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HomeMy WebLinkAbout91-16 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 91-16 File Number: 2016-0214 UNIVERSITY OF ARKANSAS MEMORANDUM OF AGREEMENT: A RESOLUTION TO APPROVE A MEMORANDUM OF AGREEMENT WITH THE UNIVERSITY OF ARKANSAS FOR PLACEMENT OF A WAYFINDING VEHICULAR SIGNAGE SYSTEM TO BE OWNED AND MAINTAINED BY THE UNIVERSITY WITHIN THE CITY OF FAYETTEVILLE RIGHT OF WAY 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 a Memorandum of Agreement with the University of Arkansas, a copy of which is attached to this Resolution, for placement of a wayfinding vehicular signage system to be owned and maintained by the University within the City of Fayetteville right of way. �%�� obi Y PASSED and APPROVED on 5/3/2016 = '� :FAYETTEVILLE ; . O l i Approved: ^� Attest: •f'� 'j'.'' '.O`��'`~4. zn'a/� 6 - 44ix Sondra E. Smith, City Clerk Treasurer Page 1 Printed on 514116 ". City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 b Lti (479) 575-8323 �1 a A Text File File Number: 2016-0214 Agenda Date: 5/3/2016 Version: 1 Status: Passed In Control: City Council Meeting File Type: Resolution Agenda Number: A- 11 UNIVERSITY OF ARKANSAS MEMORANDUM OF AGREEMENT: A RESOLUTION TO APPROVE A MEMORANDUM OF AGREEMENT WITH THE UNIVERSITY OF ARKANSAS FOR PLACEMENT OF A WAYFINDING VEHICULAR SIGNAGE SYSTEM TO BE OWNED AND MAINTAINED BY THE UNIVERSITY WITHIN THE CITY OF FAYETTEVILLE RIGHT OF WAY 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 a Memorandum of Agreement with the University of Arkansas, a copy of which is attached to this Resolution, for placement of a wayfinding vehicular signage system to be owned and maintained by the University within the City of Fayetteville right of way. City of Fayetteville, Arkansas Page 1 Printed on 51412016 City of Fayetteville Staff Review Form 2016-0214 Legistar File ID 5/3/2016 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Jeremy Pate 4/15/2016 Development Services / Development Services Department Submitted By Submitted Date Division / Department Action Recommendation: Approval of a Memorandum of Agreement with the University of Arkansas for placement of wayfinding vehicular signage to be owned and maintained by the University of Arkansas in the public right-of-way Budget Impact: Account Number Fund Project Number Budgeted Item? No Does item have a cost? No Budget Adjustment Attached? NA Previous Ordinance or Resolution # Original Contract Number: Comments: Current Budget Funds Obligated Current Balance Item Cost Budget Adjustment Remaining Budget Project Title Approval Date: V20140710 CITY OF vi e ee ARKANSAS MEETING OF MAY 03, 2016 TO: Mayor and City Council THRU: Don Marr, Chief of Staff CITY COUNCIL AGENDA MEMO FROM: Jeremy Pate, Development Services Director DATE: April 15, 2016 SUBJECT: Approval of a Memorandum of Agreement with the University of Arkansas for placement of wayfinding vehicular signage to be owned and maintained by the University of Arkansas in the public right-of-way. RECOMMENDATION: Staff recommends approval of a Memorandum of Agreement with the University of Arkansas for placement of a wayfinding vehicular signage system to be owned and maintained by the University of Arkansas in City right of way. BACKGROUND: The University of Arkansas is planning a project to install and maintain a wayfinding vehicular signage system on and near the University Main Campus properties, as well as the Agricultural Extension Center and Research and Technology Park. This project has been coordinated with the City's regional wayfinding signage program to reduce redundancy and direct visitors and residents to public destinations. Approximately 55 vehicular signs are planned, 32 of which are required to be placed in City of Fayetteville right-of-way and the remainder within AHTD right-of- way. Location plans and designs are included as an attachment to the packet. DISCUSSION: The City's rights of way are commonly utilized for the installation of signage directing users of the transportation system to public destinations. The City and University have coordinated unique wayfinding sign programs, enabling visitors and residents to find their destination to public places more easily. Wayfinding signs are permitted within the city right-of-way subject to the criteria of §174.01(A), with which the University will comply. Similarly, the proposed MOA specifies construction and maintenance requirements for the wayfinding signage to be installed and maintained by the UA, and details relocation responsibilities if the need arises in the future. BUDGETISTAFF IMPACT: None. Attachments: Memorandum of Agreement Construction Plans Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 MEMORANDUM OF AGREEMEMENT BY AND BETWEEN BOARD OF TRUSTEES OF THE UNIVERSITY OF ARKANSAS, ACTING FOR THE UNIVERSITY OF ARKANSAS, FAYETTEVILLE AND CITY OF FAYETTEVILLE, ARKANSAS REGARDING PLACEMENT OF WAYFINDING VEHICULAR SIGNAGE SYSTEM BE OWNED, AND MAINTAINED BY THE UNIVERSITY OF ARKANSAS IN PUBLIC RIGHT OF WAY IN THE CITY OF FAYETTEVILLE, ARKANSAS WHEREAS, the University of Arkansas, Fayetteville, Arkansas (The University) is located within the city limits of the City of Fayetteville, Arkansas; and WHEREAS, the City of Fayetteville owns and maintains certain streets and alleys throughout the University Campus; and WHEREAS, the University has developed a project to install, maintain and replace if necessary approximately 55 Vehicular signs, as located at the Agricultural Extension Center, University of Arkansas Fayetteville Main Campus, and the Research & Technology Park; and WHEREAS, approximately 32 vehicular signs are required to be placed within public right of way (City of Fayetteville); and 23 vehicular signs are required to be placed within public right of way (Arkansas Highway and Transportation Department) NOW THEREFORE, the University and the City of Fayetteville, Arkansas agree that the proposed Wayfinding Vehicular Signage System installation shall be implemented and maintained in accordance with the following stipulations. STIPULATIONS CONSTRUCTION AND MAINTENANCE PLAN The University will hire a contractor to install all 55 signs, as shown in Appendix A (Vehicular Wayfinding Program Construction Documents, Message Schedule, Vehicular Sign Locations, and maps (four pages) of each of the three locations). The following list includes all conditions to install, operate, repair and maintain a vehicular signage wayfinding system in public right of way for purposes of wayfinding to the University of Arkansas Fayetteville Main Campus, Agricultural Extension Center, and the Arkansas Research & Technology Park; a) The existing right of way owned by the City of Fayetteville shall not be unnecessarily and unreasonably impaired or obstructed without prior written consent of the City of Fayetteville. b) No fees or charges of any kind shall be imposed by the City of Fayetteville upon the University for the breaking or opening of any highway, street, road, sidewalk, or other public places for the construction and/or maintenance of the wayfinding signage system. The University, however, shall be responsible to complete all repairs incurred as part of the construction and maintenance of the wayfinding signage system substantially consistent with the established specifications and standards of the City of Fayetteville. c) The University's contractor shall at all times keep and display the necessary danger signals and property guards around all excavations and obstructions and shall keep sufficient space in good condition for the travel of vehicles on at least one side of all excavations and obstructions; and soon as practicable, restore all openings on the highway, street, road, sidewalk, or other public places to condition equally as good as before said openings or obstructions were made. Anything to the contrary notwithstanding, if the University or its contractor needs to close a lane or roadway, either partially or in whole, to construct or to repair the signage system at any time during the life of this Memorandum of Agreement, then the University or its contractor shall give notice to the City, and the City must give approval for any such closure in advance. The City agrees to cooperate and respond to such requests in a timely manner. d) The University and its contractor shall do no injury to any highway, street, road, sidewalk, or other public places except as specifically allowed, nor with any public or private sewer or drainage system, or water lines, now or hereafter laid or constructed by the City of Fayetteville or by any authorized person or corporation; but no sewer or water pipes, electric conduits, telephone or TV cables shall be so laid as to interfere unnecessarily with the wayfinding signage system. e) Pursuant to Article XII, Section XII of the Arkansas Constitution, the University may not enter into a covenant or agreement to hold the City harmless or to indemnify the City from prospective damages. However, with respect to loss, expense, damage, liability, claims or demands, either at law or in equity, for actual or alleged personal injuries or property damage arising from work performed under this Memorandum of Agreement by the University and not from the negligence or willful misconduct of the City or its employees, representatives, agents or subcontractors, the University agrees with the City that: (a) the University will cooperate with the City in the defense of any action or claim brought against the City seeking the foregoing damages or relief; (b) the University will in good faith cooperate with the City should the City present any claims of the foregoing nature against the University to the Claims Commission of the State of Arkansas; (c) the University will not take any action to frustrate or delay the prompt hearing on claims of the foregoing nature by the Claims Commission and will make reasonable efforts to expedite any such hearing; provided, however, the University reserves its right to assert in good faith all claims and defenses available to it in any proceeding in the Claims Commission or other appropriate forum. The obligations of this provision shall remain in effect so long as the University operates the wayfinding signage system. f) The University and/or its contractor shall furnish promptly to the City of Fayetteville's proper authorities or the Arkansas One Call system any and all information which may be asked for by them in regard to the size, location or depths of any of the signage foundation, in any form whatsoever, and any other information in regard to its occupation of roads, highways, streets, or public grounds of the City of Fayetteville, which they may demand. g) Where the signage system is installed within the City of Fayetteville's designated public right of way pavement repairs in areas under existing pavement shall be substantially consistent with the City's specifications and details. h) Reports detailing work undertaken pursuant to the terms of this Memorandum of Agreement (MOA) shall be submitted weekly by the University for review by the City Engineering Division. Such reports shall include any proposed changes and problems encountered in the efforts to carry out the terms of this MOA. The City also reserves the right to visit the project site at any time to ensure that work conducted meets standards as set forth in the MOA. i) Should the City of Fayetteville make any improvements to the roads, highways, streets, or public grounds within the limits of this MOA and the wayfinding signage system is in conflict with the improvements such that the improvements cannot be executed or it places the signage at risk, and the wayfinding signage system is determined to be within existing right of way owned by the City, then the University, at no cost to the City, shall relocate the wayfinding signage system so as not to interfere with such improvements. Conversely, if any improvements to the roads, highways, streets, or public grounds which are in conflict with the location of the signage system are outside existing right of way owned by the City as of the date of execution of this MOA noted below, the party responsible for the improvements shall be financially responsible for the wayfinding signage system relocation. II. DURATION This MOA will only expire if ownership of the wayfinding signage system line is transferred to a utility that has a franchise agreement in place with the City of Fayetteville. Ill. TRANSFER This MOA shall not be transferable unless approved in writing by the City of Fayetteville and the Board of Trustees of the University of Arkansas. IV. AMENDING THE MEMORANDUM OF AGREEMENT Should any of the signatories to this MOA believe that the terms of this MOA are not being met, or cannot be met, that party shall immediately notify the other signatories and request consultation to amend this MOA. The parties agree to act in good faith to resolve any issues incurred over the term of the MOA, consistent with any applicable laws, codes or ordinances, and with accepted professional engineering practice. The process to amend this MOA shall be conducted in a manner similar to that leading to the execution of this MOA. V. TERMINATING THE MEMORANDUM OF AGREEMENT This MOA shall not be terminated except by the authorized respective representatives of the City of Fayetteville and the Board of Trustees of the University of Arkansas. VI. COUNTERPARTS AND SIGNATURES This MOA may be executed in one or more counterparts, each of which shall be considered one and the same document. The parties agree that copies of faxed or PDF copies of the signature pages shall be deemed a valid and binding upon each of them. Vii. GOVERNING LAW This MOA shall be governed and construed under the laws of the State of Arkansas without regard to its choice of law principles. By entering into this MOA, neither the City nor the University waive any immunities to suit that are or may be available to either of them or their respective officials, trustees, representatives or employees. SIGNATORIES BOARD OF TRUSTEES OF THE UNIVERSITY OF ARKANSAS, ACTING FOR THE UNIVERSITY OF ARKANSAS, FAYETTEVILLE 1r Tim O' nr4II Interim Vice Chancellor, Finance and Administration Date 1/? 5-5 aoiLQ Lioneld Mayor, The City of Fayetteville, Arkansas Date 6 Via m rim �z1f,6i Arc Q I_Q uj 0 �sAve Ball Alive FlAV lJOi i/.ii`r le t K7. aw cf� U (AI. p Iuqio L _2 Co V 4D CJ C ra:,}1 ,411titf}AIUj I O v II -JItnp i�, -i �yI and.l 61 10 u] 0 Co 0 Co UeULgon8 sclol n I -'t OAV kklC jpj 1S n'tt�;y b ctlV.IPlt lJ J 0 � s f E 43 2ti p Il ejSk: .. onv luau+'s.# ,.And 7.111,��r UesuJilS a C O U) ry U 0 Vale Ave tip n` 'V J14iLT.Y.4 I:a Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign contenl Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content 7Ir "9,'2031 University of Arkansas ul. Wayfinding Plan: Vehicular Sign Locations Ai, Krli S!kS SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 2 101 Position sign in grass approximately 200' north of entrance to Agriculture Extension Center (north of Altheimer Dr ) and 16' west of the edge of pavement, beyond existing roadside ditch. SIGN LOCATION STREET NAME TYPE NUMBER Cassatt Street ST 5 102 Position sign in grass approximately 100' east of Garland Ave. and 6' beyond the edge of pavement. SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 2 103 Position sign in grass approximately 200' south of entrance to the Agricultural Extension Center (Cassatt St.) and 8' beyond the edge of pavement Sign height must be adjusted to ensure proper clearance above the road surface due to the roadside topography. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations ;," iv', AF LKANSAS ♦, t� rY� Y "y�4. SIGN LOCATION STREET NAME TYPE NUMBER Altheimer Drive ST 5 104 Position sign in grass approximately 100' west of Garland Ave. and 6' beyond the edge of pavement. s _ Sign illustrated in the photo does not contain actual en ssage(s) See message schedule For actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 2 201 Position sign in grass approximately 50' north of N. Hughes St. and 7' behind the back of curb.. , - - - Sign illustrated in the photo does not contain actual message(s) See message schedule For actual sign content rte; SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 4 202 Position sign in grass approximately 300' north of Cleveland St. and between the curb and sidewalk. Avoid sign overhang into the roadway, and ensure 7' clearance for pedestrians. Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign coolest Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 ri University of Arkansas Wayfinding Plan: Vehicular Sign Locations ARKAN SAS II Sign illawraled hn tae Paolo does ,,at coniaen oelua(rnessoga(&) See message scheduI r - aclual sign Aomom Sign illustrated in the photo does not contain actual message(s) See message schedule let actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Cleveland Street ST 4 203 Position sign in grass approximately 100' east of Garland Ave and 1' south of retaining wall. Sign height may need to be adjusted for topography and to provide clearance for pedestrians SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 4 204 Position sign in grass approximately 100' south of Cleveland St. and 4' behind the edge of sidewalk. SIGN LOCATION STREET NAME TYPE NUMBER Garland Avenue ST 4 205 Position sign in grass approximately 410' north of Maple St. and 3' behind the back of curb (between the curb and sidewalk). Sign cannot be placed closer to intersection because of existing signs and bus stop Avoid conflict with street trees and highway signs. t I a Sign illualralod in the phglodau . not norilorn 0Elual 0n5@9). Se o nie55iye h hn¢Fulo fur actual Sin content Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations SIGN LOCATION } STREET NAME TYPE NUMBER Maple Street ST 4 206 Position sign in grass approximately 18' west of Lindell Ave. and 2' behind the back of sidewalk. Avoid conflict with light pole. Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content. SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 4 207 Position sign in grass approximately 125' west of Garland Ave. and 2' behind the edge of the sidewalk SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 4 208 Position sign in grass opposite exit from admissions visitor lot approximately 2' behind back of curb Position sign between parking spaces and avoid existing parking meter. Sign Illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas us Wayfinding Plan: Vehicular Sign Locations SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 6 209 N I - Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s). See message schedule Inc actual sign content. Position sign in grass approximately 200' east of Stadium Dr. and 3' behind the back of curb. Position sign between parking spaces and avoid existing parking meter. Remove all red visitor parking signs that are observed. SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 6 210 Position sign in grass approximately 85' east of Stadium Dr. and 15' behind the back of curb. Coordinate with future widening of Maple St SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 5 211 Position sign in grass approximately 115' south of Maple St. and 4' behind the back of sidewalk. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations tars-tr,.�o::1t 1. SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 6 212 Position sign in concrete sidewalk approximately 172' north of Stadium Dr. Garage entrance and 6' behind the back of curb. Location must be coordinated with Athletics Department. Sign illustrated in the photo does not contain actual message(s) See message SChed le to -® -- SIGN LOCATION STREET NAME TYPE NUMBER Existing Garage ST 4 213 __________ Position sign in grass area i r approximately 90' east of Stadium Dr. and 2' behind the back of sidewalk. Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 6 214 Position sign in grass area approximately 145' south of crosswalk at Stadium Dr Garage driveway and 6' behind the back of sidewalk. Avoid conflict with adjacent underground utility and avoid obscured view from tree range from GoogleStreetview Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas H Wayfinding Plan: Vehicular Sign Locations .,1 S,gn illustrated in the Plato does not cAnla4n aG1nn1 mn tSo i{o) $cu massage sc1lednto for actual sign comeni. Sign illustrated in the photo does not contain actual message(s) See message schedule ror actual sign content Sign illusl raletl in the phole does not contain actual message(s). See tic ssage:sehnduln for nctttil Sign conten{, __/ SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 5 215 Position sign in parking lot approximately 305' west of Stadium Dr. and 2' behind the back of curb. Final placement should be selected so that it does not impact parking spaces. Location must be coordinated with future sidewalk project. SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 6 216 Position sign in grass area approximately 250' east of Razorback Rd. and 4' behind the edge of pavement. SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 1 217 Position sign in asphalt approximately 225' south of Maple St. and 2' behind the back of curb. Sign may need to be accompanied with some protective measures, i.e curb, pavement markings, etc. Location must be coordinated with future sidewalk project Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations l St%I I,'Ill ARKANSAS SIGN LOCATION STREET NAME TYPE NUMBER Cleveland Street ST 6 218 Position sign in grass approximately 215' west of Whitham Ave. and 4' behind the edge of pavement. Avoid conflict with underground stormwater culvert. Avoid overhead utility lines.. Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 4 219 Relocate existing posted speed limit sign to the east along Maple St Position sign at current posted speed limit sign, approximately 163' west of Wilson Ave between sidewalk and retaining wall. S gn tllest rated 01 the pliom 110O5 net conf.nn 001011 me5nagnrtsl See , ,rssa{re 001100010 !ar actual srpn CAftenl SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 5 220 Position sign in grass approximately 130' east of Arkansas Ave and 2' behind the back of sidewalk. Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations SIGN LOCATION !'+''•" STREET NAME TYPE NUMBER a*�ti►t?.; Maple Street ST 6 221 Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Position sign in grass approximately 95' east of Arkansas Ave. and 2' behind the sidewalk. Avoid conflict with existing parking lot signage. SIGN LOCATION STREET NAME TYPE NUMBER Arkansas Avenue ST 4 222 Position sign in grass approximately 210' south of Maple St and 4' behind the back of curb. Avoid conflict with the first on -street parking space. SIGN LOCATION STREET NAME TYPE NUMBER Maple Street ST 5 223 Position sign in grass approximately 165' west of Arkansas Ave and 2' behind the back of retaining wall. Sign height will have to be adjusted (lowered) because of retaining wall height. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 ton fliuslrpkd in the photo does nut conloin um lupl n en ets). See fnascugge ,(Merlin for actum sego co(,lent Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations r its t <, ARKANSAS SIGN LOCATION STREET NAME TYPE NUMBER Arkansas Avenue ST 4 301 Position sign in grass approximately 200' north of Dickson St. and 2' behind the back of curb in area between back of curb and sidewalk. Final placement should be selected so that it does not impact parking meters or car doors. Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Dickson Street ST 4 302 Position sign in bulb out approximately 170' east of Arkansas Ave. and 2' behind the back of curb. SIGN LOCATION STREET NAME TYPE NUMBER Dickson Street ST 5 303 Position sign in grass approximately 260Duncan Ave. and 4' behind the back of curb, in between curb and sidewalk. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations L_ i.A SIGN LOCATION STREET NAME TYPE NUMBER 7a; . Duncan Avenue ST 5 304 ,r v Sign illustrated in the photo does not contain actual messages) See message schedule for actual sign content L (-rragefram tnaag)eS£rcctvresv Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content 1 — A� wn. urd Sign illustrated in the photo does not contain actual message(s). See message schedule For actual sign content Position sign in grass approximately 100' south of Dickson St. and 4' behind the back of the curb. SIGN LOCATION STREET NAME TYPE NUMBER William Street ST 4 305 Position sign between property line and aligned with EB traffic along William St. Location is currently under construction. Coordinate sign location with future sidewalk, curb, and existing utility cabinet. Place sign 2' behind the back of sidewalk. SIGN LOCATION STREET NAME TYPE NUMBER William Street ST 4 306 Position sign in grass approximately opposite exit on to William St. and 2' behind the back of the curb. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations ARKANSAS SIGN LOCATION STREET NAME TYPE NUMBER �:�.,�` p� Harmon Avenue ST 4 307 Position sign in grass approximately opposite exit on to Harmon Ave. and 3' behind the back of the curb SIGN LOCATION STREET NAME TYPE NUMBER Duncan Avenue ST 4 308 Position sign in grass approximately opposite exit on to Duncan Ave and 4' behind the back of the curb. �t, •t ,,r .<<, G wCOThfl_ -: ��� SIGN LOCATION STREET NAME TYPE NUMBER Duncan Avenue ST 5 309 Position sign in grass approximately 100' north of Center St. and 2' behind the back of the sidewalk. Be certain to position sign north of existing utility pole. 5=�o _�'•� L c,T >.s i.i c�.a. Th a nesraq rnessace -rh . „ Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations '•'�. -A \.: A ti 9epn illustrated In the phele dae .nei Malian auluol ano"e(S) See messupe sehadula for auuat sag" cunleni Sign illustrated in the photo does nat contain actual message(s). See message schedule for actual sign content ci I Sign illustrated in the photo does non contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Center Street ST 6 310 Demo a small portion of sidewalk and position sign approximately 25' east of Duncan Ave. and 2' behind the back of curb. Avoid conflict with street trees. Place sign west of first tree, nearest Duncan Ave intersection. SIGN LOCATION STREET NAME TYPE NUMBER Harmon Avenue ST 5 311 Position sign in grass approximately 100' north of Clinton Dr and 2' behind the back of curb. SIGN LOCATION STREET NAME TYPE NUMBER Center Street ST 6 312 Replace existing sign in grass approximately 83' west of Harmon Ave. and 4' behind the back of curb adjacent to the multi -use path. Existing sign reads "Clinton Dr Begins Here"; replace or relocate to avoid conflict. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations K V"� :.'s r ,; s rJ� Sign illustrated in the photo does not contain actual message(s). See message schetlule for vial sign content �Ir 41 VIA _Y Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content �d� MAY. .d� •�� 4 1 - 1 sf Image from Googlesrreetview Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Clinton Drive ST 5 313 Position sign in grass area adjacent to Fayetteville High School gravel parking lot (northeast corner, near property line), and 2' south of sidewalk SIGN LOCATION STREET NAME TYPE NUMBER Clinton Drive ST 5 314 Position sign in grass approximately 200' east of Stadium Dr. and 2' behind the back of curb. SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 4 315 Following realignment of Stadium Drive, position sign in grass approximately 100' south of Clinton Dr. and 4' behind the back of curb. Position sign between curb and sidewalk provided there is adequate width. Alternate location is 4' behind the sidewalk (east). Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 Sign illustrated in the photo does nor contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does net contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s).. See message schedule for actual sign content 7/31/2015 University of Arkansas ui Wayfinding Plan: Vehicular Sign Locations SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 4 316 Position sign in grass approximately 250' north of Clinton Dr. and 2' behind the back of sidewalk. Avoid conflict with transit shelter and signage. SIGN LOCATION STREET NAME TYPE NUMBER Stadium Drive ST 5 317 Following realignment of Stadium Drive, position sign in grass approximately 16' north of athletic field entrance (280' north of MLK Jr Blvd.) and 2' behind the future sidewalk. SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 1 318 Position sign in grass area approximately 420' north of MLK Jr. Blvd. and 20' behind the back of curb at Mitchell St. (3' behind edge of sidewalk). Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations .,,,,„ ,rr ARJ(AN SAS SIGN LOCATION STREET NAME TYPE LLJ NUMBER 4.. 4 Razorback Road ST 2 I 319 Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Position sign in grass area approximately 200' south of Meadow St and 8' behind the edge of pavement. Coordinate with future widening of Razorback Rd SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 3 320 Position sign in grass area approximately 100' north of Walton St and 8behind the edge of pavement. Coordinate with future widening of s. Razorback Rd Avoid buried fiber optic utility lines. f, &rr I 'd -;.;... -r :r:. _ „ ..L: .r.l:::ot µ rcn rtCnl SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 2 401 Sign illustrated ,n the photo does not contain actual message(s) See message schedule for actual sign content Position sign in grass area approximately 150' north of 15th St. and 3' behind the back of curb (between curb and sidewalk) Avoid conflict with street trees and highway route sign. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations I rl lyr I) I)I A KAh SAS SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 3 402 Position sign in grass area approximately 100' south of 15th St. and 8' behind the back of curb (approximately 2' behind back of sidewalk). Sign height must be adjusted to ensure proper clearance above the road surface due to the roadside topography. Sign itIusIra Iad in the photo does not contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 2 403 Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content Replace existing sign in grass area approximately 212' north of Cato Springs Rd. and 8' behind the back of curb. SIGN LOCATION STREET NAME TYPE NUMBER Cato Springs Road ST 5 404 Position sign in grass area approximately 150' east of Razorback Rd. and 3' north of the back of curb. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 Sign illustrated in the photo does not contain actual message(s). See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign coolant University of Arkansas Wayfinding Plan: Vehicular Sign Locations A1LKAl ''SAS SIGN LOCATION STREET NAME TYPE NUMBER Razorback Road ST 2 405 Replace existing sign located approximately 200' south of Cato Springs Rd. Place new sign 8' behind the back of curb. Sign height must be adjusted to ensure proper clearance above the road surface due to the roadside topography. SIGN LOCATION STREET NAME TYPE NUMBER S. School Road ST 3 406 Replace existing sign in grass area approximately 410' north of AR Research & Technology Park entrance approximately 6' behind the back of curb SIGN LOCATION STREET NAME TYPE NUMBER S. School Road ST 3 407 Position sign in grass area approximately 250' south of AR Research & Technology Park entrance approximately 4' behind the sidewalk. Remove existing green sign for AR Research & Tech Park. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 7/31/2015 University of Arkansas Wayfinding Plan: Vehicular Sign Locations ARKA\ti;1S 71 1. Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign conlenl Sign illustrated in the photo does not contain actual message(s) See message schedule for actual sign content SIGN LOCATION STREET NAME TYPE NUMBER Exiting Tech Park ST 5 408 Position sign in grass area approximately 100' north of Cato Springs Rd. and 6' behind the back of curb. SIGN LOCATION STREET NAME TYPE NUMBER Cato Springs Road ST 6 409 Position sign in grass area approximately 200' west of the AR Research & Technology Park entrance (95' west of Emma Ave.) and 4' behind the back of curb. Note: All final locations may change based on available right-of-way VHB and/or arrangements with affected property owners. 2015 CLOUD University of Arkansas Vehicular Wayfinding Program Construction Documents January 07, 2O15 T 1 BASIC STANDARDS 1.1 Logo, art, color, material and typography specifications SIGN TYPE DRAWINGS AND DETAILS 2.1 Sign elevations, graphic layouts and construction details Vehicular -Large Signage Overview 2.1 Vehicular -Medium Signage Overview 2.2 Color Callouts 2.3 Sign Type PAGE 1 ST1 Elevation Drawings 2.4 ST1 Construction Drawings 2.5 2 ST2 Elevations 2.6 ST2 Construction Drawings 2.7 3 ST3 Layout Guidelines 2.8 ST3 Elevation Drawings 2.9 ST1-3 Layout Guidelines 2.10 4 ST4 Elevation Drawings 2.11 ST4 Construction Drawings 2.12 5 ST5 Construction Drawings 2.13 ST5 Elevation Drawings 2.14 6 ST6 Layout Guidelines 2.15 ST6 Construction Drawings 2.16 ST4-6 Layout Guidelines 2.17 1-6 Construction Details 2.18 PERFORMANCE SPECIFICATIONS 3.1 3 Sign performance, quality assurance and execution requirements IF - cc 1.1 UNIVERSITY OF ARKANSAS A2 University Wordmark 1.2 1 B 4*4* - A3 - 75'w x 37-3/8"h — Top panel A4 — 75"w x 24"h — Middle and bottom panels A5 — 50"w x 25"h — Top panel A6 — 50"w x 16"h — Middle and bottom panels B N A a.- ni TI- F rr CL CL CL CL Ct hI CL r CL.1I$I�'"1IIIIII. - LL ----- CL CL 51 Directional Arrow White rule around circle P white on blue background $6 Parking 1.3 I B A N A fil N a( TI- FA rr 1.4 B G ABCDEFGHIJKLMNOPQRSTUVWXYZ abcdefghijk[mnopqrstuvwxyz 1234567890?&:If( ) IN A Fc U Fc di TI- Cl Number Color Specification - color to match Fabrication Process P1 Umbra Gray Coraflon ADS7113030 Spray Coraflon Paint Reverse silk-screen matching transparent ink onto M1 -A P2 Light Brown Coraflon ADS8304030 Spray Coraflon Paint P3 Red Coraflon ADS43030XL Spray Coraflon Paint P4 Black Coraflon Black—ADS230103N Spray Coraflon Paint P5 White Coraflon ADS White Spray Coraflon Paint P6 Hazel Woods Behr 460E-7 Spray Coraflon Paint P7 Newburg Green Benjamin Moore HC -158 Spray Coraflon Paint P8 Coppertone Benjamin Moore 2161-10 Spray Coraflon Paint P9 Grapevine Olympic D11-6 Spray Coraflon Paint P10 Seed Brown Benjamin Moore 2096-10 Spray Coraflon Paint P11 Metallic Bronze Matthews MP20305 Spray Coraflon Paint P12 Aluminum Gray Coraflon ADS2305 Spray Coraflon Paint 1.5 B G CI P -I fc rE di Ri Sr P: 8• TI- F rr u„u "cu, wuL. Cast Bronze Matthews Intl. — Control Sample 2 Cast Bronze: Edges sandblasted, dark oxidized coloring, 1.6 and clear coat. B C3 Bronze sheet Matthews Intl. — Control Sample 2 Bronze sheet: Horizontal brushed surface, dark oxidized coloring, and clear coat. I G C4 Clear Anodized AAM32C22A41 (215-R1) Aluminum sheet: Horizontal brushed surface, and M Aluminum clear anodized. - sl ■ CS Brass sheet Must match color C2 above Brass sheet: Horizontal brushed surface, dark oxidized 3 coloring, and clear coat. 8, Number Product Specification - color to match Fabrication Process Ni 8, M1 -A 3M Scotchlite Reflective White, 3930 Vehicular - Surface Applied D Reflective Graphic Film 6 i2 M1 -B 3M Scotchlite Reflective White, 3290 Gateway - Surface Applied Reflective Graphic Film 8' M2 3M Opaque Vinyl Olympic Blue, 180C-57 Surface Applied ■ M3 3M Opaque Vinyl Cardinal Red, 180C-53 Surface Applied M4 3M Opaque Vinyl Harvest Gold, 7725-105 Surface Applied M5 3M Opaque Vinyl Medium Gray, 180C-31 Surface Applied M6 Bronzetone Plaque Dixie Graphics - Control Sample 3 Etched Zinc Plaque with Bronzetone Finish and r: Matte Clearcoat M7 Zinc Plaque Dixie Graphics - Control Sample 4 Cast MS iZone CMYI< graphic - Matte Finish Permanent Fusion of Graphic Image and High Pressure Laminate TI - FA Cr KANSAS of UNIVERSITY OF ARKANSAS - Visitor Parking 0 Agricultural r Extension Ctr UNIVERSITY OF ARKANSAS Agricultural Extension Ctr � 2.2 UNIVERSITY OF ARKANSAS Agricultural Extension Ctr 12-4 2.3 1 S 6" HH Transparent ink to match P1 paint color � P1 Mask and spray graphics onto painted background Ti - FA C( i- 2.4 C S -3" 6', 2 Posts, 3 Panels) — Front Elevation View Side Elevation View Back Elevation View scale: 3/8"=1' o" scale: 3/8"=t"•o" Li S M Vi tc Sf Ni gi Ni ai V( tr tc B bi ai Fi Al G Al fa In Si (S di IF FA cc 1 /4"T ® � .��--�-- JJL I; rt ©Message Panel Attachment Detail - Plan View Section scale: i 112'l' -O" --1— l 1/2" Post Beveled In Edge Detail - Plan View Section S scale: i 1/2"=1'-0" l- 2.5 1 C 1/16"thick bronze tone strip of aluminum attached to face of panel. 6"C r Surface screened graphic. Reference approved art. 1❑ 1/4"thick aluminum panel with surface applied 1'-2 1/4" 3'-10 1/2" 1'-2 1/4" 3M #3930 reflective vinyl digital print. I 114"� 51/4" J 1❑ strip room tone 2 1/4'thick aluminum u -channel is stitch welded q .__�s__, ,r.:- /� strip of aluminum f attached to face of panel. she t the length of totbee channel ando the seamless. aluminum 1' 3116" — U / sheet. Grind welds smooth ~� 4 �' I 3❑ Countersunk screws (painted to match u -channel) 1 1/4' attach u -channel to the post. 3"-1 3f6" 1'-0" 3' 1 3ly�,��.�— 3 A3 E4 5"x 5" x 1/4"thickwall, painted, aluminum square 2'-0" post is inserted into 6" x 6"x 1/4" thick wall aluminum post. 1' „ 6"x6"x1/4"thickwall,pai.nted,aluminum square —1C2" --j1/2post with 1/2' beveled in edge at the top only. 1/2" beveled edge where the two aluminum ' (}" 1'-0" 2'-0" A4 posts intersect. Grind down welds to be smooth and seamless. 7•-q" 1/4" thick aluminum cap is fillet welded to top of post. Grind down welds to be smooth and seamless. '-T 1'-0" 2'-0" A4 ❑8 Breakaway footer is inserted into a concrete foundation and attaches to 6"x 6" aluminum post. �, Fabricator to provide details for available breakway footer options. -Y ---l` �`�- ❑9 Concrete foundation to be engineered by the Entire face is a digital print. fabricator. Fabricator to verify all site conditions and measurements prior to shop drawings and 3M custom inks directly printed to 3M #3930 high fabrication. -1_� intensity prismatic"white" 112~ reflective sheeting with 3M approved UV/ graffiti vinyl I5 over -laminate. 'J 5'-1 /4" ' � n .�J"r�" d ' � • Apr, r'r• ". .`« t' •tie y� r` - S L; Ri Ia ai N P' Sc G TI rE gi if St N Pi m al is Cl TI- F cc 6., 6,. p r F A o .• ap 1 p'�. ' .. .. •- .;Y*Y• .. . .. . _ .. ill s • . s 4 s ' 2.6 C lS L. S M Vi tc SE M gi M ai VE ti- tc B bi ai Fi Al Ct Al ai In Si di fc TF FA cc 5 7L_! f 5 6 — -- ---- 112" ®Message Panel Attachment Detail- Plan View Section Post Beveled In Edge Detail - Plan View Section Scale: 11/2"=1'•6" ! scale: i 1/2"=1'-0" 1/16" th i ck bronze tone strip of aluminum 6" attached to face of panel. 1/4"! 5 1/4" d_1�'� 1' 3116"' — —.' �1 1/4" 2 -0" lA2" 6" re face is a digital print. custom inks directly ited to 3M #3930 high nsity prismatic"white" o -reflective sheeting with approved UV/ graffiti vinyl r -laminate. messages and iws are reversed out of kground. Symbols are ited on surface in )ective colors. 2'-0" 1/2" fi-21/4" 3-101/2" A3) A4 8 3/4," Surface screened graphic. 1'-2 1/4" Reference approved art. 1/16"thick bronze tone strip of aluminum j attached to face of panel. 5'-8 1 /2" 5'-1 /4" 2.7 C is 1/4"thick aluminum panel with surface applied 3M #3930 reflective vinyl digital print. 1/4" thick aluminum u -channel is stitch -welded down the length of the channel to the aluminum sheet. Grind welds to be smooth and seamless. Countersunk screws (painted to match u -channel, attach u -channel to the post. 5"x 5" x 1/4"thick wall, painted, aluminum square post is inserted into 6" x 6"x 1/4" thick wall aluminum post. 6"x 6" x 1/4"thick wall,painted, aluminum square post with 1/2" beveled in edge at the top only. 1/2" beveled edge where the two aluminum posts intersect. Grind down welds to be smooth and seamless. 1/4" thick aluminum cap is fillet welded to top of post. Grind down welds to be smooth and seamless. Rg Breakaway footer is inserted into a concrete foundation and attaches to 6"x 6"aluminum post Fabricator to provide details for available breakway footer options. F9 Concrete foundation to be engineered by the fabricator. Fabricator to verify all site conditions and measurements prior to shop drawings and fabrication. U R, al fc N P' Si G TEI gi tr Sl N Pi to ai is CI TF FA Cc 2.8 1 C 6 Li S M Vi B tc M gi M ai V( 01 gi B bi ai Fi Al C( Al fa al In Si di fc TI - cc j 1 /4"T �---•-- ti 1/2" OMessage Panel Attachment Detail - Plan View Section Scaler 1 1/2"=1' 0" 1/16"thick bronze tone strip of aluminum attached to face of panel. 1 51 1'-3/16" 11/4' 3'-1318" 2.r0" Entire face is a digital print, 3M custom inks directly printed to 3M #3930 high intensity prismatic "white" reflective sheeting with 3M approved UV/ graffiti vinyl over -laminate. Post Beveled In Edge Detail - Plan View Section scale: 1 1/2"=1'-0" 6" 1'-21/4" 3-101/2" 1'-21/4" - -- 8 3/4" Surface screened graphic. Reference approved art. 1/16"thick bronze tone strip of aluminum attached to face of panel. 1/4" thick aluminum panel with surface applied 3M #3930 reflective vinyl digital print. 1/4" thick aluminum u -channel is stitch -welded down the length of the channel to the aluminum sheet. Grind welds to be smooth and seamless. Countersunk screws (painted to match u -channel) attach u -channel to the post. 5"x 5" x 1/4"thick wall, painted, aluminum square post is inserted into 6" x 6" x 1/4" thick wall aluminum post. 55 6"x 6" x 1/4"thick wall,painted, aluminum square post with 1/2" beveled in edge at the top only. 1/2" beveled edge where the two aluminum posts intersect. Grind down welds to be smooth and seamless. 1/4" thick aluminum cap is fillet welded to top of post. Grind down welds to be smooth and seamless. Breakaway footer is inserted into a concrete foundation and attaches to 6"x 6" aluminum post. Fabricator to provide details for available breakway footer options. Concrete foundation to be engineered by the fabricator. Fabricator to verify all site conditions and measurements prior to shop drawings and fabrication. Li R, La ai N Pt Si G TI re gi th St N Pi m al iC Ct i r +, "'tom , Ip��+.cc Align 1'-11/8" t 5'_1/2„ Align Align - l NIVEIBSiTY OF AR AANSAS University of 4T Arkansas ;5314" Visitor 4 518" 8112" rad1U5 �•--Par in Alin g Typical up arrow layout r See page 1.2 for details Arrow width is 6 3/4" and centered top to bottom on message panel Typical left arrow layout ila 15 - Agri -cultural 6314„Typical right arrow layout Extension Ctr S1 See page 1.2 for details Arrow width is 6 3/4" and centered top to bottom on message panel OTypical layout for 6" type - scale: 3/4"=I' -o" 2.10 L Li V P; LI U: di Pi N PI si TJ U: si Si A U: Si St 5' U: di Sl Tf- FA cc 6" 2.11 1 C M S M Vi tc Sf - 4`-2" -_--- M gi M ai VE ti- tc B bi ai Fi Al Ci Al fa al In Si di fc TF FA cc I- 1/2" 2.12 1 L OMessage Panel Attachment Detail - Plan View Section scale: 1 1/2"r1'•v" 6" I I 1/4" 1/16" thick bronze tone 51/4" strip of aluminum attached to face of panel. 81/8•' 7/8" 1,-4' 1'-4" 1/2" 1-4" 1'-4" face is a digital print. 3M ,m inks directly printed to 3930 high intensity prismatic e" reflective sheeting with (proved UV/ graffiti vinyl laminate. age copy and arrows irface applied tive 3M vinyl #3930 e" and show through view HWY-2-W font 1'-4" 4„ 8" 1'-4" Post Beveled In Edge Detail - Plan View Section scale: 11/2"=1'-0" HEQ EQ — A5) A6 A6 8 3/4" Surface screened graphic. Reference approved art. 1/16"thick bronze tone strip of aluminum attached to face of panel. 5,-9" 5'•1/4" 1❑ 1/4"thick aluminum panel with surface applied 3M #3930 reflective vinyl digital print. 2❑ 1/4" thick aluminum u -channel is stitch -welded down the length of the channel to the aluminum sheet. Grind welds to be smooth and seamless. 3❑ Countersunk screws (painted to match u -channel) attach u -channel to the post. 5"x 5" x 1/4"thick wall, painted, aluminum square post is inserted into 6" x 6"x 1/4" thick wall aluminum post. ❑5 6"x 6" x 1/4"thick wall,painted, aluminum square post with 1/2" beveled in edge at the top only. 1/2" beveled edge where the two aluminum posts intersect. Grind down welds to be smooth and seamless. 1/4" thick aluminum cap is fillet welded to top of post. Grind down welds to be smooth and seamless. Breakaway footer is inserted into a concrete foundation and attaches to 6"x 6" aluminum post. Fabricator to provide details for available breakway footer options. LI Concrete foundation to be engineered by the fabricator. Fabricator to verify all site conditions and measurements prior to shop drawings and fabrication. LU Ri al fc N P1 Si G TI rE gi tr st N PI rn 01 G al .» � FA - cc l7' l- 6„ J rt 4 • n . o � Q 2.13 1 C M S M V( B tc M hi M ai tE tc P, B' bi St Fi Al Cl cc Al fa m In Si di m TI - F1 cc 1 _ 5 . 1/4 1/2" 2.14 C Message !Panel Attachment Detail - Plan View Section Post Beveled In Edge Detail - Plan View Section scale: t l/2"=1'•0" ors scale: 11/2"=1'-O" S 6" 1/4" 1/16"thick bronze tone 5 1/4" strip of aluminum attached to face of panel. 81/8" 21 1'-4" face is a digital print. 3M n inks directly printed to 930 high intensity prismatic reflective sheeting with proved UV/ graffiti vinyl 3minate. ge copy and arrows rface applied :ive 3M vinyl #3930 /'and show through •iew HWY-2-W font /2" - EQ — Leaf Graphic: 50" Art panel A Surface screened graphic. Reference approved art. EQ 1/16"thick bronze tone strip of aluminum attached to face of panel. 8" 5-1/4" .. `� 8 3/4"[ -.---- '. 3 1 1/4"thick aluminum panel with surface applied 3M #3930 reflective vinyl digital print. 1/4" thick aluminum u -channel is stitch -welded down the length of the channel to the aluminum sheet. Grind welds to be smooth and seamless. Countersunk screws (painted to match u -channel) attach u -channel to the post. 5"x 5" x 1/4"thick wall, painted, aluminum square post is inserted into 6" x 6"x 1/4" thick wall aluminum post. E5 6"x 6" x 1/4"thick wall,painted, aluminum square post with 1/2" beveled in edge at the top only. 1/2" beveled edge where the two aluminum posts intersect. Grind down welds to be smooth and seamless. E1/4" thick aluminum cap is fillet welded to top of post. Grind down welds to be smooth and seamless. �8 Breakaway footer is inserted into a concrete foundation and attaches to 6"x 6" aluminum post. Fabricator to provide details for available breakway footer options. �9 Concrete foundation to be engineered by the fabricator. Fabricator to verify all site conditions and measurements prior to shop drawings and fabrication. L Ri la al N P' si G TI re gi tl- Sl N PI m al IC CI TF FA cc 2.15 C S M S M Vi B tc M hi 6" M ni fa w M s� B fr sl Fi A' w ftl A' fa m In Si di m TI - cc iii 1/2" 2.16 C ® Message Panel Attachment Detail- Plan View Section Post Beveled In Edge Detail - Plan View Section r scale; x x/2x',o" scale: i i/2"=i'-o" S L; R, Ia 1❑ 1/4"thick aluminum panel with surface applied al 3M #3930 reflective vinyl digital print. N O 1/4" thick aluminum u -channel is stitch -welded down the length of the channel to the aluminum P' sheet. Grind welds to be smooth and seamless. Si 3❑ Countersunk screws (painted to match u -channel) attach u -channel to the post. G �4 5"x 5" x 1/4"thick wall, painted, aluminum square TI post is inserted into 6" x 6"x 1/4" thick wall rE aluminum post. 6r gl EIiJ6"x 6" x 1/4"thick wall,painted, aluminum square tl" " post with 1/2" beveled in edge at the top only. - 1/16"thick bronze tone 1/4 St strip of aluminum 5 1/4" 11 [] 1/2" beveled edge where the two aluminum attached to face of panel. EQ EQ posts intersect. Grind down welds to be smooth N 7 1/16"thick bronze tone and seamless. P1 strip of aluminum 81/8 " 2 4 /attached to face of panel. 7 1/4" thick aluminum cap is fillet welded to top of IM ��= (A5 post. Grind down welds to be smooth and al 7/8 seamless. 2._1.. 8" 2,_1L is 1" 1 4 ❑8 Breakaway footer is inserted into a concrete cl g� ;_ foundation and attaches to 6"x 6"aluminum post. Y Fabricator to provide details for available 3'-0" breakway footer options. :e is a digital print. 3M 9 Concrete foundation to be engineered by the nks directly printed to fabricator. Fabricator to verify all site conditions 0 high intensity prismatic f �`7 and measurements prior to shop drawings and sflective sheeting with k" ] — fabrication. jved UV/ graffiti vinyl 1!2" inate. copy and arrows ce applied reflective #3930 "white" and ough print. v HWY-2-W font. 5'-1 /4" �.v 8 3/4 3 11/16" TI - 4 . ``. •: FA 2.17 Align 8" 3'-4 1 /4" Align �-- 31/4" INIVERSITY OF ARKANSAS1 Universes of Arkansas Visitor 5 314"tacirus Parkin ' Alan g Typical up arrow layout S1 See page 1.2 for details Arrow width 1541/2" and centered top to bottom on message panel Typical left arrow layout Typical right arrow layout gncuLturaL tos I o n C t r v 51 See page 1.2 for details Arrow width is 4 1/2" and centered top to bottom on message panel Dical layout for 4" type ale: 3/4"=l'-0" Tl- FP Ct „y ,a ! LOLL)!) Rebarcage Aluminum extruded tube upright Transpo B525 breakaway system Coupling Anchor Rebarcage Poured concrete footer (size to be determinded by fabricator) 19.1mm > 7OD (3/4') 28.6mm (1-1j8') 63.5mm Shims 3 Typical Detail — Transpo B525 scale: n.t.s 134mm (5-1/4"} Special Bolt I�—+•—� �� 178mm VQ F1I 47.6mm 44.5mm Vv 47,6mm (1-7 ) 264mm (1-1/8) $racket coupling Arlchpr L 4” x 4" x 1/4" wall aluminum extruded tube 5" x 5" x 1/2" wall aluminum extruded tube with beveled return ded and filed smooth 1- 2.18 C Is TF FA cc 1- 3.1 1 5 B ASTM A123 —Zinc (Hot Galvanized) coatings on products A Requirements ui merit and services necessar for p y fabricated from rodded, pressed and forged steel shapes, plates and bars. 1 Schedule shop drawings, product data and sample submit- ivery and installation of signage as tals for delivery at the same time. tail drawings. C TM B135 QQ-B-613 (Fed Spec) —Brass, Muntz 280 2 The owner may hold shop drawings, product data and ge schedule for a complete list of D ASTM B221 -Aluminum -alloy extruded bars, rods, wire, samples in cases where a partial submittal cannot be ntities. Signs listed on message shapes and tubes, reviewed until associated items have been received. atch those indicated on sign location notify designer of any discrepan- E ASTM D822 —Light and water exposure apparatus (carbon -arc type) for testing paint, varnish, lacquer and 3 Allocate not less than four weeks, plus mailing time, for ies by doing take -offs before manu- related products. processing by the owner. F ASTM E84 —Surface burning characteristics of building B Schedule at the following location: materials. 1 Submit schedule with all pertinent dates and milestones sas — Fayetteville, Arkansas G FS L -P -391 —Plastic sheet, rods and tubing, rigid, cast for the project. teners, support structures and elec- materials. 2 Include submittal delivery dates, fabrication and installa- equired for installation. H FS L -P -387 —Plastic sheet, laminated, thermosetting. tion dates I PS-i—Construction and industrial plywood. 3 Allow several weeks in schedule for review and revision J PEI —Porcelain Enamel Institute. time for all submittals. and painting requirements: all work K UL 943 —Fluorescent lamp ballasts. 4 Revise schedule regularly as project details dictate. fessional manner and to the highest L CDA—Copper Development Association, Inc. C Shop Drawings inal connections: all work shall meet M AWI—Comply with applicable requirements of "Architectural Woodwork Quality Standards" published NOTE: All final shop drawings must have an engineer - es. by the Architectural Woodwork Institute. ing stamp from a state licensed engineer before being �quirements as necessary for pedes- gfety. N ASTM C 88o —Stone, granite flexural strength testing approved for fabrication. 0 ASTM C 1354 —Stone, granite anchorage testing 1 Submit shop drawings as electronic PDF as outlined below. 2 Include plans, elevations, sections and large scale details ?ments of sign wording and lettering layout. Show anchorages and codes, sign ordinances and ADA 1.05 SUBMITTALS accessory items. Provide mounting templates. licapped and fire/life safety signing. A Bid submittal requirements 3 Show fabrication and installation details, including all sign components such as extrusions, brackets, bracing, hard - 1 All of the following bid submittals must be provided to be ware, internal framing, foundations, etc. :ode considered a qualified bid. 4 Provide engineering data to confirm viability of signs and Safety Code 2 All proprietary contractual paperwork provided by the cli- supports, including structural stability of all signs, fasten- ent filled out accurately, including all requested bonding ers and foundation design. JFPA 101 and insurance information. 5 Structural details must be reviewed and stamped by a 3 Submit completed line item bid sheet (file provided) with state certified structural engineer, ensuring structural State and Local Codes all requested line item prices. Ensure that all row and col- integrity and safety. atory Inc. (UL) umn totals add up properly. Use the provided format, do 6 For illuminated sign units, if specified: shop drawings shall not use a different spreadsheet format. also include the following: 4 Submit a projected project schedule with bid. Schedule a Fixture type. ds will show major milestones such as sample submittals, fabrication, and installation. The payment schedule will b Fixture and lamp/ballast voltage. itions of the following (as applica- be tied to reaching these milestones. c Fixture and lamp wattage. Crhorii II ,mill ha i inrlatari row i Iorl,, thrni iahni it tho TF FA cc 3.2 S continued) 1P s, including connection to building F Maintenance Data 1 Submit two (2) copies of each manufacturer's recom- number (fabricator MUST be UL mendations for maintenance of all items. 2 The instructions shall cover cleaning, repair, repainting and maintenance of signs, including data on cleaning solutions or methods of application which should be lifications information avoided. ,e of subcontracted work on this proj- 'ED 25% INCLUDING INSTALLATION. i.o6 Delivery of attic stock (if any) bmit credentials for any subcon- execute any portion of this con- A Package separately or in like groups labeled as to con - submitted with proposal or bid. tents. Wrap signs in protective plastic or plywood cas- qualifications for doing specified ing. Include installation hardware, adhesives and any installation instructions; include a reasonable array of alternate adhesives, fasteners or materials to be able to respond effectively to varying field conditions. s of each sample required. : right to reject any samples that 1.07 Protection onstruction, finish or color require- A Store and protect assemblies from injury at the shop, in itional samples as required to obtain transit to the job and until erected in place, completed, inspected and accepted. ibeled on the back, designating item B Take special precautions to prevent pilferage both ianufacturer, sign type and location, prior to and after installation. Be prepared to provide replacements for any material so removed from the site. iple submittals are required for 1.08 Inspection )Ies must be submitted and approved :ion of signs: A Materials, colors and fabricated or partially fabricated f all color samples including paint items shall be available for inspection at the factory or �s on thin aluminum plates. Samples elsewhere, by the designer during the process of manu- y marked on back. facture and until final delivery, installation and accep- tance, to determine whether or not there is compliance ') of match colors on reflective vinyl with the requirements of these specifications. s used on face should be represent- cess-reverse silk-screen of direct B Approval prior to the time of final acceptance shall not used to create samples. Samples preclude rejection of delivered items which do not sat - ly marked on back. isfy these specifications. bronze bar Wring two tubes slip sleeved, with 1.09 Reordering )n leg, weld to be ground smooth. A All items specified herein shall be available to the painted as specified,. Use Detail 4— owner in additional quantities for a period of io years ge 2.18 for sample. after completion of all work called for in this Dresent extreme variations in color specification. 1.10 Warranty All warranties must match warranty criteria mentioned in this performance specification. Complete and pres- ent to client finished paperwork for all separate com- ponent warranties. A Warrant all products (including, but not limited to, materials, hardware and finishes) against any and all manufacturing defects for a minimum period of 2 years from date of installation. B Correct any and all defects in material and/or workman- ship which may appear during the warranty period by restoring defective work to the standard of the contract documents at no cost to the owner and to the owner's satisfaction. C Vinyl die -cut letters shall be warranted for five years against delamination from substrate. D Correct any and all paint finish defects which may appear during the warranty period by restoring defec- tive work to the standard of the contract documents at no cost to the owner and to the owner's satisfaction. Paint finishes shall be warranted as following (see drawings for applicable specified finishes): i Fluoropolymer solvent -based paint —10 years for gloss retention as measured in accordance with ASTM D523 using 6o degree readings. io years for color retention as measured by ASTM D2244 Section 6.3 using Hunter LAB Color difference. E Additional corrections shall include, but not be limited to, the following: 1 Bubbling, crazing, chalking, rusting or other disintegra- tion of the sign face or of the messages or of the edge finish of the sign inserts or panel. 2 Corrosion developing beneath paint surfaces of the support systems (except when it is the result of obvious vandalism or other external damage to the paint sur- faces). 3 Corrosion of the fastenings. 4 The signs not remaining true and plumb on their sup- ports. 5 Fading of the colors when matched against a sample of the original color and material. 6 Discoloration of metal finishes. rF FA CC 3.3 S PART 2 - Products IP ;on 2.01 Quality Assurance will be provided by client as electronic files on a CD. ✓ design intent only. The fabricator is 'rication and overall level of quality. A Work done and materials furnished shall meet the high- Only use the layouts from these files. Do not use substitutes or attempt to re-create these images. engineering design, materials, fabri- est industry standards in every respect and, unless oth- erwise specified, materials and equipment shall be new 2 Refer to design drawings for placement of message or details necessary to the successful and of the latest design. copy and images project should be communicated to sociates, Inc. in a timely fashion. B Use only personnel thoroughly skilled and experienced B Artwork iges that impact the fabrication bid with the products and method for fabrication and instal- lation of signage specified. 1 The contractor shall be responsible for preparation le clear upon delivery of bid docu- of all artwork (including, but not limited to type, be disqualified for any unannounced C The client (or proxy) shall reserve the right to reject any arrows, imagery, drawings, photographs, symbols) !cification. shop drawings, samples or other submittals, as well as necessary beyond that provided with contract award ✓arded, further development and any finished product or installation, that cannot meet the standard of quality established. Any such decision and for any touch-up of artwork for photographic enlargement. Quality of artwork for finished signage igner's details (for fabrication and ected and should be shown in the will be considered final and not subject to recourse. shall be the responsibility of the contractor. The D The intent of the contract documents is to provide designer reserves the right to reject artwork if it fails everything necessary for a complete contract. In the to meet the standard of quality established. ;nizes that manufacturers may have event of conflict or omission, the fabricator shall con- 'chniques that differ from details changes in fabrication that do not sult the designer for resolution. 2.04 Materials :ent nor reduce the quality will be E necessary Materials and hardware not specified, butto P designer provided they are submitted the complete functioning of the sign, shall conform to A Steel angles/hardware oon as possible prior to shop draw- the quality level established. B Aluminum extrusions: for mounting plates and structural frames shall conform to ASTM B- 221, ring financial gains during fabrication 2.02 Preferred material suppliers Alloy 6063-T6. Shapes, sizes and weights of mem- y between the contractor and owner. Vendors and products listed below are specified for bers shall be as required for structural stability. All this project. These products have either been tested connections of aluminum members shall be hell -arc on prior projects and have delivered proven results, or welded, continuous fillets, ground smooth on all have properties unique to this project. Any suggested exposed faces, unless specifically detailed other - wise. Aluminum finishes shall be hereinafter speci- substitutions must have documentation demonstrating fied. the same level of quality and warranty prior to bidding. A Fluoropolymer paint C Aluminum sheet and plate: Type 5052-H-32 alloy Coraflon by PPG aluminum, thickness as indicated. For painted finish, 412•434.4i89 faces shall be etched to give an even satin finish and remove oxidation, then conversion coated to improve B Vinyl and vinyl coatings paint adhesion and inhibit corrosion. Surface shall 3M be belt -sanded for a smooth finish, edges filed and 800.443.938o ground then immersed in hot alkaline cleaner to C Cast bronze elements and etched zinc signs remove contamination. For anodized finish, prepare Matthews International for finish AA -M31 -C21 -A31. 800.950.1317 Provide clear acrylic polyurethane coating with a or satin sheen (25 degree gloss) finish using the BRACO Dixie Graphics system manufactured by Matthews Paint Company, 615.832.7000 Wheeling, Illinois (800.323.6593 or 414947.0700). D Acrylic adhesives Methods of surface preparation, coating and drying y should strictly follow those recommended by the TF FA Lord Corporation manufacturer. Fabricator to build up 3-4 mils dried cc 3.4 1 S (continued) n components: 6 Any footers or posts for signs will be placed in wet Ivent based -Coraflon ADS - PP concrete and allowed to fully cure in place before any ioropolymer finish with Z00% FEVE signage is attached or mounted to it in any way. n and an aliphatic isocyanate curing 7 Finish: All exposed faces of concrete shall receive a fin - loss is specified in design drawings. ish to match existing, adjacent surfaces. aluminum per SSPC SP-i. ADS wash G Adhesives. )S226 @ .03-.05 Mils DFT. 1 Acrylic and light aluminum panels - VH B tape :ect aluminum by uniformly penetrat- Very high bond acrylic tape for bonding metals and plas- hing surface pores. Coating should tics. VHB can be used on both finished and unfinished e barrier to weathering, airborne surfaces. Prepare surface by removing grease, loose 'fiti, industrial air pollution, mildew, contaminants and oxidized spots using an isopropanol g should not yellow, peel or flake, wipe down no more than fifteen minutes prior to adhe- guaranteed a minimum of seven sion. shall be pre -drilled in proper loca- -iming, painting or coating processes. z Heavy gauge aluminum sheets and components - -lave consistency of color and finish Lord 201 Acrylic adhesive )ject Two-part acrylic structural adhesive for bonding met- als and plastics. Series 201 can bond both finished and icess - Coraflon unfinished surfaces. Prepare surface by removing grease, loose contaminents :ratches using paintbrush, and oxidized spots. ng with a very fine grit sandpaper. Apply by spraying rolling or brushing on single surface icts on site immediately before spray- to produce bond lines 5-10 mils thick and both surfaces ions with scratches in one batch. to produce 25-50 mils thick. . Coraflon ADS and Component B Use Lord spec charts to determine correct accelerator Turing agent) Spray. Expected pot- process. t is four hours. Apply paint using a 3 Adhesive tape: closed -cell foam type with adhesive - available at: surfaces on both faces, Thicknesses and widths of tapes un.com shall be as required to safely secure signs to various lotion, feathering the edge of the wall finishes, but in no case shall be less than 1/16 inch thick and 1/2 inch wide. Adhesive tape shall be equal to Norton Sealant Tape No. fool Series. anels, adjacent areas and ground i overspray. 4 Liquid adhesive: Silicone Silastic 732 RTV adhesive/ !d against delamination for a period sealant as manufactured by Dow Corning )lace concrete shall meet the require- 2.05 FABRICATION 3300 and as follows: A Report any discrepancies between drawings, specifica- s are to be poured in place. tions and owner requirements and request direction from designer before proceeding. s are to be poured from thoroughly c concrete in order to prevent unrea- B Verify measurements in field as required for work fabri- ie finished casting. cated to fit job conditions. Before starting work, exam- ine adjoining work on which work of this section is in ,pecified "PSI Test" for strength: any way dependent for perfect workmanship and fit. 1' C Make work in ample time not to delay job progress and 0 Do cutting, punching, drilling and tapping required for attachment or other work coming in contact with signage work where indicated. E Changeability: fabricate signs in such a manner that each of the major mounting components may be removed and replaced with similar components by maintenance personnel, but not by unauthorized per- sonnel. F Construction: fabricate all joints, corners, miters, etc., with work accurately machined, filed and fitted, rigidly framed together at joints and contact points. Carefully match all work to provide a perfect continuity of lines and design, with metal in contact having hairline joints. Make joints of such character and assembly to be strong and as rigid as adjoining sections. Make exposed joints where joint is [east conspicuous. Corners shall be square as indicated. All edges shall be finished and free of saw marks. All edges exposed to pedestrian traffic shall be eased. Allow for expansion and contraction of materials from temperature changes, especially when two materi- als with different coefficients of expansion are used together. Detail signs to minimize deflection from snow, ice, water or their own weight. G Engineering: All shop drawings must be reviewed and sealed by a state licensed engineer. All sign types shall be engineered to eliminate buckling of any members, failure at any points, distortions or other damage. The system shall be engineered to be rigid with mini- mum deflection and rotation under stress and shall be able to withstand movement, shear and torsional loads. Exposed areas of signs shall not oilcan. Signs shall be designed as structurally self-supporting units. The sus- pension systems and substructure shall be designed by the sign manufacturer to perform in accordance with the contract documents. H Connections and accessories: weights of connections and accessories shall be adequate to sustain and withstand stresses and strains to which they will be normally subjected. TF FA cc 3.5 1 S (continued) its applies to all methods of fabrica- noted otherwise. Correct line breaks are indicated in the areas or lines with rounded corners, edge buildup Use clear coatings for durability, "Message" column of the schedule and should be fol- or bleeding, sawtoothing, etc., will not be accept - appearance and maintenance. lowed exactly. Braille line breaks shall match those of the ed. Execute all silkscreening from photoscreens �l material is stated in the schedules raised copy. Any problems in message layout shall be prepared from typesetter's reproduction of the copy I/or on drawings. brought to the attention of the owner for solution. specified. Typesetter's reproductions shall be the opaque background and opaque 2 Fabrication: execute all signs such that letter forms are actual size specified. All above work is included in this contract. Hand cut screens will not be accept - ins with illuminated faces, true and clean. Letter forms with rounded corners, or able. chipped, nicked, cut or ragged edges, will not be accept- pings ed. This applies to all methods of fabrication and copy b Die -cut messages: die -cut, pre -spaced, pre -aligned application, messages (numbers, words, phrases and arrows) 5 and fasteners required to secure 3 Copy: message copy on detail drawings is for layout pur- poses only. Actual copy is listed in the "Message" col- from 3.0 mil flexible film coated with continuous adhesive pressure sensitive backing to meet char- umn of the schedule. Certain copy may be provided later acteristics specified for surface -applied messages. do not expose fastenings on surface by the owner.edges Execute die -cutting in such a manner that all anless specifically noted otherwise. distort or discolor sign face surfaces 4 Capitalization: directions for upper and lower case are "Message" and corners of finished letterforms are true and clean. Letterforms with round positive or negative g �f concealed fastenings. found in the column of the schedule must be corners, nicked, cut or ragged edges, etc., will not followed exactly. be acceptable. [once: all fastenings shall be non- fsistant to oxidation or other cor- 5 Single or double faces: all signs that are double sided f the same composition completely will be noted as such in the drawings and message schedule. For double sided signs, the message will be 'oss sections, particularly when used se highest quality stainless steel indicated as "Side A" and "Side B" or "Side C" and "Side asteners. D". s or fasteners shall be compatible L Surface or subsurface -applied messages 'ials, shall not result in galvanic 1 Reflectivity and specular gloss cal interaction of adhesives and onstrable and sufficient strength for a Nonreflectorized message: 6o degree specular in accordance with ASTM Test D523. nd fastenings for exterior use shall 2 Thickness: as indicated in specifications herein. -i accordance with ASTM A153. 3 Color and color fastness ate and install signs with fastenings a Exposed surfaces and finishes shall show no discern - I actions imposed by use; 30 psf ible color change or chalking when exposed for s,000 ular to surfaces, water, ice, snow hours in an Atlas Twin Arc Weathermaster Model ar forces. HCDL-X, or equivalent, when tested in accordance concrete shall be cast in place. with ASTM D822. hall furnish instructions for the set- q Interletter spacing: follow examples in drawings. Show and bearing plates. Manufacturer sample inter -letter and inter -word spacing in sample sub - that the items are properly set dur- missions as specified. of the work. 5 Layout: positions for all messages, symbols, arrows, ork with fastenings of same color lines, etc., for all signs are clearly indicated on the draw - e components they secure where ings and shall be complied with. �d to view, unless noted otherwise. 6 Artwork: contractor shall be responsible for all final Dosed fasteners must be vandal reproduction artwork for all messages, symbols, arrows TF ave vandal -proof "spanner" type 7 Fabrication: cc �"orl nnk, ,,,itk o cnnriol rlriucr k0, r4 I - 3.6 1 S (continued) rates and conditions under which installed and notify the designer :ions detrimental to the proper and of the work. Do not proceed with .tisfactory conditions have been cor- nd components with concealed fas- !rwise shown. Refer to detail draw- thod. Verify each surface in field to appropriate hardware. ckage may not indicate any below- :ructural tie-ins or connections that o assure stable and secure instal- i fabricator is responsible for deter - connections are necessary and for elated trades to make them. drawings for approximate locations. )r apparent deviations from drawing )f different site conditions shall be ntion of the owner for solution. The e present for field placement of sign. )nsibility of the Contractor to coordi- Management to determine the need of test pit excavation prior to exca- :ontractor is responsible to contact nagement for utility locates not less re any digging. eplacement concrete, bricks, etc. iatch adjacent surfaces exactly. tution experiences heavy public securely mounted. Contractor is 'gesting alternative fabrication or Is if required to prevent theft or van - level, plumb and at the proper vvith other trades for installation of 'emove excess adhesive. PART 3 - Execution 3.03 Cleanup• A Periodically (at least daily) and upon completion of the installation, remove all waste, dirt, wrappings and excess materials; tools and equipment, and carefully and thor- oughly clean all surfaces to the satisfaction of the owner. 3.04 Property Damage A Protect all adjacent surfaces from damage and pay the cost of repairing any damage to the property caused by delivery or installation of materials. In all cases, match existing surfaces. TF FA cc