HomeMy WebLinkAbout2023CV30659 - East Larimer County Water Dist. v. K & M Co., et al. - 027 - Stipulation Re Immediate Possession And City Of Fort Collins's Property Interest And Facilities
DISTRICT COURT, LARIMER COUNTY, COLORADO
201 LaPorte Avenue, Suite 100
Fort Collins, Colorado 80521
DATE FILED: January 19, 2024 11:06 AM
FILING ID: 29A24E6358546
(970) 494-3500
CASE NUMBER: 2023CV30659
Petitioners: EAST LARIMER COUNTY WATER DISTRICT, a
quasi-municipal corporation and political subdivision of the
State of Colorado; and NORTH WELD COUNTY WATER
DISTRICT, a quasi-municipal corporation and political
subdivision of the State of Colorado,
v.
Respondents: K & M COMPANY, LLLP, a Colorado
limited liability limited partnership, et al.
COURT USE ONLY
Attorneys for Petitioners
Case Number: 23CV30659
Jamie N. Cotter, No. 40309
Lauren A. Taylor, No 52452
Division: 3B
SPENCER FANE LLP
1700 Lincoln Street, Suite 2000
Denver, Colorado 80203
Telephone: 303-839-3800 Fax: 303-839-3838
E-mail:jcotter@spencerfane.com; ltaylor@spencerfane.com
Attorney for Petitioner East Larimer County Water District:
Tim Goddard
Goddard Law Office, PLLC
th
210 E. 29 Street
Loveland, CO 80538
Telephone: 970-493-5070
E-mail: timg@hfglaw.com
Attorneys for Respondent City of Fort Collins:
Ryan Malarky, Reg. No. 41577
300 Laporte Avenue
Fort Collins, CO 80521
Telephone: 970-416-4328
E-mail: rmalarky@fcgov.com
STIPULATION REGARDING IMMEDIATE POSSESSION AND CITY OF FORT
NTEREST AND FACILITIES
counsel of record, stipulate
(defined
below) upon the following terms and conditions.
1. The City is the owner of a water pipeline easement recorded in the public records of the
Larimer County Clerk and Recorder on August 14, 1985, at Reception No. 85040103
for the purposes stated therein and within which the City operates
and maintains a water pipeline .
2. The Districts seek to acquire a permanent water pipeline easement and temporary
construction easement which shall be recorded in the public records of the Larimer County
Clerk and Recorder across certain property located in Larimer County, Colorado and more
particularly described in Exhibit 2 and Exhibit 3 attached
Condemnation (collectively, the ), for the purposes stated therein
for the installation of a 42-inch treated water pipeline s .
3. The Districts Easements and the Districts Infrastructure will encroach upon that portion
of the Easement shown on Exhibit A attached hereto
Area.
4. The Districts and the City have reviewed the construction plans for the construction of the
Districts Infrastructure, which plans are shown on Exhibit B attached hereto .
5. The City has determined that the Districts Easements will not unreasonably interfere with
Easement, provided that the Districts Infrastructure is
constructed and installed according to the Plans and subject
and subordinate to the , and further pursuant to the terms and conditions
to this Stipulation.
6. The C
the extent
Stipulation shall not be deemed as a conveyance from the City to
asements are located.
The Districts will obtain the Easements from the fee owner of the property identified in
this case by entering into a separate agreement with the owner of said property or by a rule
and order by the Court.
7. The Districts shall not encr
the Districts at their sole cost and expense, and as soon as practicable, shall repair such
2
to a state that is at least equal to the state that existed prior to the damage, provided that,
the City, in an emergency situation, may repair any such damage without prior notice, and
the Districts shall reimburse the City for the reasonable cost thereof upon invoice by the
City.
8. the main waterline serving the
Anheuser-Busch brewery. Prior to the commencement of construction and throughout the
best efforts to coordinate with the City the
to Anheuser-Busch and any other impacted customers.
9. The Districts shall maintain all clearances required by law and obey all City written rules
and regulations as well as all reasonable written and verbal instructions related to safety
during presence on the Encroachment Area. Any damage caused by the
expense of the Districts.
written notice to the City prior to any work in the Encroachment Area, but this requirement
shall not apply in the case of emergency work. These provisions shall also apply to any
other work involving construction, maintenance, operation, repair, inspection, removal,
replacement, Area.
Notwithstanding the foregoing, the City will have no duty to monitor any activities
conducted by the Districts. Any monitoring by the City of construction or other activities
conducted by the Districts on or near the Encroachment Area is for the sole benefit of the
City and shall not create any duty, obligation or liability to the Districts or any other person.
10. The Districts and City acknowledge their respective easements and infrastructure are
necessary for a public use and, as such, the parties will consider the existence of the
respective easements and infrastructure in future construction projects and work in good
faith to try and resolve any engineering conflicts or concerns which may arise. All Parties
easements or the public project for which the easements are acquired. The City commits to
replace or repair the City Infrastructure and to design and construct future City
improvements in, on, under or across the portion of the Encroachment where the District's
Infrastructure are located in a manner so as to protect in place and minimize any impact or
cture.
11.
cathodic protection by rectifier and related anode beds, which may have an impact on the
Infrastructure itself. The City shall not be liable for stray current or interfering signals
induced in the Encroachment as a result of the City operating its cathodic protection
system. The Districts assume all risk pursuant to the provisions of this Stipulation of the
Encroachment.
3
12. Each party is responsible for its own negligence and that of its officers and employees.
However, nothing herein is intended as a waiver of the rights and privileges provided by
the Colorado Governmental Immunity Act, C.R.S. Section 24-10-101 et seq., as now in
effect or hereafter amended. Any Party contracting for work to be done in the
Encroachment shall require its contractors to maintain a comprehensive policy of general
liability insurance in an amount not less than $1,000,000, naming the contracting Party as
insured and the other Party as an additional insured.
13. The rights and obligations of this Stipulation shall be appurtenant to and deemed to run
with the Property.
14. The Districts agree to ensure that any order, stipulation, or voluntary agreement conveying,
y
include the terms and conditions set forth in this Stipulation. Should the Districts fail to do
so, the Districts shall take all steps necessary to amend such order, stipulation, or voluntary
agreement to include such terms and conditions.
15. The City does not object to the request by the Districts for immediate possession of the
e
Easements to the Districts, provided that the terms and conditions of this Stipulation are
inco
Order.
16.
recorded version of any Rule and Order, stipulation, or voluntary agreement transferring
17. The City makes no claim to any compensation that may be awarded in this case. Each party
to pay its own costs and attorneys fees.
18. If the Districts amend their Petition regarding the acquisition of property rights, the
Districts will specifically indicate that such amended rights are being acquired subject to
the City Easement subject to the terms and conditions of this Stipulation, or in the
alternative, shall notify the City of such proposed amendment and provide the City an
opportunity to respond.
19.
Stipulation, the City will no longer be required to participate in this action but shall remain
a party and shall be served with all pleadings and orders in this action.
20. Based upon the terms set forth above, the parties request that the Court enter an order
approving this Stipulation.
4
Respectfully submitted this 19th day of January, 2024.
SPENCER FANE LLP
This document is e-filed per C.R.C.P. 121,
section 1-26. A duly signed copy is on file at the
offices of Spencer Fane LLP
/s/ Jamie N. Cotter
Jamie N. Cotter
Lauren A. Taylor
CITY OF FORT COLLINS, COLORADO, a
home rule municipality
This document is e-filed per C.R.C.P. 121,
section 1-26. A duly signed copy is on file at the
offices of Spencer Fane LLP
/s/ Ryan S. Malarky
Ryan S. Malarky, # 41577
5
FYIJCJU!B
DATE FILED: January 19, 2024 11:06 AM
FILING ID: 29A24E6358546
CASE NUMBER: 2023CV30659
Q/F/
51.GU!OFXU!4!
4
109109
Q/F/
C-501 71.GU!OFXU!4!
DPGD!41.JODIXBUFSMJOF
31.GUDPGD!XBUFSMJOF!FBTFNFOU
Q/F/
PP-103
51.GU!OFXU!4!
DPGD!41.JODIXBUFSMJOF
1111
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
••••••••••••••••••••••
••••••••••••••••••••••
••••••••••••••••••••••••••••••••••••••••••••
BEARING/DELTA
30.46'30.22'24.37'40.08'47.52'47.52'
12.00'19.28'12.00'19.28'
LENGTH
CAUTION
38.00'62.00'50.00'50.00'
RADIUS
WITHIN THE CONSTRUCTION CORRIDOR.
DELTA
OVERHEAD ELECTRIC POWER LINES EXISTING
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
ACCESS ROAD TO BE RECONSTRUCTED AROUND
SEE SPEC SECTION 01 41 10 AND 32 90 10 FORGRADING AS SHOWN.OF PROPERTY NORTH OF CONSTRUCTION LIMITS.
PROPERTY SPECIFIC NOTES AND RESTORATIONREQUIREMENTS.PRIOR TO INSTALLING PIPE, CONTRACTOR TOREGRADE GROUND SURFACE TOINTERMEDIATE/TEMPORARY GRADE. FUTUREFINISHED GRADE TO BE PERFORMED
BY OTHERS.PROPERTY OWNER WILL ALLOW EXCAVATEDMATERIAL TO BE PLACED IN SOUTHWEST CORNER
C
F
E
-
ACCESS ROAD LINE & CURVE TABLE
O
E
C
-
H
/
C
TO STA 46+00
2.3./
O
1.H
/
O
L
NOTES:W
O
C
O
L11
C11L10L12L13L14L15
C10C12C13
L
50405035503050255020501550105005500049954990498549804975497049654960
C
O
LINE #/CURVE #4
L
9
9 PLAN AND PROFILE STA 34+00
MATCHLINE - 46+00
4C
O
L
0
0
+
46+00
7
C
4
C
O
F
E
E
100'
L
-
EO
C
-H
C
/C
T
/
H
O/
O
'
E
LW
O
0
P
6
'
0
C 4
O
L
50'
5
N
C
9
9
O
4
0 L
0
+
6
4
A
T
CUTOFF WALL
S
E
N
I
L
C
H STA 45+00
C 3
T
O
A
M
L
C-50245+00
C
C
00
F
O
E
-
L
O
E
-(NOTE 3)
H
/
C
/
H
/
O
W
O••••
C
O
L
C
O••••••••••
L
••
C
INTERMEDIATE / TEMPORARYGRADE @
O
@
L
0
0
C
+
15'5O
42" NEWT 3 PIPELINE
4L
44+00
C
6994 EL: 5006
F
E
••••••
-O
E
C
-HC
//
OH
/
O
LW
O
C
O
25'
L
C
O
R
LE
E
D
N
7
9I
9C
4
N
G
O
E
0
C
EN
L
0
CRE
+
%I
4
.
7
4
L
C
6
.43+00
C
F
A
0
O-
ON
O
E
L
-40797
E
C
E
/I
-
HA
N
C/
40' PE
AD
R
60' TCE S
HW
/
O
OO
S
L
L 42" NEWT 3 PIPELINE
E
O
O
CF
O
R
P
C
O
L
FUTURE DETENTION POND GRADING
'APPROXIMATE FUTURE FINISHED GRADE
C
2
O
81
L
1
C-501
C
O
L
C
42+00
F
C
O
OE
-
LC
E
/
-H
/
HW BH-5
/
O
O
C
O
L
C
9
9
O
9
L
4
6
0
1 5
A
-
C
C
O
L
C
JUNE 28, 2023
O
FINAL FOR
C
L
4
999F 41+00
O
E
-
C
E
/
C
-
H
/
CONSTRUCTION
BH-5N: 1,463,311.88E: 3,134,179.97ELEV = 5009.90
O
HW
/
O
L
O
C
1
••••••••••••••
:
9
O
9
9 7
L
4
STA 39+80CARV MH
N=1,463,203.01E=3,134,113.71
ANODE AND
STA 39+80STATION W/ GCMTOP EL=4994.53
IR-FREE TEST
PH-8
0
0
0
5
PVI STA 39+87
C
C
O
L
O
L
C
O
L
TOP EL=4994.53
0
C
0
O
1L
:
+7
CARV MH
1" = 50'
1
C
O
4L
42" WSP (t=0.219"); SWLJ, AWWA C207 CL E FLG
C11
STA 39+80
1
C
O
L
C
C-50640+00
O
••••••••••••••••
C
0E
O
0L 1"=50' H; 1"=10' V
L
+
0-
L11 4
E
-H
L12TOP EL=4994.53
/PLAN SCALE:
H
36'
/
0 C10 O
0
C PVI STA 39+67
0
O
5
O
0
0
+
9L
3
60' PE
C
7'PROFILE SCALE:
O
L
C
O
L
L13
C
O
L
C12
24'
C
O
L L14
C13
L10
C
60' TCE
O
L
C
L15
O
L
C
STA 41+00
F
39+00
C
O
OL
E
-
C
/
E
-
H
/
E=3,134,114.39 W
N=1,463,322.74
H
••••••••••••••
2'
/
O
C
O
TOP EL=4988.43
O
L
PVI STA 39+32
••••••••••••••••••••••••••••••••••••
STA 38+62
0
0
UTILITY SUPPORT
C+
7
F
E
E=3,134,113.04
N=1,463,084.59
3 38+00
O
C
E
-C
T
E/
ACCESS ROAD (NOTE 2)
-H
'1
/
W
H
0
/
O
••••••••••••••••••••••••••••••••••••
C-502
6
O
C
O
L
50'
0
0
+
C
6
F
3
37+00
O
E
-
C
E
/
-
H
/
W
H
/
O
O
75'
C
O
L
8.5'
0
1962
0
+
ESTABLISHED
C5
3
F
O 36+00
E
-
C
E/
-
H
/
W
H
/
O
O
CUTOFF WALL
STA 35+50
3
C
C-502
O
L
0
0
+
4
3
A
T
S
E
C N
I
L
H
F
C
T
A
O M
35+00
E
-
C
E
/
C
-H
/
O
W
H
/
O
L
O
••••••••••••••
C
O
TOP EL=4987.58
L
PVI STA 34+25
BH-4
0
0
+
3
3
MATCHLINE - 34+00
34+00
E
-
E
STA 34+00
E: 3,133,637.07
-N: 1,463,088.94
H
ELEV = 4993.29
/
H
/
O
O
MARKER POST
)
2
50405035503050255020501550105005500049954990498549804975497049654960
E
T9
PROVIDENCE INFRASTRUCTURE CONSULTANTS
O
0
N 4
(
5
D-
A
C
O
R
S
S
E
C
C
A
C
F
O
E
-
C
E
/
-
H
C
/
40' PE
60' TCE
W
H
/
O
O
L
O
C
O
L
FUTURE DETENTION POND GRADING
'
C
2
O
8
L
1
0
0
C+
3
O
4
L
C
F
C
O
O
E
-
C
L
E
/
-
H
/
W
H
/
O
O
C
O
L
C
O
L
6
0
5
1
A
-
C
0
C
O
0
L
+
2
C
4
0
O
5
1
C
L
1
0
F
0
5
5
O
E
-
C
E
/
1
:
C
4-
H
/
BH-5N: 1,463,311.88E: 3,134,179.97ELEV = 5009.90
O
HW
/
O
L
O
C
O
L
STA 39+80
CARV MH
N=1,463,203.01E=3,134,113.71
ANODE AND
STA 39+80STATION W/ GCM
IR-FREE TEST
PH-8
C
C
O
L
O
0
L
0
C
O
L
0
05
C
0
O
1L
:
+7
1
C
O
L
4
C11
C
C
O
L
F
O
C
0E
O
0
L
+
-
0
'
L11 4
C
E
/
-
H
2
L12
/
H
1 W
36'
/
0O
C10
0
C
0
O
5
O
0
0
+
9
L
3
60' PE
C
O
L
L13
C
O
L
C
C12
24'
CO
O
L
L14
L
C13
L10
C
60' TCE
O
L
0
C
0
L15
O
L
C
+
F
8
C
O
3
OL
E
-
C
C
/
E
-
H
O
/
E=3,134,114.39 W
H
L
/
O
C
O
O
L
C
O
L
C
O
L
STA 38+62
0
0
+
C
C
7
F
E
E=3,134,113.04
N=1,463,084.59
O
3
O
E
L
C
E
-
C
P
T
C
E/
ACCESS ROAD (NOTE 2)
-
H
'
'
/
O
W
H
0
0
L
/
O
••••••••••••••••••••••••••••••••••••
4
6
O
C
O
L
C
O
L
50'
DPGD!41.JODIXBUFSMJOF
61.GUDPGD!VUJMJUZ!FBTFNFOU
Q/F/
109109109109109
51.GU!OFXU!4!
DPGD!41.JODIXBUFSMJOF
PP-105PP-105PP-105
31.GUDPGD!XBUFSMJOF!FBTFNFOU
1313
CAUTION
WITHIN THE CONSTRUCTION CORRIDOR.
SEE SPEC SECTION 01 41 10 AND 32 90 10 FORPROPERTY SPECIFIC NOTES AND RESTORATIONREQUIREMENTS.
OVERHEAD ELECTRIC POWER LINES EXISTING
1.
NOTES:
50205015501050055000499549904985498049754970496549604955495049454940
TO STA 70+50
C
2 MATCHLINE - 70+50
O
0
-
L
4
-
7
7
TOP EL=4973.13
9 C
4
70+50
54" STEEL CASING
C
100 FP
N
O
P
A F PLAN AND PROFILE STA 58+00
0 STA 70+50
3 0
L 1
8
9
C L
4
O
P
L
D
E
G
C
100'
R
70+00
O
A
L
C
L
0
O
5
N
+
L
0
7
E
A
%%
T
S
C 77
E
O
E
L66
N
I..
E
L
11
C H
--
S
C AWWA C207 CL E FLG
T
CO
50'
O A
LL
M 42" WSP (t=0.219"); DWLJ,
N
BH-8
00TOP EL=4975.99
••••••••••••••••
Y
2
A
69+00
54" STEEL CASING
0
W
TOP EL=4975.63
L-
I 4
-
STA 68+78
E: 3,136,783.15 A
N: 1,463,633.33
O
E
-ELEV = 4982.40
F
R PVI STA 68+69
H
/ 5.5'
C
O
F
S
••••••••••••••••
N
B
N
TOP EL=4980.38
O
N
AF
SN
A
A
S PVI STA 68+59
L
C
F
P-0.00%
O
C
/
O
W D
F
N
AC
E
TOP EL=4980.38
S
O
L
G
BFV MH
0
R
1
A
STA 68+50
1
O
1 5
-45.68%
F
L
C
-
N
O C-507
A N
C
S••••••••••••••
L
C
E68+00
F
O
TOP EL=4980.38
C
E
/
O
WF
E
PVI STA 68+39
S
N
A
S
••••••
C
N
EA
-
OO
S
F
G
L/
U
STA 65+54BO (EAST)N=1,463,325.08E=3,136,541.11
0
0
15'
+
8R
N
CE
6
A
FE
SC
D
O
ON
O
FI
C
L
/
WN
G
E
C
EN
CRE
N
I
A
.
C
S
O
L
N
L
A
SEE ENLARGED PLAN
S
A
40' PE
27'ON
X
40797
E
67+00
0
I
0
A
N
C+
C
AD
7R
OS
O
6C-
L
LO
O
FS
NF
L
O
E
A
O
NC
SCF
/
A
C-402 O
S
WR
P
C
C
O
O
L
L
25'
8'
••••••••••
5
8
••••••••••••••
9
4C
O
L
O
F TOP EL=4978.79
PVI STA 65+99
STA 68+69
5
STA 65+54STATION W/ GCM
INSULATING TEST
8
9
4
O
F
••••••••••••••
N=1,463,633.33 E=3,136,607.87
8
TOP EL=4975.00
7
%%
9
4
C88 66+00
O
99
PVI STA 65+64
L
..
C
00
O11
••••••••••••••••••••••••••••••••••••
L
TOP EL=4975.00
C
BFV MH F
BO (EAST)
O
C
/
STA 65+54
W 5
STA. 68+50
DC-510
C
A O
E=3,136,603.76
N=1,463,614.38
L
P
C
••••••
O
P
7 L
0A
1 5
R
JUNE 28, 2023
-
I
FINAL FOR
STA 65+19
C
R
2
C
65+00
0
0
E=3,136,533.77 CONSTRUCTION
O N=1,463,291.19
0
E
5
5-0.00%0.00%
L
+
-
4H
/
1
6
C
O
C-501
••••••••••••••••••••••••••••••••••••
C
15'
O
L
C
O
STA 65+00
L
••••••••••••••
TOP EL=4975.00
AC MITIGATION
C
W/ ZINC RIBBON
PVI STA 64+16
O 1" = 50'
L
CUTOFF WALL
25'STA 64+00
3
0 1"=50' H; 1"=10' V
0
C-50264+00
E
+
C
-
3
F
H
6
PLAN SCALE:
/
C
O
O
O
C
••••••••••
/
L
C
W
O
PROFILE SCALE:
60' TCE
L
C
O
42" NEWT 3 PIPELINE
L
C
O
L
40' PE
C
O
E
C
-63+00
L
F
C
H
/O
O
C
LO
/
W
C
O
L
C
O
L
42" WSP (t=0.219"); SWLJ, AWWA C207 CL E FLG
C
O
0
L
C0
+
O
1
C
E
L
6-
F
42" NEWT 3 PIPELINE
H 62+00
O
/
C
O
/
W
C
O
L
C
O
L
C
O
L
0
%%
0
55
+
11
0..
C
611
E
-F--
CH
O
/
61+00
OC
/
O
L
C
W
O
L
C
O
L
C
O
L
0
••
1962
0
+
ESTABLISHED
C
9
5
OC
E
L
-F
E
C
-
H
O
/
OH
/
C
L
/
O
60+00
O
W
C
O
L
C
O
L
8
8
9
4
0
0
FINISHED GRADE @
+
9
C
8
0
5 8
APPROXIMATE FUTURE
0O
9
A
T L
+4
S
C
8
E
O5
N
I
C
L L
E
H F
-
E
C
-
T
O
H
A/
H
/
M C
/
O
O
W
C 59+00
O
L
C
O
L
C
O
L
C
0
O
0
L
+
7
5
C
E
-F
E
-
C
HO
/
H
O/
C
O/
L
O
C MATCHLINE - 58+00
W
O
58+00
L'
8
8 5
9
5
4
1
C
O
L
PROVIDENCE INFRASTRUCTURE CONSULTANTS
C
50205015501050055000499549904985498049754970496549604955495049454940
O
L
C
N
O
A
3
L
8
9
C L
4
O
P
L
D
0
E
0
+
G
1
C
R
7
O
A
L
C
L
0
O
5
N
+
L
0
7
E
A
T
S
C
E
O
E
L
N
I
E
L
C
H
S
C
T
O
CCCCCCCC
OOOOOOOO A
LLLLLLLL
L
M
N
BH-8
0
0
+
0
7
Y
2
A
0
W
L-
4
I
-
A
E: 3,136,783.15
N: 1,463,633.33
O
EE
ELEV = 4982.40ELEV = 4982.40
--
F
R
HH
//
C
OO
F
EE
S
--
N
GG
//
B
EEUU
--
GGGG
NN
HH
//
OO
N
FF
A OO
NNNNN
S
AA
AAAAA
SSSSS
LL
CCCCCCCCCCCCCCCCCCCCCCCC
FFFFFFFFFFFFFFFFFFFFFFFF
PP
OOOOOOOOOOOOOOOOOOOOOOOO
CCCCCCCCCCCCCCCCCCCCCCCC
////////////////////////
OOO
WWWWWWWWWWWWWWWWWWWWWWWW
DD
FFF
NNNNNN
AAAAAA CCCC
EEEEE EE
SSSSSS
-----
OOOO
LLLLHHHHH
/////
GG
000OOOOO
000
EE
RR
--
+++
GG
//
AA
999
EEEEEEEEEEEEEE
OO
UU
--------------
CCCCCCCCCCCCCCCC666
FF
LL
CHHHHHHHHHHHHHH
OOOOOOOOOOOOOOOO
//////////////
LLLLLLLLLLLLLLLL
NNNNNNNNNNNNNNNNNNNNN
OOOOOOOOOOOOOO
O
AAAAAAAAAAAAAAAAAAAAA NN
SSSSSSSSSSSSSSSSSSSSS
L
CCCCCCCCCCCCCCCCCCCCCCCCCCCC
EE
FFFFFFFFFFFFFFFFFFFFFFFFFFFF
OOOOOOOOOOOOOOOOOOOOOOOOOOOO
DPGD!41.JODIXBUFSMJOF
CCCCCCCCCCCCCCCCCCCCCCCCCCCC
EE
////////////////////////////
OOOO
CCCCCCCCCCCCCCCCCCCC
WWWWWWWWWWWWWWWWWWWWWWWWWWWWFFFF
OOOOOOOOOOOOOOOOOOOO
EE
LLLLLLLLLLLLLLLLLLLL
EE
--
SS
HH
NNNNN//
AAAAA
OO
SSSSS
C
EEE
CCCCCCCCCCCCCCCCC
---
OOO
FF
OOOOOOOOOOOOOOOOO
GGG
L
///
LLLLLLLLLLLLLLLLL
EEEEEEEEEEEE
UUU
------------
HHHHHHHHHHHH
////////////
000000
OOOOOOOOOOOO 61.GUDPGD!VUJMJUZ!FBTFNFOU
000000
15'15'15'
++++++
888888
NNNNNNNNNNNNNNNNNNNNN
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
666666
AAAAAAAAAAAAAAAAAAAAA
FFFFFFFFFFFFFFFFFFFFFFFFFFFFFF
C
CCCCCCCCCCCC
SSSSSSSSSSSSSSSSSSSSS
OOOOOOO
OOOOOOOOOOOOOOOOOOOOOOOOOOOOOO
O
OOOOOOOOOOOO
FFFFFFF
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
L
LLLLLLLLLLLL
//////////////////////////////
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
EE
--
N
HH
//
A
OO
C
S
CCCCCCCCCCCC
OOO
O
OOOOOOOOOOOO
NNNNNNNNNNNNNNNNNNNNNNNNNNNNNN
LFFF
LLLLLLLLLLLL
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
EEE
---
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
GGG
40' PE40' PE40' PE
///
27'27'27'
EEEEEEE
UUU
-------
HHHHHHH
0000000
///////
0000000
OOOOOOO
C
+++++++
CCCCCCCCCCCCCCCCC
7777777
O
OOOOOOOOOOOOOOOOO
CCCCCCC
6666666
L
OOOOOOOOOOOOOOOOOO
LLLLLLLLLLLLLLLLL
FFFFFFF
FFFFFFFFFFFFFFFFFF
NNNNNNNNN
OOOOOOO
AAAAAAAAA
NNNNN
CCCCCCC
SSSSSSSSS
///////
AAAAA
SSSSS
WWWWWWW
EEEEEEEEEEEEEEEEEEEEE
---------------------
C
CCCCCCCCCCCCCCCCCCCCCCCC
HHHHHHHHHHHHHHHHHHHHH
O/////////////////////
OOOOOOOOOOOOOOOOOOOOOOOO
L
LLLLLLLLLLLLLLLLLLLLLLLL
25'OOOOOOOOOOOOOOOOOOOOO
OO
FF
8'8'8'
EEEEE
-----
555555
GGGGG
888888
/////
999999
EEEEUUUUU
C
CCCCCCCCCCCCC
444444----
000000
O
OOOOOOOOOOOOOHHHH
////
000000
L
LLLLLLLLLLLLL
++++++
OOOO
666666
CCCC
666666
FFFF
OOOO
CCCC
STA 68+69
////
5
N
8
C A
WWWW
CCCCCCCCCCCCCCCCCCC
9
S
4
O
OOOOOOOOOOOOOOOOOOO
L
LLLLLLLLLLLLLLLLLLL
Q/F/
E=3,136,607.87
N=1,463,633.33
8
7
9
4
C
0
O
8
L
9
4
00000
00000
••••••••••••••••••••••••••••••••••••
+++++
55555
66666
C
BFV MH
O
L
STA. 68+50
D
CCCCCC
A OOOOOO
E=3,136,603.76
N=1,463,614.38
LLLLLL
P
C
O
51.GU!OFXU!4!
P
L
7
0
A
5
1
R
-
I
C
R
CCCCCCCCCC
OOOOOOOOOO
LLLLLLLLLL
2
C
00000
0
O
00000
5
5
L
+++++
-
44444
66666
C
STA 65+00
EXHIBIT B
DATE FILED: January 19, 2024 11:06 AM
FILING ID: 29A24E6358546
CASE NUMBER: 2023CV30659
DATE FILED: January 19, 2024 11:06 AM
DISTRICT COURT, LARIMER COUNTY, COLORADO
FILING ID: 29A24E6358546
201 LaPorte Avenue, Suite 100
CASE NUMBER: 2023CV30659
Fort Collins, Colorado 80521
(970) 494-3500
Petitioners: EAST LARIMER COUNTY WATER DISTRICT, a
quasi-municipal corporation and political subdivision of the
State of Colorado; and NORTH WELD COUNTY WATER
DISTRICT, a quasi-municipal corporation and political
subdivision of the State of Colorado,
v.
Respondents: K & M COMPANY, LLLP, a Colorado
limited liability limited partnership, et al.
COURT USE ONLY
Case Number: 23CV30659
Division: 3B
ORDER APPROVING STIPULATION REGARDING IMMEDIATE POSSESSION
AND CITY OF FORT COLREST AND FACILITIES
THIS MATTER comes before the Court upon the Stipulation Regarding Immediate
and North Weld County Water District
. The Court having reviewed the
Stipulation and the file, and being fully advised of the premises,
HEREBY ORDERS that the Stipulation is approved and made an Order of the Court.
DATED: _____________________________, 2024
BY THE COURT:
________________________________
District Court Judge