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Home My WebLink AboutC15-155 Crawford Properties, LLC Public Use EasementPUBLIC USE EASEMENT AND MAINTENANCE AGREEMENT CONCERNING THE EL JEBEL ROAD SIDEWALK 00 THIS PUBLIC USE EASEMENT AND SIDEWALK MAINTENANCE AGREEMENT tig" N o ("Agreement") made and entered into this 31 day of �2015, by and between Eagle No o County, State of Colorado by and through its Board of County Commissioners ("County") and o Crawford Properties, LLC a Colorado limited liability company ("Crawford"). Collectively these entities are referred to as the "Parties," and individually as defined above or as a "Party." O RECITALS c CO o C:) WHEREAS, Crawford is the owner of property located in the southeast quarter of Section 34. v O cD o Township 7 South, Range 87 West of the Sixth Principal Meridian, County of Eagle, State of CU .__ Colorado, that is adjacent to El Jebel Road and JW Drive as shown in the attached Exhibit A and 51110 J W w o- w o having the following Eagle County parcel numbers: 239134410002 (Eagle County Schedule Number: 8065.230); 239134400019 (Eagle County Schedule Number: R030436); 239134317001 (Eagle County Schedule Number: R063085); 239134400019 (Eagle County Schedule Number: R030436); and 246503100004 (Eagle County Schedule Number: R026841) ("Subject Property"); and WHEREAS, Crawford was awarded a Capital Improvements Projects Fund from Eagle County for construction of the El Jebel Sidewalks and the Parties entered into a Capital Improvements Project Funding Agreement for El Jebel Road Sidewalks dated August 5, 2011 ("CIP Agreement"); and WHEREAS, in accordance with the CIP Agreement, Crawford constructed an asphalt public sidewalk /bicycle and pedestrian path through the Subject Property from Shadowrock Drive on the south, to Clark Drive on the north in the locations depicted in the attached Exhibit B ("Sidewalk Improvements "), providing a benefit to Crawford and the County as a whole; and WHEREAS, paragraph 1.3.5 of the CIP Agreement provides that Crawford shall enter into a Public Use and Sidewalk Maintenance Easement Agreement for the perpetual continued use of certain sidewalks by the public and the maintenance thereof, and WHEREAS, Crawford is willing to grant to County a perpetual, non-exclusive easement for use and enjoyment of the public and is willing to assume maintenance obligations all as set forth herein. AGREEMENT 1. Easement Grant. Crawford hereby grants to County a perpetual, irrevocable and non- exclusive easement for use by the public across the Subject Property at the locations PUBLIC USE EASEMENT AND MAINTENANCE AGREEMENT CONCERNING THE EL JEBEL ROAD SIDEWALK ),r-.Apl iry THIS PUBLIC USE EASEMENT AND SID WALK MAIN ENANCE AGREEMENT ("Agreement") made and entered into this ,-" day of , 2015, by and between Eagle County, State of Colorado by and through its Board of County Commissioners ("County") and Crawford Properties, LLC a Colorado limited liability company ("Crawford"). Collectively these entities are referred to as the "Parties," and individually as defined above or as a "Party." RECITALS WHEREAS, Crawford is the owner of property located in the southeast quarter of Section 34, Township 7 South, Range 87 West of the Sixth Principal Meridian, County of Eagle, State of Colorado, that is adjacent to El Jebel Road and JW Drive, as shown in the attached Exhibit A and having the following Eagle County parcel numbers: 239134410002 (Eagle County Schedule Number: R065230); 239134400019 (Eagle County Schedule Number: R030436); 239134317001 (Eagle County Schedule Number: R063085); 239134400019 (Eagle County Schedule Number: R030436); and 246503100004 (Eagle County Schedule Number: R026841) ("Subject Property"); and WHEREAS, Crawford was awarded a Capital Improvements Projects Fund from Eagle County for construction of the El Jebel Sidewalks and the Parties entered into a Capital Improvements Project Funding Agreement for El Jebel Road Sidewalks dated August 5, 2011 ("CIP Agreement"); and WHEREAS, in accordance with the CIP Agreement, Crawford constructed an asphalt public sidewalk /bicycle and pedestrian path through the Subject Property from Shadowrock Drive on the south, to Clark Drive on the north in the locations depicted in the attached Exhibit B ("Sidewalk Improvements "), providing a benefit to Crawford and the County as a whole; and WHEREAS, paragraph 1.3.5 of the CIP Agreement provides that Crawford shall enter into a Public Use and Sidewalk Maintenance Easement Agreement for the perpetual continued use of certain sidewalks by the public and the maintenance thereof; and WHEREAS, Crawford is willing to grant to County a perpetual, non-exclusive easement for use and enjoyment of the public and is willing to assume maintenance obligations all as set forth herein. AGREEMENT Easement Grant. Crawford hereby grants to County a perpetual, irrevocable and non- exclusive easement for use by the public across the Subject Property at the locations identified as Trail Easement `A', Trail Easement `B' and Trail Easement `C' and with the corresponding legal descriptions set forth in the attached Exhibit B, which is incorporated herein by this reference (the "Easement Area"). The Easement Area and Sidewalk Improvements may be used by the public as a sidewalk for such non -motorized uses to include but not limited to, pedestrian and bicycle use. Motorized vehicles shall not be permitted on the Sidewalk improvements, except for sidewalk maintenance, repair and emergency purposes or as may be required by law. 2. Crawford Rights. Crawford hereby reserves the right to authorize utility easements along, across, under and through the Easement Area and to install landscaping and entry features subject to this Agreement so long as any such work does not unreasonably interfere with the public's access to the Easement area. All such utility easements shall be subject to this Agreement. Crawford may operate motorized maintenance equipment on the Sidewalk Improvements for maintenance purposes such as snow removal. Except as otherwise provided herein, Crawford shall have the rights accorded to the general public to use the Improvements and Easement Area. 3. Crawford Maintenance Responsibility. Crawford will, at its sole cost and expense, provide all maintenance of the Sidewalk Improvements and Easement Area, including but not limited to, snowplowing, sweeping, repairs to ensure that the Sidewalk Improvements can be accessed by the public at all reasonable times and as necessary to maintain and repair any damage to the Sidewalk Improvements and Easement Area in a safe and serviceable condition. 4. County Responsibility. County shall be solely responsible for ownership and maintenance of the crosswalks and signs within the County's right of way. Except as expressly provided herein, Eagle County shall have no maintenance obligation related to the Sidewalk Improvements or Easement Area, financial or otherwise. 5. Governmental Immunity. County shall have all of the protections available to it under Colorado law and does not waive or intend to waive the limitations on liability which are provided to it under the Colorado Governmental Immunity Act, C.R.S. 24-10-101 et. seq. 6. Liabilities and Indemnification. Crawford assumes all liabilities associated with the maintenance of the Sidewalk Improvements and the Easement Area. Accordingly, Crawford agrees to release, indemnify and hold harmless County, and its officers, agents and employees, against any and all claims or causes of action of any kind arising out of damage to real or personal property, or injury and/or death to persons, including the property, agents or employees of either party, resulting in any way from the operations and duties undertaken by Crawford in connection with the maintenance of the Sidewalk Improvements and Easement Area. Crawford shall further indemnify and hold harmless County and its officers, agents, and employees from any and all claims, damages, suits, costs, expenses, liabilities, actions or proceedings of any kind or nature whatsoever, including workers' compensation claims, of or by any person, in any way resulting form or arising out of, either directly or indirectly, the duties undertaken by Crawford in connection with this Agreement. 7. Remedies. The rights and obligations set forth in this Agreement may be enforced for specific performance, injunctive or other appropriate relief, including damages, as may be available according to the laws and statutes of the State of Colorado. It is specifically understood that by executing this Agreement both parties commit themselves to the terms and conditions contained herein. In the event than an action is brought to enforce this Agreement, the prevailing party shall be receive its fees and costs, including reasonable attorney fees. 8. Recording and Covenant Running with the Land. This Agreement shall be recorded in the records of the Office of the Eagle County Clerk and Recorder and shall constitute a covenant running with the Subject Property, as a burden thereon, for the benefit and shall be specifically enforceable by Eagle County against Crawford, its successors and assigns. 9. Interpretation. It is the intention of the parties that all questions with respect to the construction and interpretation of this Agreement and all rights and liabilities of the parties hereunder shall be determined in accordance with the laws of the State of Colorado. 10. Notices. All notices or other communications made pursuant hereto shall be in writing and shall be deemed properly delivered, given or serviced (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, (iii) when delivered by Fed Ex or other comparable courier service, charges prepaid, to the parties at their respective addresses listed below, or (iv) when sent via facsimile so long as the sending party can provide a facsimile machine or other 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 to of such change to the other party. EAGLE COUNTY Eagle County Engineering Department 500 Broadway P.O. Box 850 Eagle, Colorado 81631 Telephone: 970-328-3560 Facsimile: 970-328-8789 And a copy to: Eagle County Attorney 500 Broadway Post Office Box 850 Eagle, CO 81631 Telephone: 970-328-8685 Facsimile: 970-328-8699 CRAWFORD PROPERTIES, LLC Crawford Properties, LLC 60 El Jebel Road, Unit 105 Carbondale, CO 81623 Telephone: 970-963-2468 Facsimile: 970-963-0611 11. 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 be ineffective to the extent of such invalidity or prohibition without invalidating the remaining provisions of this Agreement. 12. Duration. This Agreement shall remain in effect in perpetuity unless amended or terminated by mutual agreement of the parties. 13. Authority. Each of the parties warrant that they possess the legal authority to enter into this Agreement and that they have taken all actions required by law to exercise that authority, and to lawfully authorize their undersigned signatory to execute this Agreement and to bind them to its terms. The person executing this Agreement on behalf of each party warrants that such person has full authorization to execute the same. 14. Waiver. The waiver of any breach of a term, provision or requirement of this Agreement shall not be construed or deemed a waiver of any subsequent breach of such term, provision or requirement, or any other term, provision or requirement. 15. Authority. Crawford hereby represents that it is the record owner of the Subject Property upon which the easement is granted and has the full power and authority to execute this Agreement. Further, Crawford warrants title to the easement granted herein. 16. Modification and Amendment. The parties agree that any modifications to this Agreement shall be effective only when made in writing signed by both parties and recorded with the Clerk and Recorder of Eagle County, Colorado. 17. Insurance. Crawford and County shall insure themselves separately against liability, loss and damages arising out of the use of the Easement Area. 18. Entire Agreement. The parties hereto agree that neither has made or authorized any agreement with respect to the subject matter of this instrument other than expressly set forth herein, and no oral representation, promise, or consideration different from the terms herein contained shall be binding upon either party, or its agents or employees. 19. Appropriation Limitation. Nothing herein shall be construed as the creation in the County of a multi -fiscal year direct or indirect debt or other multiple -fiscal year financial obligation. 20. No Third Party Beneficiaries. It is expressly understood and agreed that the enforcement of the terms and conditions of this Agreement and all rights of action relating to such enforcement, shall be strictly reserved to the County and the Crawfords. Nothing contained in this Agreement shall give or allow any claim or right of action whatsoever by any other third person or entity. It is the express intention of the County and the Crawfords that any such person or entity receiving services or benefits under this Agreement shall be deemed an incidental beneficiary only. 21. Successors and Assigns. This Agreement shall be binding upon and inure to the benefit of the Parties and their respective successors and assigns. // REMAINDER OF PAGE INTENTIONALLY LEFT BLANK // IN WITNESS WHEREOF, County and Crawford, intending to legally bind themselves, have set their hands on the date first written above. EAGLE COUNTY, COLORADO By and th ugh its Board of unty mmissioners lit �Y� By: Kathy Cndler-Henry, Chairman Attest:. M Teak J. Simonton, Clerk CRAWFORD PROPERTIES, LLC By: : _-'e0/ Its:�7 �,rr w ��jr�eS LLQ STATE OF C,o j p Cr, 8 v ) ) SS. COUNTY OF _ , () The foregoing was acknowledged before me by LbM 0. k6be11, this 3 day of 201S. My commission expires: 0.19 �b VERONICA N. ULLOA Notary Public NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20124075273 W COWASSION E)MS NOVEMBER 19, 2D18 Exhibit A — Subject Property 0 200 400 800 Feet y � HaYb an. t.n Parcel #: 239134410002 vSchedule: R065230 W rr Parcel #: 239134400019 Parcel #: 239134400019 Schedule: R030436 Schedule' R030436 Parcel #:239134317001 �S66edule: R063085 Parcel #: 239134400007 ". Schedule: R028396 i Parcel #: 246503100004 \�'Schedule: R026841 Legend zn aw.,re = Sidewalk Improvements SauFces .Esn�Dehorm SHE l termap inc me t P Corp., Subject Property NR C7k Esri Jaan'�MET Esn i;,a as . EdIri hadand), ToMT6. x, 15' WIDE TRAIL EASEMENT 'B' EXISTING CR S-13 ROW REC. NO. 846476 �1ARA Z, 19598 c Q't L AND Exhibit B Side' 'k Improvements - Page 1 of 7 TRAIL EASEMENT "A' i 11111111 CROSSWALK RAVEL AREA N EAST 1/4 CORNER 00 SEC. 34, GILD BRASS CAP (FOUND) a� rn, N �. 'a z o 0: w LAVA DRIVE 15' WIDE TRAIL UJ 0 0- 'n z �SO4'21'24"W m w 18.10' x N30'10'32"W �N (2,932 S.F.) 10.48' x1 0 'N1 W0 � CRAWFORD PROPERTIES, LLC PARCEL N0, 2465-031-00-004 BLUE RIDGE I ANIF POINT OF OMMENCEMENT SE CORNER SECTION 34 GLO BRASS CAP (FOUND) HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE. CRAWFORD PROPERTIES. LLC. RPK V = 40 EL JEBEL. COLORADO CHECKED BY: PROJECT Na 1517 BLAKE AVENUE, STE 10 1 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 94543676 FAX (970) 945.2555 EXHIBIT DATE: PAGE: 4-26-12 1 OF 2 TRAIL EASEMENT'A' WWW.HCF-NG.COM EAGLE COUNTY, COLORADO "LE, wfSDSKPR4Jfi2 t 1 t 60203/OWG/ i 6C)2.03.DWG N 00 a� Q � 'a z o 0: w 15' WIDE TRAIL UJ 'n _jI3 EASEMENT 'A' m w x �� (2,932 S.F.) o � 1�n o �o A =10.59'20" of R a o =175.76 �N A = 11.25'36" m z L =33.71' R = 189.67' CB=N09*56'05"E L = 37.83' C =33.66' ( CB=S09*55'28"W C = 37.76' POINT OF / BEGINNING O`\ LL 3 \N83S'S o \91 A = 19'12't 7" r�J \U W a R = 45.00' \SFJ 63 i L = 15.08' �j ui „p—, CB= N72'07'12"W \ \ C = 15.01' \ W BLUE RIDGE I ANIF POINT OF OMMENCEMENT SE CORNER SECTION 34 GLO BRASS CAP (FOUND) HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE. CRAWFORD PROPERTIES. LLC. RPK V = 40 EL JEBEL. COLORADO CHECKED BY: PROJECT Na 1517 BLAKE AVENUE, STE 10 1 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 94543676 FAX (970) 945.2555 EXHIBIT DATE: PAGE: 4-26-12 1 OF 2 TRAIL EASEMENT'A' WWW.HCF-NG.COM EAGLE COUNTY, COLORADO "LE, wfSDSKPR4Jfi2 t 1 t 60203/OWG/ i 6C)2.03.DWG Exhibit B Side- 'k Improvements - Page 2 of 7 TRAIL EASEMENT 'A' TRAIL EASEMENT 'A' A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34; THENCE N83'51'59"W A DISTANCE OF 1133.10 FEET TO THE POINT OF BEGINNING: THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 45.00 FEET AND A CENTRAL ANGLE OF 19'12'17", A DISTANCE OF 15.08 FEET (CHORD BEARS: N72'07'12"W A DISTANCE OF 15.01 FEET); THENCE ALONG A NON TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 175.76 FEET AND A CENTRAL ANGLE OF 10'59'20", A DISTANCE OF 33.71 FEET, (CHORD BEARS N09'56'05"E 33.66 FEET); THENCE NO2'09'13"E A DISTANCE OF 48.23 FEET; THENCE N10'21'45"W A DISTANCE OF 38.13 FEET; THENCE N30'10'32"W A DISTANCE OF 10.48 FEET TO A POINT ON THE EASTERLY RIGHT—OF—WAY OF EL JEBEL ROAD; THENCE ALONG SAID EASTERLY RIGHT—OF—WAY NOO'17'24"E A DISTANCE OF 75.94 FEET; THENCE LEAVING SAID EASTERLY RIGHT—OF—WAY S18'21'11"E A DISTANCE OF 65.55 FEET; THENCE SO4'21'24"W A DISTANCE OF 18.10 FEET; THENCE S10'21'45"E A DISTANCE OF 41.84 FEET; THENCE S02'09'13"W A DISTANCE OF 49.88 FEET TO A POINT ON A NON TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 189.67 FEET AND A CENTRAL ANGLE OF 11'25'36", A DISTANCE OF 37.83 FEET, (CHORD BEARS S09 -55'28"W A DISTANCE OF 37.76 FEET) TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 2,932 SQUARE FEET OR 0.067 ACRES, MORE OR LESS. Z; 19598 Ati Nti HIGH COUNTRY ENGINEERING, INC. CRAWFORD PROPERTIES, LLC. DRAWN BY: RPK SCALE: I" = ¢0' EL JEBEL, COLORADO CHECKED BY: PROJECT NO: 1517 BLAKE AVENUE, STE 101 FWH 2111602-03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 9458676 FAX (970) 945-2555 EXHIBIT DATE: 4-26-12 PAGE: 2 OF 2 ir TRAIL EASEMENT'A' WWW.HCENG.COM EAGLE COUNTY, COLORADO FILE: J:/SDSKPROJ/21 1 1602-03/DWG/ 1602.03.DWG Exhibit B Side' 'k Improvements - Page 3 of 7 TRAIL EASEMENT "B' Ll-' --- —\� 1 PARCEL NO. 2391-343-17-001 co ao � Ia M.#)" i I ■o un m11MATCHLINE A =15'47'41" 0 0 z voi =16'25'02" R =160.50' EASEMENT 'B' 7=SO9'25'26"E =175.50' (16,161 S.F.) L =44.25' =50.29' A =14'05'54" C6= N09'OS'10"W SEC. 34, CLO BRASS R =257.50' L = 63.36' C =44.11' 0 CB= N06'59'57"E 0 =50.11' C = 63.20' % f R =272.50' N N CB=SO6'59'57"W IC N CP nl N = w sr � 3 Q 3 , N O N O , f m EXISTING CR S-13 ROW REC. NO. 846476 CRAWFORD PROPERTIES, LLC N PARCEL NO. 2391-343-17-001 co ao 3 w Q 0 o d CRAWFORD PROPERTIES, LLC 0 o O PARCEL NO. 2391-344-00-019 0 0 z voi 15' WIDE TRAIL EASEMENT 'B' (16,161 S.F.) EAST 1/4 CORNER A =14'05'54" SEC. 34, CLO BRASS R =257.50' CAP (FOUND) L = 63.36' CB= N06'59'57"E f A =14'05'54" C = 63.20' % f R =272.50' 1 L =67.05' CB=SO6'59'57"W IC =66.88' = w sr � 3 Q 3 , a GRq yEt --- J A=15'03'23" r ` w Q OD R =275.50' a A = 64'49'38" w `l' L =72.40' W R = 34.50' C) � N CB= N06'31'12"E A =15'03'23" L = 39.03' _ C =72.19 + R =260.50' CB= N55'47'53"W N'� 0 L=68.46' i C= 36.99' �a o Sz CB -S06'31'12" r••,•i1 W C = 68.26' A = 22'22'35" R = 52.50' N N L = 20.50' o 0 CB= S12'11'47"E co C = 20.37' CRAWFORD PROPERTIES, LLC 3 W PARCEL NO. 2391-344-00-007 o a A = 64'49'38" z p (' R = 19.50' L = 22.06' A = 22'22'35" CB= S55'47'53"E R = 67.50' C = 20.91' L = 26.36' 0 B CB=N12*11'47"W C = 26.19' 'aY1AFlR/�, sa u 588'12'42"E POINT OF COMMENCEMENT C'�•;rC3 "' 6.30' `'a. ap ¢, ( SE CORNER a SECTION 34 19698 60� 500'17'24"W GLO BRASS ZGILLESPIE 15,01' CAP (FOUN D) A\ III 'III' _ i1 z�Ii . a� -� DRIVE — — � N'15'S3_'W 74 - 1257.08'(TIE) F LAW N88'12'42"W 6.70 ' BEG NNI HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE: 1 ^ 50' CRAWFORD PROPERTIES, LLC. RPK - EL JEBEL. COLORADO CHECKED 6P PROJECT NO: 1917 BLAKE AVENUE, STE 10 1 MI& FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 9498676 FAX (970) 945.2999 EXHIBIT DATE: PAGE: 4-2& 12I OF 3 TRAIL EASEMENT'S' J: /SOSKPROJ/ 2 1 1 1 602-03/DWG/ 1602.03. DWG WWW.HCENG.COM EAGLE COUNTY, COLORADO Exhibit B Side- 'k Improvements - Page 4 of 7 TRAIL EASEMENT'& J.W. DRIVE (85' R.O.W.) S87'01'1 4'E I � ----�- — 15.07 DILAPIDATED 5- �3 A =06' 45'34" L =74.75' PAVED TRAIL R =260,50' '51"W i C =74.42 L =30.73' W CB= N00'44'44"E W �N{=I C =30.71' pau-Ni J (p 0 pfr i.n K CO 1N A =10'50'49" f R =164.50' ' L =31.14' I CB= NO3*04' 55"E C =31.10' j c6� I00 15' WIDE TRAIL ,I EASEMENT 'B' 31 (16,161 S.F.) 0) IN O N NI I 0 Z 1- A =17'30'32" } R = 80.50' l L =24.60' CB=N06'24'47"E 1 �� C =24.50' Ij ho CRAWFORD PROPERTIES, LLC PARCEL NO. 2391-344-00-019 pJ Q z A =15'48'29" f R =135.50' L =37.39' C8=N07*15'48"E C =37.27' A =18'44'35" R =213.50' 1 L=69.84' I CB=N08'43'51 "E C=69.53' w / N52'13'36"E 5.56' N52'13'36"Eat 15.00' C�ip�ys �AFIR�N �'� ,«c 19598 L TAt LAIRZ��P SHED S37'46'24'E 10.00' % N37'46'24"WJ 32.39'. a --1--='27.5.50 '2 .5.50 275.50 L =31,61' CB=S00'57 C =31.59' A =10'50'49" R =149.50' L =28.30' CB=S03'04'5 C =28-26' MO W A =17'30'32" R =95.50' L =29.18' CB= S06'24'47"W C = 29.07' 3 0 0 to A =15' 8'29" R =12 .50' L =33. 5' CB=SO '15'48"W C =3314 A =18'44' 5- R =228.5 ' L =74.75' CB=SO8'4 '51"W i C =74.42 W W W I A =49'51'47" i R =42.50' 1 ..1 L =36.99' W CB=506'49'45"E C =35.83' Z Sb, CONCRETE. OVER CMP OuCouT x ----fir Ir 117. vrl EXISTING CR S-13 ROW REC. NO 846476 ® — MATCHLINE HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE: CRAWFORD PROPERTIES, LLC. RPF( I" = SO EL JEBEL. COLORADO CHECKED BY: PROJECT NO: 1517 BLAKE AVENUE, STE 101 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 945.8676 FAX (970) 945-2555 EXHIBIT DATE: PAGE: 42612 20F3 ir I I TRAIL EASEMENT'W WWW.HCENG.COM EAGLE COUNTY, COLORADO FILE J:/SDSKPROJ/21 1 160203/ OWG/ 1602.03.GWG Exhibit B Sidev 'k Improvements - Page 5 of 7 TRAIL EASEMENT i& TRAIL EASEMENT 'B' A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS.- COMMENCING OLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34; THENCE N74'15'53"W A DISTANCE OF 1257.08 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF EL JEBEL ROAD, THE POINT OF BEGINNING: THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY N88'12'42"W A DISTANCE OF 6.70 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 34.50 FEET AND A CENTRAL ANGLE OF 64'49'38"; A DISTANCE OF 39.03 FEET (CHORD BEARS N55'47'53"W A DISTANCE OF 36.99 FEET); THENCE N23'23'04"W A DISTANCE OF 20.22 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 67.50 FEET AND A CENTRAL ANGLE OF 22'22'35"; A DISTANCE OF 26.36 FEET (CHORD BEARS N12'11'47"W A DISTANCE OF 26.19 FEET); THENCE N01'00'29"W A DISTANCE OF 80.24 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 275.50 FEET AND A CENTRAL ANGLE OF 15'03'23"; A DISTANCE OF 72.40 FEET (CHORD BEARS N06'31'13"E A DISTANCE OF 72.19 FEET); THENCE N14'02'54"E A DISTANCE OF 43.84 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 257.50 FEET AND A CENTRAL ANGLE OF 14'05'54"; A DISTANCE OF 6336 FEET (CHORD BEARS N06'59'57"E A DISTANCE OF 63.20 FEET); THENCE N00'03'01"W A DISTANCE OF 81.41 FEET; THENCE NO2'25'20"W A DISTANCE OF 91.51 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 160.50 FEET, AND A CENTRAL ANGLE OF 15'47'41", A DISTANCE OF 44.25 FEET, (CHORD BEARS N09'05'10"W A DISTANCE OF 44.11 FEET); THENCE N31'45'38"W A DISTANCE OF 56.13 FEET; THENCE N37'46'24"W A DISTANCE OF 32.39 FEET; THENCE N52'13'36"E A DISTANCE OF 15.00 FEET; THENCE S37'46'24"E A DISTANCE OF 10.00 FEET; THENCE N52'13'36"E A DISTANCE OF 5.56 FEET; THENCE N18'06'09"E A DISTANCE OF 34.08 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 213.50 FEET AND A CENTRAL ANGLE OF 18'44'35"; A DISTANCE OF 69.84 FEET (CHORD BEARS N08'43'52"E A DISTANCE OF 69.53 FEET); THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 135.50 FEET AND A CENTRAL ANGLE OF 15'48'29", A DISTANCE OF 37.39 FEET (CHORD BEARS N07'15'48'E A DISTANCE OF 37.27 FEET); THENCE N15'10'03"E A DISTANCE OF 55.02 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 80.50 FEET AND A CENTRAL ANGLE OF 17'30'32", A DISTANCE OF 24.60 FEET (CHORD BEARS N06'24'47"E A DISTANCE OF 24.50 FEET); THENCE NO2'20'29"W A DISTANCE OF 78.33 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 164.50 FEET AND A CENTRAL ANGLE OF 10'50'49", A DISTANCE OF 31.14 FEET (CHORD BEARS NO3'04'56"E A DISTANCE OF 31.10 FEET); THENCE N08'30'20"E A DISTANCE OF 46.92 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 260.50 FEET AND A CENTRAL ANGLE OF 06'45'34", A DISTANCE OF 30.73 FEET, (CHORD BEARS N00'44'43"E A DISTANCE OF 30.71 FEET) TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF J.W. DRIVE; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY 587'01'14"E A DISTANCE OF 15.07 FEET; THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY ALONG A NON -TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 275.50 FEET, AND A CENTRAL ANGLE OF 06'34'25", A DISTANCE OF 31.61 FEET, (CHORD BEARS SOO'57'33"W A DISTANCE OF 31.59 FEET) ; THENCE S08 -30'20"W A DISTANCE OF 47.48 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 149.50 FEET AND A CENTRAL ANGLE OF 10'50'49", A DISTANCE OF 28.30 FEET (CHORD BEARS S03'04'55"W A DISTANCE OF 28.26 FEET); THENCE S02'20'29"E A DISTANCE OF 78.33 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 95.50 FEET AND A CENTRAL ANGLE OF 17'30'32", A DISTANCE OF 29.18 FEET (CHORD BEARS S06'24'47"W A DISTANCE OF 29.07 FEET); THENCE 515'10'03"W A DISTANCE OF 55.02 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 120.50 FEET AND A CENTRAL ANGLE OF 15'48'29", A DISTANCE OF 33.25 FEET (CHORD BEARS S07'15'48"W A DISTANCE OF 33.14 FEET) THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 228.50 FEET AND A CENTRAL ANGLE OF 18'44'35", A DISTANCE OF 74.75 FEET (CHORD BEARS 508'43'51"W A DISTANCE OF 74.42 FEET); THENCE S18'06'09"W A DISTANCE OF 31.02 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 42.50 FEET AND A CENTRAL ANGLE OF 49'51'47", A DISTANCE OF 36.99 FEET (CHORD BEARS S06'49'44"E A DISTANCE OF 35.83 FEET); THENCE S31'45'38"E A DISTANCE OF 40.46 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 175.50 FEET, AND A CENTRAL ANGLE OF 16'25'02", A DISTANCE OF 50.29 FEET (CHORD BEARS S09'25'26"E A DISTANCE OF 50.11 FEET); THENCE S02'25'20"E A DISTANCE OF 91.58 FEET; THENCE S00'03'01"E A DISTANCE OF 81.72 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 272.50 FEET AND A CENTRAL ANGLE OF 14'0554", A DISTANCE OF 67.05 FEET (CHORD BEARS S06'59'56"W A DISTANCE OF 66.88 FEET); THENCE S14'02'54"W A DISTANCE OF 43.84 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 260.50 FEET AND A CENTRAL ANGLE OF 15'03'23", A DISTANCE OF 68.46 FEET (CHORD BEARS S06'31'12"W A DISTANCE OF 68.26 FEET); THENCE S01'00'29"E A DISTANCE OF 80.24 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 52.50 FEET AND A CENTRAL ANGLE OF 22'22'35", A DISTANCE OF 20.50 FEET (CHORD BEARS S12 -11'46"E A DISTANCE OF 20.37 FEET); THENCE 523'23'04"E A DISTANCE OF 20.22 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 19.50 FEET AND A CENTRAL ANGLE OF 64'49'38", A DISTANCE OF 22.06 FEET (CHORD BEARS S55'47'53"E A DISTANCE OF 20.91 FEET); THENCE S88'12'42"E A DISTANCE OF 6.30 FEET; THENCE S00.17'24"W A DISTANCE OF 15.01 FEET TO THE POINT OF BEGINNING SAID PARCEL OF LAND CONTAINING 16,161 SQUARE FEET OR 0.371 ACRES, MORE OR LESS. 19598 AL HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE: CRAWFORD PROPERTIES. LLC. RPK 1" = 40' • EL JEBEL. COLORADO CHECKED BY: PROJECT NO: 1517 BLAKE AVENUE, STE 101 FWH 2111602.03 GLENWOOD SPRINGS, CO B 1601 PHONE (970) 9455676 FAX (970) 941x;2555 EXHIBIT DATE: PAGE: 4-26-12 3 OF 3 ir TRAIL EASEMENT'B' WWW.HCENG.COM EAGLE COUNTY, COLORADO FILE: J:/SDSKPROJ/21 1 1602-03/DWG/ 1602.03.DWG Exhibit B Side- Improvements - Page 6 of 7 TRAIL EASEMENT'C' A =16'03'22" R =96.64' L =27.08' CB=N59'31'31"E C =26.99' ' A =4736'52"9.71' �\ R = 39.77' L =33.00' CB= N23'59'28"E i C =32-06' w � aI 0� A =12'22'03" z+ R =177.05' j L = 38.22' CB= N09'57'54"E C =38.14' CONCRETE HEADWALL STRUCTURE �3 A =26.28'11" I R =60.11' l L =27.77' i CB= N06'46'46"E ` C =27.52' I NO3'54'48"w 39.81' i to �o I OI �I A 3d O_, ' rnl 0 of z CRAWFORD PROPERTIES, LLC I PARCEL NO. 2391-344-00-019 I 15' WIDE TRAIL I —I EASEMENT C' (6,880 S.F.) of 01 ui I -- Off' NARRj• ` �•ya�, 01 ZI -0 •f ' 9598 4• �5� LA4 W� I �a M n `� NI 0 Poi N87'01'14 15.00' J.W. DRIVE (85' R.O.W.) CLARK -SOO'37'28"W DRIVE 16.59' v+ L = 21.54 (w > CB= S06'37'25"W Ido C=21.34 1 w ri I ( J I^ 10 � IW J Q 10 = O� N IP a to V1 1 I I� an Iit� I0 I V' I &I E 3 0 tr 0 iJ MW Im W J w 0 A =11'07'26" R =81.64' L =15.85' CB=S57'25'31 "W C =15.83' A =46'57'50" R =24.71' L =20.26' CB=S23'16'44"W C =19.70' CRAWFORD PROPERTIES, LLC PARCEL NO. 2391-344-00-019 EAST 1/4 CORNER - SEC 34, GLO BRASS CAP (FOUND) STING CR S-13 ROW REC. NO. 846476 POINT OF COMMENCEMENT SE CORNER SECTION 34 GLO BRASS A140.11.1$• 1890 9p,(71,E)CAP (FOUND) I1 W a o'I z o' ato wn mLu O0" N to iZP o HIGH COUNTRY ENGINEERING, INC. DRAWN BY scAl E: 1,. _ 50' CRAWFORD PROPERTIES, LLC. RPK • EL JEBEL, COLORADO CHECKED 9v; PROJECT NO: 1517 BLAKE AVENUE, STE 10 1 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 945$676 FAX (970) 945.2555 EXHIBIT DATE: PAGE: 4-26.12 1 OF2 qu TRAIL EASEMENT'C' VVWW.HCENG.COM EAGLE COUNTY,COLORADO FILE J :/SDSKPROJ/211 1602�03/DWG/ i 602.03.DWG �3 Iv M IMS to �o A =12'47'24" R =190.60' ' L =42.55' CB= S10'03'58"W C = 42.46' I A = 27.15'27" R = 45.28 v+ L = 21.54 (w > CB= S06'37'25"W Ido C=21.34 1 w ri I ( J I^ 10 � IW J Q 10 = O� N IP a to V1 1 I I� an Iit� I0 I V' I &I E 3 0 tr 0 iJ MW Im W J w 0 A =11'07'26" R =81.64' L =15.85' CB=S57'25'31 "W C =15.83' A =46'57'50" R =24.71' L =20.26' CB=S23'16'44"W C =19.70' CRAWFORD PROPERTIES, LLC PARCEL NO. 2391-344-00-019 EAST 1/4 CORNER - SEC 34, GLO BRASS CAP (FOUND) STING CR S-13 ROW REC. NO. 846476 POINT OF COMMENCEMENT SE CORNER SECTION 34 GLO BRASS A140.11.1$• 1890 9p,(71,E)CAP (FOUND) I1 W a o'I z o' ato wn mLu O0" N to iZP o HIGH COUNTRY ENGINEERING, INC. DRAWN BY scAl E: 1,. _ 50' CRAWFORD PROPERTIES, LLC. RPK • EL JEBEL, COLORADO CHECKED 9v; PROJECT NO: 1517 BLAKE AVENUE, STE 10 1 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 945$676 FAX (970) 945.2555 EXHIBIT DATE: PAGE: 4-26.12 1 OF2 qu TRAIL EASEMENT'C' VVWW.HCENG.COM EAGLE COUNTY,COLORADO FILE J :/SDSKPROJ/211 1602�03/DWG/ i 602.03.DWG Exhibit B Side• ''; Improvements - Page 7 of 7 TRAIL EASEMENT TC' TRAIL EASEMENT 'C' A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34; THENCE N40'11'15'W A DISTANCE OF 1890.90 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF J.W. DRIVE, THE POINT OF BEGINNING: THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY N87'01'14"W A DISTANCE OF 15.00 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY NO2'57'04"E A DISTANCE OF 44.36 FEET; THENCE N01'15'10"E A DISTANCE OF 115.00 FEET; THENCE N01'09'10"W A DISTANCE OF 110.07 FEET; THENCE NO3'54'48"W A DISTANCE OF 39.81 FEET; THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 60.11 FEET AND A CENTRAL ANGLE OF 26'28'11", A DISTANCE OF 27.77 FEET (CHORD BEARS N06'46'46"E A DISTANCE OF 27.52 FEET); THENCE ALONG A NON TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 177.05 FEET AND A CENTRAL ANGLE OF 12'22'03", A DISTANCE OF 38.22 FEET (CHORD BEARS N09'57'54"E A DISTANCE OF 38.14 FEET); THENCE N01'37'44"E A DISTANCE OF 35.04 FEET; THENCE ALONG A NON TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 39.71 FEET AND A CENTRAL ANGLE OF 47.36'52", A DISTANCE OF 33.00 FEET (CHORD BEARS N23'59'28"E A DISTANCE OF 32.06 FEET); THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 96.64 FEET AND A CENTRAL ANGLE OF 16'03'22", A DISTANCE OF 27.08 FEET (CHORD BEARS N59'31'31 "E A DISTANCE OF 26.99 FEET); THENCE S00'37'28"W A DISTANCE OF 16.59 FEET; THENCE ALONG A NON TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 81.64 FEET AND A CENTRAL ANGLE OF 11'07'26", A DISTANCE OF 15.85 FEET (CHORD BEARS S57'25'30"W A DISTANCE OF 15.83 FEET); THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 24.71 FEET AND A CENTRAL ANGLE OF 46'57'50", A DISTANCE OF 20.25 FEET (CHORD BEARS S23 -16'44"W A DISTANCE OF 19.69 FEET); THENCE S01'37'44"W A DISTANCE OF 35.53 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, HAVING RADIUS OF 190.60 FEET, AND A CENTRAL ANGLE OF 12'47'24", A DISTANCE OF 42.55 FEET, (CHORD BEARS S10'03'57"W A DISTANCE OF 42.46 FEET); THENCE ALONG A NON TANGENT CURVE TO THE LEFT, HAVING RADIUS OF 45.28 FEET AND A CENTRAL ANGLE OF 27'15'27", A DISTANCE OF 21.54 FEET (CHORD BEARS S06'37'25"W A DISTANCE OF 21.34 FEET); THENCE S03'54'48"E A DISTANCE OF 40.35 FEET); THENCE S01'09'10"E A DISTANCE OF 110.74 FEET; THENCE S01'15'10"W A DISTANCE OF 115.54 FEET; THENCE S02'57'04"W A DISTANCE OF 44.59 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 6,880 SQUARE FEET OR 0.158 ACRES, MORE OR LESS. �y 00' %1 195% ��N�4!•LAN9C HIGH COUNTRY ENGINEERING, INC. DRAWN BY: SCALE: CRAWFORD PROPERTIES, LLC. RPK 1"= 50' • EL JEBEL. COLORADO CHECKED BY: PROJECT NO: 1517 BLAKE AVENUE, STE 10 1 FWH 2111602.03 GLENWOOD SPRINGS, CO 81601 PHONE (970) 945.8676 FAX (970) 9462556 EXHIBIT DATE: PAGE: 4-26-12 2 OF 2 TRAIL EASEMENT'C' WWW.HCENG.COM EAGLE COUNTY, COLORADO FILE: J:/SDSKPROJ/21 1 1 602-03/DWG/ 1602.03.DWG