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HomeMy WebLinkAboutC16-282 Eagle County School District Horn Ranch Trail EasementEagle County, CO 201611563 Teak J Simonton 07/26/2016 Pgs: 26 02:49:55 PM REC: $0.60 -'DOC: $0.00 TRAIL EASEMENT AGREEMENT -0, THIS TRAIL EASEMENT AGREEMENT (the "Agreement") is made as of the _day of 5ju-I ; 2016 (the "Effective Date') between Eagle County School District RE 50J, with an address of 948 Chambers Avenue, Post Office Box�740, Eagle, CO 81631"("District") and Eagle County, Colorado, a body corporate and politic ("County"), whose address is 500 Broadway, Post Office Box 850, Eagle, CO 81631. District and County shall collectively be referred tows the "Parties". WITNESSETH: WHEREAS, District is the fee owner of certain real property located in Eagle County, State of Colorado which is described and depicted on Exhibit A (the "Property"); and WHEREAS, District wishes to grant to County, and County wishes to obtain from District, a perpetual, non-exclusive easement across a portion of the Property which is described and depicted on Exhibit B (the "Easement Area") for purposes of constructing, maintaining, repairing and replacing a paved recreational trail (`"Trail") . and related improvements for the benefit of, and use and enjoyment by the public all in accordance with the terms and conditions of this Agreement. EASEMENT NOW, THEREFORE, in consideration of the foregoing premises and the following promises, the Parties hereto hereby agree as follows: 1. Grant of Easement. District, for good and valuable consideration in the amount of one hundred thousand dollars ($100,000.00), (to be paid to District by County at such time as the Agency Approvals. identified in paragraph 4 hereof are achieved and prior to commencement of construction of the Trail Improvements (defined below)), hereby grants a twenty (20) foot wide perpetual, non-exclusive easement over, upon, under, and across the Easement Area as described and depicted in Exhibit -B, to County, for the benefit of the "people of Eagle County, for construction maintenance, repair, and replacement thereon of a paved Trail and Trail Improvements for use and enjoyment by the public. "Trail Improvements" shall mean and include any or all or some of the following construction items: excavation, embankment, asphalt, gravel" shoulders, fencing, signs, pavement markings, ditch and drainage grates and pipes, side slopes, wall and railing, as necessary. Except for approved road crossings, motorized vehicles shall not be permitted within the Easement Area, except` during construction, maintenance, repair or replacement of the Trail Improvements and for emergency purposes or as may be required by law. 2. Construction of Trail Improvements. County will be responsible for obtaining all necessary permits to construct the 'TraiI Improvements on the Property and within the Easement Area. County shall cause its contractor to construct the Trail Improvements in the Easement Area and generally consistent with the preliminary civil plans prepared by SGM Engineering as set forth in Exhibit C (the `.`Preliminary Plans" consisting of thirteen pages). County will provide to District the final civil engineering drawings ("Final Drawings") for review and approval by District prior to County initiating construction of the Trail Improvements within the Easement Area.' Such APPROV AS TO ORM By: agie Cd my Attorney's Office By: C 16-282 Eagle County Commissioners' Office review and approval by District shall occur within thirty (30) days of submittal of the Final Drawings to District and approval shall not be unreasonably withheld so long as such Final Drawings are substantially consistent with the Preliminary Plans. County's contractor shall be responsible for any risk of loss occurring to material or property stored or located by it on the Property during construction of the Trail Improvements. County will provide written notice to District of the date construction will commence and the date the Trail will be opened to the public. 3. Maintenance. District shall have no responsibility for any portion of the Trail Improvements or Easement Area after it is constructed and opened to the public. County shall be solely responsible for the maintenance, repair, and replacement of the Trail Improvements within the Easement Area and all costs associated with the same. In the event County intends to perform maintenance, repair or replacement activities that would result in Trail Improvements substantially different from those approved in the Final Drawings previously reviewed and approved by the District, then County shall present modified plans to the District for its review and approval. Approval of the modified plans shall not be unreasonably withheld so long as the modified Trail Improvements are located within the Easement Area. In the event that Trail Improvements are damaged or destroyed by District, its employees, agents, or contractors, then District shall be responsible for repair, replacement, and restoration of the Trail Improvements to their condition prior to such destruction or damage. Except for road crossings across the Easement Area, the District shall not place, construct or maintain any structure on or above the surface of the Easement Area that would unreasonably obstruct access to or the use of the Easement Area. 4. Agency Approvals. County agrees to coordinate the following necessary and related right of way approvals for the District that will allow for development of the Trail across the Property (hereinafter "Agency Approvals"): a. Bureau of Land Mana e ment: District currently has a right-of-way C00072989 ("ROW") granted by and across adjacent Bureau of Land Management (BLM) property for purposes of a motorized access road to the Property. County will obtain from BLM and provide to District an amendment to this ROW that revises its location and width to allow the Trail to occupy a portion of the original ROW grant to District, as depicted on the attached Exhibit D. County will cause completion of the approval of the amended ROW and delivery to District prior to initiating construction of the Trail Improvements. County shall not be responsible for construction, maintenance or repair of the District's access road to the Property. b. Colorado Department of Transportation: County will obtain a right-of-way ("CDOT ROW") approval from Colorado Department of Transportation (CDOT) to locate the District access road to the Property on Interstate 70 right of way as depicted on the attached Exhibit E. Said right of way approval will allow County to construct the Trail Improvements on the Property within the Easement Area and allow District to construct an access road at the location to the north partially located on Interstate 70 right of way. County will cause completion of the CDOT ROW approval, granted by CDOT to District, and deliver the same to District prior to initiating construction of the Trail Improvements. Construction of the Trail Improvements in the access road location will require relocation by County at its own expense of the existing Interstate 70 boundary fence and piping of an existing irrigation ditch in addition to customary trail construction items, and as shown on 2 the Preliminary Plans which are attached as Exhibit C. County shall have no responsibility for construction, maintenance or repair of the District's access road. c. At such time as the Agency Approvals are received and prior to initiating construction of the Trail, County shall pay to District the one-time consideration payment of one hundred thousand dollars ($100,000) identified in paragraph 1 hereof. In the event the Agency Approvals are not achieved by December 31, 2018, unless otherwise extended by mutual written agreement of the Parties, then District may request that County prepare and record a release of this Agreement. If requested, County shall prepare and record a release of this Agreement and neither Party shall thereafter have any obligation to the other under the terms of this Agreement. 5. Property Access. In consideration of the grant of the easement herein, County will incorporate the existing District driveway from U.S. Highway 6 to the Property into the design and construction of the Trail. The existing driveway is depicted in the Preliminary Plans attached as Exhibit C. County will install trail and driveway traffic warning signs prior to commencement of public use of the Trail. County will regrade to a level condition any portion of existing driveway disturbed during adjacent construction and provide six (6) feet of asphalt apron on either side of Trail at driveway to facilitate vehicle travel across the Trail. County acknowledges that future development of the Property may occur and the existing driveway may be expanded and improved and will cross the Trail. District and County agree to cooperate as necessary to accommodate possible future expansion of driveway access to the Property from U.S. Highway 6, or additional driveway crossing points over the Easement Area, but in no event shall County be responsible for construction, maintenance and repair of an expanded driveway to the Property, or any additional driveway crossing points the District may construct. Any damage to the Trail Improvements caused by expansion, repair, replacement or maintenance of the existing or new driveway crossing points shall be the responsibility of the District. 6. Liability and Indemnification. The Parties intend that this conveyance of an easement for recreational purpose shall be subject to all of the provisions, privileges, immunities, and protections afforded to the District as the grantor pursuant to the Colorado Owners of Recreational Areas -Liability Act, Sec. 33-41-101, et seq., C.R.S. To the extent permitted by law and for claims not barred by the privileges, immunities, and protections of such Act, County shall indemnify the District, its directors, employees, and agents from claims arising as a result of County's failure to perform under this Agreement and in no event shall County's obligation to indemnify exceed the limits set forth in the Colorado Governmental Immunity Act. County and District shall have all protections available to them under Colorado law and do not waive or intend to waive the limitations of liability which are provided under the Colorado Governmental Immunity Act. Further, the Parties acknowledge and agree that County's obligations are subject to laws governing budgeting and appropriations and that this indemnification shall not apply with respect to claims, damages, or losses caused by third parties. 7. Notice. All notices or other communications made pursuant hereto shall be in writing and shall be deemed properly delivered, given or served (i) when personally delivered, or (ii) three (3) calendar days after being deposited in the United States mail, certified or registered, postage prepaid, return receipt requested, or (iii) when delivered by FedEx or other comparable courier service, charges prepaid, to the Parties at their respective addresses listed below their signatures, or (iv) when sent via facsimile so long as the sending Party can provide a facsimile receipt or other 3 confirmation showing the date, time, and receiving facsimile number for the transmission. Either Party may change its address for the purposes of this paragraph by giving five (5) days prior written notice of such change to the other Party. DISTRICT: Eagle County School District RE -50J Attn: Sandy Mutchler, Chief Financial Officer 948 Chambers Avenue Post Office Box 740 Eagle, CO 81631 Telephone: (970) 328-6321 Facsimile: (970) 328-1024 COUNTY: Eagle County, Colorado Board of County Commissioners 500 Broadway Post Office Box 850 Eagle, CO 81631 Telephone: (970) 328-8605 Facsimile: (970) 328-8629 8. Successors and Assigns. This Agreement shall be binding upon and shall inure to the benefit of the Parties hereto and their respective successors and assigns and the benefits and burdens hereof shall constitute covenants running with the title to the Property. Enforcement of this Agreement and the rights and obligations hereunder are reserved solely for the Parties, and not to any third party. 9. Warranty of Title. District represents that it is the record owner of the Property and that it has full power and authority to execute this Agreement. This Easement is granted subject to prior, recorded grants of easements. During the term of this Agreement, District shall not make or authorize any use of the Property which is inconsistent with or interferes with the uses authorized herein. 10. Governing Law and Venue. It is the intention of the Parties hereto that all questions of construction and interpretation of this Agreement and the rights and obligations of the Parties hereunder shall be determined in accordance with the laws of the State of Colorado. Venue shall be in the District Court of Eagle County, Colorado. 11. Modifications. The Parties agree that any modification of this Agreement shall be effective only when made in writing signed by both Parties which shall be recorded with the Clerk and Recorder of Eagle County, Colorado. 12. Severability. Whenever possible, each provision of this Agreement shall be interpreted in such a manner as to be valid under applicable law; provided, however, if any provision of this Agreement shall be invalid or prohibited under applicable law, such provision shall 4 be ineffective to the extent of such invalidity or prohibition without invalidating the remaining provisions of this Agreement. 13. Recitals. The recitals set forth above are incorporated herein by reference. 14. Recording. Upon execution by the Parties, this Agreement shall be recorded in the records of the Eagle County Clerk and Recorder. IN WITNESS WHEREOF, the Parties have entered into this Agreement as of the day and year first above written. [rest of page intentionally left blank] Signature Page to Trail Easement Agreement EAGLE COUNTY SCHOOL DISTRICT RE -50J By and through its-ofR—ducation--, By: K t occhiarell Its: P esident STATE OF COLORADO ) ss. COUNTY OF EAGLE ) The foregoing instrument was acknowledged before me this 13+ day of J WIC12016, by Kate Cocchiarella as President of Board of Education for Eagle County School District RE 50J. My commission expires: [seal] MELISSA GERARD NOTARY PUBLIC STATE OF COLORADO NOTARY ID # 20004012015 MY COMMISSION EXPIRES 04-21-2020 6 Signature Page to Trail Easement Agreement STATE OF COLORADO ) ss. COUNTY OF EAGLE ) The foregoing instrument was 2016, by Jeanne McQueeney, Chair, Eagh My commission expires: [seal] M -Trq'X'A L- �j c„1 • � � v-,-�1V1 5 EAGLE COUNTY, COLORADO By and through its Board of County Commissioners By: w L' — e McQueeney, Chair (�m' U edged before me this day of , Board of County Commissioners. Notary Public Uvz--4i ti 7 QA M w` I SS 1 0e--Ak-,V—( EXHIBIT A - pg. 2 EXHIBIT "A" - LEGAL DESCRIPTION m4fItTAR t ly_111 60 t I A parcel of land within Tracts 53 and 56, Township 4 South, Range 84 West of the Sixth Principal Meridian, according to the Supplemental Plat of the Independent Resurvey thereof accepted in the U.S. Surveyor General's Office June 20,1922, County of Eagle, State of Colorado, described as follows: Beginning at a point at the intersection of the northerly right of way Hut of the Southern Pacific Railroad and the west line of said Tract 56, whence Comer No. 4 of Tract 56 bears N00°08'257:1327.30 feet; thence along said west line of Tract 56, N00'08'25"E 148.30 feet to the southerly right of way line of Interstate Highway No. 70; thence the following eight courses along said southerly right of way line: 1) N81 034'45"E 236.74 feet; 2) N77 -02-45-E 661.20 feet; 3) 812.97 feet along the arc of a non tangent curve to the left, having a radius of 2059.90 feet, a central angle of 22°36145" and a chord that bears N52'21'30"E 807.70 feet; 4) N38118'00"E 665.70 feet; 5) 1068.22 feet along the arc of a non tangent curve to the right, having a radius of 1487.00 feel, a central angle of 41 °09'35", and a chord that bears N63'15' 15"E 1045.40 feet; 6) N80014'45"E 306.80 feet; 7)S79'57'30"E 759.50 feet; thence 30.56 feet along the arc of a non tangent curve to the left having a radius of 2391.80 feet, a central angle of04°4355" and a chord that bears S82139'59"E 30.56 feet to the northwest comer of Parcel 1., Red Mountain Ranch Filing No. 4, according to the map thereof recorded at Reception No. 310755 in the office of the Eagle County, Colorado, Clerk and Recorder, thence along the west line of said Parcel L, SO1°57'26"E 432.62 feet to the northerly right of way of the Southem Pacific Railroad; thence the following three courses along said northerly right of way: 1) S72'05' 16"W 274.29 fat; 2) S87°I9'48"E 56.89 feet; 3) S72005' l 6"W 3946.79 feet to the point of beginning, County of Eagle. State of Colorado. Also Known as: School Parcel, Eagle, CO 81631 iq-0148114463aM 200701445 2 OF 3 - Exhibit B., pg. 1 - PERMANENT EASEMENT DESCRIPTION An easement situated in Tracts 53 and 56, Township 4 South, Range 84 West of the Sixth Principal Meridian, according to the Supplemental Plat of the Independent Resurvey thereof, accepted in the U.S. Surveyor General's Office June 20, 1922, also being situated within a parcel of land described in that Warranty Deed recorded as Reception No. 200701445 of the Eagle County Clerk and Recorder's office, County of Eagle, State of Colorado, said easement being more fully described as follows: Beginning at the intersection of the northerly line of the Union Pacific Railroad right—of—way, and the west line of said Tract 56, whence Corner No. 4 of Tract 56 bears N 00'08'25"E a distance of 1327.30 feet; thence N 00'08'25" E along said west line of Tract 56 a distance of 31.18 feet; thence N 78'01'03" E a distance of 63.99 feet; thence 50.15 feet along a non—tangent curve to the left, having a radius of 723.86 feet, a central angle of 3'58'12", the chord of which bears N 75'33'32" E a distance of 50.14 feet; thence N 72'05'16" E a distance of 3544.67 feet; thence 119.99 feet along a non—tangent curve to the left, having a radius of 1159.82 feet, a central angle of 5'55'38", the chord of which bears N 68'30'56" E a distance of 119.93 feet; thence N 65'17'51" E a distance of 75.58 feet; thence 60.68 feet along a non—tangent curve to the right, having a radius of 514.04 feet, a central angle of 6'45'50", the chord of which bears N 68'41'35" E a distance of 60.65 feet; thence N 72'05'16" E a distance of 250.22 feet to the west line of Parcel L, Red Mountain Ranch Filing No. 4, as shown on the Plat thereof, recorded as Reception No. 310755 in the Eagle County Clerk and Recorder's office; thence S 01'57'26" E thence along said west line a distance of 20.80 feet to the northerly line of the Union Pacific Railroad right—of—way, thence the following three (3) courses along said right—of—way, 1. S 72'05'16" W a distance of 274.29 feet; 2. S 87'19'48" E a distance of 56.89 feet; 3. S 72'05'16" W a distance of 3946.79 feet to the point of beginning, said easement containing 1.977 acres (86126 square feet), more or less. Basis of Bearings for this description is a bearing of N64'28'16"E (a distance of 13,960.12 feet) between a Rebar and Aluminum Cap (no legible markings) at the Southwest Corner of Eagle Valley Commercial Park, Filing No. 2, and the a Rebar and Aluminum Cap (no legible markings) at the Northwest Corner of Red Mount in Ranch, Filing No. 4. L — 7 David A. Cooper Colo. Reg. P.L.S. # 29030 For, and on behalf of SGM R1611!M , �. 49,5303.00,Sh'. B-1 ECO Trail �.�.l,Y° � Permanent Easementow. 3/19/16118WeS1reA, Saila 200 Ea le to Horn Ranch AMGI.—gs,co81301 g Exhibit Description 970.945.1004 www.s8mincrom FA.ev-r�.�..0 04 PERMANENT EASEMENT 86126 Sq Ft ± 1.977 Ac. ± Curve Table Line Table -Exhibit B,pg. 2 - Direction Length L1 N00'08'25"E 31.18' -a N78'01'03'E Graphic Scale L3 mr 0 200 400 800 N6517'51'E L1` L5 N72V5'16'E 250.22' L6 COR. 4 In Feet: V= = 400' TRACT 56—'-, 20.80' L7 L2 274.29' Point of Beginning o Cl L9 Permanent Easement Tie to Cor. 4, Tr. 56:1��A� f N00'08'25"E. 1327.30 David A. Cooper ' s c Colo. Reg. P.L.S. # 29030' For, and on P30 behalf of SGM H 455 •O PERMANENT EASEMENT 86126 Sq Ft ± 1.977 Ac. ± Curve Table Line Table Length Line i Direction Length L1 N00'08'25"E 31.18' L2 N78'01'03'E 63.99' L3 N72'05'1 VE 3544.67' L4 N6517'51'E 75.58' L5 N72V5'16'E 250.22' L6 S0157 26"E 20.80' L7 S72'05'16"W 274.29' L8 S8719'48'E 56.89' L9 S72'05'16'W 3946.79' PERMANENT EASEMENT 86126 Sq Ft ± 1.977 Ac. ± Curve Table Curve # Length Radius Delta Chard Direction Chord Length C1 50.15' 723.86' 00358'12' N7533'32'E 50.14' C2 119.99' 1159.82' 0055538" N68'30'56'E 119.93' C3 60.68' 514.04' 006'45'50' N68'41'35'E 60.65' L8 -LEGEND- 1 7 LEGEND - 17 -PERM PERM — PERMANENT EASEMENT -TEMP TEMP — TEMPORARY EASEMENT L6- -R•a•W UNION PACIFIC RAILROAD R -O -W O 0 1 RC2 C3 —L5 PL �_ 1 v ,o sem= SGM 1. zo, ��, ECO Trail W Y° d. Permanent Easement sI 1. B_2 118 Wesl SIA Stmd, Suite 200 Ihla 3/29/16 Glenwood Spiiya, CO 81601 Eagle to Horn Ranch.: Exhibit Map 970.945.1004 www.sgminc.com 111--e Of 0—sight / NHS FHWA Full ONareigN Na —I Highway Sy— Tabulation of length & Design Data FEET 6TA ONTML n1RE o n. Naa-ue. Pail »16o.s1 n STA OaR0.00 -STA 293a3?JB 10 rt. PN BnEge STA 2012].60 n- STA 20]�S2.OD SN.SO R e6eNHan Bridge SIA JA2e3B.16 - 6TA 3e6a36.66 JBB 1g R 19rAi 33160.51 n N2.be n ­ CIF xR tEFxrH 3sT.51 FT 442- FT D16 DATA iwE NINDN DDR E —us 2.3 FT MixINNM 9BADE 6.3x NUN S.6.D. HDBNDN W. INUN 5.5.0. KRfICAI N/A MN(INUM DESIGN SPEED 16 NPH Project List of Contacts WOO i4 fiagiam M. -g-,, EagleC ny EN. Caryl 9703843523 Town dEagk Kavin Sharkey 97032M678 U,,o P-& Rwh-d Lana Kipp. 303-405.5309 H4C .E sy-F/.+K Rua. Winder 970-949-5M MC7-Fbibv Cp* Kirk Gulknd 970-5313156 C 6nycr6F-Tefephmle laon Sharp 9703840838 SGM FA*dEigfaaev Danny Stewart 970,384-9078 Eagle Valley Multi -Use Trail Town of Eagle to Horn Ranch Segment ECO Trails Eagle County, Colorado Vicinity Map N.T.S. SW.'P 8, Toaahip 1 SwA, Rae.1 Eat, U. Prima M.Mm FIR Plans April 2016 Ii�YiwIM�L CNCC 1-800-922-1987 Sheet Index - Cb—Sheet I legend & Abbreviabons 2 Standard Pons list 3-5 Typical Sediom 67 Summary cfApp EE nn a Ouanhties 8 Sum—yolEarlb—As 9 Survey Tabulation Sheet 1047 GenerolNd 1276 TmdOP ieW 1723 Geometry Plan 24 fine & Curve Tables 2369 Troll Plan andVroBk 70L99 Trail Crass Sections 700 Erosion Cn/ro/Plan Deto/h 707-704 Storm Water Manogemem Plan Aeached a7-83 Sddge Pi n: EXHIBIT C PRELIMINARY PLAN SET New and Revised Standards M-208-1 Tempomry Erosion Control M607-4 Oeerfence, Gates, ondGome Romps S-674-1 Ground Sign Placement 56747 Class I Signs 5627-7 PonmenlMankings S63OLI Tro8c CoomJh/a,Hghrv.y Coostmcb'on PHM Dale: 3/31/16 Y1Br slre man Rer Dm. ear F c, mal. na 269 Codey Mbsa As Constructed $,,,.a ecfNo/Code LmI MdRiWIm DW: o G,,m, CO �SGM R. lne81637 No Rwuian.: - Diawiig Fila Name: Adnln C� 118WM 3itlael,SuOe 200ed::AubredVar. 2(716 Scale Nshwm U EnZli.h C= Telephone: G.nwood Spring. 081601SGM N6.. 2015503.000 ouaC-1, xR O 970632&3523 970.945.1004 ..gainc.can void: .1N bs: J.0" AMA CPoIDE 5X(73) (FG 5B-28) 6.0' ABC. PASS 6 CLASS J CEOR?'l1LE SEPAPoIRJR FA , AS DwcC D W F 8 EAG/NEER 12' SCV#VD. 40p3/EAED. A RECOMP.ICRD ANI SOJL Maw.!I♦ Iq JO" AMA CRAOf 5X(75) (RD SB -28) 60* ARC CLASS 6 ASPH4LT PATCH SECT✓0N DETA/L N.7S (11OG7 PS/) 9 -PUCE r.RVWI WALL APE IHROLCH WALL FROM WW MW 1 5C"X..• Z. _ 1'-01 °m m° z89 Coo Ms As Constructed Town of E le to Horn Ranch 5 ment Project No./Code PnM Dob: 3/31/lE Rev. Dole Cammenb Inil. �✓ Gypsum, CO No R«uian: Typical $BUlOnS No.: _ LM Modillcatlon Dab: JIX/,01/%105L o GSG M 81637 Dmwifgnle Name: AdNn (] 11BWn Sp St C 5oib200 Rs ued: _ Eagirar DCS S, Slntlunl Gods: Tekphorle: Glenwood Springs, CO 81601 ANocad Ver. 1016 Style: N Shown Unite: En ieh [] gown By: AMC Nwnben - vn41r x 97P3283523 970.945.100) www..gnmcoam SGM Projetl No.: 1015503.000 Owliy GNial: %X [] VO1d' She+ Su6n1: Roadway 5e6x1 Sheep: 4 d- Shtl Nun6r. 3 Graphic Scale 0 250 5 0 1000 In F.W: 1" = 500' '.s ,�....'I'rinity REO Ee41e . 0evelopmeal, LCC Red Younteia E—ptlan Rec 209070 R �R Aench R—R WD t -2p 0. schoni 701445 / Rec 200701445 0 PR. rtR hi ein I-70 02 P Book 378, Pelle 88 Y SHEET 34 -._.- $HEFT 35 -- -' SH {-SHEET 33 9 40 a SHE 32..'- SH� � -�—'-- R S�41 _ n .w m Legend s p Proposed Tia] Ajp—t Existuq Tra1 Easement Porce/ BounOory ��-i- }� Ro�Noad Po,Y R.O.W. h uai Com mer Fik lefotmaxon Street Rovlsions 3289 Cooky Mesa Gypwm, Co 81637 Teleplotn: 97032&3523 �SGM R 18 WM Sigh SM1 , Suite 200 G6 --,d SpA p, — 81601 970.945.1001 wwwgoinc.nn Constructed ECO Trails Pro'ed No./Code NaR W—: Trail Overview Exhibit - ? n PAN Ome: 3 31/16 Rev. Ogle Comma,! s toi nmddiwia. aa.: - CTS n_ Uawing Fil, Name: pMREaNbN (] lualcouNly 2a iud: En ineer. DCS S—. Skuden 1 Code: Oravm ,y.1C Nemben VO1d: 6h.a Su6ee1: Subw Shax.: 2.f5 5hr NunLar: 2 .4i ANacad Var. 2016 Smle: N Shown Uni4: E uh C� SG P No.: 2015503.001 Gud' Canrd: %% O Graphic Scale 0 250 SW 1000 In Feel: V = 500' Legend — Proposed r -d Alignment &4&q ftW REasement ` ICD Por: -N Bouts y Ralrosd Ro17­ed R.B.W. Red Yountsin Rench Rling � Rec 310'155 SHED 4� 1-70 R, LTIL 1101-]0 i , HEE7 q�R HELI- 45 IL IL �v aneer —ions 3289 CooleyM 6V V As Constructed ECO Trails Pro'No./Code PnM Dole: 3/31/16 Rev. Dote CommmM Incl V ed �1 ;i1eO1Oe�,,, CD Gyp-, NoR«nan: Trail Overview Exhibit Nn.: 81637 Drawilg File Name: RW{d,;yl O GI Wsl S;dh Sk d6SBR 200 R. d: En firer. DCS Sh�duie Selden l : Aulacad Ver. 2016 Sme: b Shown DnL: En uh O Tebahgre: Griwood Spring., C0 81601 AMC NemMn - fAGECO.�T1 9763283523 970.945.1004 wwwagminc.can ad: Sh«t NueLr. 3 SGM Pla' No.: 2D15503.001 Ouoli Udiel: %X O Shed Se I R Sub. Sheds: 3 of 5 _ E.O.P. 1-70 _ _... _. _ _ ., i /, •. Shh of Oist,id _ NTURE EDGE OF OMV� pG�p _ �P' Rec No, 200701445 EX, ODOT "'iUIURE EDGE ASPH CDOT XE .PL 5 i / / WI -�.� ,��.-_o__.��. Cf --FC�i J:_- SC'E „YTC�' 4 rnSr� - iCt`-=t(a= E. — C .�_C:.:.�-L�E:..r•F i,C.E,...-W,SGMTp[$2 PIP IN G(W OTHERS)-/ _ .. _."'-.... __-_•. sTAtoS+so.fi$l 0/s 11.0tL Un Pacific Railroad ----- - _ _ IRRIGATION MANHOLE 12 IRRIGATION MANHOLE /i STw109+32.55 0/S 0.00' STw106+13.60 0/S 0.00' 0 30 60 120 In Foot: 1" = 60' 6750 6715 6740Vi G G 6750 67A5 6740 6773 67JO 8715 G� 1.56.4 0.56T -I.6L! RN/SNEO CAWE(FC) -O /S.i 6735 6730 6723 6720 2lIX 6711- - J _._ - -- .- - - ___ -•^.ice---_^-6720 ___--_-_- 6713 "a 6705 6706 SCALE. EXIS]INO �(EC) 6110 6706 6700 NORZ' 1•=EO' 6695 VERT. ! -30' 6695 6691 W W �i b I b b b b b b b b tl b b b tl b b b 10.7+75704+00 104+50 105+00 105+50 106+00 106+50 107+00 107+30 !0.4+00 108+50 !09+00109+50 110+00 !10+50 111+00 111+50 amr nn 1n1pf mmio RBN • Print Dab: 3/31/16 R-DaM Cammenh IniL 3289 Cools! M '� Constructed Town of Eagle to Hom Ranch Segment Pro ed No./Code un MadlicMlen O Gyp—, CO I No a«i.im.: Horn Ranch Section P&P Sta. 103+75.111+75 `/SG M Dmwiig Fila Nams: 81637 P6npmHM 0 116 Wen 66eh 51ree1, Sul.2 00 Revd: E ineer DCS 6trvclun Sh,Mun 1 Cod.: Aaawd Vr. 2016 6wle: 6hwn English [] & Telepholxl: Glenwood 6prMg., CO 81601 N Un"p� BY, OMC Numbns - "lGlf'„J' UVI" 9703283523 970.945.1 WC www.egmin<.com Prid Vald: 5hW NurtLr 38 004Wrti�tibb�0b b b b b b b b b b tl b b b tl b b b No.: 2015503.000 Owl' Control: X% C] hw SobvN: 6u6ee16haNs: -day p 5 School District Rec No. 200701445 L - 1 •'... ..... -' - TC.E. ..-TC -..T.0 E ..-- i.0 6tgT _ T.C. .......T.GE, 4111 +75 w- X�-4•^�, _ IRRIGATION MANHOLE #3 STA113+81.43 0/9 0.00' w,. Union Pacific Railroad _ _ _ -REQIN- .... - R O.W.- -RAW, � ON i -.- .m R.O.W.-- Graphic Scale STq.l 1J 8RPM 4'5) (BY 58. OTHERS) / 60'R ^. '; �. ,.. •, 0 30 M 120 •.- In Feet: 1" = 60' L.P.STA. 112+58.85 L.P.ELEtt6721.82 PO STA 117+97.67 PN ElEY.6721.73 K-72.72 10000' w N e� 6750 .. 6750 6715 N 6745 6710 67M 67M F/AYSHEO 67J5 67JO GRAOE(FGf 67J0 6723 - - - - -- 6113 6720-_-____. ___ � 6720 5713 EXISPNG CNAOE(EG) 6715 6710 6M SGV F' HOWZ' I"=60' 6710 6lO.T 6700 WRT... I"=J0' 67W ti K b �¢ ••1 b b b b b !yy n ry u O yi b y jj yy5S b u b b b b b b b y 91 b yp pp pgi tl b b b b tl b a b b tl b b b b b b b b b b I1r+75/12+00 112+50 11!100 113+50 111+90 114,50 115+00 115+50 116+00 116+00 117+00 117+30 116+00 I16+50 119+W 119+30 Cou e File Inbmwlion shee Ravi:Ion: 3289 C M Gypsum, co 5SGM As Constructed Nc R«i.ian,: Town o! E le to Horn Ranch Segment Project - Han Ranch Section P&P Sb. 111+75-119+75- No./Code P PAs: 3/31/16 R«. pW CammenN /nil. � ModBi«nron �; _ CD Oruwiry File Nene: P6nPreNL 81637 Telephone: 1filE I1Vn' 97032ff3523 116 WM SiAh Shael, 5vu+200 Glenwood Spnngv, CO 81601 970.945.1004 www.sgminc.om Rvned: Void: _ Engims: OCS SM.Wn SMiMn I CM: Pawn By: AMC Nwn6m _ Shw SubrE Reodv Si.LM Shelve: -day Shw Nbn6ar: 39 Awawd V«. 0016 5030 As Shwm UnA:E xh !� SGM Pro No.: 3014503.000 Oud' Cokrd: %% Graphic Scale o 30 60 0 In Feet 1" = 60' School District Rec No. 200701445 T.C.C.—C Q,E--T.0 CE —TCE + Union Pacific 961—d --w R,O,. rAI25*48.3J W ELE ..6740.69 K-265.82 250.00' W ie .760 6760 $755 6155 6750 17- 5715 17(5 6740 GRADE((Gj 6710 6735 6770 6725 ErSRAIG 6 5 6720 GRADE(W) 6710 6715 SCALE. 6 15 'to Hogz. I" WRP "—JO' 6710 t�� g? q� q� b 119+75120+w 120+50 121+W 121+50 122100 122+50 12J+00 123+50 124+00 124,50 f25+W 125+50 126+00 126+50 127+00 127+50 Cwpute, File Ido-otion Sheet Revisions Gypsum, . . . . . 81637 Telephone: 970-328-3523 118 W. swk 5—, Sut. 200 , ',—_t,p� 'co 81-1 9M 945 1— =,-m— As Constructed of Eagle to Horn Ranch Segment No./code Pro 127+75 Na.:CiD HOM znch Secf— P&P Sta. 119+75 -74— FO. 3/31/16 k—, i �i, File N—: 16. C= I Real: DCS Is— I SO— 1 C., 11— BY: �N..b— I raid: ISI- S.6- sh" .0 A—dV- Xl6 5-16: 1 S6— U-: E.OA ,$�F�f.dN— "15503.= Q-Iffy �,4, M C=D School District R- No. 200701445 Union Pacific Railroad PN S/A 126+16.53 PN ELEV.6140.69 1550.67'000'112 k .GE. Graphic Scale 0 0 60 120 In Feel: 1" = 60' 6770 6763 6760 :( 6753 610 6745 FlNISHEO C6ME(FCf O.1d.T 6710 67-V 6713 6720 6713 ------------ ------ SCALE. HOR7 I =B0' ---oz,/smc CRAOE(661 W WrWAqVbVb'�An I b b b b b b b b b b b D b b 127+1116+00 116+30 119+00 119150 IJO 1.0+30 1.1+00 1.1+50 1.1+00 I.1+S0 /..100 1..+50 IM+00 1.1+30 130+00 110150 6130 6765 1110 6735 11750 11743 11740 67M 67.0 6715 6797 6715 6771 PnM Dols: 3/31/16 ems, ria.." 3289 mesa As Constructed Town of Eagle to Horn Ranch Segment Pro'ed No./Code �. �. comma d. �SGM 9 lm Made i— Dd.: - Gypsam, CO Na R,,.y;a,,, Horn Ranch Section P&P Sb. 127+75.7 35+75 w.: - 81637 A—d Fila Name: a„ I [] 116 W d spn SMc $YIN 700 Ra,6ad: Engimr: DCS Shutlua Shvdua 1 Cha: Autocad Va. 7016 Scda: N Shown W.M. Englhh [] TX!28h 3b: Glawood SPnng�, CO 81601 Drown AMC Nunbwa SGMP,. No.: 2015503,000 Ouali c—J, X% Q om+-E�2�TM 97x3283523 970.965.1004 www.igmiric.can Vim: Shed Subrl: R 5�6.a15hwk: _d43 Sh«I Num6a: Il WrWAqVbVb'�An b b b b b b b b b b D b b 6130 6765 1110 6735 11750 11743 11740 67M 67.0 6715 6797 6715 6771 PnM Dols: 3/31/16 ems, ria.." 3289 mesa As Constructed Town of Eagle to Horn Ranch Segment Pro'ed No./Code �. �. comma d. �SGM 9 lm Made i— Dd.: - Gypsam, CO Na R,,.y;a,,, Horn Ranch Section P&P Sb. 127+75.7 35+75 w.: - 81637 A—d Fila Name: a„ I [] 116 W d spn SMc $YIN 700 Ra,6ad: Engimr: DCS Shutlua Shvdua 1 Cha: Autocad Va. 7016 Scda: N Shown W.M. Englhh [] TX!28h 3b: Glawood SPnng�, CO 81601 Drown AMC Nunbwa SGMP,. No.: 2015503,000 Ouali c—J, X% Q om+-E�2�TM 97x3283523 970.965.1004 www.igmiric.can Vim: Shed Subrl: R 5�6.a15hwk: _d43 Sh«I Num6a: Il Graphic Scale F 0 30 w 120 itl In Fast: l"=60' - "" ° .� R d -Me main Roch Filing 4 '. R- N. 310755 School District O". ^ ,. Rec No. 200701445 k \ ` a E , .... PM T.C.E T.C.E PE .... .... ... ._ c E e5 CU ST& %-- %—�-E%15tiNG FENCE �_36` GMP STA 143+0/.77 0/S STA140+31.tI 0/5 0.00' - vw S7A vx+uu PW ELEtt67426B K-96675 50000` w H.P.SM. 139+24.40 w L.P.STA/4J+01.99 L.P.ELEY.6732.94 6770 ',. itl •f 6]65 6760 ^ b 6733 a 6760 0.791t_ F/NIS'NE0 6713 -- 6710G E(FG) 6775 EXLSRNG CULVERT �.{ 6770 GRADE(EG) STA140+19.07J ELLV.6737.55 _ — — — — - CULVERT 6723 STLEV.57 2.Ie 720 SCALE NORZJ`=B0' ELEV67J0.44 5715 ✓ENI: 1'=30' �8 W A n ! ♦ b � � b Y. � Z � K n � � Pi n ^ n ^ n � � � b '1 � "f n R b '3 � ^f � � n b 13'5+73/J6+00 IJ6130 157+00 137+30 136+010 ?M+30 1,19+00 IJV+30 II w 100+30 111+00 x11+50 142+00 142+30 /13407 143130 ,te. Flb leform9non Sheer Revisions 3289 Coale Mew Y Gyp,..,Co SG M As Constructed Town of E le to Hom Ranch $ ment Pro'ec Na Raieiae: Horn Ranch Seefion P&P Sm. 135+75.143+75- Rw. Oob CwnmenM Inil. o naJm(h 81637 Tebpholw: 119 Wal SiMh 5lreeh 5uaa 100 Glenwood Springs, CO 81601 Engimr. DCS 54utlum Slrutlua 1 Cie: _ 7cds: Aa Shorn Unite: Englid C] 5503.000 dual' WNrd: FIX [] fAIIECIX.tnY 970.3283523 970.945.1006 www.grriric.cdn UarmNumbers - VoW: - SheM SubM: Subed Shah: -d45 S11eb w' 6770 6765 6760 6755 6750 6745 6710 5773 570 6723 6720 6715 6110 �.{ '8 "5i �8 A n ! ♦ b � � b Y. � Z � K n � � Pi n ^ n ^ n � � � b '1 � "f n R b '3 � ^f � � n 6770 6765 6760 6755 6750 6745 6710 5773 570 6723 6720 6715 6110 FrG. L 4 6720 . ................. . 8710 —20 —10 0 10 20 97+00.00 U.11-0'11--20' %6 3 L o 2 ----..... 6710 1J -20 -10 O 10 20 101 +00.00 H 1--20• "•=?0 F. G 3 L o R 6770 6710 —20 _f0 O 10 20 105+00.00 FINISHED GRADE EXIS77NG GRADE FrG. z 4 6720___—"�—__ 67/0 —20-10 0 10 20 98+00.00 H,--ao.,1--20' L 6720 . .............. ..... 6710 _20 -10 0 10 20 102+00.00 f'. G. o 2 6730 ..... ..... .. .. ... 6720 6710 —20 —10 0 10 20 106+00.00 F. G. 6720. .. - . 6710 —20 —/0 0 l0 20 99+00.00 H.1:ze Nf �C 3 IC o 2 6720 6710 -20 -10 0 to 20 103+00.00 -,-_10- N1 =10' F. G. 3 O h 6730. ... _. ... 6720 6710 -20 -10 0 10 20 107+00.00 H.l 70 NI =20' F. G. 6720.--- 6710 —20 —10 010 20 100+00.00., 00+00.00H1 -20 V.1 -20' F.G. 6730. ... .. ... ... 6770 6710 -20 -10 0 l0 20 104+00.00 H:1 =20 N1-=70 F. G. 30 R 6730. ... ... ... 6770: --- — 6710 —20 —10 0 to 20 108+00.00 1."'-2W1"-20' wm urer rare mrammnen ]heel Kevislons 289 Corley As Constructed Town of Eagle to Horn Ranch Segment Project No. PH. DMe: 3/31/16 1Gv. 13Me Iv Incl lM MedRl�abn oa.: wVwV>oaa Q Gypsum, Cb SSG M No R«i.ian: Cross Sections (9) 81637 D� , nle Nara: GnSedau 118 WM Sieh Stmt, Suila 100 Reenact: En finer OCS $INMVA - Gude: _ AMocd Vw. 1016 Scde: N Sho«n Unin: En nh Telephone: Glenwood SPringv, C0 81601 - ��,n ; AMC Num - W.;.�Tr 97032&3523 970.945.1006 wC0.8 1-- Ved: shva Num6r. 7e SGM Pm No.: 1015503.000 Audi Co ,d: M 0 Sheet Su Sub: Sh—: 1 d 30 F. G. 6720: 6710 _20 -10 0 10 20 109+00.00 F. G. 3 e 6710 8720 7:7, 6710 - t, ^.7 . 6710 _20 _10 0 /0 20 11.3+00.00 6730 6720 _20 _10 0 10 20 117+00.00 ,11-20• V'11-20' F/NISN£D GRADE — — — EXISDNG GRADE F. G. o 2 6710 ... ....... 6720 _. . . .� y 6710 _20 -10 0 to 20 110+00.00 M1=20'r,•=20' F G 3' o rc 6730 . ... ... . . . . . ... . 6720 _20 -10 0 f0 20 114+00.00 M11-20• W-20, e B7J0 ....... .. f 6720 -20 -10 0 10 JJJ 20 118+00.00 1=20' Nl =20 FG. Z o 0 6730 ...... 6720 6710 _2V _10 0 10 20 111 +00.00 H:, =zo =20• L 3 0 6710 . ................. ... 6720 _20 -10 0 l0 20 115+00.00 -,"-20'V. •-20' F. G. 3 6710 6720 —20 —10 0 10 20 1 19+00.00 ,r,•=20• v l -20' ji' 3 L o 2 67J0 . ... ... . . .. 6720: 6710 —20 _10 0 10 20 112+00.00 N:l =20 N, -20' F/. G. 3 L � 67JO. .................. a ... 6720 _20 —f0 0 10 20 116+00.00 F.G. 6740 . 6730 - — — 6720 _20 —10 0 10 20 120+00.00 5o9n Ra+,:loo: 289 coo Mesa As Con5tmcied Town of Ea le to Hom Ranch S menl Projed No./Code Print DMe: 3/31/16 Rv.. Dda C«nmenh Ind. �' 9 Gypsum, CO w Rw•blan: Cross Sections 10 i®n Medd�ien oeb: >oVwVlooac CTS 81637 SGM I , Crowing Fl. Name: CruSeMlae C= 11B Wen 5'vdh PIN 200 , Ergirw: 005 $hYdYm A—d V— 2016 5wle: M A— Unib: En li.h 0 T�P�OR Glenwead Spri-S—C.'5, B16p1 p�.e B : AMC N—b— — 1ti�cuwvr 9703283523 970.945.100! ..egmm— V6d. y 5hr NumLr 79 5GM Pro' Na.: 1015503.000 Owl Control: %% [] Shed Sulcal: Raadwq 5dae15haw: 1 d 30 6740 . . . . . 6; _20 —100 10 20 121+00.00 1, =10' 1, -10' F 6740. ..... .............. . 67M _20 _10 0 10 TO 125+00.00 H,1--20' 11-20' F. G. 6710 67.V _ 10 0 !0 ?D 129+00.00 F7Nislim GRADE EX/S71NG GRADE F. G. 67J0 _� _10 0 10 20 122+00.00 HI"=10' NI'=10' F. G. 6740 .T . . ... 67M —20 —10 0 10 20 126+00.00 H,--2o-,,--2o, 130+00.00 11.2.• 1'1.20• F. G. 6740. ... . ... . 67J0 —p _f0 O 10 1D 123+00.00 -,--2o-,,--2o, F. G. F 6710. ...... ..... 67M _20 _10 0 to 20 127+00.00 11-_10.-wo- 0 6750 . ................ �..... 6740 _20 _to 0 10 20 131+00.00 HI-=1o'NI=10 F. G. 6740. ... _. 67J0 —20 —10 0 10 20 124+00.00 H.9 =10' V.'1'=10' F.G. 6740 67JO —20 —10 0 10 20 128+00.00 F. G. 6750. ..... ... —20 —to 0 to ?O 132+00.00 11'=20' 11'=30' s.om urev nK mrwmonon meet RevWm 2e9 Coda, M_ As Constructed Town of Eagle to Horn Ranch Segment Project No./Code PnM 3/31/16 Par. Comments Int. Modli�iw Gypsum, CO 5SGM Na R Wu Cross Sections (11) Dmvhg File Nwro: pa„c,av,,, Q 81637 11 ..w Sidh S�, co,ulwl Rid. _ En i— ocS s, AMocod Vw. 1016 5cde; Ae Shown Unit: E ivh Q Teleplwlre' Glenwood Springs, CO 81601 DI . By: AMC Number SGM Pr i No.: 1015503.000 awl CaOrd: %X [] ".. 9703283$23 9]0.905.1000 www.egminc.can Vdd: - SFw/Subvl: Roadway I5d.a 6heM.: 1430 Shw Numb: 80 6750- 7506740 6740 _20 —10 0 10 20 130+00.00 11.2.• 1'1.20• F. G. 6740. ... . ... . 67J0 —p _f0 O 10 1D 123+00.00 -,--2o-,,--2o, F. G. F 6710. ...... ..... 67M _20 _10 0 to 20 127+00.00 11-_10.-wo- 0 6750 . ................ �..... 6740 _20 _to 0 10 20 131+00.00 HI-=1o'NI=10 F. G. 6740. ... _. 67J0 —20 —10 0 10 20 124+00.00 H.9 =10' V.'1'=10' F.G. 6740 67JO —20 —10 0 10 20 128+00.00 F. G. 6750. ..... ... —20 —to 0 to ?O 132+00.00 11'=20' 11'=30' s.om urev nK mrwmonon meet RevWm 2e9 Coda, M_ As Constructed Town of Eagle to Horn Ranch Segment Project No./Code PnM 3/31/16 Par. Comments Int. Modli�iw Gypsum, CO 5SGM Na R Wu Cross Sections (11) Dmvhg File Nwro: pa„c,av,,, Q 81637 11 ..w Sidh S�, co,ulwl Rid. _ En i— ocS s, AMocod Vw. 1016 5cde; Ae Shown Unit: E ivh Q Teleplwlre' Glenwood Springs, CO 81601 DI . By: AMC Number SGM Pr i No.: 1015503.000 awl CaOrd: %X [] ".. 9703283$23 9]0.905.1000 www.egminc.can Vdd: - SFw/Subvl: Roadway I5d.a 6heM.: 1430 Shw Numb: 80 F.G. F 6730 . .......... 6710_20 _ 10 0 10 10 133+00.00 H:1-20• w1-20' FG 3 PC O 6750. ... . . _i�� : — J 6740 _20 —10 0 10 20 137+00.00 H.'l"-20' NI'=20• F.G. 6750 .. . . . .. 6740: 67JO _20 —10 O 10 ZO 141+00.00 H,--2o,w,-20' FINISHED GRADE EXISTING GRADE F. G. F 6730 . .......... . 6740 _10 O 10 20 134-1-00.00 L 3 O 2 6750. ...... ................ 6740—J8+ p —10 O 10 20 1 ✓CJ +00.00 H:l"=20' Yl =20• F.C. 6740. ... . . ... . 67,30 _p —10 0 10 ?D 142+00.00 My' -20"11-20' F.G. 6730 . ............ ..... 6740 _10 O 10 20 135-1-00.00 H, --• w, -- 3 O 2 6750. ... . . . 6740 _20 _10 0 10 20 139+00.00 H,•=2p•wl-p F. G. 6740. .......... I........... . 67,30 _20 —10 O !O 20 143+00.00 , =20 w,•=2o• F. G. 6730 . .............. ..... 6740 _20 _10 0 10 20 136*00.00 H.'1-20• w1-20' L 6750 6740 !O 20 140+00. 00 H',�20• wl-m- F. G. 6740. ... .... .. ... . ... 6750 YO —10 O to 20 144+00.00 M'J-2p' wJ-2o• I Pr�n� om>: 313 Vm " "1e 1"� a« oa. rt c ons "� 2qq Codas As Constructed Town of Eagle to Horn Ranch Segment Project No. /Code R last Med�ti�im D- VIWxiooc Q Gypsum, CO �SGM N R-6 ": Cross Sectiom(12) 81637 V Drawing Fila Nome: Crm3eeXae C� '�'�l''' 11B WeN Sigh Slrw, Suite 200 R«ice; Engirev: DCS Slrutlure - Gam: _ Q A—d Ver. 2016 Smle: As Shown Ung: E ish C� Teiephalle: Glenwood Span"Co. 1601 Drawm gY. AMC Number - ' 97032&3523 9M.945.1W www..gn.mc— vdd: shw lJumber: et SGM Pro' No.: 4015503.000 and CaMml: 70( [] Slays Sub. Roadway Subw Shaws: 1 d 30 Graphic Scale 0 50 100 2004 In Feet: 1 " = 100' N_ Q 0 0 0 WB 1-70 F- s i m L = 2� X DU Lu --- _. - - X_X---X—� _1-70 WILDLIFE F X FENCE ES 1-70 0 - Pt X ----- _ _. -- - _._ 0 Lu x BLM ROAD RIGHT OF �� WAY GRANT TO X _-- r d I RED MOUNTAIN \ EAGLE COUNTY BLM LAND EAGLE COUNTY SCHOOL DISTRICT RANCH PROPERTY PL -- SCHOOLS PROPERTY - ----------- - - - _ - - ---------- PROPOSED SCHOOL PROPOSED SCHOOL a s PARCEL. ACC SS ROAD.. - PARCEL ACCESS ROAD + , - PL 0 WOAD R.n '3F" yy X 0 U a EXISTING FENCE\ TRAIL EASEM ENT>` Union Pocifi Railroad - — - — — - — - — - — - — - _ — - - - - — - - — - — - — - — 0 o — - U — RAILROAD R.O.W. EAGLE VALLEY TRAIL.o RIGHT OF WAY GRANT (TYP.) O '- - - - -- - __::--- TO EAGLE COUNTY _.- - _ _ _ - -- - _ w O a w s SH -68 0 N gm oVU r� -leo• 6730 b!yb!yyy b ✓ul� C>' CDOT ROW GRANT TO EAGLE �@ pv " � / EX. CDOT / r— EX. CDOT COUNTY SCHOOL DISTRICT v@ ROW FENCE:. 0 50 100 ROW FENCE E.O.P. 1-70. _ - . -_ .. _ _ _ - --- - RELOCATED EX. 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