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HomeMy WebLinkAbout82-17 RESOLUTION F FAYETT 9RKA NSPS 113 West Mountain Street Fayetteville,AR 72701 (479)575-8323 Resolution: 82-17 File Number: 2017-0179 CATO SPRINGS TRAIL AIRSPACE PERMIT: A RESOLUTION TO APPROVE AN AIRSPACE PERMIT AGREEMENT WITH THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT FOR THE CATO SPRINGS TRAIL CROSSING OF HIGHWAY 71 AND INTERSTATE 49 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves the Airspace Permit Agreement with the Arkansas State Highway and Transportation Department, a copy of which is attached to this Resolution, so that the Cato Springs Trail can use Highway 71 and Interstate 49 right of way near South Razorback Road and South Cato Springs Road and authorizes Mayor Jordan to sign the agreement. PASSED and APPROVED on 4/4/2017 Approves;! Attest: i '.ri ia../ . Co- ad!s' io eld Jori or Sondra E. Smith,City Clerk Treasurer `011!nrnio \:• 0Y O,c •.G' . _:_�; .•cam _°•FAYETTEVILLE;� ,-.7,s,.•.;QKA 1\11-2•.\ --1 ii'NI iON, ````� Page 1 Printed on 4/5/17 `o,u; "E' F City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville,AR 72701 � (479)575-8323 .` Text File File Number: 2017-0179 Agenda Date:4/4/2017 Version: 1 Status: Passed In Control:City Council Meeting File Type: Resolution Agenda Number:A. 3 CATO SPRINGS TRAIL AIRSPACE PERMIT: A RESOLUTION TO APPROVE AN AIRSPACE PERMIT AGREEMENT WITH THE ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT FOR THE CATO SPRINGS TRAIL •CROSSING OF HIGHWAY 71 AND INTERSTATE 49 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves the Airspace Permit Agreement with the Arkansas State Highway and Transportation Department, a copy of which is • attached to this Resolution, so that the Cato Springs Trail can use Highway 71 and Interstate 49 right of way near South Razorback Road and South Cato Springs Road and authorizes Mayor Jordan to sign the agreement. • City of Fayetteville,Arkansas Page 1 Printed on 4/5/2017 City of Fayetteville Staff Review Form 2017-0179 Legistar File ID April 4th 2017 City Council Meeting Date-Agenda Item Only N/A for Non-Agenda Item Engineering/ Matt Mihalevich 3/27/2017 Development Services Department . Submitted By Submitted Date Division/Department Action Recommendation: Staff requests the Mayor's signature on the attached Airspace Permit with the Arkansas State Highway and Transportation Department for the Cato Springs Trail crossing of Hwy 71 and 1-49. • Budget Impact: N/A N/A Account Number Fund • N/A • -N/A • Project Number Project Title Budgeted Item? NA Current Budget $ Funds Obligated $ • Current Balance $ Does item have a cost? No Item Cost $ Budget Adjustment Attached? No Budget Adjustment Remaining Budget $ - V20140710 Previous Ordinance or Resolution# Original Contract Number: Approval Date: Comments: CITY OF Trtye CITY COUNCIL AGENDA MEMO ARKANSAS MEETING OF APRIL 4, 2017 TO: Mayor and City Council THRU: Don Marr, Chief of Staff Chris Brown, City Engineer FROM: Matt Mihalevich, Trails Coordinator DATE: March 28th, 2017 SUBJECT: 2017-0179 Air Space Permit—Cato Springs Trail Staff requests walking this item on to the at the March , 2e Agenda session for the April 4th City Council meeting. The air space permit was received by the City from AHTD after the deadline and this permit is necessary for construction to begin on the Cato Springs Trail. The-contractor is ready to begin construction as soon as the permit is approved. RECOMMENDATION: Staff requests the Mayor's signature on the attached Airspace Permit with the Arkansas State Highway and Transportation Department for the Cato Springs Trail crossing of Hwy 71 and 1-49. BACKGROUND: Construction of the 2.9 mile Cato Springs Trail is well under way except for the segment within the AHTD right of way of Hwy 71 and 1.-49. In October of 2016, resolution 183-16 approved a contract with Boulder Construction, low bidder of Bid 16-53 for the construction of the portions of the Cato Springs trail within the AHTD right of way for a cost.of$2,873,116.00. Plans for the Cato Springs Trail were submitted to the AHTD in July of 2016 requesting the air space permit for the crossing of Hwy 71 and 1-49. The attached Air Space was received by the City of Fayetteville on March 24th 2017 and is ready for the Mayor's signature to allow construction to begin on the section of the Cato Springs Trail within the AHTD right of way. DISCUSSION: The attached Air Space permit has been adapted to meet the language requested by the City Attorney regarding sovereign statutory immunity as shown in section 13. This section will require the City to take on a potential liability therefore this item has been brought before the City Council. BUDGET/STAFF IMPACT: • Funding for the Cato Springs Trail was made possible by a 50:50 matching grant from the Walton Family Foundation with matching funds from the Capital Improvement Project for Trail Development. Funds have been obligated for the construction contract with Boulder Construction. Attachments: Air Space Permit Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville,AR 72701 I I AIRSPACE PERMIT THE CATO SPRINGS MULTI-USE TRAIL CITY OF FAYETTEVILLE This Airspace Permit ("Permit") is based upon the authority granted the Arkansas State Highway Commission ("Commission") in Ark. Code Ann. § 27-67-304(b) (Rep. 1994), and the Arkansas State Highway and Transportation Department ("AHTD" or "Department"), pursuant to Commission Minute Order No. 2012-008, and is subject to the approval of the Federal Highway Administration ("FHWA"). The parties to this Permit are the Department and the City of Fayetteville, Arkansas ("City"). The City has requested use of certain lands owned by the Commission, as more particularly shown on vicinity location aerials in Exhibit "C" described in the legal descriptions contained in Attachments "A", and their corresponding construction plans contained in "B", for a multi-use trail that does not interfere with the public use of the property for highway purposes. This Permit shall supersede and replace all terms and conditions of any previous, if any, agreement between h Attachments City and the Department governing the use of the properties set forth in the tta chment s hereto and made a part hereof. The City proposes to construct and assume maintenance of a "Multi-Use Trail" crossing Interstate' 49 and Hwy 71 in Washington County along Hwy 265, known as the Cato Springs Trail, to be constructed on and near the locations set forth as Attachment "C". The Department's District Engineer has made a determination that such use will not interfere with the public use of the property for highway purposes. The Commission will retain all right, title, interest, supervision, and jurisdiction. in and over such lands. This Permit is a license only and does not convey or create any interest on the part of the City in the lands 1 set forth on Attachment "A-1". The City further proposes to construct and assume maintenance of the proposed Cato Springs Trail by making improvements to Hwy 265 and crossing Interstate 49 and Hwy 71 in Washington County on and near the locations set forth in Attachment "C". The Department's District Engineer has made a determination that such use will not interfere with the public use of the property for highway purposes. The Commission will retain all right, title, interest, supervision, and jurisdiction in and over such lands. This Permit is a • license only and does not convey or create any interest on the part of the City in the lands set forth on Attachment "A". In addition, the City proposes to construct and assume maintenance of the proposed Cato Springs Trail on and near the locations set forth in Attachment "C". The Department's District Engineer has made a determination that such use will not interfere with the public use of the property for highway purposes. The Commission will retain all right, title, interest, supervision, and jurisdiction in and over such lands. This Permit is a license only and does not convey or create any interest on the part of the City in the lands set forth on Attachment "A". The City understands and agrees that all costs will be borne by the City, that it will be responsible for all Federal Emergency Management Agency (FEMA) and U.S. Army Corps of Engineers (Corps), if any, permits and construction will be in accordance with the requirements contained in and on Attachment "B". The Commission will retain all right, title and interest in and to such lands. This Permit is a license only and does not convey or create any interest on the part of the City in the lands described herein. The Department hereby authorizes, subject to final approval and concurrence by the 2 . FHWA, the Commission, the District Engineer and the City to use the property set forth on Attaclunent"A"("Property")for the terms,purposes and conditions herein set forth: I) This Permit is expressly contingent upon the approval and concurrence of the FHWA. 2) This Permit shall be effective immediately upon its execution by the parties and, is intended to be perpetual, beginning immediately upon its execution and subject to the terms and conditions contained herein; provided however,that either party shall have the right to terminate this Permit,with or without cause,upon sixty(60)days written notice to the other party. 3) The City shall use the Property only to construct a multi-use trail along Hwy 265 and crossing Interstate 49 and Hwy 71, which landscaping, irrigation, lighting and signage shall be shown on plans submitted to, and approved by the District Engineer, by issuance of a permit therefore, or such other use as is expressly approved in advance and in writing by the District Engineer. Facilities and improvements presently in place and approved under previous agreements between the Department and the City shall be deemed approved. The City shall not use the Property in any way that interferes with the Property's use for highway purposes. The City shall not access the property for maintenance from the shoulders or embankments of Interstate 49 and Hwy 71. 4) Notwithstanding any other provision regarding termination of this Permit, this Permit shall terminate upon five (5) days written notice to the City of Fayetteville, • Arkansas, in the event that the City's use of the Property is changed without the prior written consent of the FH WA and the Department. 5) All improvements, excavation, construction, and any other condition on the Property shall comply with the then-current AHTD Standard Specifications where applicable, including those related to maintaining traffic flow and signs, and shall be subject to the approval of the AHTD District Engineer for the area. All such improvements, excavation, construction, and 3 other conditions shall also be subject to FHWA concurrence where and if applicable. 6) No permanent or temporary improvements or alterations shall be made in, on, or upon the site without the written consent and approval of the FHWA and the District Engineer. 7) The City shall be solely and exclusively responsible for all costs associated with the removal, modification, or relocation of any utility within the Property, which is caused by the City's use ofthe Property. 8) The City shall be solely and exclusively responsible for payment of all taxes and assessments that may be legally assessed on the Property as a result of any Permit issued hereunder. 9) No signs, displays, or devices, may be placed within the right of way without the • written consent of the District Engineer. No signs,displays, or devices, other than traffic control signs complying with the FHWA Manual on Uniform Traffic Control Devices, shall be erected on the Property unless specifically permitted by the District Engineer. All signs during the construction and maintenance on the Property shall conform to the FHWA Manual on Uniform Traffic Control Devices, as amended. This paragraph shall not be construed to allow the placement of any signs without the permission ofthe District Engineer. 10) The City, at its sole expense, shall keep and maintain the greenway at all times in an orderly, clean, safe, and sanitary condition. The City shall comply with all applicable federal, state, and local laws, ordinances and regulations while using, or in possession of the Property, including without limitation all environmental laws and regulations and FHWA regulations regarding the Property's use. 11) The City shall submit all construction plans for any proposed improvements on the Property for approval by the District Engineer prior to commencing any work. Any work performed by the City on the Property shall not unduly interfere with the flow oftraffic. 4 12) The City agrees to occupy and use the Property at its own risk and expense. 13) The City does not waive its sovereign statutory immunity, but acknowledges that the City has full legal responsibility for the proper design, construction, maintenance and operation of this multi-use trail along Hwy 265 rights of way. The City acknowledges that the Highway Department and Highway Commission have no duty or responsibility to users of this multi-use trail, and therefore can have no liability related to the design, construction, maintenance or operation of this multi-use trail. If the Arkansas Claims Commission ever grants a claim against the Highway Department or Highway Commission for an injury or other damage to a person using Property within this Air Space Permit area, the City agrees to pay this claim for the Highway Department or Highway Commission. 14) The Commission, the Department, and the FHWA, and any officer, employee or agent thereof, retain and shall have the right to enter the Property at any time without notice to the City. 15) The Commission and Department reserve, and shall have the right, at their sole discretion, to take immediate possession of the Property in case of any national or other emergency (including temporary emergencies such as weather emergencies, traffic accidents, hazardous material spills and other such events that may be hazardous or obstruct traffic), and • for the protection and maintenance of the highway facility, in which event the terms of this Permit shall be suspended. 16) If the City violates any of the conditions contained in this Permit, or if the City discontinues use of the Property for more than sixty (60) days, the Department may, without notice, declare any Permit issued hereunder terminated. 17) Upon termination of this Permit (or any permit issued hereunder) for any reason, the City shall peaceably surrender the Property to the Commission in good order and repair, 5 excepting reasonable use and wear thereof; damage by earthquake, fire, public calamity, the elements, or other unavoidable casualty. The Property shall be restored to its previous condition at the expense of the City; provided, if any improvements are not removed after thirty (30) days written notice from the Department to the City, the Department may: (a) proceed to remove the improvements and restore the Property, and the City shall pay the Department upon demand the reasonable cost of removal and restoration; or, (b) the Commission may, in its sole and absolute discretion, elect to declare the improvements property of the Commission, whereupon all right, title and interest of the City therein shall forthwith terminate and vest in the Commission. No cost shall be attributed to the FHWA under any part of this Permit. 18) This Permit may not be assigned and all obligations and duties of the City hereunder shall be considered non-delegable. 19) The City, as a part of the consideration hereof; does hereby covenant and agree that no person shall be excluded from participation in, denied the benefits of; or be otherwise subjected to discrimination in the use of the facilities on account of race, color, sex, national origin, or disability, and that in the construction of any improvements on, over, and under the Property, and the furnishing of services thereon, no person shall be excluded from participation in, denied the benefits of; or otherwise be subjected to discrimination on account of race, color, sex, national origin, or disability. The City further covenants that it shall use the Property in compliance with all other requirements imposed by or pursuant to Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Effectuation of Title VI of the Civil Rights Act of 1964, as amended. In the event of breach of any of the nondiscrimination covenants, the Department shall have the • right to terminate this Permit or any permit issued hereunder without further notice. 6 _ 1 20) The Property shall retain its character as a public right of way and the City may not charge any person a fee of any kind whatsoever to enter or use the Property, nor permit or sublease the exclusive use of the Property to any individual, entity, association, or organization of any kind whatsoever. No vending shall be allowed within the area ofthe Property. 21) It is understood that granting of this Permit to the City of Fayetteville, Arkansas, does not impair or relinquish the Commission's right to use the Property for right of way purposes for the construction, maintenance, or reconstruction of the traffic facility, nor shall use of the land under this Permit ever be construed as abandonment by the Commission of land acquired for highway purposes. The permitted use by the City shall remain subordinate to the Commission's ownership and use of the property for highway purposes. 22) It is understood by the parties that this Permit may be executed in any number of copies, each of which shall be deemed an original. Executed on this 44k day of (4-1(11 ,2017. ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT,PERMITOR By: 40-d. Scott E. Bennett,P.E. Director of Highways and Transportation 4/k r 7 ACKNOWLEDGEMENT STATE OF ARKANSAS ) )ss COUNTY OF PULASKI ) BE IT REMEMBERED that on this day came before the undersigned, a Notary Public, within and for the County and State aforesaid, duly commissioned and acting, Scott E. Bennett, to me well known as the Director of Highways and Transportation, who stated that he had executed the foregoing Airspace Permit for and on behalf of the Arkansas State Highway Commission, for the consideration and purposes therein mentioned and set forth and was authorized so to act by proper resolution of the Commission in Minute Order No. 2012-008, dated the 8th day of February, 2012. WITNESS my hand and seal as such Notary Public on this /9 day of , 2017. i —C2LL1 / . 0604144€4 ,Notary Public My Commission Expires`Q7�i/la /_p, 240$4 .▪COMM.EXP.*.FIA 3-20-2024 *:No. 1.2397792.:*t." ,Z • SALINE .'Q • COUNTY,•' 8 Executed on this 1-14'hdayof h ,2017. CITY OF FAYETTEVILLE,ARKANSAS PE'4 I E A, By: . 41,!. ,if eld Jori .: Mayor ATTEST: % Sondra Smith,City Clerk �� •��,� • :▪ FAYETTEVILLE: 4 '.s'9�KA Ns\"'._% ACKNOWLEI� 1i $ Jr��/11111111N1�� STATE OF ARKANSAS ) ss COUNTY OF WASHINGTON ) BE IT REMEMBERED that on this day came before the undersigned, a Notary Public, within and for the County and State aforesaid, duly commissioned and acting, Lioneld Jordan and Sondra Smith, and being the Mayor and City Clerk, respectively, of the City of Fayetteville, Arkansas, a Municipal Corporation, and who had been designated by said corporation to execute the above instrument, to me personally well known, who stated that they were the Mayor and the City Clerk of said city, a Municipal Corporation, and were duly authorized in their respective - capacities to execute the foregoing instrument for and in the name and on behalf of said Municipal Corporation, and further stated and acknowledged that they had so signed, executed and delivered said foregoing instrument for the consideration, uses, and purposes therein mentioned and set forth. WITNESS my hand and seal as such Notary Public on this -4-4-‘ day of Apyi , 2017. dQ0,11\knA0k- rnitic. 1:k ,Notary Public My Commission Expires: (- o�la -auvi �o r,c.••• .41„D .S� i, �• ,g$ION �,y4 •o X10Tq 6:o• v �=is*: �: 9y coo . cn� VP,* i • ,1}L4E;;:ltl, �,::‘• L • /..s5 .• ter, f�,1f. t,•1,'• V*. _ • `. • • • • ,.r►►:►i'te4, R;•V`' ^ •R 5,,* .IIP, it R y.45Lst d E ,r : • ,�' , ...�sig`® �!fl4if.:aSt Attachment "A" • MULTI-PURPOSE PEDESTRIAN TRAIL CENTERLINE DESCRIPTION • HWY.265-ASHC JOB NO.9497 HWY. 265-ASHC JOB NO. 40039 WHEREAS,the City of Fayetteville,Washington County,Arkansas, has requested an Airspace Permit to use certain highway right-of-way, located in the City of Fayetteville, and owned by the Arkansas State Highway and Transportation Department,a 26 foot wide easement for the purpose of constructing a 12' wide Multi-Purpose Pedestrian Trail along Highway 265 going under Interstate 49 and over Highway 71, the centerline of said Pedestrian Trail described as follows: A part of the NW%of the SW%, and a part of the NE%of the SW',and a part of the SE%of the NW %,and a part of SW%of the NE'A all within Section 29,Township 16 North, Range 30 West, Washington County,Arkansas, being more particularly described as follows:. Commencing at Found AHTD monument being a 5"x 5"concrete monument at station 505+23.30 P.C., 40' RT. on the South right of way for Highway 265 shown on ASHC plans Job Number 9497: thence leaving said South right of way on a radial bearing N51°57'32"W for a distance of 80.00 feet to the North right of way of Highway 265 at Station 505+23.30 P.C., 40' LT.; thence along said North right of way S37°59'03"W a distance of 7.37 feet to Station 505+15.93 40' LT. for Highway 265 also Station 41+47.27 of the Cato Springs Pedestrian Trail being The POINT OF BEGINNING; thence leaving said Westerly right-of-way along the centerline of the Multi-Purpose Pedestrian Trail • 39.75 feet along a non-tangent curve to the North,said curve has a radius of 50.00 feet that bears • N04°57'47"W,a delta angle of 45°32'57"and a chord which bears N62°15'45"E a distance of 38.71 feet to Station 41+87.01; thence N39°29'16"E a distance of 25.51 feet to Station 42+12.53; thence 226.30 feet along a tangent curve to the right,said curve has a radius of 1000.00 feet that bears S50°30'44"E, a delta angle of 12°57'58" and a chord which bears N45°58'15"E a distance of 225.82 feet to Station 44+38.83; thence N52°27'14"E a distance of 282.48 feet to Station 47+21.31; thence 85.86 feet along a tangent curve to the left,said curve has a radius of 400.00 feet that bears N37°32'46"W,a delta angle of 12°17'56"and a chord which bears N46°18'17"E a distance of 85.70 feet to Station 48+07.17; thence N40°09'19"E a distance of 125.07 feet to Station 49+32.25; thence 45.88 feet along a tangent curve to the left,said curve has a radius of 60.00 feet that bears N49°50'41"W,a delta angle of 43°49'00".and a chord which bears N18°14'49"E a distance of 44.77 feet • 10 Attachment "A" to Station 49+78.13; thence N3°39'41"W a distance of 12.57 feet to Station 49+90.70; thence 31.42 feet along a tangent curve to the right,said curve has a radius of 20.00 feet that bears N86°20'19"E, a delta angle of 90°00'00"and a chord which bears N41°20'18"E a distance of 14.14 feet to Station 50+22.12; thence N86°20'19"E a distance of 24.95 feet to Station 50+47.07; thence 11.34 feet along a tangent curve to the left,said curve has a radius of 10.00 feet that bears NO3°39'41"W,a delta angle of 64°59'54" and a chord which bears N53°50'22"E a distance of 10.75 feet to Station 50+58.41; thence N21°20'25"E a distance of 149.61 feet to Station 52+08.02; thence 35.35 feet along a tangent curve to the right,said curve has a radius of 100.00 feet that bears S68°39'35"E,a delta angle of 20°15'08"and a chord which bears N31°27'59"E a distance of 35.16 feet to Station 52+43.37; thence N41°35'33"E a distance of 114.30 feet to Station 53+57.67; thence 59.24 feet along a tangent curve to the left,said curve has a radius of 500.00 feet that bears N48°24'27"W,a delta angle of 6°47'18"and a chord which bears N38°11'54"E a distance of 59.20 feet to Station 54+16.91; thence N34°48'15"E a distance of 256.68 feet to Station 56+73.59; thence 32.35 feet along a tangent curve to the left,said curve has a radius of 500.00 feet that bears N55°11'45"W,a delta angle of 3°42'27" and a chord which bears N32°57'02"E a distance of 32.35 feet to Station 57+05.95; thence N31°05'48"E a distance of 69.14 feet to Station 57+75.09; thence 46.63 feet along a tangent curve to the right,said curve has a radius of 500.00 feet that bears 558°54'12"E, a delta angle of 5°20'37"and a chord which bears N33°46'06"E a distance of 46.61 feet to Station 58+21.72; thence N36°26'25"E a distance of 468.03 feet to Station 62+89.75; thence 19.57 feet along a tangent curve to the left,said curve has a radius of 500.00 feet that bears N53°33'35"W,a delta angle of 2°14'33" and a chord which bears N35°19'08"E a distance of 19.57 feet to Station 63+09.31; thence N34°11'52"E a distance of 353.05 feet to Station 66+62.37; thence 30.13 feet along a tangent curve to the left,said curve has a radius of 200.00 feet that bears N55°48'08"W,a delta angle of 8°37'57" and a chord which bears N29°52'54"E a distance of 30.10 feet to Station 66+92.50; 11 • Attachment "A" thence N25°33'55"E a distance of 141.62 feet to Station 68+34.11; thence 40.47 feet along a tangent curve to the left,said curve has a radius of 100.00 feet that bears N64°26'05"W,a delta angle of 23°11'05"and a chord which bears N13°58'22"E a distance of 40.19 feet to Station 68+74.58; thence N2°22'50"E a distance of 74.70 feet to Station 69+49.28; thence 43.33 feet along a tangent curve to the right,said curve has a radius of 30.00 feet that bears S87°37'10"E,a delta angle of 82°45'08"and a chord which bears N43°45'24"E a distance of 39.66 feet to Station 69+92.61; thence N85°07;58"E a distance of 149.43 feet to Station 71+42.04; • thence 8.67 feet along a tangent curve to the right,said curve has a radius of 100.00 feet that bears SO4°52'02"E,a delta angle of 4°58'09"and a chord which bears N87°37'02"E a distance of 8.67 feet to Station 71+50.72 being the end of Cato Springs Multi-Purpose Trail Centerline at the Easterly right of way of Highway 265 at Station 533+32.83, 69.04'RT as shown on Arkansas State Highway Commission Job No.40039; thence S08°05'15"W a distance of 16.98 feet along said Easterly right of way of Highway 265; thence continuing along said Easterly right of way S 70°06'02" E a distance of 151.53 feet to a found AHTD right of way monument, being a 5/8" rebar with a 1.5"diameter aluminum cap at Station 183+00.00,70.00'RT, Ramp#1 from AHTD plans Job Number 4706 SEC.3, containing 78,070.8 square feet or 1.79 acres,more or less. • • 12 .t,.'4,4',�."" iIt.;✓A:, •' I 4 ' v- ''';s!,;.`,:4..,, er' ,y ;us40."7-,_ . 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N,. -r ',p,,, ^ky, 743}-• .t,",�C?.'s.o ...1.{y�'p'^,.: .4:., "" r; r !^P ' '�:” • ,:. k� • _yv y'` 5 F "r,p SK ':j, `i s J } Y.,,,'% . ..f fie v k,r� fi..: .A'. 1r3- Mr 'S' �'..•:',4:441 ."� ',�`:�` ^'w�'r�y'TS,.Y�,C, r.`"•`'<'�1;�,„ '^r ,;, ,; .K...i �",,;. +` f „:f i' ,:,,::, ._ AIRSPACE PERMIT ,`,,y: , « • y,y ; :,x CATO SPRINGS TRAIL i 1 " WASHINGTON COUNTY 'Vs,:"F; , 1,a , t j:, ',,I, �„ r " '4:.. '' `' `R t<.a{ LOCATION SKETCH f• �fi ^h;1,a• �.. � 'a.lY� x'> � k.,� 'A1tl.' `: •t r' y: , ^, '' J___i., '`°';.'; ;,a Y �_ I Iinayery Date:3/4/201'6'- 36°02+21.28"N 94°11'10.20"W elev 1258 It eye alt 32551 ft • . CATO SPRINGS TRAIL Attachment "B" GARVER HIGHWAY 265 AND I-49/FULBRIGHT EXPRESSWAY • AIRSPACE EASEMENT PERMIT ARKANSAS STATE HIGHWAY & TRANSPORTATION DEPARTMENT DISTRICT 4 VICINITY MAP NO SCALE / .momV ✓ . : 8L $ %a \A V — rutto/ s vmt m 1EID. ,. 6 .,. . D +� \� • f Y O 1 4 �/r� _� f li 8/ t K IF' I I i 1 1 wn. Ami ` ...... . \ ct TI�.6 _ C . 010401 m s Z A / .m �,~��,� .)5P 'Ilims, .., ( \, ___ aslai 0 lir'rt gyp, )11m ,, opt' >s 5„, . , . �I� o 1w o AHTD PERMIT 1\� �� ,c3 I a AREA �� „..\4., Y o0 Li.” 0-- ( l C Q J I ,0 il 02 : it:..L) •: .._.• sr_ W a t` U .r r � Z � � Z I W$ C7 � � as .� } a ZJ m IL ui W > )_ GIS ,� H MAY, 2016 AHTD AIRSPACE EASEMENT PERMIT 1 CONTENTS: COVER SHEET 1.) AHTD AIRSPACE EASEMENT PERMIT COVER SHEET 2.) AHTD AIRSPACE EASEMENT CONTROL SHEET 3.) SITE PLAN AHTD AIRSPACE EASEMENT STA 41+47.27 TO STA 45+00 4.) SITE PLAN AHTD AIRSPACE EASEMENT STA 45+00 TO STA 50+47.07 JOB NO.:14047100 lei 5.) SITE PLAN AHTD AIRSPACE EASEMENT STA 50+47.07 TO STA 55+00 DATE:MAY,2016 F 6.) SITE PLAN AHTD AIRSPACE EASEMENT STA 55+00 TO STA 60+00 DESIGNED BY: JAJ «x 7.) SITE PLAN AHTD AIRSPACE EASEMENT STA 60+00 TO STA 65+00 DRAWN BY: TWM L. 8.) SITE PLAN AHTD AIRSPACE EASEMENT STA 65+00 TO STA 69+92.61BAR IS CIME 1.101 ORIGINALo � o g: GARVER 9.) SITE PLAN AHTD AIRSPACE EASEMENT STA 69+92.61 TO STA 2 -. ffnmo¢mcheVTM SMUT.ADAIST. SCALES rrl DRAWING NUMBER 2049 E.Joyce Blvd. G-001 rc y2 S - ulte.400 LI g w Fayetteville.AR 72703 SHEET 3x (479)527-9100 2 NUMBER CENTERLINE CONSTRUCTION CATO SPRINGS TRAIL AIRSPACE EASEMENT SURVEY CONTROL POINTS(STATE PLANE,GRID COORDINATES,AR NORTH,NAVD8B) (STATE PLANE,GRID COORDINATES,AR NORTH) POINT NORTHING EASTING ELEVATION FEATURE DESCRIPTION CENTERLINE CONSTRUCTION CATO SPRINGS TRAIL 10 626815.453 665841.5236 1282.9944CTL/BM 1/2"REBAR WITH GARVER CONTROL CAP NO. NORTHING EASTING TYPE STATION 11 625628.3768 665085.6431 1269.3041 CTL/BM 1/2"REBAR WITH GARVER CONTROL CAP 8001 625179.4916 664483.6922 POB/PC 41+47.27 GARVER 12 625955.3186 665313.6311 1263.8958 CTL/BM 60D W/DISC GARVER CONTROL 625181.3077 664504.6055 PI 41+68.26 13 626282.4114 665540.6261 1262.2132 CTL/BM 60D W/DISC GARVER CONTROL 8002 625229.3042 664479.3666 CC 14 627070.5397 665887.8274 1264.3845 CTL/BM 60D W/DISC GARVER CONTROL 8003 625197.5085 664517.9548 PT 41+87.01 15 626890.9444 666092.0181 1259.6676 CTI./8M 60D W/DISC GARVER CONTROL 8004 625217.1989 664534.1791 PC 42+12.53 16 627608.5424 666205.19 1275.6651 CTL/BM 600W/DISC GARVER CONTROL 625304.8993 664606.4424 PI 46+26.17 17 627078.143 666089.4575 1284.7835 CTL/BM 60D W/DISC GARVER CONTROL 8005 624581.2851 665305.9392 CC 20 630294.9591 670051.7818 1214.947CTL/BM 60D GARVER CONTROL DISK NW HEADWALL T 8006 625374.1494 664696.5411 PT 44+38.83 21 630148.5416 670339.3815 1215.9028 CTL/BM 1/2" REBAR WITH GARVER CONTROL CAP 8.5'5 TRAIL 8007 625546.2931 664920.5105 PC 47+21.31 22 629378.1294 669804.2221 1229.5318 CTL/BM MAG NAIL GARVER CONTROL DISK IN ASPH 625572.5560 664954.6801 PI 47+64.41 23 628791.2134 669600.922 1232.2042CTL/BM 1/2"REBAR WITH GARVER CONTROL CAP 5'5 5\W 8008 625863.4388 664676.7512 CC 24 628849.6106 668598.4827 1237.1168 CTL/BM 1/2"REBAR WITH GARVER CONTROL CAP 3'N S\W 8009 625605.4945 664982.4712 PT 48+07.18 AHTD REFERENCE: CENTERLINE LENGTH: EASEMENT ACREAGE: 8010 625701.0879 665063.1259 PC 49+3225 BEGINNING:AR.STATE.HWY. 78,070.8 SQ FT 625719.5305 6650769855 PI 49+56.38 COMM.JOB#9497 3003.45 LF 8011 625739.7795 665017.2679 CC 1.79 Ac.+1- 8012 625743.6112 665077.1455 PT 49+78.13 AR.STATE.HWY.COMM.JOB#9447 8013 625756.1544 665076.3428 PC 49+90.70 AR.STATE.HWY.COMM. 625776.1136 665075.0655 PI 50+10.70 ' JOB#4706-3 8014 625757.4317 665096.3020 CC AR.STATE.HWY.COMM. 8015 625777.3908 665095.0247 PT 50+22.12 JOB#R40013-10 8016 625778.9843 665119.9248 PC 50+47.07 io ENDING:AR.STATE.HWY.COMM. 625779.3911 665126.2823 PI 50+53.44_ JOB#40039 8017 625788.9638 665119.2862 CC 8018 625785.3248 685128.6005 PT 50+58.41 BASIS OF SURVEY: 8019 625924.6780 665183.0448 PC 52+08.02 = BASIS OF SURVEY ARE THE LATEST(2009)COORDINATES FROM CITY OF FAYETTEVILLE 625941.3133 665189.5440 PI 52+25.88 MONUMENTS E-9(NGS PID#BBBN95)AND D-9(NGS PID#BBCL48)REPORTED TO BE NAD 8020 625888.2876 665276.1884 CC y 83(2011)&NAVD88(Geoidl2A)DATUMS,ARKANSAS STATE PLANE,NORTH ZONE(0301),U.S. 8021 625954.6704 665201.3999 PT 52+43.37 c SURVEY FOOT. 6022 626040.1527 665277.2746 PC '- 53+57.67 626062.3309 665296.9601 PI 53+87.32 THE APPROXIMATE CENTER OF THE PROJECT IS CONTROL POINT 10. 8023 6263720669 664903.3321 CC THE STATE PLANE,GRID COORDINATES, FOR THIS POINT ARE SHOWN IN THE TABLE 8024 626086.6804 665313.8861 PT 54+16.91 a ABOVE. 8025 626297.4462 665460.3948 PC 56+73.59 0 4, 626310.7338 665469.6313 PI 56+89.78 0 LAT=N36-02-08.48272 s 8026 626582.8327 665049.8408 CC LONG=W94-11-12.19024 W THE CONVERGENCE ANGLE AT CONTROL POINT 10 IS-1°16'20.82043". 8027 626324.5908 665477.9893 PT 57+05.95 0 8028 626383.7940 665513.6983 PC 57+75.09 I THE COMBINATION ADJUSTMENT FACTOER IS 0.99990994. 626403.7734 665525.7490 PI 57+98.42 a THE POSITION OF THIS SCALE FACTOR IS CENTERED FROM CONTROL POINT 10 AND THE 8029 626125.5521 665941.8468 CC CO ELEVATION USED FOR THIS FACTOR IS 1282.9944'NAVD 88. 8030 626422.5437 665539.6080 PT 58+21.72 = 8031 626799.0622 665817.6091 PC 62+89.75 Y z BASIS OF BEARING: 626806.9343 665823.4215 PI 62+99.53 W BASIS OF SURVEY ARE THE LATEST(2009)COORDINATES FROM CITY OF 8032 627096.0538 665415.3704d 8033 626815.0279 665828.9214 PT 63+09.31 Q J U FAYETTEVILLE MONUMENT E-9(PID#BBBN95)AND MONUMENTS D-9(PID#BBCL48) 8034 627107.0389 666027.3555 PC 66+62.37 at REPORTED TO BE NAD 83(2011)&NAVD88(Geoidl2B)DATUMS,ARKANSAS STATE 627119.5241 666035.8398 PI 66+77.46 _i J _0 Z m H PLANE,NORTH ZONE(0301),U.S.SURVEY FOOT. 8035 627219.4492 665861.9351 CC Q 8036 627133.1414 666042.3540 PT 66+92.50 W a Qom- LU U 8037 627260.8914 666103.4664 PC 68+34.11 r z co W Z EXISTING AHTD CENTERLINE AND RIGHT OF WAY ALIGNMENTS: 627279.3963 666112.3187 PI 68+54.63 LU 1 C0 J g THE ALIGNMENT FOR AHTD CENTERLINE AND RIGHT OF WAY ON THE SOUTH 8038 627304.0454 666013.2570 CC Q< Z J m END OF THE PROJECT IS ESTABLISHED FROM AHTD PLANS JOB NUMBER 9497, 8039 627299.8917 666113.1707 PT 68+74.58 LL W Z LI- d USING FOUND AHTD RIGHT OF WAY MONUMENTS. 8040 627374.5293 666116.2736 PC 69+49.28 tco r D- 627400.9328 666117.3712 PI 69+75.71 O t O O THE ALIGNMENT FOR AHTD CENTERLINE AND RIGHT OF WAY ON THE NORTH 8041 627373.2832 666146.2477 CC } ~Q > H END OF THE PROJECT IS ESTABLISHED FROM AHTD PLANS JOB NUMBERS 40039 8042 627403.1750 666143.7022 PT 69+9261 U LL 0 u F &4706 SEC3 USING FOUND AHTD RIGHT OF WAY MONUMENTS. 8043 627415.8543 666292.5968 PC 71+42.04 627416.2224 666296.9203 PI 71+46.38 AHTDAIRSPACE THE ALIGNMENT FOR AHTD CENTERLINE BETWEEN THE SOUTH AND THE NORTH 8044 627316.2149 666301.0817 CC EMENTCONTFtOL SHE 8045 627416.2147 666301.2594 PT 71+50.72 SHEET END COULD NOT BE PRECISELY RE-ESTABLISHED DUE TO LOST EVIDENCE AND MATHEMATICAL DISCREPANCIES OF JOB NUMBERS 9447&R40013 SEC10. • A BEST FIT WAS REQUIRED BETWEEN STA.513+78 PT OF THE SOUTH END(JOB • 9497)AND STA.529+40 OF THE NORTH END(JOBS 40039&4706 SEC.3). JOB NO.:14047100 r. DATE MAY,2016 P DESIGNED BY: JAJ DRAWN BY: JM WW BAR B ME 1101 OR Q 6 0-1' ow O Y 6NOT MEM:HON W 0 SRE0.ADA 3 IST SCALES ACCORDINGLY. E DRAWING NUMBER #a !ME D STANCES SHOWN ARE GRID DISTANCES. G-002 IL x 0i•U SHEET A T.-.t. NUMBER L p a • • • / GARVER GRAPHIC SCALE 20 0 10 20 40 ra ( INFEST) uL tig+tiff I - 1 CATO SPRINGS ROAD LLC CURVE NO.15 1\ I CATO SPRINGS ROAD LLC 765-75443-000 ' PI STA.39+95.11 ) I 765-15443.003 N=625237.7293 I E=664343.0971 I\ `% R=100.00' CURVE NO.15 1 \ Dc= 57-1T44.81' �/ L=49.77' r6� �'o \ `% PROPOSED CENTERLINE ' Della= 28°30'53'LT. ��'� T o ` CONSTRUCTION OF CATO SPRINGS TRAIL .0• T=25.41' 1 `` \ \ \ 1 yes z,,_ -76 CHORD=S50°43'19'E-49.26' ` `` \ \ \ PROPOSED OFFSITE TRAIL EASEMENT `�'. \ \ %% lab 1' ` �\ ` EXISTING TRAIL EASEMENT % CURVE NO.2617 m PI STA.43+ .17 1 \ \\ \ ` PROPOSED OFFSITE TRAIL EASEMENT N=625304.8993 EXISTING EASEMENT EXISTING TRAIL EASEMENT ` \ \ \ ` E=664606.4424 . ` % R=1000.00' l ` \ \ Dc= 5°43'46.48" o `` Nov\'off `% L=226.30' F D. \ ,yy, Delta= 12°5758'RT. E %` iga ` T=113.64' _ 508+2021 -avi O. BEGIN AIRPACE ESMT. • �% \ % STA.41+47.27 CL TRAIL CHORD=N45°58'15"E-225.82 ——— 39.34'L o {.r.° \ EDGE OF AIRSPACE EASEMENT —— AHTD R/W O _ \ % CATO SPRINGS TRAIL __--— CONC.CM STA.505+15.93;40'LT.HWY.265 — a1 CURVE NO.16 ` \ \ k —— CURVE NO.17 5'X5' W (AIRSPACE EASEMENT) \ AMID RIG j JN:9497 \ PI STA.41+6826 \; __8Gb1_ �2'--,----a _-w Q N. (TOTAL NTRAIL E=6645504.6055 181.3077 `% Jr \ \ `` _ ———— ___ ��-- --_�� - o a' CURVE R=5114 \ �\ ` Y _2L`d- - 44+00 CATO SPRINGS TRAIL 45.00 PI STA 41+59.84 Dc=114'3529.61' ` OF YJA ro _ ----.- N=625167.6127 R1G1� ���--__. \ E=664493.3212 L=39.75' ` \ 505+23.30 PC p11TD -- --_—+---- --_- ---- --_ -- R=50.00' Delta=45'32'57'LT. III40'LT 1t/"....- '' I Dc= 114°3529.61' T=20.95 �\ W— 4 N. L=65.91' CHORD=N62'15'45'E-38.71' �� . Ft/-- ----------- --------------------- Della=75°31'58'LT. --- y+‘na \ �, �3 - ____ _ - 508+00 \ T=38.74' --- 0` \ �� 42+p0255i. - '- - - -' - - '- - -' - - U CHORD=N77°75'15'E-61.24' i _ }3c1'29 fi - N 507+00 - -.'--- co N ���--- R/W % % -t- � N a NY�y H / J' -1 -o' • foil f,r I LL ' ��--- / t431DI x'4 L ` I/1_—� 506+1N1 _ co Gm Q< Q �Y+ \—• HIGHWAY 265 CENTERLINE — \ /R/W ti� ` Z ' -Is C ' _i I n ASHC JOB N0.9497 J -1 i ` + EDGE OF AIRSPACE EASEMENT— Q /' / \ i N J Z �— W CURVE NO.16A(fOTALTRAIL) o�;+0f� o l"a o w / -I J 0 I- R/ - R/ 6 ,-1 . 1 t —R/WAR/WAR/W R/W R/W / R w< I- V Ce R/W R/W Z . 65 PROPOSED Z \ W A Z ro �, DRIVEWAY APRON D RIG R/W-- / w W U -I +00 •- % GH co o . R/W W > m �n1 \ W' / J a W Z CURVE\16(AIRSPACE EASEMENT) R/ co r a . ,, /CURB AND GBEGIN PLITTER/WN3189p3E Rlyl.� } o I- / ft/W/ POINT OF SITE PLAN ARID 1 COMMENCMENT W 505+23.30 PC / AIRSPACE EASEMENT /R/11 \4b 4AHTD CONC. /� / - STA 41+4727 TO STA R/W `9,5 MARKER wry s 45400 /R I W/ \ JN:9497 /630 v� / R/W JOB NO.:14047100 �w / N • / DATE:MAY,2016 t/W N. •16,„...... DESIGNED BY:JAJ SE COR / DRAWN BY: JAJ y1 `r�r NW114,SW 1/4 ?�• /•`ry N o ONE JAJ �¢a y/0 co6 r v \ FOU29-1ND IRON PIN AS / a�a sir nOCHON il• �p //V N. PLLAT FIHON ON SURVEY IF NOT ONE WM CC. / SCALESr. 2014-00016097 m DRAWING NUMBER \.' `, Fin EWE STANCES SHOWN ARE GRID DISTANCES. Y-101 m 0`.4i SHEET 03 a 3a _N • UMBER / I 2 CA TO SPRINGS ROAD LLC / I CURVE NO.20 765-15,143.006 / PISTA.50+10.70 / N=625776.1136 E=665075.0655 4)o, R=20.00' GARVER �Y�y I 4)o,\la ARKANSAS STATE Dc=286.28'44.03' 20 s / / FU HIGHWAY COMMISSION L=31.42' o 7C't z- Q Delta=90°00'00'RT. '- "'o w / I 0 T=20.00' o tic I CHORD=N41'20'18'E-14.14' a / d :S 3 ` I U: CURVE NO.20 P 4t�./ GP•6 ' CURVE / Q I. - ~.� P1 STA.47+64.41 1 9 / N=625572.5560 c / y�/� ?o. E=664954.6801 / i w'L�dp — 7 . PROPOSED CENTERLINE R=400.00' 4 CONSTRUCTION OF CATO SPRINGS TRAIL / Dc= 14'19'26.20• / \ CURVE NO.19 i� 4 i �` L=85.86' ��t I F i i �/ Delta= 12°1T56"LT. y Ci EXISTING EASEMENT / T=43.10' ti BEGIN CONTROL ACCESS ,' �/� �% CHORD=N46°18'17'E-85.70' 1 p EDGE OF AIRSPACE EASEMENT — _��� d 508+20.18' 51012252 �► 494-00�' Ii R/W12%'0�g'E—R/W ---- R1Wf - _�- 'F140°�Jim_ • yip- - PI STA.49+56.38 O --"fir. 512+00 -,- N=625719.5305 • E=665078.8865 508+00 509+00/ 510+00 511+00 . PROPOSED CURB AND GUTTER Dc 5•29'34.68' 0 - I - - - - - - vh Deli-=45.88' rt HIGHWAY 265 TT==24.133.4soo-LT. g a w c co-0 N� -40CHORD=N18'14'49'E-44.7T co N HIGHWAY 265 CENTERLINE o z co• / m ASHC JOB NO. ro W / V R/W --�R, a v —R/W /W R7 R/IM R/W R/W R/W R/W —R AHTD RI HT OF WAY 1=178.88'8=1121.49 DELTA=09"0820• 511+95.76 Q 3959%RT F. 508 2 .56 EDGE OF AIRSPACE EASEMENT h � Q Q AHTD RNV / W 1$ 01A.CAP !L 5'X5'CON 4.Q UNREADABLE Q -I 42r- LU (Z: s,0oLv 2v Q Cl ARKANSAS STATE W¢ Ct U / ker HIGHWAY COMMISSION r 2 . Z ^�F_ W $ 0 n ,�9S X02 Qa Z J m / -7, 4, � LLui cT >cT Lo Z F- / ti ao Uua Ut / SITE PLAN AHTD AIRSPACE EASEMENT . STA 45+00 TO STA 50+47.07 JOB NO.:14047100 F. DATE:MAY.2016 F DESIGNED BY: JAJ DRAWN BY: JMMR 4,7*/ 2 W BOMMNON W Q QCOMM OMYNIG M N O ,- Ng WNW OKE NCH ON w 3 GRAPHIC ACCORDINGLY.SCALESWESSAADJUST 20 0 10 20 40 DRAWING NUMBER cia V-102 o c IN FEET> ALL DISTANCES SHOWN ARE GRID DISTANCES. SHEET 04 a ax NUMBER f • CARVER • 2 2._ / CURVE NO.20 /4,;4?`9� ARKANSAS STATE PI STA.50+10.70 PROPOSED COMBINATION �� HIGHWAY COMMISSION N=625776.1136 CONCRETE CURB AND GUTTER E=665075.0655 Q/ PROPOSED COMBINATION R=20.00' P CONCRETE CURB AND GUTTER - Dc=286°28'44.03- Q L=31.47 Della=90°00'00•RT. �yQQ'., //` CURVE NO.22 ' CHORD=N41'20'18•E-14.14' `4C j /� / PI STA.52+25.88 e ' N=625941.3133 CURVE NO.20 Q ` E=665189.5440 CURVE NO.19 Dc=571 744.81' PI STA.49+56.38 c / / L=35.35 PROPOSED CENTERLINE N=625719.5305 + Delta= 20'15'08•RT. CONSTRUCTION OF CATO SPRINGS TRAIL E=665078.6865 a c:i // / T=17.86' R=60.00' o e /° e• CHORD=N31'2T59'E-35.16' Dc= 95'29'34.68' .. /�: /. / / L=45.88' t m Delta=43°49'00'LT. c - as _ /�' >/' l CURVE NO.22 EDGE OF AIRSPACE EASEMENT PROPOSED T=24.13' �, '' CHORD=N18°14'49•E-44.77 a ca. ,�'•' � .� i --:111114" RUNNING WALL CURVE NO.19 ,� i a. 5' "� ♦♦ , 52+00 _, u ON ///•� --- .by \ ---- ....-,,,.7:„.., ' — 53+00 �- �n X00__--in i iii/' ��__♦ \w •♦\�1 _ 1 %- ~N413.30' i- _/____.:__ o O :- 0 Bit 1 _ :" Nr„............4%____.4---- .... i at . + 1,3 4 • i _ , + _ w • ~ �� - __ CAT M PRINGS ss+o----»= - -__ S TRAIL a n fEn- .._._ - EDGE OF AIRSPACE EASEMENT +O ' _ .-.. ------"../ = / - +00 • 00 v _, _•'- :' - 513+78 : " -t ._--- ..._.._. .._. V �. Z I - [7a a+ - -- --- ---in.-.------• - _ CURVE N0.23 '.�. RECONSTRUCT CONCRETE ISLANDA:: / i U PROPOSED COMBINATION HIGHWAY 265 CONCRETE CURB AND GUTTER WITH VARIABLE WIDTH BERM b CURVE NO.23 - - - -'- - - -•--,-__ _ E CURVE N0.21 HIGHWAY 265 CENTERLINE PI STA.53+87.32 ! - - ----EL END STATIONING RELEVANT r N=6260623309EL TO ASHG JOB NO.9497 CURVE N0.21 I • PI STA 50+53.44 I R=500.00 9601 444 ��+� a - N=625779 3911 i J J E=6651262823 Dc= 11'273296• R=10.00' Zen Deltas-2 6'4718•LT. �y��Q `�' QiA --1 J Dc= 572'57'28.06' �� T=29ss ,c�•q�I` i ,r,�,X10 w �, g w = L=11.34' .D �, CHORD=N38'11'54•E-59.20 Delta=64°59'54'LT. + �?OJ Al?'OJ co a I- z T=6.37 0 -....•-. y % / 5 z (n w CHORD=N53°50 22•E-10.75 Aftti4 / w K Z J Q' ARKANSAS STATE 461:A.0� lay Si• m HIGHWAY COMMISSION • / Ll d d w Z O wS) Qao .- \\_ o U Ii F- INTERSTATE 49 CENTERUNE ,tp•/ JOB R40013 SEC 10 SITE PLAN AHTD • �i• AIRSPACE EASEMENT STA 50+47.07 TO STA 55+00 i e JOB NO.:14047100 i XDATE:MAY.2016 DESIGNED BY: JAJ / , DRAWN BY: JM W W / OAR a Ma FDI ON Oftlank• DRAWN o x / GRAPHIC SCALE..- ....sr 6Nm WENCH ON 3 .��_i 20 0 10 20 40 ADAST SCALESSMETACCORDINGLY. Li I. , � � � DRAWING NUMBER a ,•` b9IE: c IN FEET I V-103 et New ALL DISTANCES SHOWN ARE GRID DISTANCES. SHEET �LL C w 3� NUMBER C \ \ •.z. \ • CARVER ARKANSAS STATE �o�� �`' ARKANSAS STATE HIGHWAY COMMISSION \ HIGHWAY COMMISSION • / INTERSTATE 49 CENTERLINE JOB R40013 SEC 10 �O • ��OJ \ 0J�O �yOJ� r 0���► �P� • o�` 44 CCURVE I STA. 2557+942 • ��IV ��Q' N=626403.7734 • .ca E=665525.749 (` N. R=500.00' ' / \ Dc= 11'2733.0' m �� L=46.63' PROPOSED CENTERLINE / \� Delta= 5'20'37*RT. CONSTRUCTION OF CATO SPRINGS TRAIL //// 7=23.33' RETAINING WALL/ ' \ CHORD=N33"4606'E-46.61' o ;:'"•;; '•-...''- '-"r--",� �'T - :-.:Z., T•. __-_-• iiiii1i _ \\ CURVE Na 25 i EDGE OF AIRSPACE EASEMENT I ON --- ---- --- t -- ------ -- - --5+°----_/ •iss.se. % _--�-- 56wo CATO'SPRINGS TRAIL: �� _ �- 6+00 --- 57+00 \ _ 69.14' _ p 'N34'48Y5'� --+-----'-- •---y— —I- �T ' N31`054rE 59M0 Off' / ` - -1 -- -- /- • -- �---�'- / /_- \ -- 1 -- -I ----- ---- -----�-----•-----�- 00 -61-- C7 i ca in � M F J L-— W EXISTING BRIDGE PIERS JEDGEOFRSPACEEASEMENTJ CURVE NHWAY265CERLINE .� /// HIGHWAY 265 CURVE NO.24 - I 1 / PI STA 56+89.78 --- -.-•------•---- - -- --- ------- Q Q N=626310.7338 \ - - - - - - - - - - - - - � -4..„ E=665469.6313 D. �.° /• R=500.00 \ PROPOSED COMBINATION c,', i Q J_ / a� Dc= 11'2733.0' CONCRETE CURB AND GUTTER a�- W Z id i{ L=32.35 WITH VARIABLE WIDTH BERM .--0,-2-.4_ rt J J_ / �` Delta=3'4727*LT. \ •o, J O T=16.18 CHORD=N32'S702'E-32.35' GRAPHIC SCALE W W• = •� \ - 20Tgini to 20 40 Z w• Z / ARKANSAS STATE I W L1 J / HIGHWAY COMMISSION \ 1 ( IN FEET) Q 4 Z J m u_0 i aWZ • Ow• ° > < <0 o OLL 0u. 1- SITE PLAN AHTD AIRSPACE EASEMENT STA 55+00 TO STA 60+00 w JOB NO.:14047100 DATE:MAY.2016 DESIGNED BY: JAJ Ill DRAWN BY: JAJ 2 x BAR 6ONE KJ/ON OWCOULORAWING �' 2g SHEET.▪ T ONE ICH ONIRS 3 4 SGYES ACCORDINGLY. ae DRAWING NUMBER w a H ALL DISTANCES SHOWN ARE GRID DISTANCES. SHEET O 3 06 NUMBER • . GARVER • so '-2 o ARKANSAS STATE - HIGHWAY COMMISSION - • • 0 • ti Z m - 0a m n -- �...-J i ' a m o a u, EDGE OF AIRSPACE EASEMENT 1 r, . I Z 0 Lia PROPOSED RETAINING WALL I - ja --------- -------------------------- ------'------- 1 - - - -------- ------ --- L� 65.00 PQ m 60+00 61+00 62+0o m 63+00 l --�--_ 64+00 _ • -%_ 35115 -- _,@ F p ---�-- --+- -'- io---- �, -NW-40'1 ¢ --�- --�-----�----+--468. `IQ'----4-----•-----'-----•-----"----- --- ----�---- - _��T- Z �, N3s•zs E CATO SPRINGS TRAIL ----� 1� n { ; y__ • /f - -- - n • i L G C.) I •i ` cwo c+ CURVE NO.26 0, nr- _ _. ------ PROPOSED CENTERUNE m + PROPOSED 236 Q !o 50 PEDESTRIAN BRIDGE 'c: -Q CONSTRUCTION OF CATO SPRINGS TRAIL - - - - , -. -_-. -•-- - - 0_ EDGE OF AIRSPACE EASEMENTN..... - -'--._.---.._----------� -----'-----•-.... ---------- - -.._ - -T--- ,y W Z - - - - - - - - - - - - HIGHWAY 265 - - __ -J Jog HIGHWAY 265 CENTERLINE CURVE NO.26 -I m W U PI STA 62+99.53 PROPOSED COMBINATION • 1 N=626806.9343 T Z co w Z CONCRETE CURB AND GUTTER ! E=665823.4215 HIGHWAY 265 OVERPASS W z o J Z WITH VARIABLE WIDTH BERM `-, R-500.00' LU Z ,_I 2 Dc= 11.27'33.0' �w � > m L=19.5T = aW Z ARKANSAS STATE \ De1 a= 2`14'33•LT. . i• 0 m HIGHWAY COI.MISSION , CHORD=N35°19'08*E-19.5T ;,\ . 4 t O } U� 0u_ i- SITE PLAN ARID tf, AIRSPACE EASEMENT STA 6O+00 TO STA 65+00 �o « JOB NO.:14047100 Li DATE MAY,2016 DESIGNED BY:JAJ GRAPHIC SCALE DRAWN BY: JAJ Li v 20 0 10 20 40 ���,�INCII� u) ORIGCLLL DRAWING -a oar - ( IN PEEP) IT Th $ZONE NCH ON O nag east.AOwgr 3 SCALES I OIGN. uu DRAWING NUMBER V-105 CC e i ALL DISTANCES SHOWN ARE GRID DISTANCES. SHEET 07 NUMBER • • GARVER • -7.1. 4.%••• PROPOSED TRAIL CONNECTION \ TO HIGHWAY 112. \ , \ • ` ARKANSAS STATE p'P\ ay�2. ` \ HIGHWAY COMMISSION C CURVE N0.29 \ 1 i OO�$ CURVE NO.29 \ l a PI STA.69+75.71 1 -9 DOWEL!CEMETERY N=627400.9328 P.-% n y2 765- 54?7-000 E=30.00' .3712 r 2 a -- 0 Yt ' p R=3190' _ �` C' Dc= 190'59'09.4' / 02� L=43.33' a'x • i • �0�� 189+98.68,298.81'RT Tom--126.432°4508'RT. y y*. AHTD 4X4 CONC. CHORD=N43'45'24'E-39.66' / tt 0 PO SHOWN ON AHTD PLANS q %' /�� �� Q` ;�� �' Z PROPOSED.CENTERLINE mss' JN:4706SEC38JN:40039 .. '/ �♦ 6 O CONSTRUCTION OF CATO SPRINGS TRAIL RI - •. �• ♦ m PROPOSEDDITCH $ �PGGRSS ' '' ! ' m �'�--_��♦♦ .��D �♦ ,14 Ai 9. Z 1G i h s• ♦ _ CT • i EDGE OF AIRSPACE EASEMENT- 1 �� ��'' ♦♦♦/ �\ ♦♦♦♦♦ m O • CURVE NO.28 �, � ♦` ♦♦ `\ ♦♦ j • PROPOSED 236 - - -- 68.4°3 nC Q P. PEDESTRIAN BRIDGE - _-F-'• _ > Ir . -II 141.67 --• �i - _ y / ♦ ♦5 • �: / RINGS- Y35sE - / ��sss400; -� (-• \_ 67+00 COQ- -ii __7_77.77_ - �'': ♦♦, W. -_ m �Y M -----'----- -� 353.0.5 65+00 _ - - -• - 4---- -- -'-'{- --� ---------- -" -C.2__________---- -------: J U • N4"17'S2'E CURVE N0.28 F ( s • _ _ -- r PI STA.68+54.63 532400 - \ - N=627279.3963 1 f Y E"' -- • I [] t, ❑ --I -mom- PROPOSED RETAINING WALL E=6661123187 / \ % CC L, O � ' m R=100.00.--..-- Q +rn ^' 531+00 --DC"=57'17'44.1T \ D_ • - / ^' 'L o .-1--"'- L=40.47' / '‘ Q J �" / m 53D+00 - -.- - - Della=23'11'05'LT. 529+40 I— - T=20.51' Y -`, \ ZO — — — — — HIGHWAY 65 - - - CHORD=N13'S8.22-E-40.19' ‘44 . -1g:1 uv on / / / (::t \ \/ LU NO + I y p m N • HIGHWAY 265 CENTERLINE r w Z /' o --7 CURVE NO.27 tO PER AHTD JN:40039 ./r �Q. •\ a Z_ r PI STA 66*77.46 s ;t 6 • `Q w - - m _ /• - N=627119.5241 !� v H ANS O STATE 1 /' CURVE NO.27 E=666035.8398 +-'y'? / 10 r 1.�' w J 0r w Z ri1GkWA 1'COi:?lAISSIOid R= 28'3' •ter,.., / "r 110 \ Q jjj O O I. � � Dc=26'38'52.4' o _ / Della0=1 8'37'57'LT. EDGE OF AIRSPACE EASEMENT ' / \ \ : L r Q Q Q T=15.10' Lai U < H BEGIN STATIONING RELEVANT CHORD=N29'S754'E-30.10' / APPROXIMATE HIGHWAY 265 CENTERLINE TO ASHG JOBS NO.40039 8 4706 SEC.3 SITE PLAN AHTDSEE NOTE ON CONTROL SHEET 2 1 AIRSPACE EASEMENT / • STA 6540010 STA t� 69+92.61 •-•:„.6.:,,,,lioc x / JOB NO.:14047100 tz f DATE MAY,2018 / DESIGNED BY: DJC w / t DRAWN BY: DJC • .100, 1 8.110 ONE 11401 ON �y(.'1 01,0001.DRAWING F Q w CO 2 ,,, 1 0-1 c rcr+oror�Ewa�oN •INS SHEET.AonLsr SCALESACCORDINGLY. 6 GRAPHIC • SCALE DRAWING NUMBER / 20 0 10 20 40IN V-1 06 H� - 3 • AALL DISTANCES SHOWN ARE GRID DISTANCES. ( IN FEET) SHEET 08 NUMBER • • I SW9 .•30 GARVER PROPOSED TRAIL CONNECTION TO EXISTING SIDEWALK S=t,_NV:1/4 I EDGE OF AIRSPACE EASEMENT DOWELL:EUETE;y / _ t; i" ek PROPOSED TRAIL CONNECTION i I I / r II f TO EXISTING SIDEWALK r Q �� 1 I I J I �3Q _ •60 ' / ur CURVE:IJ0.30 c / UNIVERSITYCE,REA SAS.. ....7 1 L'l�i'✓ET.SiTY�F tFK1!•:S4S / r ♦ (AIRSPACEEASEMENTI ! i65-'S•713-Q6C r 388I 1 ;6Y•'t.`:4l)?.;�00 :PI STA.7.1+46. ! . •�.. :N=627416.2224 I WI • / t'E s+6662969203 I / 1 I OI t'Dr ST'17'44.81' 3 • CURVE N0.29 Q� / De8a= 4.58'09'RT. 1 END AIRSPACE EASEMENT i• T=4.34' ) 1 STA 71+50.72 CL TRAIL 1 �t flj' ' CHORD=N8T3T02'E-867' :u 1 CATOSPRWGSTRAIL ( ( i ' i • `, oa ) STA 533+3283,69.04'RT. 1 ;P44I\ n 1 HWY 265 AHTD JOB 40039 / J: :• • t I ( m ` _ Et, _ 70«00 _ ,asa3' '' `----------------------------- ', t ( ( '' -�•. '07'S8'Ei--- 'i, _ 17PROPOSEDOFFSThMLEASBMENT n. 1 I 8r6+69 ! r ; PROPOSED 105`PEDESTR�F • ) ` i',��: ` S� gS `�,.�` I I m as Q• 1 PROPOSEDT}INNEL1NINCTIIVALL ): a m Y D CURVE NO.30A-._ `�0.qr. ` ( ( O 3 h 1 j m v CURVE N0.30 � I w a ., / !I quo • A\pRiA. `.• V C7 O v 26 t , • °° �', PA , • SS (-21- & 1 Pli:0 1 � �\ CURVE NO.30A JP,,,,,, �; •• • CURVE NO.31 PI STA.74+5971 2 r?av 1 , :..., \ (TOTAL TRAIL) !sl H t • PI STA 71+5896 SAO, �?• `\ � N=6273427388 I ', PROPOSEDRETAWING•WALL•`--_ N=6274172897 �\ �♦ c ry E=666601.1379 z I m AND TUNNELWINGWALL s""•..„ E=666309.4536 \/P �` R=350AD' Iw mt 1 :"•;'.. -I \�` R=100.00' isy � Oc=16'?212.80' ( x 4. • Dc=ST1T499' \ L=40021' • 1 $ „..///:,-,' :� EDGEOFAIRSPAGEEASEMENT._ _ L=3357 ..?�\� � Delta=65'30'552W RT. ( Y Q 4. a 1 �r T--�169T 19'12'16'RT. \\,\ �•` CHORD=S42.5d19'E-378.76' ( Q fF 1 ? EDGEOFAIRSPACEEASEMENI CHORD=S85.1S54'E-3336' \19).°4-.)--44 \�\ �� EL R7:• F(� •' ".. _ '�T Ri • . ♦ CURVE N‘.31 J Q / it l4sB $ • I • FHTpeR��yr. RAMP , tii°To P ���y� ��' • ��. ( w z l— e j f 44.: y p HC JN:4706 SEC.3 °� `\ • _i J O IaR AHTD ALM. ,, I x s , 'Or. FSS DISC 1.5'DIA IP °x47 •� �. m O = r / /11, :�N R.qy Wq r -, / lib 4'' \ • •elfr , 6 t. ( W H F Z ' g'r : / .. . I P.R 7J!S''.S STtiTE 1 j► \�. `� I Q Z m a'• / : `� ii:GFlWA`i COM••!iS:ti:' • '. '- \\. •, lL w Z 4. PROPOSED COMBINATION F.ps I U_ d J CONCRETE CURB AND GUTTER Pik \ ' • Oco r I• ., \•: • . �I ,2;-16.,73 \ N:\ ��� I SITE PLAN AHfD • AIRSPACE EASEMENT • •7 ' HIGHWAY 265 CENTERLINE �' ;\ ,• • • I STA 697-61 TO STA • +,, ASHC JOB NO.40039 •, I 71!5072 \ I ,,, � JOB NO.14047100 w 1 F ••` GATE MAY,2016 DESIGNED BY:JAJ • NW{�� DRAWN BY:JAJ F V lM60Ye�Olfil yy QA�JW 0111e1r10 M Y • I • 6110T OW MOM R oar IHOSNISTADMIT • • GRAPHIC SCALE 20 40 DRAWING NUMBER • V-107 R%; `\\s�` ALL DISTANCES SHOWN ARE GRID DISTANCES. SHEET „dam (IN FEET) NUMBER 09 gegingammarisao . 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TOA UIP.L A- _ • DRAWN FLOYDR/PR7NDIlIo� R,AONNSTCW REVSIONS Na 10M7L^ In NGaA= AOUwSQPRT SD4ASI6 s • '` 0 DESCRIPTION OF ACOU/RED JOB FEDERAL AID SHY. TOTAL THE EXISTING R/W SHOWN IS WITHIN THE LIMITS NUMBER PROJECT NUMBER NO. SHTS. OF THE R/W COVERED BY THE FOLLOWING COURT ORDER PROPERTY AS RECORDED EXISTING RIGHT OF WAY IN THE COUNTY CIRCUIT AY 40039 I RIGHT IGHT OF F WAY I 3 I 6 .De Nn MIT. AUTHORITY DIX PAGE DATE CLERK'S OFFICESEE DEED 94W 26s =FT ORDER•GENE LTHRAWER 01J000E L Ap KNE-66 ..,,. RECORD coR ESE CONSTRUCTION 968 AT D 1 /�� RECORD INFORMATION BELOW j • DIRECTION DISTANCE m- .53 /�/ \\ T-16-N 9 R-30-W • RAOI US LENGTH rt..„ ... /i L2 N 11'47.11• E 45.40 N L4 N OB•04.53' E 27.10 CI 447.62 43.93 vn \ ,716E Cr%IA LS S 86.37.38• E -48.78 C5 527.62 32.02 CDR RN ' P s L6 N 88'21.44' v 6.61 \ rA2RER 0 FE E •:. p FE EW'W �. L30 S 8.04'53• V 24.01 / \ .'a . Lal H 66.54.44' V 49.39 .( 132 N 23.32'5• E 24.93 \ L33 S 85.46.1 B' E 26.83 BEGIN R/W ACO.JOB 40039 / \ T L34 S 2'31.5' V 4.76 A1RBR OFf fW L35 S 2.31.5' V 29.88 \ L38 N 2r I t'35' V 5.15 STA 533.78.71,F.AP:STPEGC-9/42!51 N E NW L36 N 86.1P 25 V 40.01 i \ T 139 S 41'34'2' V 40.31 L40 S 34.26'32' v 15.26 -4x4[DNC \ T .g ae 141 S 33.29.1 B' V 29.79 T 9� L76 SN823'3 35' E 27.63 • 29 L86 N 70'13'8• V 18.61 SE NW ` \\ '\ r st 1 '� 29 \ \ \ ' Os j \\ \` `\ lraRDrr \ \y C• DOWEL CEMETERY \\'\ 1, >m ��W tD TC° O O a i)si ® PONT O!D EW \ T 1\ TCE \\ \' 1=Al RES 179 AG: S�i �*',CONST.C/t SURVEY C/L „.g5• PJ.•532.2729 PJ.532.2029 ® *\ \ \A' In UnzI •_ 17• --Y,EHATCHED AREA DENOTES AIRSPACE \ 0.d�aao� p[�T3o30�tr \\ a o tee•, 3 / ..i'/ \ PERMIT AREA DATED: L t- 4Or �. '\ \ T• TCE N - � % /'/ BROAD\ ACRES R• 95493 R• 49822' < r . \ TCE / - pub t0 \�1 i. \ nYir as / I • \ • 2N'�I �. 7T*A, x• , tots ..1. \m\ ��,�® ..c, /: I 3 /41i .....-- Luc O 'P ® O \ f0 ON .\ d Tn "ti1 V CEY r�sT' pgt6KE 132, / / • TCE �'n_ OIj EX.R/W b C/A JIS ..,h-` • 'a WR x•`'`\ o C_ •R. ;�T *� Ts•��5� J?SE `♦ `vv.\ HU \�1 Tn + [ar r Wt 1 �-r a� ssu �c• ��Ste.✓ �'► X15/ Chat 4' 4 ( 2 \\4x4 Done o �.• evs m '� . 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RIGHT OF WAY MAP I I RES.•1298 ACs clEo/4 JOB 40039WASHINGTON CO. 1 NYE RLIRU1T0EDiR7 L95.6DA -_ �/ r /. NONDATE DES[RDjT,ON BY CK'p 9.94 REVISIONS L.SPEED MICROFILM ORATTN,L.SPEED ICNECKED,G.ANOERSON REVISIONS --- t 3