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HomeMy WebLinkAbout2023CV30659 - East Larimer County Water Dist. Et Al 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