'
FL (S) = 1047.81'
FL (E) = 1047.81'
SANITARY SEWER MANHOLE
RIM = 1045.56'
FL (N) = 1038.82'
FL (W) = 1038.22'
FL (E) = 1037.82'
FL (SW) = 1038.82'
GRATE INLET
RIM = 1049.72'
OHPOHPOHPOHPOHPOHPOHPOHP
XXXXXXXXXXXX
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
P
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
48"
24"
G
G
12"
P
XX
GG
GGG
16
1
.
7
'
16
2
.
8
'
51.5
'
51.5'
61
.
9
'
72
.
7
'
80
.
0
'
221.8'
156.0'
15.7'
25
.
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'
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9
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2
'
18
0
.
0
'
50.1'
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3.0'
14
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40
.
0
'
ST
ST
ST
ST
ST
S
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SS
SS
SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS
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SS SS SS SS SS SS SS
SS
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SS
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SS
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S
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S
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S
S
S
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S
T
ST
G G G G
G
G
G
G
G
ITEM 11 NCS-922393-OMHA
PERMANENT SEWER EASEMENT
BOOK 310 PAGE 297
ITEM 14 NCS-922389-OMHA
ITEM 17 NCS-922393-OMHA
ACCESS EASEMENT
BOOK 555 PAGE 677
ITEM 15 NCS-922389-OMHA
ITEM 18 NCS-922393-OMHA
EASEMENT AND AGREEMENT
BOOK 1238 PAGE 304
(SHADED)
OPPD RIGHT-OF-WAY EASEMENT
ITEM 16 NCS-922389-OMHA
ITEM 19 NCS-922393-OMHA
BOOK 664 PAGE 690
UTILITY EASEMENT
INSTRUMENT NO. 2012069590
INSTRUMENT NO. 2014096299
COMMUNICATION EASEMENT
INSTRUMENT NO. 2012069590
INSTRUMENT NO. 2014096299
ITEM 13 NCS-922393-OMHA
RIGHT OF WAY PERMIT
BOOK 463 PAGE 541
ACCESS EASEMENT
INSTRUMENT NO. 2012069590
INSTRUMENT NO. 2014096299
MEMORANDUM OF EASEMENT
INSTRUMENT NO. 2011048142
MEMORANDUM OF UTILITY EASEMENT
INSTRUMENT NO. 2011060945
OPPD AND NORTHWESTERN BELL
TELEPHONE COMPANY EASEMENT
ITEM 14 NCS-922393-OMHA
BOOK 499 PAGE 469
X
X
ITEM 15 NCS-922393-OMHA
OPPD EASEMENT
BOOK 511 PAGE 547
ITEM 11 NCS-922389-OMHA
ITEM 12 NCS-922393-OMHA
LIMITATIONS OF ACCESS
BOOK 337 PAGE 351
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGGGGGGGGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
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G
G
G
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W
W
W
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W
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W
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W
W
W
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W
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W
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W
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W
W
W
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W
W
5/8" REBAR
ND
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.
C
A
P
L
S
-
4
7
4
COMPUTED LOT CORNER, COULD NOT SET
MONUMENT, CORNER UNDER LIGHT POLE BASE
FENCE CORNER IS 3.7' SOUTHWEST
OF PROPERTY CORNER
FENCE CORNER IS 0.3' SOUTH OF
PROPERTY LINE
ITEM 18 NCS-922393-OMHA
EASEMENT AND AGREEMENT
BOOK 652 PAGE 341
BOOK 1238 PAGE 304
(SHADED)
ITEM 18 NCS-922393-OMHA
EASEMENT AND AGREEMENT
BOOK 652 PAGE 341
BOOK 1238 PAGE 304
(SHADED)
ST
ST
ST
ST
ST
ST
ST
S
T
S
T
S
T
S
T
XXXXXXXXX
X
X
X
G
G
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GGGGGGGGGGGG
>
>
>
>
106
1
105
9
105
8105
6
10
5
3
EXISTING BUILDING
FINISH FLOOR
1042.40
EXISTING BUILDING
FINISH FLOOR
1045.40
EXISTING BUILDING
FINISH FLOOR
1048.40
X X
X
X
B BB
1
0
4
7
10
4
8
1
0
4
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1
0
5
0
1
0
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1
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1061
1046 1047 1048
1045
10
4
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1046
>
>
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>>>>>>>>>>>
1053
1
0
5
2
10
4
6
10
4
7
10
4
8
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1045
PACIFIC STREET
10
7
T
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E
107
T
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C
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TEMPORARY ASPHALT
PARKING AREA
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SS
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ST
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SF
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4
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7
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1047
0
1 inch = ft.
20 20
20
RN 1
RN 2
>
>
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RN 3
>>>
LEGEND
Storm Sewer System
Sanitary Sewer System
Runoff Flow Direction
Inverted Crown Line
GRADING & EROSION CONTROL BUILD NOTES
RN 1 First Defense Hydrodynamic Separator (FD-6HC) with 24"x36" Grate Top
RN 2 First Defense Hydrodynamic Separator (FD-4HC) with 24"x36" Grate Top
RN 3 First Defense Hydrodynamic Separator (FD-6HC) with Solid Top
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"
C
"
PO
S
T
-
C
O
N
S
T
R
U
C
T
I
O
N
S
T
O
R
M
W
A
T
E
R
MA
N
A
G
E
M
E
N
T
P
L
A
N
P2
0
1
8
.
2
4
6
.
0
0
6
09
/
1
9
/
2
0
2
2
TJ
R
TJ
R
AS
S
H
O
W
N
1
1