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CITY OF MOAB RESOLUTION ##25-2017 A RESOLUTION APPROVING THE IMPROVEMENTS AGREEMENT WITH THE KAYENTA GROUP, LLC FOR HYATT PLACE ON PROPERTY LOCATED AT 890 NORTH MAIN STREET IN THE C-4 ZONE WHEREAS, Mr. Mike Bynum of Business Resolutions and Mr. Mike Hogan, Hogan and Associates Construction with offices at 940 N 1250 W, Centerville, UT 84014, acting on behalf of Kayenta Group, LLC, with offices located at 50 West 100 South, Moab, Utah 84532, and being the owner of record of a 5.23 acre parcel of land located in the C-4 General Commercial Zone at 890 North Main Street, Moab, Utah, received Planning Commission approval of a commercial site plan for the property; and WHEREAS, Owner is proposing to constniet a three-story, 118 room hotel that is approximately 74,160 square feet in size, a pool, the required 121 space parking area, overflow parking and landscaping as proposed on the submitted drawings, plans and specifications; and WHEREAS, the proposed uses are allowed in the C-4 as listed in Moab Municipal Code (MMC) Chapter 17.27.020, Use Regulations, for the C-4 General Commercial Zone; and WHEREAS, Owner through its representatives, provided the City of Moab with the necessary documents, plans and drawings to complete the application for review of the commercial site plan as required in Code Chapter 17.09.660 and other pertinent code sections; and WHEREAS, the City of Moab Planning Commission ("Commission") reviewed and conditionally approved the development in a regularly scheduled public meeting for cornpliance with the requirements of applicable MMC chapters on July 24, 2016.and again on February 9, 2017; and WHEREAS, the City of Moab Engineering and Public Works Departments, through a review of the submitted site plan for the development of said property, determined that required public improvements needed to be constructed for the project; and prior to the issuance of a building permit, the Applicant must execute a Development Improvements Agreement with the City of Moab for those improvements; and WHEREAS, Owner furnished cost estimates for public improvements and agrees to construct the improvements as attached to the Development Improvements Agreement as "Required Improvements". NOW, THEREFORE, be it resolved by the Moab City Council, with the adoption of Resolution 425- 2017, hereby approves the submitted Improvements Agreement (attached) with the Kayenta Group, LLC for the Hyatt Place Project at 890 North Main Street and the Council directs the Mayor to sign the Agreement. PASSED AND APPROVED in open Council by a majority vote of the Governing Body of Moab City Council on April 25, 2017. David L. Sakrison, Mayor ATTEST: z cuPA,Lo Stf,4-et Rachel Stenta, Recorder When Recorded Mail to: City of Moab 217 East Center Street Moab, UT 84532 DEVELOPMENT IMPROVEMENTS AGREEMENT FOR For HYATT PLACE HOTEL For valuable consideration, the CITY OF MOAB, a Utah municipality (City), and Kayenta Group, LLC, a Utah limited liability company (Developer), enter into the following Development Improvements Agreement (the Agreement), pursuant to Moab Municipal Code (MMC) Sections 17.09.660, et seq. to govern the development of the subject property and the installation of development improvements required by City Code. I. RECITALS. a. The Planning Commission recommended approval of the Hyatt Place site plan application on February 9, 2017. b. Developer has submitted to the City for review the construction plans and specifications attached as Exhibit 1. II. AGREEMENT THE PARTIES AGREE AS FOLLOWS: 1. Covered Property. The recitals above are incorporated into this Agreement. The real property in the County of Grand, State of Utah, subject to this Agreement (the Property) is described as follows: See Exhibit 2, commonly known as 890 North Main Street, Moab, Utah, Tax Parcel No. 01-036-0020. 2. Payment of Fees; Approved Land Uses. Developer agrees to pay all in -effect City fees applicable to the Development, including but not limited to, impact fees, connection fees, building permit fees, and applicable inspection fees. Applicable fees shall be calculated and paid at the time of connection or the time when the service is performed. a). The uses permitted in the Development shall correspond with the uses authorized for the C-4 Zone under the Moab Municipal Code and shall include a hotel and those related improvements as shown on the Hyatt Place DIA Page 3 of 9 federal regulations, as applicable. 5. Timeline for Completion. Construction of the Required Improvements shall not commence until the Effective Date of this Agreement. Construction of all Required Improvements shall be completed no later than three hundred sixty five (365) days from the Effective Date of this Agreement. a). A reasonable extension of time for the completion of the Required Improvements may be granted, at the discretion of the City Council, upon a showing by the Developer that there is good cause for an extension and that the work has been diligently prosecuted from the Effective Date of this Agreement. Without limiting this provision, good cause may include an extension of time due to the need to complete building construction prior to the completion of curbing, sidewalks, or landscaping, or as otherwise needed to provide for orderly construction and avoid damage to improvements in the course of other construction. b). If the construction of the Required Improvements is not completed and accepted within the timelines specified herein, or as lawfully extended, then the Site Plan and all development approvals shall be deemed lapsed and shall have no further effect. 6, Occupancy. No Certificate of Occupancy will be issued, and no occupancy shall be commence, until such time as: I) all of the Required Improvements are completed in accordance with this Agreement and Public Improvements are accepted by the City; and ii) all other performance required by this Agreement have been completed. 7. Acceptance of Improvements, Warranty, Release Provisions. All of the Public improvements be subject to quality assurance testing and inspection as specified in the Construction Plans and/or applicable reference standards. Developer or its authorized representative shall provide not less than forty eight (48) hours minimum notification to City when inspection is required. The costs associated with such testing and inspection shall be the responsibility of Developer. Any work which is rejected following inspection must be repaired or replaced at the sole cost of the Developer. Any work which is covered up prior to inspection may be rejected, in which case Developer shall be solely responsible for exposing the work and arranging for inspection. a). The acceptance by the City of the Public Improvements following completion and satisfactory inspection shall constitute a dedication and conveyance by the Developer to the City of all such improvements. Developer shall convey all public improvements to the City free and clear of any mechanic liens, claims, or other encumbrances. Hyatt Place DIA Page 5 of 9 9 Default, Remedies, Lapse of Plat/Plan. All provisions of this Agreement are material and any violation is grounds for declaration of Default. Prior to invoking any remedies for Default under this Agreement the City shall deliver written notice to the Developer describing the act, event, or omission constituting a default, and allowing Developer a period of thirty (30) days in which to cure or abate the violation. Cure within that period reinstates this Agreement. a). Upon declaration of default the City may exercise any remedies for violation available under City ordinances or Utah statutes, including, without limitation: i) proceeding against the Warranty Deposit; ii). withholding building permits, certificates of occupancy, or certificates of zoning compliance; iii) obtaining an injunction to halt or abate zoning violations or breaches of this Agreement; iv) recording an Affidavit of Lapse of Site Plan, in whole or in part; v) commencing an action for damages —including damages for costs incurred in completing, repairing, or replacing Required Improvements or abating any violations; and/or vi) any other remedies available at law or equity, including the remedy of specific performance. The City may combine remedies in its discretion and pursue some or all at different times, as may fit the applicable breach. b). The recording of an Affidavit of Lapse of Site Plan by the City shall result in the lapse of all prior land use approvals and the voiding of the Site Plan as to the Property. 10. General Provisions. This Agreement shall be binding on and inure to the benefit of the successors and assigns of the Developer in the ownership or development of all or any portion of the Property. Assignment of this Agreement shall require the mutual approval of the City and the proposed assignee, in writing. a). This Agreement is the product of mutual bargaining. All terms shall be construed in accordance with their plain meaning, regardless of the extent to which either party participated in the drafting. b). Failure of a party to exercise any right under this Agreement shall not be deemed a waiver of any such right, nor shall any course of dealing or previous action or inaction be deemed a waiver of any rights or claims arising with respect to later or subsequent breaches, acts or omissions. c). The term "Agreement" includes this Improvements Agreement, all exhibits hereto, the Final Plat/Plan for the Subdivision, and all phases thereof, and all related design drawings, which documents shall constitute the sole and complete Agreement between the parties. The Agreement shall supersede all prior Agreements or representations, however evidenced, No modification to any of the terms of this Agreement shall be binding, unless reduced to writing and lawfully executed by both parties. Hyatt Place DIA Page 7 of 9 Moab, UT 84532 Attn: Mike Bynum k). Notice may be delivered to such other parties or addresses as the parties may designate in writing from time to time. A notice sent by mail shall be deemed delivered no later than three (3) days from the date that it is mailed, I). Nothing in this Agreement shall be deemed to waive any governmental or other immunity to which the City is entitled under law. 11. Indemnity. Developer shall indemnify and hold the City harmless with respect to any third party claims, including claims for property damage, injury, or death, and any demands, liabilities, causes of action, costs, or damages, including reasonable attorney's fees, that may arise from any act or omission of the Developer, its members, managers, employees, agents, or contractors in connection with the development of the Subdivision and/or the performance of this Agreement. 12. Future Legislative Power. Nothing in this Agreement shall be construed to impair or limit the future legislative power or zoning authority of the City. 13. Grading. All grading and soil disturbance undertaken in the development of the Subdivision shall be performed in conformity with Appendix.) of the International Building Code (IBC) as adopted by the City and the terms of any permit issued under the City's Hillside Development Ordinance. 14. Effective Date. The effective date of this Agreement is the date when it is signed by all Parties and the Council has approved the final plan of the Subdivision. 15. Recording/Release of Agreement. This Agreement constitutes an obligation binding upon, and running with, the subject real Property. This Agreement shall be recorded in the Grand County land records. Upon request of the Subdivider and verification by the City that all terms and conditions of this Agreement have been performed in full, the City shall promptly execute a release of this Agreement, which may be recorded at the discretion of the Subdivider. 16. Counterparts. This Agreement may be executed in separate original counterparts which, when combined, shall constitute the entire Agreement. Exhibits: 1. Site Plan, Cost Estimates, and Construction Drawings; Hyatt Place DIA Page 9 of 9 Address: STATE OF UTAH ) jss. COUNTY OF GRAND j The foregoing agreement was executed before me by the CITY OF MOAB by and through Mayor David Sakrison and Rachel Sterna, Recorder, this 2/ day of , 2017. Witness my hared and official seal. My commission expires: MMIE HULCE Notary Public - State of Utah Comm. No. 6927a1 tvty Commission Expires on Feb 2, 2021 1 OV1k-LQ-- , No Public, State of Utah Address: 211. -End of of Document- 2 Rachel Stenta, Recorder { r 1aww inrLal, below. Call ailt be7owes lots dig w.r ^s►w�e�a er _v�ayx f _1 ,-s i ENTRYWAY MAwvs MADDER NHL1. no ` wimpo l \--_— 1 PHASE 2 �\ rblo yI 1 (FUTURE 1 CASITA \ DEVELOPMENT w � Ia� �'i 2 � NOTES. MYAME MI6 ONAJ RAM ELAM MN MAIM E. ALL FAMda SOAPED AM! I LLT MUM MNENENOWA OTN MANED 1 ME LIMN ONOELEAL ELMO FEW MALL L ALL FAO:16 MM AM TO M MRY1EE M AWIMMENCE REEL THE NEM GET DEMON MAAPARDS AM FLAKED MFRmmMNT WI=UMMH, =EDF WEN IIGLM. L HH OIMIOOIa OMLlMn AM NLT MONK OR MIS FLAN FOR INDIR1: iE WE TTLITT RAG FOR MEALS. L SON OF EXWMFE MAM,MIEM. 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Ad RAaa ILOOLA MOW •TIT TFa RLOYIRL IWITr OF Ili RCRLIWINJ 0ITAIRWAB, PAINTS MOM ON RUNS A•L ATTROAI NAM 77t. TdFRRAO'FOH As C:APOROTRA FOR a1DARa11r AMEX MET ADA RSIACRFAERTA. 'i 11A114p7.24, - MN:. 01111.12 RR? 911F•AI ADD _.11aAyyy ppp-EEE �TTk aFRAF ��' { - i R -TO[s aR1AT>t1Yli 1117c 1RY O1T1. AA91irR1111 71ae PAUL 17q r (�[RTA1Lr1 ...... __ Tad 4A2L2a L� iV+A' I la w 407117 TOT EL 401711 11110 7114 F• CD�AIF/1AT IAe14[l 11 STR DOr el: 4i]TJr 7aLL Aa1d.Ty •Ol RL•4@1A.R eRT Fa4W.7a 79►W AON10 // 7!'Ci- - IR>R' � �7R!1 _ Ria /M I AtOT CL 4tl7J0 BALL L4 Awf.� 1Ai ▪ 1 liel ra/ a. 4019.1P� j - �', I tIiAT I'- / , TPF pA 46ReT 1 \ wALt Aar Ai 4AI7J1 Y / /rL 41HL1��' °iT i'4WO.7D _�\ PEE AoieO� \ - - =t r:- __�_� -F L. AAA `s,=Q�=�7--`I P-- �e�_�_.i7- -.4� wa 4rirm RR.: IL„.• � .. - - {CaRC1AAT•TAa ■Ie1-aP�. ILOR R TY( DY•rI�NIG i lS A RR •11 AL Ra TW.7D 10X▪ F / OCOSA RAa na 417l.N 4a7LiR i1a ;. w 4P17 a .17 FL _ a 1R 'W7-01 La 11 1 1,a 1•Q�---- 12F1 a ..,FL �m e. 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G 2114721.21 Rrl . 40111AO 1Rv.a.4AMY ' 15l NOM * / 1612 t� e oam !WRAF RP1110714 a - MC•1r. y WRAP 211,2 • 1061 FL RAM CU 4 1LTc 1P01 FL 1 4om.'L 09C1 a1 1172 FL Rif 11 Ala, a•}r,pP FL FL 11AR �� .Psr,rTi R e GRAPHIC SCALE •15 0 7.5 15 30 DO ( iM FED ) �--•TDR•9•a11A DIA • 15.. L. *`1A,.2% 1112 MA LL - AFL Ta iA 4144.741 r9Tw 4121.1 $ JFL RAO 1ON W 4000.11 M. RAD W 40212.11 W FLRAD 11I 4A11.17 ADA 17111. _. IIa A027.14 OM AA•? • 1aN 1602 FL LLD FL ARAM RR� CLMT11 . k/i of 4221a EL. "'II DL-----D,. yff AAA AMA ..-_ _ � __-- L--- ---------"-_-- -1r�RfIL 11_ ------ ------ --- _-- Mreaea�=1TTj �PRFeeusR47lDrLaRlrOE�4� a■ TAXI OK RAe LIAIRf RL•f AM AMM N iPli:N •t PLACE WRIT 4a NORTH MAIN (US 191) - 1111 WALL IIK L 401T.N 1 1jlMly Roma ipTOP Wu �0 1213 1014 FL R41 R L 4tlD1e w APS/A22 RADE a WRSTAR! TO 1r771 4012 1001 FL •A0 FL CRAG• •R R 4a77L17 Oa 443.47 11 N W ID 0 m p ❑ M CS Z co O O cgilf1 a4. COci m CI r Ln❑m [C I 6 = Z {Jz 0n 0.R m Z W >- cf 2 - Z g CF O W m CL N d �U]T 1"7 lb c0 m� C O � x ,O 113 t� c W E..0 co ❑ dUcc EXHIBT 1 Page 14 of 29 ti GRAPHIC SCALE 8560 1 ( IN FEET ) 147171r riTbelow. 0, Cal1811bolw-I,54, dig �rs oP v�s�a1 1t:y �Te 1 ere a a + --=ALTAR •VET 1 WnuF FR01IR.O.q A 1ei1W2FI 1, G E14II41.37 y' INT Si • MASA MIT-7 [min IA IF44140.13 E 11MN17 01 p —fr mom DAMN y. / L • LT, M. • 2PA `�/ \\ TO 1511.07.11,33 y HQ inS1}F1F7.n /- ,-------.--.-1 \l \ 4, l} 1 1 \ MRCP l i \` \"r----- 41 FOIIP OUTSET � S.0 OSTAILTI .f I.SGATIRT L• 2IF4I45A2 .L iF.. — M1O POLO 0171.TM4aR TIA w:sa6 .RAT! ILES�+.AA-Wf Sr mums 61Y • 1076.00 TO• SO INN cos ...SW (2FFROJL 1 V FAME MY TO [ATMT1 nun 6o1.14.002011r aYA-. Split 1.7000 Tr" Ha., 1 i 1 40 AY 74COLIII G1� t44 . "�-'`' ❑U� 1TN1' ti — YY Ti ilA STASaAlTO MN IRAS• ASTT.T. IXV PI • 1414-10 INF IR Orlin =4FR7. Ixv PVT • APIYN (A1'FNO1L ea TRIM NN TO MINT OUT] TMOVORS MADE aM .m Kum. s... FYlUM1 Te "STORM TMARI UST linIa:I %W . 1. NORTNISIO IRO EXITS.. CALL OUTS LIe Tile PMR> OOT Ten muumuu Os BRAT V NUM 2. NOraiY16 ARP 11A1ri1O CALL.W! 11 AT CMTTiII 6F MST AT Fl�MuIc — EMT-T LSItST0RATSPI SAY CONS ARE STAMIIL Iv MLSF. MI/.SO SN IN • 4010.I4 W V OUT • AIRS. VOIlka L IA' Ilea s 7o UnveR bur] E15731C 64A'O= 116P 4460 M k .NM cS a cv U • .. m } m into m Li a c= 0 • m mL°sm ❑00 OURS IN O Y STORM WATER MR M 1147I4..0A a StA16/111 NPT. MN Ti fOOOFT IMLFT-OMATSO] ifIYr calla MPx WA 1.01.ST NY SLSV • 61120.00 IIIT IN • 4014.T4 IMF OUT • AAIPSS (ATM. r MOY MY TO INVERT OUT] CUM mu —Fs —KAKI 11ATSR NW STA 0.711,01 b MJV • 40.14.60 YIV 111 • LOAM (ARMEL r FROR to 110171OT INY 6' SERER STA 1.9143 NV MIN.4PIS.S ArI 1 r RATE! RA S.7a1■ IIIV M.LV• MaiMa EXHIBT 1 Page 15 of 29 f:'RR T11'fi1" EL:44 riz„'L c'• ,, a? CEPSfc:' n`'`ru41.n PS10', In.raua _TTP.0 PE r[ TT.PP.InTr E.1 r� • �M.TkLL EIP_, H:ils'it o ix ral'mr E11cR OF Pf PR'SACC EBJA: {aa,f[IE - - ' I[LR H F• MA! 1. AEi4 i - -� ''�1. C 1M1' :011E.ULR ' 1 1 EPtr G:r TkR '+ ' E S:L i � 1 :lani 31 nraSa • E' Lr: x 11 'IL }yr{ ��tOf w.4J J= 4 �¢ aMEF a: -ER I5EL:T lt-CE 14/'V01E C1twh ]E AFwANGE. LW., Z 1 d'F¢liw:r r-fAl'isTTI VS'r.R % W ECUAE ICS rV(PAE`RTTIPiIT 11"T.FE P E:1GP54r -'l1R `., t- xfA. !,LIVE 3R3,11G11 Li.k ANC, 'Z' -reP= vwR,.frtT.yt <si.P. ,r Nl TIA. 1•6!5•:C: h . I,... - YEriEPK,,TEII) t W EI• CIT wx . r • P.LTIPPEP P:FE ,TJlki]f C.itstin F1:M Ka rf.Nr;7 C'MRti Woe FPtl:tJSP. ?: P,T.'AEC. r;'JaL .'1;HkN114,1i, UAW -,• i._l to (IM£ .c:F:;yN'ti . t n4-.n •4L 'rylR 2,0.AA= s.=V r.A+TT sle SI'rE6 LtrEwLs ve>;• ct'K:. nP �P n- %iEls,�Rcr r v4 'r1c alrraPl v Irf TEa :.}:. r,� - Ci . hiss SC=W ai!_i1 -, uA1r.:A�x�i .. .1P_1,, E� 1C'?'llTw .'. I.., 3 . PIA F.r a = ':c::.=.r- . P-.[vrHr 1y1.147,5 LIFT, .r xti• 1L _a --:• SPlxtlt eClS il'. �9P'Jh �• A�1�4� CITY ctsiii_AFie DEW,- -.!_IHAgf WA'LH SEnA'3'r C-[tiRE�TICN bE}r.FL • ` CRalIH11 before you dig - a* rrasP 7"11. ':Yafd -2 - u C I13,1I"V. SOFF:3f .X.PC,E]{T•Hf Ri Tl IR{l MAW. RI �+ HSVATC34 P1� & ATE ruin F rUPAHI A �n 1 4flE.%` • Ake •,i)ES T., 1.,1 PIT EEIIN ,E n r,,tt•FM W1_ rE E!F'. E E Y,M" LL • 11101- • ♦.1 6- P 'iy 1,2 • tL n >Z. f 1 TOF DF ART BEND m LrFl•Ji 6Rr. -Fy5 LG'rfEl1 GIl1:g u E:f_y 1.1.45.1r a .141s...q !- R!4 SECTION A -A r5 104, [107L RiM[CiI:XEC! J e AA !CC 1F'..[ - 4:'. e 4 a-45.0 142.1r . M 6 f U1G '.A-r; .. :!CP. :1.tl - ,'E 101 2 1E ♦..r ti 71 1 0 " 107.0 11-a.0 'I:,C • 51R is 0P01011' `[, AIPERIT In TAsgE LEE LA. WIN An MICA t -,taTl: RE;wAf W Irf. �LCic NEW.: ESIFAI'1LTT OF �C'•S La:i K.1R]w A. 6CPf IM: •AEA•. f:R MS".=A• •M SCIL ' Ff trl 111EC St ILATTF T;RE TAT 14tR.LITI link`, ir. 4 1AlR IEo 3.' F?i Sr,se- I' a[ !E gSr'1.1' TABLE OF BEARING AREA-5IN S4: Ff._FON CONCRETE_ THRUST . BLOCKING F I[ 19rE.tAlu!1[ �jTErlxl •, A.PTIC E ESSrid EPO ,a02 Les LT, :a. rr 1Apr C:' - 1. 1FAL:Rt1T 9wL ROT Er R Pat. A`Mls rL4's.r1 ITR ECALL k I Ri AT , YOU 1wcA ro Plk"EIZEIIT j�J { -) R3: E .. 6FM AWI3C: l51 :C L..-' 1 I11• IATIAT[;yrLl ;:.1:. 1 L s • 1' - Ir �'� i. M TxE ALiEN:L J. 6 ?E r - !.e ! d'T YayRi .,Ey1r• - CIMr:IRG 41P1i :; I ia.i r: a.ra Ea ec YSE ,:if I ]f-. DI 4,11u 1.1..3 1' A ' K E ; 11.; L1!I1tNi vk1A n. +c 5 r✓ PIO P.F k„. k • Ei+1.. . f`5.r;Al: 1).0 ? rLi I I Y 1 A%�S , AT1.0 F:1ESsire IPEE10.1. 4[w11A'] 1 TABLE_ C LVOLUMES f3F CONCRETE ON CU FT) M�C�E Ti! 1. FLK Lfr'1pr iLD:r'_ 1 rP 1 •1 A + ' sv5`-At }i:1::1 61 n+xrlalrrF * nA rm xa.¢s iL .Pd�1rrlsx ..-u1�+ NAL EFEE[12 17,1 EWc51Ft L1CpA 1-t 4TA)w;iFFL .1L r.nf IHRLZ:iT to t:+,:r161; DETA1tS 0.00E MARE is .50J.0; (pm, Re. C. CIEtiZYLS (�P} - ro>_ ag Ucs111 7.0!v11 -• T I Tassvistraii EIEVATI(DI LEGEND E CCAPIa trYaTE 2i 101 I r CR 1- oz.., A MI RMPIER (5) S" OR A- 3,,C WCVL 4,111 2'.1' CPr314:Y3 NJr (Cj S- OR . cw P01114 uL1L'11 (0 ]. LEST 1,5S. Y&-Y CO a' CR 4• CHCCIC YAU£ F C)�� GAT YAL, �--_._----._�_-..-_ ]' EIETEF Fk.aFM,E a C.71 ] P511.1tA'-111•Nr .PL EH ]" EnIE uCCR ELPEC Z(l4- GnEGR YALIT ) xi MARC ALC COVER PIN! n¢ 502 Tc-- 0M.* Cr YAIst: apx uri}! Li] PWE Na 574rl e,oacseir snit ---.- pun va say PER EwE., • TY+NriHO, CT PEEN, 3"and 4'' Compound meter with 2" bypass 3"and 4" Compound meter with 2- bypass 1 CONTROL VALVE- Insist! valve with valve box adiacenl to mein 2. SLOCkfNG', Clay brick oT concrete block. 3. SMALL FITTINGS: Provide brass Filings and nipples. Do nol use galvanized materials 523 4 CONCRETE ROXi Plan No 505 A. Center frame and cave over water meter, B. Allow 1 inch clearance wound waterline where ilea passes through wall. Seal epearg with vompresstle seal. T ? O CI[h CO a ‘..1Lu9 IO d ` LTr, 00 ❑ en EXHIBT 1 Page 16 of 29 A A J PJ.EIf N E 5 W SW., GONGRIE 9VP1"URi; uNTSPRl 1RAFnC 110.3 ✓ w.E s�R� THIME CAI`: Ally C:Jr•TICr DEP.lHE SVv CIS WD O4 RISEN SECTION A —A cGNLNEIL In DE SEX If. DN. TO tr� unir rt CNEJ.T KOv.IC SECTION E-B Cover collar for wafer valve boxes Cover collar for wafer valve baxcs I.7CRSAlED BASE cOVRSr (Parrs 0 won rm 574 1. UNTREATED BASE COURSE: Provale malenal specilied in APWA Section 32 11 23_ tin nnI Roe naa pfaval ar sdu•Prrnri, Place per APWA Section 32 05 iv Compact per APWA Secllon 37 23 26 to a modified proctor density of 95 percent or greater. Maximum lilt Inickness is B inches belore compaction. 2 CONCRETE: Cfass 4000 per APWA Section 03 30 04. Place cancrele per APWA Section 03 30 70, Cure per APWA Section 03 39 00. 3. JOINTS- Provide a neat straight hunt between exishng and new asphalt concrete surfaces. Provide concentric circle cut. Glean edges of all dirtal and loose debris KIDDY, Vella IrS belOw. Gall allbeieo:,ayou ass. ,x " _� PKll aril cl `turC` tas ;,, N` Da; aT Fif :'Alit [k=�•: 4CN �R !•rC l Ai Fiael �.. h1L• n-Irv: aac cra rtrat: MAW. OM' e Thy r IN U._I EE A PCrt, f:FEEE, ... LrN strN, �a ry F7=s. RAt;B r•I�i - qIx fE Cr4A0 AT P. ..I aEB'I 1.1:,L INiriM_e "3.n1A u�RJ :s N7 = E A?: k. PROVIDE COLLIN AND AGE - PEE FLOW DIRECTION A. McREDULE wa FVR CI.Emau . RIMER mnI unw coo 49 DEO. REND 45 DED.Prre M' DEWED DIEM PER!LIN SANITARY SEWER CLEANDUT DETAIL IN PAVED AREAS SCALE: NTS AAxETANT eEWER ELeA xnVT MOTEM: T. ROVITE CONCRETE DOLLAR AND CIaT IRON AR EAR. COVER LEAN HINT INCLUDE lG ENT'11YIM6 -Er OR'3ETIER". INIT�BAKiI[irtNEiilcoLL LIMAT XOT Icca cOL/MTAi - mTx Murrolrr. FOR REVIEW ONLY F W W m N fZ 0 IT r a 0 LA'3 co Q O m a U N u_ CD 0 m cs 3 ICI h en Elm u J J W� UZ w 1Z� V 2 EXHIBT 1 Page 17 of 29 QENERAL NOTES: E. USE OF DROP MANHOLES ONLY AS APPROVED BY MOAB CITY ENGINEER AND CITY PUBLIC WORKS DIRECTOR. DROP MANHOLES MAY PE REOII!RED FOR SEWERS ENTERING 29' OR MORE ABOVE THE INVERT OF THE MANHOLE. 2- SE NCR LATERALS SHALL NOT ENTER MANHOLES. S. USE 5' MANHOLES FOR 12" AND LARGER PIPES_ ALSO 5' MANHOLES ARE Raft.' RED IF THE SUM OF THE DIMETERS OF ALL PIPES ENTERING THE MANHOLE IN INCHES 15 GREATER THAN 27"• PRELIMINARY - SUBJECT TO REVISION —30' MANH�E RING 6 LOWER REO'D -CONCRETE PIPE ONLY AS APPROVED BY CITY ENGINEER \11111SPOOL PIECE PI - [ POOL QE DROP 1 FLANGE -_ PVC OR - COUPL INC DI PIPE RER D ADAPTER/ REQ'p r ,, 24�_ T i� / 1 7 MYE REQ'D-' 1/ 45• BEND RED'O� f/ CONCRETE TRANSITION BLOCA 3 - #4 REBAR RINGS a12" C-C. REO'D 90• LBNS -l�• RADIUS ELBOW REO'D - --BL IND FLANGE W/TOP HALF OF PSPE SECTION OPEN 12" MAX. 1-7«-T-ET-7-,' rR% r5EE L I HAER:#t JJUHCT [GH MANHOLE DETAl LS1 "Mr SANITARY SEWER DROP MANHOLE DETAIL --GAOUI 6i CUT TD CCNF(AM PVC PIPE ,..f—,.TD BASE -_ _ PvC MANHOLE ADAPTER .ibi:4Stl.Ltk m' NOTE: ROBBER BOUT JOINTS ■[TH STAINLESS STEEL CONNECTION BANDS MAY 0E SUBSTITUTED FOR STANDARD JOINTS SHOWN. UPON APPROVAL iE MCAR Ci Ty ENGINEER PVC MANHOLE ADAPTER PVC PIPE-1 c) GROUT N.H. ADAPTER INTO PLACE THEN Sii APE it. H. FLDCRi d F.L. OF CHANNEL 10 MEET PVC PIPE SECT ION A -A S DES OFF MANHOLE 6 } SHAPED CHANNELS - -- IN CONCRETE BASE - CONCRETE BASE -� 3D" MANHEL£ R1NG• FRAME-- ANO COVER itARKED SEWER --- GRADE RINGS AS REG.!) -- (12' MIN-) \- GROUT GRADE RING INTO PLACE ITYP-1 7. im 1 4' WA. MANHOLE MANHOLE FLOOR ---- MANHOLE STEPS EPOLYPROPYLENE COVERED STEELY INSTALLATION OF STEPS SHALL BE WATERPROOF- i `k_ t SECTION B-B t2' 1$$ MIN. , 3ITA GROUT ALL JOS NTS ON PRECAST CONCRETE SECTION ti -PRECAST CONCRETE MANHOLE SEC TIOH GROUT EN CONCRETE BASE ALL JOINTS SHALL BE WATERPROOFED --CUT PIPE BEFORE PLACING, ■ ■r 6' IN CONCRETE BASE • 11611.. \ sW.0 F INISHEO GRADE F \-- NOTE: RAISE ALL MANHOLES TO FINISH GRADE OF STREET FOLLOWING PAVING WITH CONCRETE COLLAR 5' DIA. MANHOLE 12" d LARGER MAIHSI M r,• ' --CONCRETE BASE - ._.,_..____- -' 9' MIN. THICKNESS ntil " REIN' Q UNDER P 1 PE L I NF_ MANHOLE FOUNDATION TO REST ON - FrRIA UNDISTURBED SOIL ON .6 MIN. DEPTH DF 1" MAX - GRADED ROCK WHEN DIRECTED BY CUT ENGINEER V. u .JUNCTION MANHOLE B MOAB CITY STANDARD DETAIL MANHOLES L•ESi�;,N F!LE : &EDE TSEYA M1 MC, ot.s.n Mnow rasaA's berow Cattail bwWwwwyou dig moo II J z Q W_ A u. o C] M • w • o2 � U Or 7 r tO ❑ cz, J J Lid (5 �EEr IU w z z m a ccvU� Cs m a S7•mmg= a 3 x '- Iv m '� w L°s m ❑0U= EXHIIIT 1 Page 18 of 29 EXESMAT AIRNALT CONCAVE _NEAT CUT UK • Cm D.t PIPE EICEDDA, ,NOADD DETAIL GENERAL NOTES: PCyloRDDON WILDS NoTE fi T. SNORE TRITH CONFONANCE WITH DEDJITTEMENIT OF 1DE URN STATE NONAL COADTISDON. 2. COMP1.571.1 ORE DED5171, ACT TREFIED PACPIIIAAIL DATEIFIN.S. IN TesTAALMTAT TIM 95-4 0, 11151NTO T-967, 3. SUPfAZE COURSE, USE ASPHALT CONMDIE IN LWOW/ONCE WITH Li9,61:1 CID STANDARD ASPHALT SPECIFICATION. A USE E' MINDA.114 EAR COLIBS7 MATERNA.. TACTT. COAT EONS Or ALL EXPOSED CONCRETE L ASRMALT CONCRETE STREACES, s, ASPHALT NECTSITEDS MTGE WEL MAE EXISTING DUN • I DOIN. 3 NED DINNINT. 6 IF.S. NALITAD, NM TO EACZED 3 DIM, EI,1 DEPTH. EACH LIM TO RC cumPACTLO TO 955 0, NATTSFDL. SEL 5DITTE EXILFIN ASPITALT CONCRETE MOAB CTTY STANDARD DETAIL RESTORATION OT 'ASPHALT CONERFTE IN TRENCHES Know what's below. 4Z, CaHail 17 • -FOR MAX. WIDTH SEE FOIE 3 FON LLD. MOTIF SE{ NOTE 3 I - - Jr4 ' _ p_IPE 0.1). I2. TX PIPE O. 0 tr - um. N'A. - - PBX IONE SEE ,4:16 1 r orortput MA TOWN UNOTSIXTEDED 51.415URFAXT LLJ Crnr-1'At NOTES. Fix ...,,' I4•;', '''', .7., t,',. . „ .V.,•71-''' 1-st‘Ir.L.....t'14:...:•: 1 1,.... i: • is. .-;;• .,.. ✓ '''''........=•,--.-' • li, ,...1....;,....;4.1. ....:• ; LLEL.,,...,..,:;;;„.. 1 STABILIZATION MATERIAL IA5 REDJIREDI TYPE I. PLACE BACOT:, IN PIPE MR Al OPIDDLI MOISTLIN IN FIONINATN. D. DEEP LDOSE LATERS. COT/PACT TO A 95X STAKAGO ppocTort fA1T CAuSITY TAASHIO 1-30/ • 2. .0.0.- Trams oUTSIDE DvaA-TOI or PIPE WARD.. 0.. DEANS INSIDE DIA6TRICIT (7, FIRE BARAD_ 3. DADDIN wicnyt or yRructi turouAro AT otr Tot, DE ME PM, TIXIDDINC, NECESSAAT 670_41mIND IS AS roam& PIPE I. D NAY. 'WWI. WIMP USG THAIt 33. GPEATER MAN 32. 0.0. • 30. CHANGES 171 1/AXIIAJLT WIDTHS C.ILT AS APPROVE'S BT 1146 {ITV EADIRCER. A FOR FOUNDATION SIABILITATION L756 STABILIZATION NATERIAL CONTOPPONG TO kl0+11 cm. SPUD ICATTOOD. DEAD, AS RECYARLD AND APPROVES/ BI THE LITT MAUR. A. BEEDND ALDERS& ND 4/001FIE0 BELDING MAILRIALS 6NALE IWORLT TO 910iD LIT, SPECIFICATIONS CONDIND FNCVE MATERIALS. ADOITIONAL &MING /oR PLASTIC O. P/C PIPE SMALL RE PSCIDSRED Courotoeur-t Punt sicTroyo T OF THESE SPECalicArimiS. MOPE CIF( STANDARD DETAIL PIPE REDDEND sITA,FEF L. r CONCILTE ADEL DI P ACCORDAACE WITH ROAR CliV : F.1 STANDARD ECNCAETE SPECIFICATION. CONEETTF WATEMDM rry..• fr-1/2f 44 I AT CPC366491 TT • D-D.L. • 167AS ff coNturr WATERIVd rt-0. • 4-3-//‘ -44:374.- 2-L-2-, • _ n ,,• r!• ip 1r. I T LEW. LC:ADAN/CI L Se-0- ap,CRETE WA/ERA:AY GENERAL NOCEST 1--OuGRETE CURB ANO GUTTER psi • In. :I .STAIlaAe▪ lnirtRI—FiL GLITTER : E mcvlPtEDivssCURB. AA) EIGTEER MR1Dmi 9n4E,T3 ops,T 2. PLACE EXPANSION-COW/DUX* „DINTS. LANNI PILOT DATETTIN FELL DONN 0, CENERIM PUTS t INCH. atrLI WITH ID. Of CONCRITET MAY SO TEXT FOR &Mt SET TOWN, AN CREW TGO FEU EDT SIM FCIADIN. Z. PLACE CONN% NON: AT 11 ENT ITITERFAI.S ILTAXINTAIT. 4. RWUDFDDTNWIFTEo. NDED-ILFuiDETFNT Bum/SOsMER ALTINORDIDLDODD DIRECT THE UV CF TITISE MOD AARot OMERpLALic 1111•65 DMIN REOR. st.ttr/ T TO It•C CELut ZottE RICADREDGIOS DETAILED EN Fri A. A.S.151.0. ROADSIDE DESIGN GRIM S. SIM* DE CCNCRE-TE VIAILRNATS N. OFVELDWANT DULL CCOMINATED WM! MT MOM CM PUBLIC WT:446 DIRECTOR PRIOR TO CONSTROMION. O. ENE CCNCITEN. MTN A D2' LOGIN PXL. T. USE 6.MT4 INTWATED BALE couosE DATIPTN- COMPACT To 9 .411uUm PIT ONSITT. DADO-0 1-991 R. DINDETI LAP spucEs DINT A mINITTATD 64 30 DAP DIANN. VII. 9_ FONT MT EDFITANINATID WITT/CRCIN STILL VDU DE REJECTED. WOAD. CTTY STANDARD DETAIL LUPE! AND GUTTER AND CONCRETE WATERVVAT FOR REVIEW ONLY FXHIBT 1 Page 19 of 29 J la IN Lid E uE,.L Pn c y _ r - e N i ' L'S• . NXRP E?I1ER TO CONCRETE S10EWALK z.t ,�' STEEP IP.EAD FLAIL I//' A ," X 2' ...LE z O l� 0 CFI 0 - WTI iM EI FRA E ]/8" Y 1" A 2" RiYNL STEE; � r Al l L SEE NOFE 2 I SSE ROTC 1 O[PFII A' uiNl y F.,'xP,�Ai X C MNER E, }1 4-._ 1 i [ ��1 'iiT1CaTCB EaSE LWPSE Ayl o r co O C.). �_ _ .a1� O . - a LL EA sce Hare 5... -A-1 m S Q p - i. p = A i l A LEA, . nl STEEL 0` 5 le OC 116RERATs LOs1 um ti , E A.,.�I SCORE LENTOS 2ST OF Sill -WALK �n1 SEC ROTC 2 /8' I.C. 1 U � d A .I fir ga fXt - _ - X SEE E_ ,"l�,C.-- �_.-lI: ' s - 1 i NOTE I ,. 36" ir—\ S6^ 'R - r. W z CC 01 F Y i iJ A.,X,• 4�j. t! , }' SEE r4 �j'I#t l.�-I t!I��i^L�p_.:3 - NnfE', A A W STORM DRAIN CATCH BASIN 1 T�ASPLATE r' j;';. SEL.umL-La 1 _ � OOP( %f OR 1/15301 FOOT TONARDS STREET --- . /(` ` � f Z [ [ STfl;IIX{ NCO'p ILj v j 6rR " - 1 + G£MEfiALJQ0�5N '� E EXISTING 510Ei44'. � � � 13? . 'T• - - A/ �. O t'.. ,. /2 - Ax 6T005 -- r L' NET "- X. USE YLE ONOIIEC COIS1RYKTEOM A' TRICK EXCEPT AT IK ORNATS MILK TRICPNESS OF T• ti! COMXICRCrAL Ao rR INOVRut 2d4 5'.rR: AREAS AND IN PESIOENTIAI. AREAS IS REWIRED. .fi Y.ry.L,'A ' FLEN ERISEING C'i18 A OIITTEN •' ,. m - r= .. I lA F SLUES -- - - PLL 1-�• A[l .t01N15 '^. E. PLACE SCORE I cr_s Ai LNTERVAL5 MOM 110 I I/2 SFGI.IFIE9-12 TINES ENE Wl}ix CO TIE S OEWSIT. ONSFORAIV RI'LLEO HOT la SEALE ALONG LEI.TRY 04 SIEEWMA IIO INTTRYAE NAKII4w 1. O. USE NY EXPANSION JOINT FILLER AT INRTLS:CTIOHS cm PERPENDICULAR SIDEWALK. OR ORIVEWAK. /. EDGE SIDEWALK ARO EXPANSION JOINTS WETN I/2. RADIUS =INC TOOL.A'-0" GENERAL NOTE' l L 1...I(,LO Ili M Z GENERAT NOT PT.? 5. OSE A FARROW XN 4'UANIRLARE0 BASE COIFS'+£ CONPACTLO TO 455 AVERANE OF THE W.RI .PA 0RT OERSTTY. NPATISTO T-5D1 I. COSTA TAP0 Em+CRLTE 5 E TIalE." YCNi lil V+ I. ' FRAMES Y canres TO EE GIAVANIEED INLET BOX GRATE 5. 1111-EESS SRECTIEU OTHERWISE, CONSTRUCT WIDEN EK Z `� 5 STEEL OX CAST IRdL 9DEWALA AS T(KLOFY A. 5 FELT IT SmCWALS 15 ADJACENT TO A POMO,. 2. USE 6• YIN UNTREATED BASE CORPERE MATERIAI. CONPacT To Y a' F uAXEYrAI DRY pLNSPTi. A. S. T, Y, D-V 511 sE H �v et 0 a 2_ LOSik4CT Nos caw. TIi[xN3Sl TO NATCN ERI5-TINE 09 IREw TM of CORK N ,NgRP., I ONO CITY STRiiP GyER I FOaE IYIOE. pl B. B t., TE 5WEFAL. IS MJACENT TO GIP& ANA 3 GVTTOt OR PARKING STRIPS 1155 NEAR I FOOT RIOAS C ITT a I. C*13 FACE INLET BOA CAN BE <UTILITEG 1. w1OTR CRYA14AE C. NATCN TS MINTING FIOLVAlA4 EXTENSION w{0eks. CIT' =I L X+X I+ +5 APPSMriCO BY TOa+L .. ALL CRATES TO BE DICTCSE SAFE. 5. CL6R3 THEFT CA1G1 BASINS SMALL ISE ROTA -LED 1N LOCATIONS DETEANDAEL BT THE CErY EN -WEER OP. MOAN CITY lORLIC YAWS DIRECTOR STANDARD DETAJL STORM OfiA1N CATCH HfiSiN AND IINLkT BOX GRATE 1. CONCRETE FOR SIZEWALK SHALL OE IN ALCM...AT WIM Tig LNpAB CITY STA16.ARII CQYYIIET[ SPE[NFGTlI.Nl. D. N KTOKAL GROUND sF6ACE 9iLLL BE Cw,OED TO MATCH TIE BAF_R A SIDEWALK ATTER CONSLNUCIION OF SPJEWw.K. SIANDARD DETAIL CONCRETE SIDEWALK STANDARD DETAIL stpEwALs DRAIN ` `` I. O la r re C = O 2 x' . T Nlih ltEr24. D .... . . . .v ., 01 co N- a. C71 to 6 co m id O in$ O . Y .... cs 5. 5. ❑DOOM Kalov,' mrh.cs hell:PAL / Callan netore w XX dig .wN__X...wac a or -.2..!..,.!. u e EXH3BT 1 Page 20 of 29 2.11 LANDSCAPE PROPOSEDa BOULDER riALL ..TOTAL cONEDIED LANDSCAPE STRIP WIDTH EQUALS a AT ALL LOCATIONS ALONE VS 111 ROW Z I p p E pp qp IN G CURB W[OTXYAAfES 111EVARIES 1'. I. I QUTTER V 1W _ VARIES 2.6' ST +h 1r SAWGUT\ Mg a .:' i CONCRETE PATH i ✓•YDSCAPR iTWP CURE i ASPHALT WIDENING � � . Z.VEk. ..''-`-,dx:'w. BUTTER c aR`ear ..... h.. a Uro I. IL HOTEL PARKING LOT 8" HP/A iR'BC Er MIN. UTDC (SEE CETAIL] 1 (Lr CENTERLINE rt m A 1- � Ur9. 7 CIoo IT RECORD.OUHGRADE 1 22%F VARIES US 1131 £.r A.SP/1WT 1I U EJ WA li •.e scpu �. V R. °R.w wAoo Oars a�. a. " 1l3 91 WIDENING I `j w \-EA:" GRGYAO Pr CONcRRETTE !/ rs w n ooq �o &o e"'Sr o o"� oo .00 en fi rs`�v 1 Z T'CPICAL SECTION 6' UTBC UTBC �:..:. ,, e;. << 0 iBPg DC•S'AIL) H.Y.S. 9" WNW — 12" GRANULAR BORROW SAWC'I!'i' LINE E.Y. UP'C L I - --- RING M1COVER _..ci'- �.�f,iiS� �Z r•&➢uPin I ! e ,la x F MA ig wan ! Ln�{�,rs !`law'- Ir, t up wr. rm _ GRADE RING r..:..•SI h _ - _ A yyt I f.• TMA.1. !a - iq � N £ - _ 6 0 i w r .i E- PlAN4IEYY li j ` •i INLET PIPE \ \ n.. rF _. R: r m u 7. ...rt.. - i - { I w?s ,`Ian r�i.'W :u17o l r $ � Mi- . es ` - OROUTINO ..0 a Gy., n��CirF<' ,8w1�# c,b CA kr .... �. �l tl,„11 r iEr T..,,g, ,` � . I _ w.rF i -j _--�-iT .a.nassa _ s[{114TIYEWM %' ---- com VAULT SECTION i -OUTLET PIPE g ' `F" ,` ""- "...1 f' \ -- - ----- ..:' I -. N O 12 D $$$ al £ Io> o�} _ ®. m.."r .� mo „>n �® ,,,. �n 7.'i..ti F„sr -mow •J ,. r i . U y 1 �� p RETAINING 9AFFIEJ �`i w, 5 .'-c :�- eb• lr r W E .c m R. a. ? � \ y ... x.r�, a.. 4• � r-a- r-Ir r-Ir r-r :-r ry r - a 3-4 3s r-e rs - - ❑ IR m. t• s� r-r 3-, ,' .• r..e '.,,a-e'.r > }may S" �:.I^ E16ON' (t o.N u. 4' svt,., ,1-m Y-•• 16.E I-•• 1,.7. i .l.tss '-,ors m �:d •- .••- -,.._r ---.� _ - 4 0ir G M Si r �� ,t'�' �u, l`�mnrie "ten .ueg e•a nmsv sm ...e �BERCAREaR ..t �, -..- rV :J C- " 4 LO " 1.47 ; tIN �� t0 tx... -N, l.trz s �fw«da..v P.....+.«.r O . -,� Er sn,a� ` n.b. xac.rmGroan I ft . - '] , ry c- • a5c-i2Y� Trap Gram Trap EOo GIB!SE Tlap - -,° :Id7Ac SAPIDARD ➢EW& '. VvoYpf9wet�reasE rsx Mlle cRTEASUff 5,000 Callon PPBtESi "mar dam ELaGallon ..E, EIC i '„'mvos.diatalltualmenIa°`aa ',IPA...PM., ool-5r... STOW WATER S14F _, AR ...�.a„-,.,� rw .w-..,-"..,,- 4.310PHII NOS - dm+Ids+a4"atsci• 8 EXI IBT 1 Page 21 of 29 S71SO VE IRENE cLVATIOD. b{Lw 21. nf9r...e NOE. RFT --. Iota INLET POE INVENT. FOND DOT E LE MUTTON 19.EIM1.12-11.14 r-- i POND MEET RE MED ETll1 A ■TIMETIO LE€M PE VETE A L.ATEII Of EMITTO1Im Car. o crAILE Of TIEI I.OM EIME NEAT Ell GEOOnMET * TNT 1 Alm A EMOV®DT THE O EOTEIDIMOAL MODEM PRIOR TO CO11itM1[I10E POND DETAIL SECTION A -A N.T.B. r TOP Er JEUIM EdN9M `slumAn 10i4ME MC OAP OMEN MMa �E IMER ELEV.. 401410 ECM TM EDE UME TO CONMTRUOW TIM MEAN NU= tl MOSIOVO EW THE +DOTECHIIICAL pYIkOEMa COREULTAIr MOE rO COMo TRUCTIdI EMERGENCY SPILLWAY SECTION O-D N.T.S. MN amOTiW'IE.e � CW.1N.1ir woe EDRT MTAADAADM]l RIPRAP SWALE TYPICAL, SECTION N.T.S. a -DOWN N!. or MINIM TIM mamma mamma FAMINE LET r.TAIMl1E WALL AO VOTED Ell T1! NNAEIMd ONO IFEAFEAEE PLAN. WTD•I=EaI TER S ■FOTOITI.G Ina UapT ETANAAAG3 RIPRAP RUNDOWN N.T.S. )ENS 011ilf. lN` t>Wfllla� OO OTEDi FE 41 O ro O 4.6 n U Ln o a CK c m � in rnQrn W W CC IA I- CJ 1"- F 11. s 4aQP. "° 0 a 0 m b CO a ‘"?m p � m 7 u A d00Rom' EXHIB'T 1 Page 22 of 29 R- RJ. FL R®LICZR a•.• CROH 3 - FL GAT/ VALVE firmM PL LL•VAL PRY it r J - 4 a. FL WASH MS YRAVII OI!• DIRECTLY OMAR FLOOR GRAIN • - FRE••UQ ■AOOP T. a',HO. TOWST ROM ■ - Fla COY PI. IP. Or .•d rf 1 Y "POLY �IWRIM •TlePe o IV aS. 11 - R SPOOL 12 - oo D.ORQ FL NIRO tr ane r! 17 -r FLOOR MOM 14 ••RODY.D ■ND COUPLEIM Ir..• rJ 11-•••• Pal THROW FLOCK 1 • • r LEO LAP WITH r 7I•T7•Is 17 -r 7II70c VALVE ALLORIN• 9WRFLOM DNLT PRESSURE REDUCING VALVE VAULT e • I• I• S fl V. LIRE WAISI6L OW 131.17 E a �• i► 0 •} • . .. l_ } I■■ 7 . � + �■ Ri • ' Vsmall `'' O � •• LIRE TO .IAMTAIR FREON STATOR .7 YRS•IV IMILYINat as sx COVeR A ROM IS PIANO • 1! '•1.. D 8aa �o .an• "."0 8o'fl &ao 'd _ a Sao Sv nog Oo0 na0 ni 0 ..aV no+ n-0 coo Sao Oa0 n0•' VOW • ■ . ▪ • ■ �, • . . ▪ . ■ • r 1 . _ o • 1. Al?„,. Q'Q AY r O.9.O PTO MATS SaTOP VEILT•.O 0.11- MIOIIS OMER IN WALL Rnvw whars below. Cal . Ca11817 before N u air. .4Y• •TAX■! b�F Vr • t •i aAR• mr 10 • rrumnO•WR 6emTE6i• A. i . • a • M 64N1 • 1V i h I • -IDI IfII R•r R•LTSIMAT■ A III if- �TYIN� AMT. 1, Po R SMALL FTRIN S.. PROVIDE STAINLEN STEEL. FrrTReaa NMI MINT OL TO.I Na T. PAM.. TA O SV' VS TAP. FOR P1iSSNN MINH. k ABOVE CLEATIANCE 'NNW WATERLINE THROWN THE WALL/ AND SEAL OPERNN WITH LINK EAI. J D Ed gd u. W W 2 m v 0 M acgCL u EL CI O E SR Q rn U J J W 6 7J ! L !L lil w z (-3 z w 1- W �3� d Q a W G O O en EXHIBT 1 Page 23 of 29 p , , F , 4 3 F 1 : 4 7 7 . " - " J c . , ^ . " ` - 2 k 1 7 z r A E . w 0 0 0 D E A D M A N O P T I O N N C O N C R E T E D E A D M A N O P T I O N T Y P I C A L D E A D M A N A N C H O R S P L A N V I E W T Y P I C A L V I E W - - T Y P I C A L S N A K E ) P P E I N S T A L t A T I O N 4 1 V . : 6 1 4 % 7 - ' 5 ? , 1 . - 1 1 . 1 . & L " " D I R E C T A N C H O R T O S H A L L O W R O C K S N A K E D P I P I N G S Y S T E M A N C H O R S P A C I N G I N I T I A L O F F S E T M A X I I J I J M O F F S E T ( F E E T ) ( F E E T ) ( F E E T ) ; W I \ ! T A : \ : ; : : T Y P I C A L S N A K E D P I P E I N S T A L L A T I O N 2 S N A K E D P I P I N G A N C H O R S Y S T E M I G E N E R A L " 2 A " 2 M A T E R 1 1 1 5 : F . 7 . , r _ E ' E E . 4 - " A . S S . . 1 2 ' " : , . : ; V P - I S S 4 = I I , 1 . A s r y A F . L r z 2 ' ; I " 3 . F X E R I T O N I . . " . " s l 1 " C . : 1 7 - - , _ " I _ , " - : 1 . 1 7 4 P S E T E r I G I N E E R M G . L L C . G O F F n 1 L 1 4 7 1 E l i r i L G O F F E N G I N E E R I N G 9 . S U R V E Y I N G , I N C . 1 2 6 R O C K P O I N T D R I V E S U I T E A P . O . B O X 9 7 D U R A N G O . O O L O R A 0 0 9 1 9 0 2 ( 9 7 0 ) 2 9 7 - 1 7 0 5 w w w . r . . 1 " E n D n a . r v a . . . , N o . 7 9 8 0 0 4 4 1 6 1 1 . 1 1 4 H . , I s s u e H a n d : ( 0 9 0 : 8 9 8 1 0 9 1 1 1 1 7 9 9 1 1 6 m e n . 1 5 . 1 5 O G r e . e n E y V . 1 . 1 1 - 1 D e s , . b y : a y . 2 6 O F 2 6 P I P E A N C H O R S T Y N C A L D E T A I L S E X H I H T 1 P a g e 2 4 o f 7 . 9 N 0`48'22" W ` 33.52' \\\ a a N 88'42'40" E 20038' S4593000"E 167.31' N 66'42'46" E 2190.49' ItE IwHI rr4 N 45`00'90' E 175.00' �. 6) N 22`04'49" E N 45`21'50" W 5458' G:'.Jfrb� SCALE -"tea 227 00' V' 3tiry�6 I Gh 9i' 1 5 � S 10'4812"1E 206.48' I I 7 y�9 7 5 F l 1 5E1;41:4':'1!4 S 16`46'56" W \ 225.09' WES7 260 00' I Lne Table Lte N threulan (Length ever, Table L_•rgth Ceh_ Chwd C-11 length ®®® MEIZEINgillilli ®_ I Y ®®® LEGEND a 1 Surveyor's Certifies!, 1,111.5 Slake. certTy ttrat I am a Phatesa.cnal Led S r.e,.ce as presented under tee la,:s of the State al Utah and that I hold 'thecae -z-5-,050.1. 1 farther certfy that a land survey :515 made of the property des_rr: :-,- . _ the Iwdmgs cf that sarve� are as shoen hereon. fey La the ;et: :. d •. treni.e :Door,. - feet to tie nei t1 , 63I 61 lee[ Yc. n.j ^:.., - .. r is Cont., 227.657 so ft. OR 5.23 aches - omt being thence :I°23',k_ h:rga Is5.20 lost • Nog', 60'35'3 - _,7, fere Tonga ; 65.00 t C 1613C-00e6 Ecgrnnmg a: a rent Ln the iscrtnerly nglrt cf :',ay I,re GI t'hn.haar = - - _ North 815'34'02" East 765.61 Fret along the section lire and North . - 134.51 !see from the' lest Quart, corner et Section Yr_: -- r - -i.criar - 21E.-rst. 514 'L,ke 5ase and h3enchan, and tanning these° - - 54 58 feet along the said r ght or oz. Ire et 11y9 - !set secng a 60 loot rdd es carve to the left eon a cen'ra anyl - beers I.crth 23.46'53' net 17.15 Feet; thence llodh C - - `�etr. a Ilorth 45°32 1 I' West 1 167 55 feet to d F =edlre line :earth 5.'432e West 33.52 Feet to lone t1 _ _ 1 -: ,thsest _ Id the flerthrcest Quarter of Seonon 3C: ehe.-_c -L--:- - East. _ FJ feet along the sixteenth seetlon Imc: theme Sa:za .: _ •:.- _ :. _. 31 f e cr North 45"0000' East 175.00 fret to a part cr _ q thence 19.111 b8°42'46° Edsc 21 w0.49 feet ale 1; .I _ Ian lee northeast of the Southeast charter cf tee !1 -• r2 C7, thence Sr.. CF.C;0C4' East 2504.70 feet along the ce - .-.. . I ne. fa f_-:: cet alo .• .- _�' I I .. 21.06 lee. it, ' ne ; =pi t of ._ -_. -. -=_,rargs ,a 'forth 0°-.'22' West leenceer, tee West CQvarter corner and c, a .. _ - corner cf ,Sect., 26. -fotateiy 25 5ecte. R.n,e 21 East. Salt Lake The k.:._..-" ' -• _ hey 15 tc reu-i•cc and 11-10,1,1e5t the beandar, of the ,*Gie and create he-,v teundar! descrptrors. BOUNDARY SURVEY 988 South Highway 191 Moab, UT 84532 Hogan Construction 1 5 Sheet i EMI-1BI' 1 Page 25 of29 ORIGINAL I 'G%S • 1E :'E T l oE9E I•� �� A..._ HILh - S •.,v RAkS le I - F11.1SFF7 1'..ALF - CCA-=PE55 E1F -1 ER Lx CARS FAT:=k_'1 eB3S 1-0-0.- 0-C34T. =RUSHED • CIJE I"tl fI: TER FAE21C: TPV0, 3-7 _A F145 • ' z:=3 • 111.5111 F 343,3, RT UTE IC 6 PFRj i 6' �E2E i5 Cif.T -5h 30113 -- 2-#5 C311- CA1,711E'JFRE.0 EFTA `cA^1161.1L NOT=S. RETAINING WALL SCHEDULE WALL FJOT1N2 SHEAR KEY RE1NF: sC:NG =ARS BA% HFIG-41 ;He; Tr€C'K, (-s; MD R1 EA'') TEL EF) 0=P-i EB) 171-1 ES; wC`F ET41 FtE114 E.514} 1e, LI 0. Cel LEnGRI (LoJ LL'IC11 ,. o 2'J_-1.` 16'-6' a IS" Ic.-I;" 14'-0" S-.5" r"-n' _- .:a3. - 6 _ _.-ti" -- 6- I._ - 1,-C.- ;5 0 .'2 #d 312 q,E.,§'2 it ?16 #6 C 12 f"-0" .79 0 = C-D" Fs-_` 'L16) #6 51.5) :d i5 € ': 04 3 12 45 5'2 t5 0 6 ,s,9 e, 1.7 B,_E_ 119 0 o 16'- 0" IS" 13c :'-6' -; ;' 6' I. C #5 3 '7 04 3 12 #5 3'7 +- g 6 ': /2 S I' E'- E- p 2 5 5 _ ;171 #6 le-1r _. 7. 9. _. If _... fz, I''_r" 9.-E' 2"-ti` T 2'-4. .'-!" '-1' �'-r' I'-r- It 4'." '74 N 16 s5 5. '6 #1 56 I a' C 12 '-E" AT U o 5:-.1 4' _' 12; f5 r'-r" r-I^' It e , It4 116 05 5 -6 ' eE 3 6 05 a 12 F'-G" Ya .1 5 10' Ei 12' g. E 1'-r . 7' _ Y-C 1 . AI 5 - @4 IT 16 05 5'6 06 012 0 e. I: 5'-E" g B ? - T5' _ '- li s u S' - F'-5` 4 6 I' - I . J` -0 - .. - .___.._. _ 05 Q 16 - - pR o 12 05 C. 1 ' o' S 12 05 C 12 - 06 E '2 - Ecj E:, E.5) P. p5 N 16 - 5 2 - ` 6` 5" ` 1 - - 7 - - - t5 it I6 .. r'- C 12 4- 0 17 e B ? ',- - 1,41 ft -- ',-J - 5 2'-' i'-$_ `. 7 A5 016 _ - .. _.. -' a 1' a 5^ C I? Q4 EL 1,3) rS EA.61121 Ca11-P1: I; 3A:11", OIL 1HE iEHTELPNICAL RF3EP.- PREPARFC FV TRACTILE= G=C FCE ;F71..E_" ,5 t51.11 :1:E; 30..13 1:a.1321119, LAC:=. 14E1.1E1116 0141_5 MIRE C_S-:AE3 'CP, '11E FCLvm,§tJC: ACTIVE EARTH=RESS_IRE, iC FL=,-� AS511i P ESSiIRE: 35G P2'1FT CC/FETLr RT O'' FR CI'Mt 0.22 S:F.CF ACE: L',Lie,11 ;F ? F' -i:&- IC..1 1:1 PH •1111=FE 4gPLC LIAC141. AF.-[RIALS STALL Cy; 0r.'.11 13 HE `OLEM15PG. E7:;NT: AS11A LI^0 -'i?F II ca:ENT=UBSIITL LES_ 45761 C535, !P_ IS iHA-[ ;_� CF A< 'aLG%.TES: A3T51. C.33 '.LTNECW'tiC 3.hfS AETH A6'5, S?00E E5 J. 4_L Ca4CFETE 1101,13 SHALL CCLlF'R'd TO THE NILO:11.6T 22 DAY CDIFRE69:1 1_11PF'.3 F: iG:TJ P9 A'Ar 'A'AT:Fj CE;ff.T B;,10, 0.15 4kr, AGCF-t::.-E SITE. -L CAMS SF LL 1A:E :'e='1 :eE :(N, F:?rr liCF. N'S' 11151Ar _-L AT A Ynx C1N : PEING L- !LET. a +tit pp.r us.: I71,5 Sd:-. R Nd FL CE AEG DR EB 'E., 53EVIAT NObEH_HT Et1I1i/1 CCACPI-E P.A:1E11E1LT. NT 571;.r f.G" C- EF1F§FF>01!iC CR DOWELS PPC-031E1 ;'1 "Full E.tC-P= CtJ. Td5 C4NiEk•CR SFALE 10197T1:Af t-IL 81;06_113 0E 'Hp P.E 1.31143 WA._ 4 C.rr11] _ BAC'I'FILL FCR BETA:FIL'G tiAi_ SiA:-_ B=_ GP.;,:JJ�aR S3L _.r Or CP.C,!'..' -.-: F11 SHAL 11ET 3E311 C0'v: rET: FA= PEADIE3 23 DAL CF561: 513E^-3T. EL A i _APPLE: 3ARS STALL II0.1,1 F.:LL ITN5-01% 9. 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TOF;.S C'TO'4 TG SL F: BOTTOr CIF E,CAVA-101 AKC 'lL_ 4111- CON:T:EE l_7UFF Fell. a + .u,TIOM :GOFF ENGINEERING 8 SURVEYING, INC. 125 ROCK POINT • DRIVE SURE A P.O. 9OX 57 DURANGO, COLORADO 51302 (970) 247-1705 ...... �W!2nyui::elyl Y.cw11 LAP SPLICE SCHEDULE TYPICAL JOINTS NO KALE TYPICAL STEP IN RETAINING WALL FOOTING Ems+ Na. 76EW WN.LIW H ▪ c=va1 rr ey le RETAINING WAIL DESIGN 69 a Abcri, rTnmrstzzlrer navm:s larbAns: U room try un�eY, 1,r•I-, Shalt 111.1 11 11 El C1C37 1:2_. LI .17L:© 0 4 IEa7II10 Minn I Page 26 of 24 ORIGINAL C 1 LAYER CF WRAF 1 s(} 1 f TTPIO r Eu.A CV_R ICOAC-LC ROCK 97/ SCREDU E FCC[ 97f AP'ROK. Y.JT .i�-A7K. 1.27 A early.., mDTH r.FK105- ' :PC-FS) ;k:RES) 9\CH :; 144. En'aM 517-_. IC IC 16 3 W-! 703 HI 2A03 1g '0 T; 6 9,1 a,]C 0 °,_O[ 3 IC 25 2" L- =" 7.1AIFY 0L-U. ROCKERY WALL SCHEDULE --ICIER=aJ?ILCLASS A _A° I Fl. N!N 3E lCiaiREri -n 5 7]Fkl :FAIN SYiT'k Gf CLf0A7ICN P(A`I PAK Cr VT 10 S'5 _ -3 E_ l' I.' 3 rTCi_ A I_ 99 'C a S T: b_ 0 re G: «,3 50 I257CRY I -CT (=7) IA51~7 ICCi( Slt (&L.) VII,NC I DIGS Sir;10P) - _ 6,11. 1: MIT5S 51 ' KFY 9 / TOY, 1: CbtFZij 2 0,6: ' ' MA:. 'IL 4.+S2._ 2 RYA L VA:. a- CCJ:Ep I Dli EL .10 •C::AlN;gS C;LLE7 21J ?: RP( ;,Np SHAIL d-. 115:9 T CFI E. ? CTROLI AP AS IECSSE hC SLOPE SHALL 6= LSE) • ALL Rre.P h TPI I. SrR = HAM, 5.20 D, �. `ES, .;,V AL:,' OTHER C ITOTS _bf PLAY STpOF, OF. 51_ C MA:CH (7E [HE OsTiEB STONE J5D =CR :HE Rv9t "I I.,-- t,}] 5)Pf1LFS, k"i THE EYP0SEC FAA - 'All, DH.E5 -CFOES Tr= .... - - -_ _ _ _ 'EL 50 I ci ELACFC -_ Li7 PriFDIOI7JL"P ,.I „ES_ TO THE 4r HAY 01;A5 7 P.CCS .1 ,C.n Ell :Q .) DE. . ,. - I GI}=, SO FHA -FE :71 P" 5P("-i.L PASS THE -'..h F., : C0115-)- j 1,: ).4:51S diTF' . PL- Ei ?FDA ROCKERY WALL SECTION do SCHEDULE DOFF GOFF ENGINEERING & SUIRVEYING. 1N0. 126 ROCK POINT DRIVE SURE A P.O. BOX 57 ❑URANGO, COLORADO 51302 (970) 247-1705 w••v. Gt.flEn0ib uenr1V.�1+'=1 2._11 Crvcm:nY & P sv.. 4. a L.es 6, :cru m; cr.fi am1, ..�I RETAINING WALE DESIGN W U 10. Q 10w,tssyd, TORCONSTEXTEN —11164614 Huloct llu.mn,- I5Ia. CxR.m Ity Cll 0,-.0:16n h9 t�Iln [1.�n,..1 F?y t11tM1 Shed _12 Llo CO:...- LI I1 !. if HI.liifl EXH16T I rage 27 of 29 Supplement to the DIA Hyatt Place @ 900 North January 17, 2017 "SET -- ENGINEERING, LLC General Conditions [Improvements listed below only! Unit Quantity Unit Cast Tata€ Cast Mobilization L5 1 $ 40,000.00 $ 40,000.00 Traffic Control LS 1 $ 40,000.00 $ 40,000.00 Stormwater Management During Construction LS 1 $ 10,000.00 $ 10,000.00 Material Testing and Contra! LS 1 $ 10,000,00 $ 10,000,00 Construction Surveying LS 1 $ 8,000.00 $ 8,600.00 $ 108,000.00 US 191 Widening, Shared use path, and landscape strip Clearing and Grubbing ACRE 1 $ 4,000.00 $ 4,000.00 Concrete Shared Use Path (including UTBC) 5Y 697 $ 75.00 $ 52,275.00 Curb and Gutter (including UTBC) {along US 191} LF 604 $ 30.00 $ 18,120.00 Curb and Gutter [including UTBC} [along driveways to ROW line) LF 108 $ 30.00 $ 3,240.00 4' Concrete Waterway LF 144 $ 35,00 $ 5,040.00 Concrete ADA Ramps (includes Truncated Domes) SY 64 $ 100.00 $ 6,400.00 Sawcut LF 1280 $ 3.00 $ 3,840.00 4" Decorative Stone (Landscape Strip) CY 122 $ 30.00 $ 3,660.00 Street Tree Irrigation System LS 1 $ 2,o00.00 $ 2,000.00 Street Trees (spaced at 30') EA 22 $ sorwo $ 11,000.00 HMA Tons 807 $ 135.00 $ 108,945.00 UTBC CY 510 $ 45.90 $ 22,950.00 Granular Borrow CY 530 $ 40,00 $ 25,200,00 Excavation CY 1010 $ 8.00 $ 8,080.00 Embankment CY 750 $ 12.00 $ 9,000.00 Asphalt Demo SY 361 $ 5.00 $ 1,805.00 $ 285,555.0D US 191 Storm Drainage Improvements UDOT Curb Inlet (Modified to Sump) EA 4 $ 4,000.00 $ 16,000.00 Manhole (30" Pipe - 5' Dia MH) EA 1 $ 4,000.00 $ 4,000.00 30" Smooth Lined Corrugated Plastic Pipe LF 309 $ 55.00 $ 16,995.00 Excavation (Ditch Regrading} CY 665 $ 8.00 $ 5,320.00 Embankment (Ditch Regrading) CY 200 $ 12.00 $ 2,400.00 Ditch Revegetation (Mulch and Seed) ACRE 0.9 $ 1,500.00 $ 1,350.00 Abandon 24" Storm Drain (cap ends and flow -fill) LF 54 $ 30.00 $ 1,620.00 Abandon 48" Storm Drain (cap ends and flow -fill) LS 221 $ 85.00 $ 18,785.00 $ 66,470,00 US 191 Pavement Marking Improvements Removing Existing Pavement Marking SF 2605 $ 2.00 $ 5,210.00 Pavement Message (Preformed Thermosp€antic) EA 4 $ 250.00 $ 1,000.00 Pavement Marking Paint GAL 10 $ 50,00 $ 500,00 $ 6,710.00 Water Main Improvements (City Section Sta 0+10 to Sta 6+231 Te-In to Existing Water Main LS 1 $ 2,500.00 $ 2,500.00 Pressure Reducing Vaiut L5 1 $ 25,000,00 $ 25,000.00 10" Water Main (C-900) LF 598 $ 55.00 $ 32,890.00 10" Bends & Fittings (w/Thrust Blocks) EA 4 $ 1,500.00 $ 5,000.00 $ 66,390.00 1of2 EXH1BT 1 Page 28 of 29 Supplement to the DIA Hyatt Place @ 900 North January 17, 2017 SET ENGINEERING, L LC Water Main Improvements (Hyatt Section Sta 6+23 to Sta 18+891 Tie -In to Existing Water Main LS 1 $ 2,500,00 $ 2,500.00 10" Bore Under US 191 LF 70 $ 500.00 $ 35,000.00 10" Water Main (C-900) LF 1266 $ 55.00 $ 69,630.00 Bends & Fittings (w/Thrust Blocks) EA 4 $ 1,500.00 $ 6,000.00 12" Gate Valve EA 1 $ 2,000.00 $ 2,000.00 10" Gate Valves EA 1 $ 1,500.00 $ 1,500.00 8" Gate Valve EA 1 $ 1,200.00 6" Gate Valve EA 1 $ 1,00.00 $ 1,000.00 $ 1,040.00 Fire Hydrant Assembly LS 1 $ 5,000.00 $ 5,000.00 8" Water Service (to ROW line) LF 38 $ 45.00 $ 1,710.00 5" Water Service (to hydrant) LF 12 $ 40.00 $ 480.00 Asphalt Patchback in U5191 Tons 70 $ 150.00 $ 10,500.00 9" UTBC patchback Tans 80 $ 30.00 $ 2,400.00 Asphalt Sawcut LF 720 $ 3.00 $ 2,160.00 Removal of Asphalt Mat SY 160 $ S.00 $ 800.00 $ 141,880.60 Sewer Main Improvements Unit Quantity Unit Cost Total Cost Tie-In/Modifications to Existing Manhole LS 1 $ 2,000.00 $ 2,000.0G 8" Sewer Main (SDR-35 PVC) LF 1419 $ 60.00 $ 85,140.00 Sanitary Sewer Manhole (5' DIA) EA 7 $ 3,500.00 $ 24,500.00 8" Bore Under US 191 LF 56 $ 450.00 $ 29,700.00 6" Sewer Service (to ROW line) LF 10 $ 40.00 $ 400.00 Sidewalk Demo (in front of Riverside Inn) SY 213 $ 10.00 $ 2,130.00 Concrete Sidewalk (in front of Riverside Inn) SY 213 $ 50.00 $ 10,650.00 $ 154,529.00 Sewer Service Replacement to Sunset Grill 6" Sewer Service (SOR-35 PVC - main to parking lot wall) LF 170 $ 40.00 $ 6,800.00 6" Sewer Service (Ductile Iron - up steep slope) LF 440 $ 100.00 $ 44,000.00 $ 50,800.00 Major On -site Drainage Improvements Excavation (Detention Pond) CY 1250 $ 8.00 $ 10,000.00 Embankment (Detention Pond) CY 1520 $ 12.00 $ 18,240.00 Detention Pond Outlet Structure LS 1 $ 5,000.00 $ 5,000.40 Manholes (5' ID) EA 3 $ 4,000.00 $ 12,004.00 36" Corrugated Metal Pipe LF 338 $ 70.00 $ 23,660.00 $ 68,900.00 900 North Improvements (Beyond ROW line) HMA Tons 110 $ 135.00 $ 14,850.00 UTBC CY 150 $ 45.00 $ 6,750.00 Excavation CY 520 $ 8.00 $ 4,150.00 Embankment CY 0 $ 12.00 $ - Asphalt Demo SY 420 $ 5.00 $ 2,100.00 $ 27,860.00 Earthwork Balance Total Excavation (DIA items only) Total Embankment (DIA items only) Excess Excavation (Hauled to Waste) 2of2 CY 3445 CY 2470 CY 975 $ 15.00 $ 14,625.00 TOTAL $ 991,710.00 EXHIBT 1 Page 29 of 29 O I - 03 G-0020 5esinnrng at a powit on the northerly right of way line of Highway 19 I , sa€d point being North 88°34'02" East 7G5.G I feet along the section line and North ! °'25'56" West 154.5 I feet from the West Quarter corner of Section 3G, Township 25 South, Purge 21 East, Salt fake Base and Meridian. and running thence North 28° 11' 1 In East 2 LOG feet to a point of curvature; thence 207.37 feet along a 1 2G5.00 foot radius curve to the left with a central angle ,of 12'06'37" (chord bears Forth 22°07'53' East 2GG.58 feet); thence North # 0°04'35" East 4G,23 feet to a point of curvature; thence G5.72 feet along a 155,0C) Foot radius curve to the right with a central angle of 2 7°24'05' (chord bear North 28°4039" East G8. 1 G feet); thence North 4 !'25'43" East 50,G2 feet to a point of curvature; thence 90,08 feet along a 1 35.00 foot radius curve to right with a central angle of 38a 13'45" (chord hears north G0°35137" East 58.42 feet) to a point of reverse curvature; thence 108.98 feet along a I G5.00 foot radius curve to the left with a central angle of 37°5040" (chord bears North GO°47' I 1 ° East l 07.01 feet); thence South 47°43' 14" East 13G.52 feet; thence South 4 l °32'21 " West 299. 15 feet; thence South I 0°45' 1 2° East 20G.45 feet; thence South 45°30135" fast 4GG.04 feet; thence South 44'29'22" West 202. 17 feet to the northerly net of way line of Highway 19 I ; thence North 45°2 I'58" West G91 .GI Feet along said right of way line to the point of beg111n1r4 Contains 227.G5 7 sc}, ft. OF. 5.23 acres. EXHIBIT 2