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HomeMy WebLinkAbout177-18 RESOLUTION113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Resolution: 177-18 File Number: 2018-0408 BID #18-41 STEVE BEAM CONSTRUCTION, INC.: A RESOLUTION TO AWARD BID #18-41 AND AUTHORIZE A CONTRACT WITH STEVE BEAM CONSTRUCTION, INC. IN THE AMOUNT OF $291,477.00 FOR CONSTRUCTION WORK ASSOCIATED WITH THE MEADOW STREET PARKING DECK IMPROVEMENTS PROJECT, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $29,147.00 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 awards Bid #18-41 and authorizes the Mayor to sign a contract with Steve Beam Construction, Inc. in the amount of $291,477.00 for construction work associated with the Meadow Street Parking Deck Improvements Project, and further approves a project contingency in the amount of $29,147.00. PASSED and APPROVED on 8/21/2018 Attest: r� Sondra E. Smith, City Clerk Treast���►++r ��pYETTEVILLE��` r • ,f;' /Vi i0+i'`���. Page 1 Printed on 8122118 , 11111111111111111111k, City of Fayetteville, Arkansas r Text File File Number: 2018-0408 Agenda Date: 8/21/2018 Version: 1 In Control: City Council Meeting Agenda Number: A. 4 BID #18-41 STEVE BEAM CONSTRUCTION, INC.: 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Status: Passed File Type: Resolution A RESOLUTION TO AWARD BID #18-41 AND AUTHORIZE A CONTRACT WITH STEVE BEAM CONSTRUCTION, INC. IN THE AMOUNT OF $291,477.00 FOR CONSTRUCTION WORK ASSOCIATED WITH THE MEADOW STREET PARKING DECK IMPROVEMENTS PROJECT, AND TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $29,147.00 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 awards Bid #18-41 and authorizes the Mayor to sign a contract with Steve Beam Construction, Inc. in the amount of $291,477.00 for construction work associated with the Meadow Street Parking Deck Improvements Project, and further approves a project contingency in the amount of $29,147.00. City of Fayetteville, Arkansas Page 1 Printed on 8/22/2016 Justin Clay Submitted By City of Fayetteville Staff Review Form 2018-0408 Legistar File ID 8/21/2018 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 8/3/2018 PARKING MANAGEMENT (430) Submitted Date Division / Department Action Recommendation: Approval of a resolution awarding Bid #18-41 and authorizing a contract with Steve Beam Construction, Inc. in the amount of $291,477 for construction work associated with the Meadow Street Parking Deck improvements project. Account Number 15004 Project Number Budget Impact: Fund Meadow Street Parking Deck Improvments Project Title Budgeted Item? Yes Current Budget $ 338,721.75 Funds Obligated $ 5,321.63 Current Balance Does item have a cost? Yes Item Cost $ 320,624.00 Budget Adjustment Attached? NA Budget Adjustment Remaining Budget $ 12,776.12 V20140710 Previous Ordinance or Resolution # Original Contract Number: Approval Date. Comments: CITY OF FAYETTEVILLE Palo- %'r ARKANSAS MEETING OF AUGUST 21, 2018 TO: Mayor and City Council THRU: Don Marr, Chief of Staff CITY COUNCIL MEMO CC: Wade Abernathy, Facilities and Building Projects Manager FROM: Justin Clay, Parking Manager DATE: August 3, 2018 SUBJECT: Approval of a resolution awarding Bid #18-41 and authorizing a contract with Steve Beam Construction, Inc. in the amount of $291,477 for construction work associated with the Meadow Street Parking Deck improvements project. RECOMMENDATION: Staff recommends approval of a resolution awarding Bid #18-41 and authorizing a contract with Steve Beam Construction, Inc. in the amount of $291,477 and a 10% construction contract contingency in the amount of $29,147. The total request is $320,624. This is a budgeted item accounted for in the City's CIP program. BACKGROUND: The Meadow Street Parking Deck was constructed in the late 1970's in conjunction with the construction of the (then) Hilton Hotel. In September of 2004, the City contracted with Walker Parking Consultants for the design and oversight of restoration work on the deck. In June 2005, Midland Construction was awarded the restoration contract that included concrete repairs, shoring, latex modified concrete placement and patching, trowel applied concrete repairs, sealants, waterproofing, expansion joints, supplemental floor drains, painting and miscellaneous other repairs to the Meadow Street Parking Deck. More recent observations of the parking deck have identified several maintenance issues that have developed since the deck was last repaired. Those issues include concrete beam cracks and spalls, exposed rebar, spalling of the concrete ceiling in several locations, concrete deterioration on ramps, ponding of water on roof level and major deterioration of stairs. Garver Engineering conducted a visual structural inspection of the Meadow Street Parking Deck on March 1, 2016 and provided a structural evaluation of the deck on April 20, 2016. The structural evaluation identified several necessary repairs, provided repair recommendations and offered an opinion of probable construction cost to complete those repairs. Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 Many of the identified issues are the result of weatherization and general aging of the parking deck. The evaluation noted that most of the issues are not currently structurally significant but can create long-term maintenance problems if not proactively addressed. After the Structural Evaluation, Garver also provided guidance on scope and cost for roof top drainage repairs and ramp repairs. On February 23, 2017 Garver was formally selected as part of RFQ 16-01 as the engineer for the Meadow Street Deck improvements project. The project specific repair items for this project include, but are not limited to: • the replacement of metal stair treads; • the demolition and complete replacement of both stairs serving the parking deck; • repair and patching of concrete and stucco surfaces; • crack repair; • painting; • installation of drains and associated PVC piping; • application of a protective membrane to the top level of the parking deck; • removal and replacement of concrete sidewalk; and ■ other miscellaneous items. DISCUSSION: Formal construction bids were opened on June 8, 2018 with seven bidders responding. Steve Beam Construction, Inc. was the lowest responsive bidder. BUDGET/STAFF IMPACT: Budgeted funds for the construction work are available in the Meadow Street Parking Deck Improvements project (project 15004). Attachments: Bid 18-41 Agreement Bid Tab 18-41 Meadow Street Parking Deck Construction Plans DOCUMENT 00500 — AGREEMENT BETWEEN OWNER AND CONTRACTOR Contract Name/Title: MEADOW STREET PARKING DECK REHABILITATION Contract No.: THIS AGREEMENT is dated as of the 21st day of August in the year 2018 by and between The City of Fayetteville, Arkansas and Steve Beam Construction, Inc. (hereinafter called Contractor). T�ICLE ',WW QR cVAbhall compete all Work as specified or indicated in the Contract Documents. The work under this Contract includes, but is not limited to: The project includes, but not limited to, the replacement of metal stair treads and The project includes, but not limited to, the demolition and complete replacement of both stairs serving the parking deck, repair and patching of concrete and stucco surfaces, crack repair, painting, installation of drains and associated PVC piping, application of a protective membrane to the top level of the parking deck, removal and replacement of concrete sidewalk, and other miscellaneous items. ARTICLE 2 - ENGINEER 2.01 The Project has been designed by Garver, LLC, who is hereinafter called Engineer. The Engineer assumes all duties and responsibilities, and has the rights and authority assigned to Engineer in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3 - CONTRACT TIME 3.01 TIME OF THE ESSENCE: A. All time limits for milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 00500 Agreement 00500- 1 DOCUMENT 00500 —AGREEMENT (continued) 3.02 DATES FOR SUBSTANTIAL COMPLETION AND FINAL PAYMENT: A. The Work will be Substantially Completed within 60 calendar days after the date when the Contract Times commence to run as provided in the GENERAL CONDITIONS, and completed and ready for final payment in accordance with the GENERAL CONDITIONS within 90 calendar days after the date when the Contract Times commence to run. 3.03 LIQUIDATED DAMAGES: A. Owner and Contractor recognize that time is of the essence of this Agreement and that The City of Fayetteville will suffer financial loss if the Work is not completed within the time specified above, plus any extensions thereof allowed in accordance with the GENERAL CONDITIONS. The parties also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by The City of Fayetteville if the Work is not Substantially Completed on time. Accordingly, the City of Fayetteville and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay The City of Fayetteville Five Hundred Dollars ($500.00) for each calendar day that expires after the time specified above in Paragraph 3.02 for Substantial Completion until the remainder of the Work is Substantially Complete. After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the time specified in Paragraph 3.02 for completion and readiness for final payment or any proper extension thereof granted by The City of Fayetteville, Contractor shall pay The City of Fayetteville Five Hundred Dollars ($500.00) for each calendar day that expires after the time specified for completion and readiness for final payment. ARTICLE 4 - CONTRACT PRICE 4.01 The CITY OF FAYETTEVILLE agrees to pay, and the CONTRACTOR agrees to accept, as full and final compensation for all work done under this agreement, the amount based on the prices bid in the Proposal (BID FORM) which is hereto 00500 Agreement 00500-2 DOCUMENT 00500 —AGREEMENT (continued) attached, for the actual amount accomplished under each pay item, said payments to be made in lawful money of the United States at the time and in the manner set forth in the Specifications. 4.02 As provided in the General Conditions estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by ENGINEER as provided in the General Conditions. Unit prices have been computed as provided in the General Conditions. ARTICLE 5 - PAYMENT PROCEDURES 5.01 SUBMITTAL AND PROCESSING OF PAYMENTS: A. Contractor shall submit Applications for Payment in accordance with the GENERAL CONDITIONS. Applications for Payment will be processed by Engineer as provided in the GENERAL CONDITIONS. 5.02 PROGRESS PAYMENTS, RETAINAGE: A. The City of Fayetteville shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment as recommended by Engineer, on or about the 15th day of each month during construction. All such payments will be measured by the schedule of values established in the GENERAL CONDITIONS (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as Engineer shall determine, or The City of Fayetteville may withhold, in accordance with the GENERAL CONDITIONS. a. 95% of Work Completed (with the balance being retainage) 00500 Agreement 00500-3 DOCUMENT 00500 — AGREEMENT (continued) b. 100% of Equipment and Materials not incorporated in the Work but delivered, suitably stored, and accompanied by documentation satisfactory to The City of Fayetteville as provided in the GENERAL CONDITIONS. 2. Upon Substantial Completion, The City of Fayetteville shall pay an amount sufficient to increase total payments to Contractor to 95% of the Contract Price (with the balance being retainage), less such amounts as Engineer shall determine, or The City of Fayetteville may withhold, in accordance with the GENERAL CONDITIONS 5.03 FINAL PAYMENT: A. Upon final completion and acceptance of the Work in accordance with the GENERAL CONDITIONS, The City of Fayetteville shall pay the remainder of the Contract Price as recommended by Engineer and as provided in the GENERAL CONDITIONS. ARTICLE 6 - CONTRACTOR'S REPRESENTATIONS 6.01 In order to induce The City of Fayetteville to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents including the Addenda and other related data identified in the Bid Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, performance, and furnishing of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. 00500 Agreement 00500-4 DOCUMENT 00500 —AGREEMENT (continued) D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Contractor acknowledges that The City of Fayetteville and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the Site. E. Contractor has obtained and carefully studied (or assumes responsibility of having done so) all such additional supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site or otherwise which may affect cost, progress, performance, and furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto. F. Contractor does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the performing and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by The City of Fayetteville and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, inforination and observations obtained from visits to the Site, reports and drawings 00500 Agreement 00500-5 DOCUMENT 00500 — AGREEMENT (continued) identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Contractor. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 00500 Agreement 00500-6 DOCUMENT 00500 —AGREEMENT (continued) ARTICLE 7 - CONTRACT DOCUMENTS 7.01 CONTENTS: A. The Contract Documents which comprise the entire Agreement between The City of Fayetteville and Contractor concerning the Work consist of the following and may only be amended, modified, or supplemented as provided in the GENERAL CONDITIONS: 1. This Agreement. 2. Exhibits to this Agreement (enumerated as follows): a. Notice to Proceed. b. Contractor's Bid. c. Documentation submitted by Contractor prior to Notice of Award. d. Federal funding documentation 3. Performance, Payment, and other Bonds. 4. General Conditions. 5. Supplementary Conditions. 6. Specifications consisting of divisions and sections as listed in table of contents of Project Manual. 7. Drawings consisting of a cover sheet and sheets as listed in the table of contents thereof, with each sheet bearing the following general title: MEADOW STREET PARKING DECK REHABILITA 00500 Agreement 00500-7 DOCUMENT 00500 — AGREEMENT (continued) 8. Addenda numbers one (1) to (_), inclusive. 9. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to the GENERAL CONDITIONS. ARTICLE 8 - MISCELLANEOUS 8.01 TERMS: A. Terms used in this Agreement which are defined in the GENERAL CONDITIONS shall have the meanings stated in the GENERAL CONDITIONS. 8.02 ASSIGNMENT OF CONTRACT: A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by Law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.03 SUCCESSORS AND ASSIGNS: A. The City of Fayetteville and Contractor each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. 00500 Agreement 00500-8 DOCUMENT 00500 —AGREEMENT (continued) 8.04 SEVERABILITY: A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon The City of Fayetteville and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable, provision that comes as close as possible to expressing the intention of the stricken provision. OTHER PROVISIONS: All Dumpsters shall be procured from City of Fayetteville. Any use of a third party dumpster or roll off container shall be procured from the City of Fayetteville Recycling and Trash Collection Division. Use of a Non -City dumpster or roll off container is not allowed. Contractor is responsible for obtaining all applicable permits; however, fees for the City issued permits shall be waived. IN WITNESS WHEREOF, The City of Fayetteville and Contractor have signed this Agreement in quadruplicate. One counterpart each has been delivered to Contractor and Engineer. Two counterparts each has been delivered to The City of Fayetteville. All portions of the Contract Documents have been signed, initialed, or identified by The City of Fayetteville and Contractor or identified by Engineer on their behalf. 00500 Agreement 00500-9 DOCUMENT 00500 — AGREEMENT (continued) This Agreement will be effective on August 21 , 2018, which is the Effective Date of the Agreement. CONTRACTOR.5ke 645Pr1 Aflgkj n CITY OF FAYETTEVILLE I3y: qLPoR r , SEAL (SEAL) A7f*eowgiving i4niiccs ` -72-01 S. 2-9''f- 5�r Title: Nia Y 0; = • *'" r • ■ `� ANSP Attest Address for giving notices It License No. (attach evidence of authority to sign and resolution or other documents Agent for Service of process authorizing execution of Agreement) (If Contractor is a corporation, attach evidence of authority to sign.) END OF DOCUMENT 00500 Approved As to Form: Attorney For: 00500 Agreement 00500-10 �� W^0 OF FAYETTEMILLE ARKANSAS N„.Mtier o`Ad0e^darns: 0 nmfied Nci Award: 3` 295,0U3.CJ fa4ax A>grarC arcs: rz:, � :368:'?Sp. LX? Construction - Meadow St. Parking Deck Rehab Rebid Official Bid 7a_viar!nn l.ioneld Jordan, !Uayar •s. -ie NJ. 18-41 Date: 07 12.2018 T!ftler 2:,X PI. *Nghlighting Notes Corrected Calculation Error r� FLED: CPPB, purchasing Manager Witness -�-//-q124 -V Benchmark Steve Beam Structural Waterproofing Construction Boulder Construction DC Sparks Construction Ellingson Eantricting Restccon Corporation Construction, Inc. and Restoration, LLC 1TEN: .SPE:E5T€N!ai7EC UNIT L€ IT J"317 UNIT UNfT* UNIT U.N.T Pio N0 OE5CRIPTION UNIT QUAN`!'Y PRICE AMOUNT F;ii£CE AMOUNT PRICE AMOUNT t'Rillr AMO IU iT -P.''3sCE ,AMOUNT PRICE AMQU?dT PRfCE AMOUN 1 - S£•letAngg€eRepaa ii- 6 S ?2.00 $ 4U2W $ 324.22 $ 1.94532 S 455-50 5 2,73300 S 13970 5 "S;20 S 3EQ';0 $ 2.160CR3 J2i100$ 20.0'3 $ 727-OQ S 4,36200 2 034i 3Q Concre£e. Pag,:hi!3g. 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Stak 70:47 SO,fi95-38 S 42,331-iA7 $ 42,341.(X; $ 24,-W.00 $ 24.51 3.00 S 96,560,00 $ 45,5&0.00 S 2S,88S.�"4,` $ 25,$A>.txi $ 57,072 C''CS $ 57:072!) fif?pfacPYneng C; 18 CA; 3'd t8vel W;tle: p:<wP �S 3 0.O S127,r3 $327,-X10 t* 518S,167.2.S 8105,167,2` Si75.433.f?;3 S17S,433.00 5149,�r2?.f� 5 149,927.CA] 5 164,123-QQ 5164.123.(X; $ tt?,45tLCX1 S+l'%�SC,.fA3 S 143,126 trio S 143,12€U, l:,osao and Re_E li) 114 24 `, S;lir co anG RpaiPV i.. 7 8 f>,2CX7.E i 5 6'2:AW $ 2,?99.62 $ 2.789.£1 S Sti,0337X1 S 70,1133.00 S 8960,043 8 8460 Q'1 s,9i3F,.OQ $ 9486.0(1 $ i3 Ei43,(i 5!.71,043 W<'x,37(!.00 $ x,37000 f.:,�rrr_rcce Raro�r 11 X741.3 fleck Orain, zrd Jralcage iS t S 17.7ik1.EX! $ 17.70i.fAi $ 33,84;.19 $ *43,59' 1.8 $ 18,83100 .= 18,833.1.X3 5 1$,876.(X1 $ 18,816.00 S 38,894..00 $ 18,894.0M3 `a is?, 744.(6 S :i 0.7+?i.fkl P,CEn 31 SCI �Q, £ !eart�.p, GruetaEng, 1nZ !S 5 S 23,SCX1I13 4 73, 500 -N) ;0,03587 5 1G,^,7597 $ 33,699`36 5 33,699.96 S 3.675 or $ 3,G 1500 $ 7b'_'96.OQ S 28956:X1 7,690-00 $ 7,6i3Q-0E 11,;(X;-fb4 5 14,8(X1.0;7 :12m01:t! Zn F'Kk Co-'mze tY W c 766. t? 5 5,2J:% MEADOW STREET PARKING DECK REHABILITATION CITY OF FAYETTEVILLE, ARKANSAS FAYETTEVILLE, ARKANSAS PROJECT LOCATION MAP ®w DOWNTOWN FAYETTEVILLE, sst VICINITY MAP ICALB GARVER PROJECT NO. 16047031 MARCH 23, 2018 1 � � 2USE JOYCE BLVD SUITE 400 FAYETTEVILLE, AR 72730 (979) 527-9100 5129/2018 REBID PLAN SET: ADDITIONAL CLARIFICATION NOTES HAVE BEEN ADDED IN RED TEXT IN THIS PLAN SET TO AID IN THE REBID OF THIS PROJECT. General Note: The City will allow the Contractor to order and procure materials and receive them prior to issuing the Notice to Proceed for this project It is anticipated that the fabrication of the galvanized steel stairs will take between 8 — 12 weeks upon approval of shop drawings. CITY OF 9W FAYEiiEVILILE 4V ARKANSAS z d ao y a� �n _ 3w 0 0� ❑Y QU w w COVER SHEET 106 NO.: 1-1— DATE:MARCH 23 2019 DESIGNED BY: DTC DRAWN BY: SLB Rol The Contractor shall not resnipe the handicap marking on the South portion of the top level of the deck. The Contractor shall apply one additional coat of primer over existing handicap symbol on the lop level to prevent bleed r- 1 REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB. CONSTRUCT C CONCRETE SIDEWALK WITH BROOMED FINISH OVER 4" COMPACTED ARGOT CLASS 7 AGGREGATE BASE COURSE SLOPE SLAB AWAY FROM PARKING DECK AT 2%. MATCH EXISTING ASPHALT ELEVATION AT STAIR AND EAST FLOWERBED ELEVATION, CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE LANDSCAPED BED, INCLUDING REPLACING MULCH IF NECESSARY. i�CONTRACTOR SHALL MEASURE AND i . -- GENERAL NOTES: ARS ,- ON THE TOP LEVEL PRIOR TO THE nn 1f; rr-:--I• t) CONTRACTOR SHALL COORDINATE WITH CITY PARKING �4�T^�1_:L�.] SillE�l-, STAFF FOR MAINTENANCE WINDOW/ CLOSING TIMES FOR PATCHING OF SOUTHEAST EXIT RAMP. 2) CONTRACTOR SHALL COORDINATE WITH CITY PARKING STAFF FOR MAINTENANCE WINDOWS I CLOSING TIMES FOR NORTH AND SOUTH STAIRWAY REHABILITATION I APPLICATION OFWATERPROOFING. THE i i Q L— REMOVE AND DI5POSE OF EXISTING CONCRETE SLAB AND BOLLARDS. REMOVE I J AND SALVAGE EX ISTING BICYCLE RACK. CONSTRUC T 4" CONCRE HE SIDEWALK WITHBROOMED FINISH OVER 4" COMPACTED ARGOT CLASS ]AGGREGATE BASE COURSE. SLOPE SLAB AWAY FROM PARKING DECK, EXISTING LIGHT POLE AND THE NEW CONCRETE SLABS AND ANY EXISTING BASE TO REMAIN. REPAINT BASE OF LIGHT POLE WITH AN APPROVED YELLOW PAINT. PROPOSED BUILDING DRAIN EXTENSIONS SHALL RUN ALONG WALL, UNDER Ci SIDEWALK, AND DISCHARGE AT GUTTER COORDINATE REINSTALLATION OF SPECIFICATIONS, 61CYCLE RACK WITH CIT' PARKING MANAGER, N CONTRACTOR SHALL SAWCUT EXISTING CURB FOR DAYLIGHTING PROPOSED A" F PVC DRAINS- CURB SHALL BE REPAIRED BY POURING CONCRETE AROUND 4- PVC U7 DRAINS AS DIRECTED, Rol The Contractor shall not resnipe the handicap marking on the South portion of the top level of the deck. The Contractor shall apply one additional coat of primer over existing handicap symbol on the lop level to prevent bleed r- 1 REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB. CONSTRUCT C CONCRETE SIDEWALK WITH BROOMED FINISH OVER 4" COMPACTED ARGOT CLASS 7 AGGREGATE BASE COURSE SLOPE SLAB AWAY FROM PARKING DECK AT 2%. MATCH EXISTING ASPHALT ELEVATION AT STAIR AND EAST FLOWERBED ELEVATION, CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE LANDSCAPED BED, INCLUDING REPLACING MULCH IF NECESSARY. i�CONTRACTOR SHALL MEASURE AND . -- GENERAL NOTES: ARS ,- ON THE TOP LEVEL PRIOR TO THE nn 1f; rr-:--I• t) CONTRACTOR SHALL COORDINATE WITH CITY PARKING �4�T^�1_:L�.] SillE�l-, STAFF FOR MAINTENANCE WINDOW/ CLOSING TIMES FOR PATCHING OF SOUTHEAST EXIT RAMP. 2) CONTRACTOR SHALL COORDINATE WITH CITY PARKING STAFF FOR MAINTENANCE WINDOWS I CLOSING TIMES FOR NORTH AND SOUTH STAIRWAY REHABILITATION I APPLICATION OFWATERPROOFING. THE Z REPLACEMENT. Q SPECIFICATIONS AND SHALL MATCH THE 3)CONSTRUCTION JOINTS SHALL BE SAWED AT A MAXIMUM OF 5'SPACING AT A DEPTH OF i OF THE THICKNESS OF THE SLOB THE JOINTS SHALL BE - -- SEALED IN ACCORDANCE WITH THE SPECIFICATIONS 4) '" EXPANSION JOINTS SHALL BE INS rALLED BETWEEN WATERPROOFING AND REINSTALL ONCE THE NEW CONCRETE SLABS AND ANY EXISTING STRIPING IS COMPLETED. STRUCTURE IN ACCORDANCE WITH THE Ci schedule to allow for some of the already SPECIFICATIONS, Rol The Contractor shall not resnipe the handicap marking on the South portion of the top level of the deck. The Contractor shall apply one additional coat of primer over existing handicap symbol on the lop level to prevent bleed r- 1 REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB. CONSTRUCT C CONCRETE SIDEWALK WITH BROOMED FINISH OVER 4" COMPACTED ARGOT CLASS 7 AGGREGATE BASE COURSE SLOPE SLAB AWAY FROM PARKING DECK AT 2%. MATCH EXISTING ASPHALT ELEVATION AT STAIR AND EAST FLOWERBED ELEVATION, CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE LANDSCAPED BED, INCLUDING REPLACING MULCH IF NECESSARY. i�CONTRACTOR SHALL MEASURE AND DOCUMENT THE EXISTING STRIPING LAYOUT ON THE TOP LEVEL PRIOR TO THE N/ APPLICATION OFWATERPROOFING. THE Z STRIG SHALL BE REPAINTED PER THE PIN Q SPECIFICATIONS AND SHALL MATCH THE m EXISTING COLOR AND WIDTH. CONTRACTOR SHALL TEMPORARILY RELOCATE THE WHEEL STOPS FOR THE APPLICATION OF WATERPROOFING AND REINSTALL ONCE STRIPING IS COMPLETED. A bid item has been added to the unit price Ci schedule to allow for some of the already broken precast concrete parking bumpers to be N replaced upon approval by City The Contractor F shall exhibit care when moving the existing U7 parking bumpers- New parking bumpers shall be precast Goncrele containing at hvo L1 continuous rebBl, 7 (seven) feet in length with a minimum end width .1`9 inches and minimum end height of 5 inches The Contractor will be required to field drill hales to match the existing spacing of the bumper being removed The Contracterwill not be allowed to drill new holes in the deck. Concrete for bumpers shall be a minimum of 3010 psi- The rc6ar shall be American Grade 60 Size #3 I l7 z a0 y d� m LL mS _ �w Om r I, WU V �O SITE CIVIL PLAN DATE:MARCM 23.2013 DESIGNED BY: DJW DRAWN By: DJW DRAWING NUMBER t 3- C'! --------- ------ -- -------------------------------------------- ------ [--------`— --___I___--_------------I------- -----------------=; o� -01 rol tf r 1 GROIJNQFLOQR PEAK '�� acALE�7v'•ra• GENERAL SHEET NOTES 1. FOR PATCHING CONCRETE WITH THICKNESSES OF 1I8'TC 1"• USE SIKH TOP 122 PLUS OR APPROVED . EO UAL FOR THICKNESSES OF 1"TO 4'. USE 5IKA \ TOP 122 PLUS OR APPROVED EQUAL, BUT ADD I'• I . - ---'- CO ARSE AGGREGATE TO THE MIXTURE IFPATCHING I REMOVEANV LD*WCONCRETE AREAS OF LESS THAN 1I8" IS REQUIRED USE SURECRETE FLASH PATCH OR PPPROV ED EQUAL I 1 A R OND THE EMBED. PATCH THE VOIOB PE R REPAIR MATERIALS I I NOTES. S EE PHOT02d3. IN FILL VOID EEE N ETWNEW DOOR' 1 FRAME AN O EX ISTI N G WA LL. 4' C MU S HOWN. ANCHORED TO EXISTING WALL. - I I I 1 I 1 4 1 FINISH OVER CMU TO MATCH ADJACENT { REMOVE ANY LOOSE WALL FINISH WITH FLUSH TRANSITION- 5 SEE SHEETS S-901 AND S-902 FOR REFERENCED PHOTOGRAPHS, CONCRETE ATTHE COLUMNS. ~ 1111 P IR EPAIR ILS CLEAN AND SEAL THE SI -AB -ON -GRADE 4 r' MATERIAPATCH NOT S. SEE PHOTOS 2-Ot PND 2-02, Ij CRACK USING AN APPROPRIATE WTER44L RE40Vl THE LO09E CONCRETE AT THE SPALLED AREA OF LANDINGS, GUARDRAILS AND HANDRAILS. 1 I 1 1 1 WALLDOWN TO SOUND CONCRETE. REPAIR PER REPAIR MATERIALS NOTES_ - NENVOWA-` E RAMIAND SECTIONS- AND DETAILS PRIOR TO DETAILING AND ti FABRICATION OF REPLACEMENT STAIRS - E4!);fERTOTES' a ALLSTEELSTA IR COMPONENTS SHALL BE HOT -DIP '_j GALVANIZED• A. CONTRACTOR SHALL COMPLY WITH ANSI Z49,1, THILi}yEE/ LATEST EDITION, INCLUDING BUT NOT LIMBED TO ILNILA-'lB 1II I 1 D><NCRETE SHALL HAPrI¢i- 5 CONCRETE SHALL HAVE —i 1-- NEW DOOR, FRA EAND HARDWARE -REFER TO NOTEB' � THISSHEET THE UMNTBETWEID THE WALL 1. ANDRECTHE COLUMN COLUMN IEACHSIDE N COLUMN)APPROXIMATELY BOTH 4 1} I 7I I 1 A IDR SIDES, RSI THE INTERIOR AND WITH JOFILLTHEFILL 1, SS WRH A FLEXIBLE 1 1 JOINT FILLER. 'ILREBAR SHALL BE A615, GRADE 60, fy=60KS1- `I ---- ---�� 2 APPROPRIATER PAIR THE CILVII CRACK 17 AIR W*E9H PER REPAIR MATERIALS NOTES. - - - 3, SEE PHOTO TOlyl. - - LATEST REQUIREMENTS OF A[SC AND AWS. _ 9. WELDSTEELFOR M DECK TO ALL SUPPORTS WITH 4] 14"0 PUDDLE WELDS @ 12" OC. 1 1 t 1 I EXTEWOR FINISH NOTE& PREPARE VERTICAL EXTERIOR WALL AREAS OF '1, P4/IIWIu is L" TO RECBIYfl Mll IIIY116�1. }{ REFER TO DRAWING NOTES AND SPECIFICATIONS- jf I 2 PATCH AND OR REPAIR EXISTING EXTERIOR STUCCO 1 REGARDING EXTERIOR FINISH NOTE #1: E UP PER DRAWING NOTES AND VISUAL 1 t I Painting of Vertical Exterior Wall Areas has been l REFER TO DRAWING NOTES AND SPECIFICATIONS. removed from the rebid and shall be performed REMOVE AND R EPLACE ALL EXTERIOR SSAINTS AT WALL AND FLOOR JOINTS - REFER TO DRAWING $ NOTES AND SPECIFICATIONS. later by others at the discretion of the City of DOOR KWES Fayellevlpe- FRAM ES AND HARDWARE- 2. WHEN NECESSARY, CAREFULLY REMOVEEXISTING Ij NEW DOORIFRAME DIMENSIONS. 3- P REPADJACENTJAMB, HEAD AND THRESHOLD Z SURFACES FOR NEW DOORS AND FRAMES. 4. NEW HOLLOW METAL DOORS, J' -0'x 6'A'IN SIZE WITH M ETAL DOOR FRAMES VERIFY ALL EXISTING DOOR REGARDING EXTERIOR FINISH NOTE#3: FRAME ROUGH OPENINGS FOR R EPLACEMENT SIZE COMPLIANCE. REFER TO SPECIFICATION MANUAL- The Contractor shall remove and replace exterior 5 PAINTALL NEW DOORS AND DOOR FRAMES TO MATCH EXISTING DOORS AND FRAMES TO BE is sealants where disturbed by new construction New REMOVED construction is defined for this project as new 6. CAULK ALL PERIMETER DOOR FRAME JAGROUND 1 I drains and associated piping, north and south stair q replacement, door and jamb replacement, south Ij`f IjIIj 7. ALL NEW DOORS. FRAMES AND HARDW T { ramp repairs, top level waterproofing, and sidewalk AFIRERATINGOFONEHOUR, B- REFER TO SPECIFICATIONS FOR NEW �: REPAIR THE SPALLEOAREAS PER REPAIR MATERIALS NOTES. SEE reconstruction. 1 AND 1. E �PHOTO51-0-02 i AND HARDWARE- FLOOR PLAN ------ ------ —----------- -------------------------------------------- ------ [--------`— --___I___--_------------I------- -----------------=; o� -01 rol tf r 1 GROIJNQFLOQR PEAK '�� acALE�7v'•ra• GENERAL SHEET NOTES 1. FOR PATCHING CONCRETE WITH THICKNESSES OF 1I8'TC 1"• USE SIKH TOP 122 PLUS OR APPROVED EO UAL FOR THICKNESSES OF 1"TO 4'. USE 5IKA TOP 122 PLUS OR APPROVED EQUAL, BUT ADD CO ARSE AGGREGATE TO THE MIXTURE IFPATCHING AREAS OF LESS THAN 1I8" IS REQUIRED USE SURECRETE FLASH PATCH OR PPPROV ED EQUAL 2. USE SIKADUR 35 HI -MOD LV OR APPROVED EOUALTO SEAL CRACKS UP TO 114" WIDTH. 3 SEAL SIDEWALK JOINTS WITH SIKALEX I GSL OR APPROVED EQUAL. 4. ALL REPAIR MATERIAL SHALL 6E APPLIED PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 5 SEE SHEETS S-901 AND S-902 FOR REFERENCED PHOTOGRAPHS, STAIR NOTES C.. f. COMPLETELY DEMOLISHALL EXISTING STAIRS INCLUDING STAIR STRINGERS STAIR TREADS. vxsna , LANDINGS, GUARDRAILS AND HANDRAILS. 3 FIELD VERIFY ALL DIMENSIONS ON PLANS, `Itn. T" SECTIONS- AND DETAILS PRIOR TO DETAILING AND ti FABRICATION OF REPLACEMENT STAIRS - a ALLSTEELSTA IR COMPONENTS SHALL BE HOT -DIP GALVANIZED• A. CONTRACTOR SHALL COMPLY WITH ANSI Z49,1, LATEST EDITION, INCLUDING BUT NOT LIMBED TO ILNILA-'lB PROVISIONS RELATEO.TO WELDING ON W1L'WIZCD D><NCRETE SHALL HAPrI¢i- 5 CONCRETE SHALL HAVE A- A MINIMUM f-4,000 PSI IS No SSfNt B. A MAXIMUM WATER/CEMENT RATIO OFDA5 C. A MAXIMUM COARSE AGGREGATE SIZE OF 3I4" yq 4 D. A BROOM FINISH S 'r 'ILREBAR SHALL BE A615, GRADE 60, fy=60KS1- 3_ ALLWELDING ELECTRODES SHALL BE ETOXX, L ALL STRUCTURAL STEELSHALL CONFORM TO THEj LATEST REQUIREMENTS OF A[SC AND AWS. 9. WELDSTEELFOR M DECK TO ALL SUPPORTS WITH 14"0 PUDDLE WELDS @ 12" OC. EXTEWOR FINISH NOTE& PREPARE VERTICAL EXTERIOR WALL AREAS OF '1, P4/IIWIu is L" TO RECBIYfl Mll IIIY116�1. }{ REFER TO DRAWING NOTES AND SPECIFICATIONS- jf 2 PATCH AND OR REPAIR EXISTING EXTERIOR STUCCO E UP PER DRAWING NOTES AND VISUAL N AND PREPARE FOR NEW PAINT FINISH. INSPECTION REFER TO DRAWING NOTES AND SPECIFICATIONS. REMOVE AND R EPLACE ALL EXTERIOR SSAINTS AT WALL AND FLOOR JOINTS - REFER TO DRAWING $ NOTES AND SPECIFICATIONS. DOOR KWES 1- CAREFULLY REMOVE ALL EXISTING STAIR D00R5. FRAM ES AND HARDWARE- 2. WHEN NECESSARY, CAREFULLY REMOVEEXISTING STAIR ENCLOSURE STRUCTURE TO ACCOMMODATE NEW DOORIFRAME DIMENSIONS. 3- P REPADJACENTJAMB, HEAD AND THRESHOLD Z SURFACES FOR NEW DOORS AND FRAMES. 4. NEW HOLLOW METAL DOORS, J' -0'x 6'A'IN SIZE WITH M ETAL DOOR FRAMES VERIFY ALL EXISTING DOOR J GO dF FRAME ROUGH OPENINGS FOR R EPLACEMENT SIZE COMPLIANCE. REFER TO SPECIFICATION MANUAL- a rn Wti 5 PAINTALL NEW DOORS AND DOOR FRAMES TO MATCH EXISTING DOORS AND FRAMES TO BE W m REMOVED rt U)= 6. CAULK ALL PERIMETER DOOR FRAME JAGROUND JIr �� ADAC ENTSURFACES, CAULK COLOR ADJACENT WALL COLOR.S� I>- OY 7. ALL NEW DOORS. FRAMES AND HARDW w a W AFIRERATINGOFONEHOUR, B- REFER TO SPECIFICATIONS FOR NEW < �O AND HARDWARE- FLOOR PLAN DESIGNED19vr DTc ❑RAWN BV SLB —LE ]1 SHEET 5' -1-0• NUMBE 4 INCLUDINGSTAIR READS STAIANDR FAILS AND LANpINGS, GUAR pRAILS AND HANDRAILS. ILS. 2. FIELD VERIFY ALL DIMENSIONS ON PLANS SECTIONS, AND DETAILS PRIOR TO DETAILING AND FABRICATION OF REPLACEMENT STAIRS Iilr I � GALVANIZED. � 4- CONTRACTOR SHALL COMPLY WITH ANSI Z49.1, Itl I� II I III r -a" CLEAN THE SPALLED AeEAS 1' I I i IJ -- ON BOTTOMOFTHESECOND' \ / ! �I i I. SEE PHOTO I-03 FOR DAMAGE TO \I? -=---- I S PROVISIONS RELATED TO WELDING ON WLYAMUD -i i \ FLOOR SLAB REPAIR PER II 1 EXISTING HOLLOW METALDOOR REPAIR MATERIALS NOTES. it III 5. CONCR ETEEHALL HAVE A. A MINIMUM %=4,000 PSI fY -�-1. Nv 2 111 !1 I FRAME -REMOVE EXISTING da1I SEE PHOTO 111. t '�TyyD" III I DOOR, FRAME AND HARDWARE- 11 t IIII.!� i•I I REPLACE WITH NEW DOOR, I I . •11 1 111 N1 FRAME AND HARDWARE m R 'A NId IAIFSP yR =—REPAIR 4 i 6. REBAR SHALL BE A615, GRADE 60. fy=6DKSI- -REFER J TTHE EMAGE DCONCRETE I III �VI11 11 TO'DOOR NOTES'THIS SHEET. i THE EMEDS AND REMOVE I I ryl 11 1 I AND ]. ALL WELDING ELECTRODES SHALL BE EDXX. Y t I RUST FROM E PAINT i I V7I I ! 2• PAINT NEW DOOR FRAME TO R IOUNDT FROM E I14 lil lil 4!%16]YiO .YP IL 11 B. ALLSTRUCTURAL STEEL SHALL CONFORM TO THE I I. R EMBE05 AFTER REMOVING RUST. M I f 11 11 GLOSS -AND COLOR- SEE PHOTO 1I REPAIR PER REPAIR MATERIALS GLOSJ&AlrS- R- SE 11O]fE'. EEl PHOTOS 1-05 AND 1-06 _ 11Tiyrp1 LATEST REQUIREMENTS OF AISC AND AWS- . i b I I 1� Iq 79 II i I� li row 1 ` 11 E. VIELDYTEE1_"IAOEia6loAtE suoiy`.Ti' *" 1 1 1IV 111 1,1 THE STEEL 3/4"0 PUDDLE WELDS G 12" OC. PAINT IELAZINCRID PAINT WITH A21NC RICH ' 1' 'h TOPCOAT EXTERIOR FINISH NOTES- •E PRIMER- AFTER 6EE �I 1, PIER A RE VERTICAL EXTERIOR WALL AREAS OF 3 1'Ipal PRIMING. PHOTO -4. i REGARDING EKTERIOR FINISH NOTE #1: JI, Painting of Vertical Exterior Wall Areas has been PARKING FACILITY TO RECEIVE NEW PAINT FINISH 1 removed From the rebid and shall be performed l4 later by others at the discretion of the City of , REFER TO DRAWING NOTES AND SPECIFICATIONS- �( Fayetteville. 11 2. PATCH AND/OR REPAIR EXISTING EXTERIOR STUCCO SURFACES PER DRAWING NOTES AND VISUAL INSPECTION AND PREPARE FOR NEW PAINT FINISH REFER TO DRAWING NOTES AND SPECIFICATIONS. 3- REMOVE AND REPLACE ALL EXTERIORSEALANT6 AT WALL AND FLOOR JOINTS, REFER TO DRAWING S 1 1 1 Ih 11 REGARDING EXTERIOR FINISH NOTE#3. '1 The Contractor shall remove and replace exterior i 1 NOTES AND SPECIFICATIONS sealants where disturbed by new construction. New ' 1 DOOR NOTES f f IA yl jii construction is defined for this project as new 11 1. CAREFULLY REMOVE ALL EXISTINGSTAIR DOORS- I "���t� �'�• e ` drains and associated piping, north and south Stair STAIR ENCLOSURE STRUCTURE TO ACCOMMODATE I REPAIR DAMAGED CONCRETE 11 11 AROUND THE EMEDS AND REMOVE I� �I 11 replacement, door and Jamb replacement, South 3. PREP ADJACENT JAMB HEAD AND THRESHOLD Z y I - 1 RUST FROM EMBEDS, PAINT I' I l II " ramp repairs, top level waterproofing, and sidewalk EMBEDS AFTER REMOVING RUST. I do FRAME RO UGH OPENINGS FOR REP LAC EM E NT 512E COMPLIANCE. REFER TO SPECIFICATION MANUAL. I 1 1 REPAIR PER REPAIR MATERIALS 11 III I reconstruction-. I !•I 11 REMOVED. IL 3w 6 CAULK ALL PERIMETER DDDR FRAME JOINTS TO 'i m O� N071M... PHOTOS 1-05 AND 1-06. I �I OL Q W ALL NEW DOORS. HARDWARE A FIRE RATING OF ONE HOUR. U = �L] B REFER TO SPECIFICATIONS FOR NEW DOOR, FRAME AND HARDWARE, SECOND FLODR PLAN 1k I 111 'I t !I Ili Mi 1 _ II II 15 �y OAY+4:G STUCCO AND EVALUATE C[7Rf.RETE 4 SUBSTRATE -IF DAMAGE IS LIMITED TO THE 6URFACE OF SUBSTR 1 I I G III THE CO NCRETE TH EN REMOVE DAMAGED AREAS DOWN SeIE PALLED AA AROW1D -REPwm SII ESPALLEDAREAS 1 ..L —REavR THE I TO SOUND CONCRETE AND REPAIR CONCRETE AND PR ECAST EMBED AND THE SPALLED AREA vERRERAM YRTCRLFe- UOTEL 1 �I STUCCO WITH APPROPRIATE MATERIALS PER REPAIR _ A. THE BEAM SOFFIT PER REPAIR I` SEE RHOTO61-0]AND 1-0B• II W'+EAA{L4 NOTES SEE v11OTgE 1-09,2-0B AND -09 •3! .� EPHO MATEALLLS'NOTES BEE PHOTO SVIt I III li I ro tl I I� 11 111 I4 L—A i I I I II r �____----------------------------------------------------------- SECOND FLOOR PLAN e/ SCALE 3/32"=l'-0• 1. FOR PATCHING CONCRETE WITH THICKNESSES OF 1/8'M 1", USE SIKH TOP 122 PLUS OR APPROVED EO UAL FOR THICKNESSES OF 1" TO 4', USE SIKA TOP 122 PLUS OR APPROVED EQUAL, BUT ADD COARSE AGGREGATE TO THE MIXTURE. IF PATCHING AREAS OF LESS THAN 1/6" IS REQUIRED, USE SURECRETE FLASH PATCH OR APPROVED EQUAL. 2• USE SIKADUR 35 HI -MOD LV OR APPROVED EQUAL TO SEALCRACKS UP TO 1/4" WIDTH. 3- S EA L SIDEWALK JOINTS WITH SIKALEX I C SL OR APPROVED EQUAL. 4., ALL REPAIR MATERIAL SHALL BE APPLIED PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. SEE SHEETS S-901 AND S-902 FOR REFERENCED PHOTOGRAPHS- Mir UAACXZ3."k@ I DESIGNEDBY DTC 111 DRAWN BY SLB o Illly$Ei INCLUDINGSTAIR READS STAIANDR FAILS AND LANpINGS, GUAR pRAILS AND HANDRAILS. ILS. 2. FIELD VERIFY ALL DIMENSIONS ON PLANS SECTIONS, AND DETAILS PRIOR TO DETAILING AND FABRICATION OF REPLACEMENT STAIRS 3. ALL STEEL STAIR COMPONENTS SHALL BE HOT -DIP GALVANIZED. 4- CONTRACTOR SHALL COMPLY WITH ANSI Z49.1, LATEST EDITION, INCLUDING BUT NOT LIMITED TO S PROVISIONS RELATED TO WELDING ON WLYAMUD OR ZINC -COATED SURFACES 5. CONCR ETEEHALL HAVE A. A MINIMUM %=4,000 PSI fY E.AYA`I`A`W1N T"CEMEWTRAT Q"A Nv 2 C- A MAXIMUM COARSE AGGREGATE 512E OF 3/4" R R 'A NId IAIFSP yR 'j " 6. REBAR SHALL BE A615, GRADE 60. fy=6DKSI- ]. ALL WELDING ELECTRODES SHALL BE EDXX. B. ALLSTRUCTURAL STEEL SHALL CONFORM TO THE LATEST REQUIREMENTS OF AISC AND AWS- . E. VIELDYTEE1_"IAOEia6loAtE suoiy`.Ti' *" 3/4"0 PUDDLE WELDS G 12" OC. EXTERIOR FINISH NOTES- 1, PIER A RE VERTICAL EXTERIOR WALL AREAS OF PARKING FACILITY TO RECEIVE NEW PAINT FINISH REFER TO DRAWING NOTES AND SPECIFICATIONS- �( 2. PATCH AND/OR REPAIR EXISTING EXTERIOR STUCCO SURFACES PER DRAWING NOTES AND VISUAL INSPECTION AND PREPARE FOR NEW PAINT FINISH REFER TO DRAWING NOTES AND SPECIFICATIONS. 3- REMOVE AND REPLACE ALL EXTERIORSEALANT6 AT WALL AND FLOOR JOINTS, REFER TO DRAWING S NOTES AND SPECIFICATIONS DOOR NOTES 1. CAREFULLY REMOVE ALL EXISTINGSTAIR DOORS- FRAMES AND HARDWARE. "���t� �'�• e 2- WHEN NECESSARY, CAREFULLY REMOVE EXISTING STAIR ENCLOSURE STRUCTURE TO ACCOMMODATE NEW DOOR/FRAME DIMENSIONS - 3. PREP ADJACENT JAMB HEAD AND THRESHOLD Z SURFACES FOR NEW DOORS AND FRAMES• 4- NEW HOLLOW METAL DOORS, J' -0'"x 64' IN SIZE WITH �2 METAL DOOR FRAMES VERIFY ALL EXISTING DOOR do FRAME RO UGH OPENINGS FOR REP LAC EM E NT 512E COMPLIANCE. REFER TO SPECIFICATION MANUAL. < UU, 5• PAINT ALL NEW DOORS AND DOOR FRAMES TO MATCH EXISTING DOORS AND FRAMES TO BE W] Of:0 Q w < REMOVED. IL 3w 6 CAULK ALL PERIMETER DDDR FRAME JOINTS TO 'i m O� ADJACENT SURFACES, CAULK COLOR TO MATCH ADJACENT WALLCOLCR. ] FRAMES AND TO HAVE OL Q W ALL NEW DOORS. HARDWARE A FIRE RATING OF ONE HOUR. U = �L] B REFER TO SPECIFICATIONS FOR NEW DOOR, FRAME AND HARDWARE, SECOND FLODR PLAN Mir UAACXZ3."k@ I DESIGNEDBY DTC 111 DRAWN BY SLB o Illly$Ei .r .1 4 rHr t0Q' 16•-0• 2T-0" .. of �1 Ex WALL'SLAS FLASHING AND •1 j't 'I ff////// 1 ! y PATCH/REPAIR FLASHINGAREAST MATCH J ! I SURROUNDING WALL FINISH r• :� S PREPARE AREA FOR NEW CURB AND EXPANS ION JOINT. k 5 '4 `{ Ir IJ I} 1 I i•5.H ItSVWA E1tIiTrQgp1%FAAIit II 11 t AMD REPLACE WITH NEW DOOR `� : 1•� 1� ! 1 FTIJVA4E AND lNRDYURE�tLFEN rl iI i A xcTE6'7lnist.Ecr 11 I li 14 II I1 A' 6E11 WALL STIR ENGTHENING 05 o DETAIL DM:Io:xYsxs, _ _ 1 1 IVvI ; I I S If� II , •- Ali ILPIIIR 0. _ 1 REGARDING EXTERIOR FINJ34N0TE#i: AND R EP LACE WITH . °E �T TCPainting of Vertical Exterior Wall Areas has been ppV -A AATLII T11j�,, � 1 RV ♦ x i VATi'°HSS PER REPAIR ik removed from the rebid and Shall be performed 1 f{!k w:MALS NOTES BEE �> I. later by others at the discretion of the Clty of 1 ? ' I • Fayetteville. REGARDING EXTERIOR FINISH HOTE43' lM. �Pt 1f f The Contractor shall remove and replace exterior seatants wttere distur"* by ndw mO t(L: LL, 1 NeW conStRJ44len IS dahow for this vvieci BS ne-v I'1 iI IY i1 a di4hi and associated piping, north and south stair it rI n t replacement, door and jamb replacement, south 0 4 ramp repairs, top level waterproofing. and sidewalk =3] a': tvtr.:A.ucl Part H.. b� _ _ _ � �S PLxL2 EXPANSION 1'` r i ,- �' •ObO� MATERIAL 1}� nL qCF PATCH PER •L 7�. 5 .�_ PAIR MATERIALS NOTES li Il 1 i _ '_ /, 1�ti _. T �5. - ._......_._......._ ... �'i _ --'i`` .—.r.• _ 1L 1• I I — I 1 V P _ THIRD FLOOR PIAN ;I� � s�Axcv7�•na• GENERAL SHEET NOTES _ 1 FOR PATCHING CONCRETE WITHTHICKNESSES OF 118'TO 1". USE SIKA TOP 122 PLUS OR APPROVED M1 FOA TNICKNF Boa i•T 4"UaE4— TOP 122 PLUS OR APPROVED EO UAL BUT ADD COARSE AGGREGATE TO THE MIXTURE. IF PATCHING AREAS OF LESS THAN 118" IS REQUIRED USE SURECRETE FLASH PATCH OR APPROVED EQUAL 2 USE SIKADUR 35 HI -MOD LV OR APPROVED EOUALTO SEAL CRACKS UP TO 114' WIDTH 3 BE L SIDEWALK JOINTS WITH SIKALEX ICSLOR APPROVED EQUAL, 4. A LL R EPAIR MATERIAL SHALL BE APPLIED PER THE MANUFACTURERS WRITTEN INSTRUCTIONS. ! 6EE &NIZIS s -®1.x0: -m rcRgIIFI-E Ict PHOTOGRAPHS. W11 6 APPLY SIKAIASTIC ]2N]45 TRAFFIC SYSTEM OR ! c.wral A PPROVED EQUAL TO THE SHADED AREAS ON THE PLAN STAIR NOTES 1 COMPLETELY DEMOLISH ALL EXIBTINGSTAIRS IMCLI/OM aTW.STMq!¢¢PS yTAW. TPEAD.9 LANDINGS. GUARDRAILS AND HANDRAILS - 2 FIELDVERIFY ALL DIMENSIONS ON PLANS SECTIONS, AND DETAILS PRIOR TO DETAILING AND FABRICATION OF REPLACEMENT STAIRS. '.--.-�'.,? 3. ALLSTEELSTAIR COMPONENTS SHALL BE HOT -DIP •/ j GALVANIZED, 1 d. CONTRACTOR S HALL COMPLY WITH ANSI ZIS 1, LATESTEDITION, INCLUDING BUT NOT LIMITEDTO PROVISIONS RELATED TO WELDING ON GALVANIZED OR ZINC -COATED SURFACES. L N. 1%42 5. CONCRETESHALLHAVE T A. AMINIMUMrc=A000PSI B. AMAXIMUM WATERICEMENT RATIOOF0.45 G. A MAXIMUM COARSE AGGREGATE SIZE OF 3W _ D A BROOM FINISH 6. RE BAR SHALL BE A615, GRADE 50, N 60=KSI. ]. ALLWELDING ELECTRODES SHALLBEE70XX B. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST REOUIR EMENTS OF AISC AND AWS. 9. WELD STEEL FORM DECKTO ALL SUPPORTS WITH L 3A"O PUDDLE WELDS @ 12"OD. EXTERIOR FINISH NOTES: 1 PREPARE VERTICAL EXTERIOR WALL AREAS OF PARKING FACILITYTO RECEIVE NEW PAINT FINISH. REFER TO DRAWING NOTES AND SPECIFICATIONS - 2 PATCH AND OR REPAIR EXISTING EXTERIOR STUCCO BURFACES PER DRAWING NOTES AND VISUAL INSPECTION AND PREPARE FOR NEW PAINT FINISH. REFER TO DRAWING NOTES AND SPECIFICATIONS 3. REMOVE AND REPLACE ALL EXTERIOR SEALANTS AT WALL AND FLOOR JOINTS. REFER TO DRAWING I NOTES AND SPECIFICATIONS, DOOR NOTES 1. CAREFULLY REMOVE ALL EXISTING STAIR DOORS, FRAMES AND HARDWARE. 2. WHEN NECESSARY, CAREFULLY REMOVE EXISTING Z ST AIR ENCLOSURE STRUCTURE TO ACCOMODATE NEW DOORIFRAME DIMENSIONS. Y J QZO 3 P REP ADJACENT JAMB. HEAD AND THRESHOLD ; SURFACES FOR NEW DOORS AND FRAMES. 4. N EW HOLLOW METAL DOOFS-3'-0'x6-8 NSIZEWITH h W r METAL DOOR FRAMES. VERT FY ALL EXISTING DOOR W FRAME ROUGH OPENINGS FOR REPLACEMENT SIZE �m COMPLIANCE. REFER TO SPECIFICATION MANUAL.Q tn= 5. PAINT ALL NEW DOORS AND DOOR FRAMES TO MATCH EXISTING DOORS AND FRAMER TO BE U- _ 3 W U- C UJ REMOVED, O OaY 6 CA ULK ALL PERIMETER DOOR FRAME JOINTS TO Ww ADJACENT SURFACEE.CAULK COLOR TO MATCH U �O LL ADJACENT WALL COLOR. ]. ALL NEW DOORS. FRAMES AND HARDWARE TO HAVE A FIRE RATING OF ONE HOUR. THIRD FLOOR PLAN 8 REFER TO SPECIFICATIONS FOR NEW DOOR, FRAME AND HARDWARE. 9. AT UPPER DOOR OPEN, RECONFIGURE EXISTING OPENING TO ACCOMMODATE NEW DOOR ANO FRAME. REFER TO STRUCTURAL FOR REINFORCING REOUIRED..i�A ufi_ni T:7—m-" MARCH23 2D13 WED BY DTC N BY: SLB o + .6E ,F]R• Pc HEET UMBE.I I6 a" yl 1 L N¢M¢ 1A L rrts+A+ w r1 ra' -a i•1�20p1NL�aprAN[{¢ x -ii ¢¢Q1m q1 I 4yy ADA COMPLIANT HANDRAIL T 9K 1 (MOUNTING LOCATIONS _ 1-12'm ADA .-.1- nf SPAN - SHALL BE NO CLOSER COMPLIANT j :TMlIEP •L 1 THAN 6"TOE%ISTING HANDRAIL MOUNTING LOCATIONS) I A, �,6MISipG •. - rC%ISTWG �•1G1 CON- WALL ! CONL WALL STNHLSES 1B' ' n GROUND 1 _ OPH OPH fFLOOR INT{py[p1A�E 9 iA'eRYECNTE LANOM NA _J •- k _ I F `I N16E IA Ii _ L CONCRETE n +-COVCP{Y[ PAN TREADS !'* • PAN TREADS EXISTING ; 'OI 7NYfEl�P60N✓ %1 I r �� L12x20,7STRINGER; •' fi e I CI_, •y.75TRINGER CCH SLA NOTES GALV EPO%Y 1 1 �. '..J. ._. ._ - :•1 cRoma RII� I -- .. 41IPVN¢�1DpV 1� 1- SEE STAIR NOTES ON PLAN SHEETS ANCHORS (4" EMBED) J� FOR ADDITIONAL INFORMATION. '- 2. FIELD VERIFV ALL DIMENSIONS PIE RIOR TO FABRICATION. 6 it 1T a' •r,o- b SAs GROUND FLOOR STAIR PLAN GM DETAIL -STRINGER 1ASTRINGER 1A DETAIL -STRINGER 1B SCALE:II2"=1'-0" SCALE:12-V-D" 1 " 1 SCALET/2-1'-0- I j (8 TREADS @10") T,¢ IBTREAD5 @10•) 1-VZO ADA /'1R'CYNLSeM(MINrE7 COMPLIANT HANDRAIL ASIA COEPPIL'fiF 4 _1xgw- a • (MOUNTINGLOCATIONS�. SHALL BE NO CLOSER THAN V TO EXISTING MOUNTING LOCATIONS) . I I�EX14TLk6 ! _ j GONG WALL 1 Ie CONC WALL - wo, r - ( �r � '�"� I I f I :ECO.1D FLOON l-LAu�INGiV•6 � sao4 I � ¢ECO!i¢ROop a'ukowasve _ _ - C1ox153- - -�._ # �-•-.10x153 SIO - ! M1 f YiR CONCRETE PAN TREADS 9.;ERGE¢IATE CONCRETE PAN 1-RFAM ! +nTERME I' + yTE C12,207STRINGER - f .II E%ISTING 5 TI` CON. WALL C� / `% a OPH `] 3l4"0SIMPSON \ CtA13.i-� SET XPGALV �•. 1 G12x20.7 STRINGER EXISTING CONC WALL l .�� l I OPH L314"OSIMPSON S �„�,; Cw-�• SET XP GALV rE� • coNC ae v J EPO%Y ANCHORS I. (4" EMBED) RkvN1N PLppN EXISTING I ! CONC SLAB EPDXY ANCHORS I4" EMBED) ORWN¢EAGOs _.. _. •; ... _ _ OETA]L -. STREt*ER IC DETAIL -STRINGER I D SLE I SCALE:92"PT•0' f vr••V C7 Z QO H -a 3 of m ` V= a O 3Df OY LLQw u . �o NORTH STAIR GROUND FLOOR PLAN AND DETAILS lOB NO 18047031 DATE MARCH 23.2018 OESIGNEO BY pTC ❑RAWN 6V BLB f•5R'QWALL-MOUNTED J STRftw 3u— ADA COMPLIANT HANDRAIL o (MOUNTING LOCATIONS 1 SHALL BE NO CLOSER �'i IIIIIt iIYIN C TD EXISTING � �µ I .... • �+ , I r MOUNTING LOCATIONS) iM1f•��A «m' - 11II Iy5rirRr1lnNGDlYE.xIII! xM I ,.•yIpi1 ..• k�y - �—'W11C LL��// � _ tIiNQDPINN61a —'iI�� `i J EXISTING vdl" CI&15] � EXISTING CONL WALL l: _ - RWALL 'I t3. k SIMPSON GALV 3/40 SIMPSON EPDXY SET XP I �•, 1. 1 GALV �ly gNCHORS lrJ X EPO%V ANCHORS _ EMBED) EACH . f (q"EMBED)£WI' _J --r ' LANDING 1 J LANDING r7 .-- P l`�- _ SEW!JD FLaOR �.i �•� LECOND F=R I GALV EPOXYANCHORS I- w r - ! - C901CAL-C I[ 1. CONCRETE I (4 -EMBEDMENT)' •' = �;, PAN TREADS EXISTING IITI! I PAN TREADS E%)STING 4. C1_I]OTETR DEF CONCWALL�F- ��e•. C12.20.7 STRINGER CONCWALL �r..Ek M. Ir G- �1 NORTH STAIR SECOND FLOOR PLAN �� OETlJL-Si'RIfdGER iA�1 DETAIL -STRINGER 2B SCALE:1/2"=,'-0" 6GLE: W': s'.p: 1 " / SCALE: - , L K 4'-d 6'E' 3'-0' cw E I E'KXA�WkI ?7�, (B TR EA DS SID") € 1 -I'm WAL4VOtIHTI NOTES 1 SEE STAIR NOTES ON PLAN SHEETS FOR ADDITIONAL INFORMATION 2 FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 1 I r u 15'-0• _ 6 HANDRAILCOMPLIANT .•.a,.FiOgR [.ViCp107►� f•5R'QWALL-MOUNTED J STRftw 3u— ADA COMPLIANT HANDRAIL o (MOUNTING LOCATIONS 1 SHALL BE NO CLOSER �'i IIIIIt iIYIN C TD EXISTING � �µ I .... • �+ , I r MOUNTING LOCATIONS) iM1f•��A «m' - 11II Iy5rirRr1lnNGDlYE.xIII! xM I ,.•yIpi1 ..• k�y - �—'W11C LL��// � _ tIiNQDPINN61a —'iI�� `i J EXISTING vdl" CI&15] � EXISTING CONL WALL l: _ - RWALL 'I t3. k SIMPSON GALV 3/40 SIMPSON EPDXY SET XP I �•, 1. 1 GALV �ly gNCHORS lrJ X EPO%V ANCHORS _ EMBED) EACH . f (q"EMBED)£WI' _J --r ' LANDING 1 J LANDING r7 .-- P l`�- _ SEW!JD FLaOR �.i �•� LECOND F=R I GALV EPOXYANCHORS I- w r - ! - C901CAL-C I[ 1. CONCRETE I (4 -EMBEDMENT)' •' = �;, PAN TREADS EXISTING IITI! I PAN TREADS E%)STING 4. C1_I]OTETR DEF CONCWALL�F- ��e•. C12.20.7 STRINGER CONCWALL �r..Ek M. Ir G- �1 NORTH STAIR SECOND FLOOR PLAN �� OETlJL-Si'RIfdGER iA�1 DETAIL -STRINGER 2B SCALE:1/2"=,'-0" 6GLE: W': s'.p: 1 " / SCALE: - , L K 4'-d 6'E' 3'-0' cw E I E'KXA�WkI ?7�, (B TR EA DS SID") € 1 -I'm WAL4VOtIHTI fcau m•rr W QO aF � WH WJ Nm Q W 0 OK Y �Y F LLLLLLIII U NORM STAIR SECOND FLOOR PLAN AND DETAILS JOB "C:16047031 DATE :MAR LH 23- 2018 DESIGNED BY. DTC DRAWN BY SLB 1-12"O ADA I 1 I HANDRAILCOMPLIANT -• !II -T-4rs IE N LOCATIONSHANDRAIL E NO CLOSER TO EXISTING +f•CONC'asTTALLNG <ADAMPLIANT LOCATIONS) • 1 � _ tMRBFIatlR• F.% I I - ] - i W+PIN✓: BL411 f 3" LANDING SL48 q 1111 7, 0-153 rto •1L • •1 CRETE CONPa11 i11'P /•,-1 CONCRETE PAN TREADS E. lA�M1iH t iREA R16 LWD2A --_7•DPH 1 I{ • • I --lOPH I' L-11 Ct2x20 i STRINGER - F� —'---'----- EXISTING T 1 - 3l4'001MPSON .. C12x20.75TRINGER .'� 'EXISTING — .$ yCsk1:S; _f A' IM PSON i CONC WALL 1 T..__%% O�O�sy}J _] { _ BET%PGALV EPO %Y ANCHORS CONC WALL - •�_ _ EPO %V ANGHORB } (4' EMBED) (4" EMBEO) • -1 DETAIL -STRINGER 2C ti » — SCALE roz^ _ ,.-77• 5 DOE TWA 1CaLE S7 • r _ fcau m•rr W QO aF � WH WJ Nm Q W 0 OK Y �Y F LLLLLLIII U NORM STAIR SECOND FLOOR PLAN AND DETAILS JOB "C:16047031 DATE :MAR LH 23- 2018 DESIGNED BY. DTC DRAWN BY SLB EXISTING EXISTING — CONC WALL HC WCV311! EXISTING -1}� �p1 _g � �I ■ § __ _ GONG WALL GO1 _ T jjjjjj 010x153 1 1 0 {ip I[��—r �'1 G LV EPDXY ANCHORS XP ii1 1 ANCHORS(4"EMBED) 1 C1GV1-3 1 EXISTING OH @1 A I J ` CONC WALL I f RING, 3A . 3/d"O SIMPS ONSETXP I EXISTING GALV EPDXY A NCHORS I� CONC WALL NOTE: (4" EMBED) SEE STAIR NOTES ON PLAN SHEETS FOR ADDITIONAL INFORMATION. NOTE: SEE STAIR NOTES ON PLAN SHEETS G- S ■/'�`�/ FOR ADDITIONAL INFORMATION. - �x �1 SOUTH STAIR ALLEY LEVEL FLOOR PLAN �1 SOUTH STAIR THIRD FLOOR PLAN 1 / S9LU 12" = t' -G' \ L I SCALE:1l2" = 1'd" 1.112"O WALL -MOUNTED ADA COMPLIANT HANDRAIL (MOUNTING LOCATIONS (1]7READS @ 10") 1-112' O AOA 1 SHALL BE NO CLOSER ) r COMPLIANT ' U 0 THAN r1>7 LXT6Lp(O ► ( HANDRAIL Y MOUNTING LOCATIONSI lFyi • J 2 �V .Yip I QO ALLEY LEVEL I u •• I �LLiE► LCYEL I j a a r 3la'O SIMPSON SET 3/4"0 SIMPSON SET W� >tni EPLI�f'1 `• f • • i XP GALV EP l W m ANCHORS 14" 2 Pte. EMpfC)SEE OLA4 r I § EMBEDI SEE PLAN _ _ 2rW ii Payq 5PJ0,'ao0 C10x t53J FOR SPACING . C, Om OQY h H W V ;b ptQTpp b EXISTING W t� tla"CHECKERED 11/Fu •..� PLATE TR EADSO �7.-.. LL L) �0 PLATE TREADS ^ PLATE TR EADS _ Lr old L souTllSTAIR 2P _ SECOND FLOOR PLAN L_ t C 12>!20.]STRINGER _ C12x20.]STRINGER AND DETAILS L— C� L - J09 NO.: 160431 DAT MARCH 23.2018 f EXISTING WALL EXISTING 1YA EXISTING WALL EXISTING L— DESIGNED BY: DTC Ell7pN pL/Ip .�. i FLOOR BIAS � � — L— L— 1 � - f ORAWN� .V; SLB 5x GROUND FLOOR 5 _ oRouKo Rr.00R E .DETAIL - STAINGER 3D — / DETAIL -STRINGER 3C _ — — / X03 SCALE: 1l2 j SHEET i NIJ1dBE11 R v��w �� [2a T4E+T7e'� IIIT fiy,. oj. 113 YAF•�dR @ SD'1 6F' fi'-5%" t 3 - I � sWALL-MOUNTED 1.120ADA I ADACOM PLIANTHANDRAIL I COMPLIANT (MOUNTING LOCATIONS yw HANDRAIL SHALL BE NO CLOSER ww 71 FTo"wriM6 .� RETURN HANDRAIL I RETURN HANDRAIL Mf �v11rm• TO WALL SIMILAR I[ j MOUNTING LOCATIONS) TO WALLSIMILAR wM^ WP TO EXISTING TO EXISTING THIRD LEVEL - I r � THIRD LEVEL • 3/4"051MPSON -J 3I0051MPSON SET XP GALV ..{{ '4 �� SET XP GALV ,. , EPO%Y ANCHORS �, I J .... 1 EPO%Y ANCHORS _ ■� \ ( m J \ ( .. E l�C CHELNEREO - 1 h _J 114" CHECKERED G� - �• �{ PL. TAEN'JS 1 • _} PLATE TREADS wk-ali, P012x20 TSTRINGERC12x2D.] STRINGER ALLEY LEVEL ! a - sn,l a .... NOTE: , , +J•+)e SEE STAIR NOTES ON PLAN SHEETSNO E - \ _ _ FOR ADDITIONAL INFORMATION. \ FOR ADDITIONAL INFORMATION. EXISTING WALL EXISTING WALL �1 DETAIL-STRINGER 3B 2 flETAIL -STRINGER.3 1 / SCALE'1�2'�1'4' 1A 93@12"OC BW WP ll4"CAP PIATE Z'DEEP CONCRETE PAN s71�CC BW �Iq WITH NON-SLIP NOSING FIN FLR FIN FLR � }j`2d C 1AL-CaA P!!AlE } 15P � 1 O-22 GALV DECK OZC22 GALV DECK - . y ��� BW 'iJJI -•• y FIN FLR CONT C10x15.3 I rI 1 3IG'0 SIMPSON SE %P GALV D PDXYANCHORS 6022 GALV DECK I ECONT 610x15.3 012x20.] ! sl v f4-EMBED) ,STRINGER E �EXISTINGWALL STRINGER 11 2'OEE :PCOiLI�NCRETEPAN I I' 'NIITTt H9H-N CGWTG1P�15.3 i I`t 1 ScCT{Oy %� SECTION SECTION 3 S^[Lt t.l;'•1'�' ( •' / SCALE I-1/2'=1'-0" 5 SCALE :1-12"=1'-0" - \/Tr D T-WP 1IA'CAP PLATE CHECKERED PLATE ttt y Wp r LEVE. MATCH EXISTING 3IBCHECKERED PLATEANGLE SIZE `612x20.]Y C.AP PL 1 PAN WI CONC a PAN WITH STRINGER NON-SLIP NOSING •C12x20.]STRINGER ALLEY LEVEL 1 'lam T. z Z Sz rn d F U-11 �m m= _ 3w 0� DY �U �O DETAILS AND `nl 3'A'O SIMPBCN SET XP GALV t S.� IAYC( FG REQ PLATE TREADS - • '� •' '• ,•� - DATEMARCH232018 DESIGNED BY DTC DRAWN BY: SLB F f EPO%Y ANC HOR S� . Ia"EMBEDMENTI 612x20.] EXISTING L3x3x1/G W/3lE"D ' CONT C1Dvt5� - CONT C10v 153 C12x2D.] 'r STRINGER a• �- FLOOR BLAB SIMPSON SET%P EPDXY ANCHOR. EXISTING WALL —� ' :j STRINGER 1` 1•Q•, a' EMBED) , ' , v •.. 1M'CHECKERED CONT CAN L63 DRAVNNG RWBER SECTION SECTION PLATE TREADS �� SECTION SECTION n' -"' S'QOQ SCALE 1-1 12''f'-0' _ SCALE:1-vY'1'-0" \ / SCALE 1-1/2"=1'-0" SCALE x-y2"1'�l' R���7g7g7q \/ SHEET NUMBER lC4:E 1.1�•�1'd Y 6J� 1M" CAP PLATE i-0' Clom" wol-cl TIGHT _ CONT C10x1E3 4"- 3'<' 4• AGAINST EX ISTING C12x20 7 WP r!:5FAM 0 E•1 ROOF DECK) STRINGER S+flRD90M1 Wim! 012x207 STRINGER 114' WP E1/2 TI EN EMBED) ANCHORS 4; f AS SHEMBE D) LOCATED AS SHOWN- NOTIFY }-11•• ENG INEER IF ANY ORT�e;+•CM[CKLR[C^� �j RECEVNS OF THE ALL TINGANCHORS�R1CL Rq Y•;aTF READS '• 114"DAP - 314"O SIMPSON ARE NOT SOLID. G+OV"D PLO"PLATE SET XP GALV EPDXY ANCHORS xr t -f WFLL TO BE REMOVED ^ •I- (4"EMBED)Na f3l�7. t[ -GA s2. T err _ 6t� �4> 114"CHECKERED ��E%ISTING 12'-GA)WELDTO EXISTING DOORtR ]r t L]v3r 111 W 3Id"O PLATE TREADS CONCRETE CHANNEL USING PLL - FRAME (TD BE {1[C SIMPSON`ET XP f5 ' BEAM AR OUND 114' FILLET gEPI-ACED) EPDXVANCHOR _ 14 -EMBEDMENT) �. SECTION ,�1 SECTION WALL STRENGTHENING DETAIL 1 / SCALE I-ll2'=1'-p" SCALE.1-12"=1}0' SCALE :1-112"=1'-0" \/ S 3-0•fNT51 r +• r R r SIKAFLEX 2• 3- +- 119 x 1I8' SAWED KERF SIKAFLEX 1A+ iFq"iY117171]D� S EALANT. OR INTO EXISTING CONC SEALANT OR OPENING, BEYOND APPROVED EQUAL PER MANUFACTURER APPROVED ['01AL f _ INSTRUCTIONS FOAM BACKER ROD �'- -1 FOAM BACKER -E%ISTING ROD STAIRWELL PAINT RAMP SIKATOP 122 WALL SIKATOP 122 PLUS, SAFETY YELLOW 1 PLUS OR OR APPROVED 1-avgDM[p cOUAL EOUAL EXISTING F1N P!! n` EXPANSION i•i . . - u.iT'i'WR�C JOINT QO Lu Ud 12"0 SIM PSON SET XP EXISTING CONCRETE EXISTING FACILITY GALV EPDXY ANCHORS Iii w 3 SLAS.TYPICAL EXPANSION JObIT ry J/�//• / f 6 D Y 'F EXISTING WALL - Q W W U LL �❑ STAIR SECTIONS 11S"x 1IB"SAWEDKERFINTO EXISTINGCONC d EXISTING CONCRETE PER SLAB, TYPICAL MANUFACTURER INSTRUCTIONS �1 SECTION H� l / SCALE:1-12"=1'-0" 5 '_• i'(Y JOtl rva: ibUar �/ OhTl:4MGN 57.7010 D ESIGNED BV DTC DRAWN BV: SLB PHOTO 1-01 PHOTO 1-05 j, PHOTO 1-09 PHOTO 1-13 PHOTO 1-02 PHOTO 1-06 PHOTO 1-10 EXIT PHOTO 1-03 PHOTO 1-07 PHOTO 1-11 PHOTO 1-12 JOB NO.: 160N]031 DATE MM H 23, 2019 DESIGNED BY: DTC SHEET 1-5F PHOTO 2-06 t - i i L f, I^ PHOTO 2-02 I PHOTO 2-07 PHOTO 2-03 PHOTO 2-08 PHOTO 2-04 yr' IFS � F PHOTO 2.09 PHOTO 2-05 a Wo ED BY DTC BY: SLB E.. I I I 1 1 I I f ! 1 I f c i ' 1 r� I • I , I �f 0acALE GRO[]NQ iLOOR pLAk �• GROUND FLOOR PLUMBING PLAN DATEW—H 23,2018 ors" w- LTi DRAWN - JLD e SCALE 3112 - IBHrT NUMBE 1. FKLDWMFf ALV f KI5TTNOOpNDRK:4w PRUH Ta : gTAR'T�ygRN. bN LVDINO LO CATIGN OF ALL STAMTUIUL POST TE N;qA CABLE S DSI!:, X -A AY 1NSPEfT10N Spgw.:rlgauCn 4f CS F1:�ORRi4 • TkNSq%FN6=E8 ROT SEVER OR OFNAOE POST f i 7 ALL NEW RAW SHALL BE SSEYkELV xNCPERE4 TO `[[ I � 1114TINO SMLCrVD E AT A L iWJLTV a FOOT TNTCRVALS-PAWT A"Nf TO AUTON N -,Ml Fw> wiwhw _ ���~� ! [ [ ] SEE9Rpt:�cTC{TIy�FCN EOUWMEHT, PlPG10 ! • = i _ �-= i.. I- ----- -- L TERIAL AND MMTX;+ TgN Ate u1SE-SV Q SHEET KF-YNOT> S :..� _w• .—_._....... Jy ....... ,�.—.__ .. r__ ...............- T.. ...___..__. ...__........... ,I ... R _ _ 1 lIEVf [• S•CRN DAAn, OCHII %NCU ADWE .. .,) D4CYARGE xi uFADE. .-rw.•-nr s w E 7. .E%TEIIo m EYI.^lT "W" DR AMS Fhm I'1 i E F%l1YPl6 LTpgy DRAIN I -a gU1LpNO EL%1f � `Fr-. �� S • e 1 WRrTq LLC L �I E y I AS I I I 1 1 I I f ! 1 I f c i ' 1 r� I • I , I �f 0acALE GRO[]NQ iLOOR pLAk �• GROUND FLOOR PLUMBING PLAN DATEW—H 23,2018 ors" w- LTi DRAWN - JLD e SCALE 3112 - IBHrT NUMBE Co. CM) o I I 1 T IT { SECONI� FLOOR FLAN �• � acuE sxra- E ri Ir i� k I.I Ili z z N < D_ o r Lu �m Nx w _ 3w Q pK r Wu W U �O SECONDFLOOR PLUMBING PIAN — - J06 NO'. 16D4]DJl "wTH.w:Rplls. b+o DESIGNED BY: LES DRAWN BY: JLD B SCALE ]I]3--12 N H� _ DQE GENERAL SHEET NOTES 1. RESDV� ALL EJ4MNQ CONDIIx1M3 PR1 M STARY OF W&RK =LUC" LOCATN]M OF &LL ,MVGTVRALP T TEN;ICM CABLES VSD+G Ya v IkSA[mm. E^. Wo TILTODQM CELL AND DRAW I45TA LL - SHALL MCI RLYER OR 04Y K T TEHSLII"CABLES Z ALL 29CW&IPIW'SHALL CAN PVL AMD SE SECURELY AnO�ASD M eXI5TIgD STRUMA E: AT A W WUU OF FDO- UHkRVALl-PAW ALL PtP MG TO WTLH Nvm,nlM 9xTER10R ]. SEE SMEET X66 Foci R VERENCED P-0T*RA➢I0- H.A— �� A- SEE SPeCTFIr cTCsxS FaR Eq'JD> Mi,F#NIFp kTATEEWL,AMDTNarwATAIi PECYWEWNT5. +weiTwo. —'•5.� y•�+M 'T +••••p O SHEET KEYNOTES 1, r Uu o: AIIP1M6 M Yuv mMew i*CYiY oRAD' Aw OvdeiLET. i. PVC STtMM DRAW AI MDEWNED TO WALL SLOKTDROSCLYJIAROEATM'IFMr- LW �. Si�CWUF vERTICAIL MW-UufA TO ExmTu'G Exma EXOTD MfW WIGF DRAT ek TOGRACE �. RRAJNA Ex�Ttllp EOWMLPOVT AT EkISTiMG # Y }4 \F -- •.\ }1RRIMF:D! TRM4H Ap"tO Tb+_[AST WALLOF IR STA WUL L427 -A61 NEW 1.1WC VAApe u4{ FROM$0T 9 OE TRCUQH AND CGMNECT TC EmMo,.I? D�Aw LWE LDLYNLEMHA A5 " SipWM. S'_L p-ro mI, FBICAN�RS r+ou� f S a z z N < D_ o r Lu �m Nx w _ 3w Q pK r Wu W U �O SECONDFLOOR PLUMBING PIAN — - J06 NO'. 16D4]DJl "wTH.w:Rplls. b+o DESIGNED BY: LES DRAWN BY: JLD B SCALE ]I]3--12 N H� _ DQE F' 4 T r' I CK�,41'11'11 I i 1r IN I HELD VERIF! Atk EMIT;W CMMWPND PRION 70 9TAAT OF VXK. WtYDIWG LGGATWH 09 ALL aTROCYD"l MST UNKW CABLES UMMO %.RAY NL"GTION. FORM THROYOH DECK ANO WAIN 1"'FAUATM Sri LL HOT 3:YER CR DAWZF. P7E7 TEI:ww*GCAELEA ! ALL XkW PWIN6 SHALL BE AEZUMLN AWV%D ED TO EK&F"M5T# UCTL1RE AT A UJt W VIA 9F A FOOT IWMAVk& AUNT ALL PIPP-a TO WCH SUMHAIG 'ERF€NIOIR. i .mW S•I(ET P601 FM RECEEEAICEu PHGTWgAYRS. A.• EEE;pECif�A.7WlS WI EGumYEMT-PIPWU x POGMAY. 5POR09ATE 1NirX Mf WECTU RAL AAID MUCTYRAL Ptmr.- SEE CANN'WSTAUATPOM WAIL W401- 2. HEW E61 b4TA"*AMONA a POSSM M70 [SLC A [xgTWG$GyPPEA•9RAaiADE WTL€F. CCmuDORATE !Ie TE{ INOTALLATION *47OU07URAL C6ROT1gNi PP okex: SEE M" INiTALLATION DETAIL *W 5D1. SEE PHOTOSMAy0747. 1 RE?74VE rarr a DECK aaAw ANO N AL_ NEW SD•20RAe1t yl an71fey 0€Gk- RECONNECT TC Eig7YIP PaAP:AOE yv1TEY. SEE aFt-m Alr \ .. —._-_ .... -... EYnuL7uRE pNALYMARP7pyEVMAL s: F T•OYARE yEEL PROW "ATU4 TLET CAM I� qON moo . N GTA S MFAR _ . SA Yl A8 50 -f DOT YATFI T OUTLET. J hl Y iF I!I Y- — ---44 TPiIR❑ FLOOR PL[JMBINiG PI.Ak T ;uL€ sz • rAr m THIRD FLOOR PLUMBING PIAN E0 BY: LES BY: JLD scALE: vJE'=�V' SHEET �UYBE NOTE CHIP EXISTING GONC LOCATE DRAIN TO SLAB AS REQUIRED AVOID SEVERING OR DAMAGING EXISTING NEW AREA - - - TENDONS. DRAIN .. .. ., 4swr1w EXISTING GROUT AROUND DRAIN WfiH CONCRETE SIAB SAYIC U•T K1LE TtigpVRH SV9 MATERIALS INDICATED ON t y -i•• STRUCTURAL DRAWINGS- ,1 DRAIN INSTALLATION DETAIL PHOTO 3-01 PHOTO 3-02 W. PHOTO 3-03 \/ • 1 ,ior� 3 23�P fl a s •w myN.• U. Z JQO a— a 3:T m U- - Ow w O w �Y Y U y H iF U u 2 O DETAIL AND PHOTOGRAPHS JVCNO.:TE047 T t GATE MARCH 23.1010 DESIGNED BY LES DRAWN BY -SLB- - P-501 - fsr LIGHT FIXTURE SCHEDULE [J�TA Fl�6CNlY�F � w rnl. ��, VOLTAGE MOUNTING REMARKB A B TYPE � ARN-7— 11 1 � ._ j � of 4 _ — \• � Ltc � F tle. 7sd I i i i illl 0►it5310NAt 6NCIR$tlt F !iQ C Q G C tl 0 C I N«�E�. G I i I I o ��: aRm*rmRtR 11I it Z , I 4j I J CjI 90 1 m LU w� k wI, Wr .. .. wm 0 u0w �o GROUND FLOOR ' I - �. LIGHTING PIAN jI NOTE: All electrical work is to be performed by I I I others under the discretion of the City OF Fayetteville. The Contractor shall ,ae No.: t DATE:MARc ZB, 2019 _. - �--- -•o -� ^ - 111- J coordinate with the City's parking staff DESIGNED BY: orc s o I I ] ] .. For the removal of any existing light DRAWN BY: SLE fixtures on the existing stairs in conflict with their replacement. ,r.FEFE 6, oRAMnRaauuetx GRGS1Nf] FLppR iICaMTING PIAN E-701 � .sees>x•ta 'rCES -E 3)33 kLLNBER DESORIPTION [J�TA Fl�6CNlY�F � w rnl. ��, VOLTAGE MOUNTING REMARKB A B � 14 U1, n 11 I ! A! L1 [i I I I.- • f H 1 1 iiW44 w j i i vzp i 1 11 L1 I'll II I� I;!Ti� III � H I'I II Ip Ilk l;l II I II I;I I;I 1 Il[ 1, r I I,1 I I I;I I V hl •: • ,• q I, PI III 1[ In 14 II 19 III IN I# YI I k lil I Pk IS }y I Il. A I.i I!f 1%, ,.,, pnB►Cxsnavu. [!.-.T_...r_-'-•'•pr � I h1 i] Ind I _ , - it 1 II III 19 Ii �1 'if' f! Ia Iq it ISI III II cnK. I'I IA 1A jJ 1�1 III III b2' 1,1 I Ii44Y Ilyl11 I'I I;I I;I j!i - 11 1 I� 1� lil III 11 k6. 1! I' I 1�4 lil II it i� IIs � iN ii ii Ir I ' 11 q 11j i1 II III III i1 �... _............. _..- . _ ... { ' II 11 I$ %1 I I'd IA 1I II II IYAA it IyY I'I II 'l jl 11 11 ;I �I I,I I,II Ij U i{ i .11 iii iii rtELI •7 II 11 t1 rA lil IU ,., Ti II Il 1:1 II,I Ikl it it 11 i0 Y+ rl u IY II 11 LI I�1'� ISI I�I 1:1 7/- II I I,{ III I I I:I jj � ~�� R ��•• yJ� 0 ! II III II Z l 1 I I;I I;I II {�11 It I � z Il I:I � III I!I Itl 11 y'� D.r IN II III III I{ W, SC 11 I:I •1 II I;I I;I W— f1 II II I;I II Y �m • • I'1 I I I Ill II II I I iiiNNN I I III { N• OM II,I I:I rYY711 11 u o 2W pp q1 y SECOND FLOOR 17 fl di 1 L CI �� LIGHTING PLAN i ...__ a All EI N Y electrical work is to be performed by others under the discretion of the City ofQ- Fayetteville. The Contractor shall DATE'MARCH23, 2010 coordinate with the City's parking staff DESIGNED BY DTC - for the removal of any existing light DRAWN BY BUB fixtures on the existing stairs in conflict =g' with their replacement. r;i.,,ar*srn Y 3• �� �p +.rxNa vuucelt SE ND FLOOR'!{GfiTfNG PLAN E-102 sc{u'ax •+ r SHEET N DMBER THI Rp FL00R UGI-ITIll PIAN �Y f %tiLE'i7R'•Ta z; z ¢z ar w y w5 m WT v 0 t �Y MW i� � o THIRD FLOOR LIGHTING PLAN NOTE: f� All electrical work is to be performed by others under the discretion of the City of Fayetteville The Contractor shall DATEW"CH923,2016 coordinate with the City's parking staff DESIGNED W: DTC for the removal of any existing light .0 AWN BY:SLB fixtures on the existing stairs in conflict With their replacement _ Pu -m.*. NUMB" e ..•r JE -143 le�:E ru yuya,gg VicX 17 /9 RECEIVED Dt0 • SEP 11. 2018 I ?-y-1 - CITY f C1.FERK'STOFFICE DOCUMENT 00610 — PERFORMANCE BOND: Bond #546108 KNOW ALL MEN BY THESE PRESENTS: that Steve Beam Construction, Inc. III{11111111411111111IlliII1LIIIHillI 11144111111I1III11111111111111Ii II11 Doc ID: 018206640009 Type : LIE 7201 South 28th St. Kind: PERFORMANCE BOND Recorded: 09/11/2018 at 11 : 50:59 AM Fee Amt : $55.00 Page 1 of 9 Fort Smith, AR 72908 Washington County , AR Kyle Sylvester Circuit Clerk (� as Principal, hereinafter called Contractor, and FlleB035e000QQ5 4 " Employers Mutual Casualty Company P. O. Box 712 Des Moines, IA 50306-0712 as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street ( Fayetteville, Arkansas 72701 Two Hundred Ninety One Thousand as Obligee, hereinafter called Owner, in the amount of Four Hundred Seventy Seven and 00/100 Dollars ($ 291,477.00 ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Contractor has by written Agreement dated August 21 , 2018 entered into a contract with Owner for MEADOW STREET PARKING DECK REHABILITATION which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations, thereunder, the Surety may promptly remedy the default, or shall promptly: A. Complete the Contract in accordance with its terms and conditions, or 00610 Performance Bond 00610 - 1 DOCUMENT 00610 — PERFORMANCE BOND: (continued) B. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this Bond must be instituted before the expiration of two years from the date on which final payment under the Contract falls due. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators, or successors of the Owner. Signed and sealed this 28th day of August 20 18 . CONTRACTOR (CORPORATE SEAL) Steve Beam Constructio Inc. By A:St 00610 Performance Bond 00610 - 2 DOCUMENT 00610 — PERFORMANCE BOND: (continued) SURETY COUNTERSIGNED: Resident Agent State of Arkansas Employers Mutual Casualty Company B H 4/ll-" Bt-PlACIAJWC- 6.10 Pamela K. Hays, Attorney-in-Fact Pamela K. Hays, Arkansas Resident Agent ATTORNEY-IN-FACT (CORPORATE SEAL) P. O. Box 16445 Little Rock, AR 72231 (This Bond shall be accompanied with Attorney-in-Fact's authority from Surety) Approved as to Form: Attorney for END OF DOCUMENT 00610 00610 Performance Bond 00610 - 3 THE FACE AND REVERSE OF THIS DOCUMENT HAVE A COLORED FLAG ON WHITE PAPER AIEMC No. C46383 INSURANCE P.O. Box 712• Des Moines, IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation hereinafter referred to severally as'Company"and collectively as 'Companies", each does, by these presents,make, constitute and appoint: DOUGLAS L. RIEDER, JOHN W. MILLER III, RICHARD W. NAYLOR, F. ANDERSON PHILIPS, CARL R. WISE, MARGARET S. MEYERS, S. LYNN SGHIATTI, WILLIAM H. GRIFFIN, CYNTHIA L. TRICKEY, NICK W. PETERS, JAMES R. RAMSAY, PAMELA K. HAYS, CHARLES W. SEILER, DEBRA JOHNSON its true and lawful attorney-in-fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executes pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executve Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attomeys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her.Alomeys-in-fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. t . Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 23rd day of JULY 2018 , Seals / 1JjJ . Kelle , n / Todd Strother •• owso, c ,`ikgO .",4e �P1v"8 IC, of Companies 2, 3, 4, 5& :; President Vice President • of Company 1; Vice Chairman and - " ' '! : '" ` °: '- r'' '°- :� o CEO of Company 7 SEAL ;ii - 1863 `o = • 1953 l� Y • rows ' fin . 3n • qM • 23rd ,,, •.,, ,,,.••' On this day of JULY AD 2018 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and 4,5,,RAivc.7„ `t '% . i1UAI a Todd Strother,who,being by me duly sworn,did say that they are,and are known to me to be the 16):0;;;,;;•••..("c;',.g44.--:%::, - ` °• "'` ` `' ' ''�`` Chairman, President,Vice Chairman and CEO, and/or Vice President, respectively of each of 3- :t _ _ % • . . The Companies above;that the seals affixed to this instrument are the seals of said corporations; W: SEAL ` .; :o; SEAL g; :s ; SEAL that said instrument was signed and sealed on behalf of each of the Companies by authority rows ; ;� ; .,.,.• 'T• ;4� •.,,,.• ` of their respective Boards of Directors;and that the said Bruce G. Kelley and Todd Strother, as •",,,,,,,.• such officers, acknowledged the execution of said instrument to be the voluntary act and deed M T At/ of each of the Companies. UTUq 414' My Commission Expires October 10, 2019. Sr, KATHY LOttfERtDtiE U Ail i /21... Critic/RAO: October 10, Mite Notary P tic in and for the State of I MOINES,0' CERTIFICATE I, James D. Clough,Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JULY 23, 2018 on behalf of: DOUGLAS L. RIEDER,JOHN W.MILLER III, RICHARD W. NAYLOR,F.ANDERSON PHILIPS, CARL R. WISE, MARGARET S. MEYERS, S. LYNN SGHIATTI, WILLIAM H. GRIFFIN, CYNTHIA L.TRICKEY,NICK W.PETERS, JAMES R. RAMSAY, PAMELA K.HAYS,CHARLES W. SEILER, DEBRA JOHNSON are true and correct and are still in full force and effect. In Testimony Whereof I have subsoib my name apd affixed the facsimile seal of each Company this a�-k. day of LL D-01 g' Vice President 7832(12.16.1 "For verification of the authenticity of the Power of Attorney you may call (515) 345-2689." r DOCUMENT 00611 — LABOR AND MATERIAL PAYMENT BOND: Bond #5461088 This Bond is issued simultaneously with Performance Bond in favor of Owner conditioned on the full and faithful performance of the Contract. KNOW ALL MEN BY THESE PRESENTS: that Steve Beam Construction, Inc. 7201 South 28th St. Fort Smith, AR 72908 as Principal, hereinafter called Contractor, and Employers Mutual Casualty Company P. 0 Box 712 Des Moines, IA 50306-0712 as Surety, hereinafter called Surety, are held and firmly bound unto City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, Arkansas 72701 as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of Two Hundred Ninety One Thousand Four Hundred Seventy Seven and 00/100 Dollars ($ 291,477.00 ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Contractor has by written Agreement dated August 21 , 20 18 , entered into a contract with Owner for MEADOW STREET PARKING DECK REHABILITATION which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 0061 I Labor and Material Payment Bond 00611 - 1 • I DOCUMENT 00611 — LABOR AND MATERIAL PAYMENT BOND: (continued) A. A claimant is defined as one having a direct contract with the Contractor or with a Subcontractor of the Contractor for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental of equipment directly applicable to the Contract. 8. The above named Contractor and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of 90 days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. C. No suit or action shall be commenced hereunder by any claimant: I . Unless claimant other than one having a direct contract with Principal, shall have given written notice to any two of the following: the Contractor, the Owner, or the Surety within 90 days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to Contractor, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid Project is located, save that such service need not be made by a public officer. 2. After the expiration of one year following the date on which Contractor ceased Work on the Contract, it being understood, however, that if any limitation embodied in this Bond is prohibited by any Law controlling the construction hereof, such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such Law. 00611 Labor and Material Payment Bond 00611 - 2 DOCUMENT 00611 — LABOR AND MATERIAL PAYMENT BOND: (continued) 3. Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. D. The amount of this Bond shall be reduced by and to the extent of any payment or payments • made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which • may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this Bond. Signed and sealed this 28th day of August 20 18 . CONTRACTOR (CORPORATE SEAL) Steve Beam Constructio nc. en By f • SURETY COUNTERSIGNED: Resident Agent State of Arkansas Employers Mutual Casualty Company • B •, ' — Br-PlittnilAt 6AF_ Pamela K. Hays, Attorney-in-Fact Pamela K. Hays, Arkansas Resident Agent 00611 Labor and Material Payment Bond 00611 - 3 DOCUMENT 00611 — LABOR AND MATERIAL PAYMENT BOND: (continued) ATTORNEY-IN-FACT (CORPORATE SEAL) P. O. Box 16445 Little Rock, AR 72231 (This Bond shall be accompanied with Attorney-in-Fact's authority from Surety) Approved as to Form: Attorney for END OF DOCUMENT 00611 L 00611 Labor and Material Payment Bond 0061 1 - 4 r THE FACE AND REVERSE OF THIS DOCUMENT HAVE A COLORED FLAG ON WHITE PAPER 'EMCI INSURANCE U Ra N C E P.O. Box 712 • Des Moines, IA 50306-0712 No. C46384 / I CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation hereinafter reeled to severally as'Company'and collectively as'Companies', each does, by these presents, make, constitute and appoint: DOUGLAS L. RIEDER, JOHN W. MILLER III, RICHARD W. NAYLOR, F. ANDERSON PHILIPS, CARL R. WISE, MARGARET S. MEYERS, S. LYNN SGHIATTI, WILLIAM H. GRIFFIN, CYNTHIA L. TRICKEY, NICK W. PETERS, JAMES R. RAMSAY, PAMELA K. HAYS, CHARLES W. SEILER, DEBRA JOHNSON its true and lawful attorney-in-fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS . and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her.Attorneys-in-fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 23rd day of JULY 2018 Seals ' i L 16Ye Jr rub ce G. Kelle airman Todd Strother �o wyryca�v'a *s' of Companies 2, 3,4, 5& ;;President Vice President .i- ,y"°ol,9:' J:k4°V°" . - :¢:�°!•Pq�r'-y of Company 1;Vice Chairman and : i SEAL `• i = 1 s 1863 2,3: :� 1953 —, : CEOCompany -, „..:1:: • Iowa. . :'"„'•'. , '. °.' ' , ••',,,'';- ,,,,,••' On this 23rd day of JULY AD 2018 before me a Notary Public in and for the Slate of Iowa, personally appeared Bruce G. Kelley and ,`NsuRa."CF',, ,00ssuRgti „,.00,,,D.44 'c'''. Todd Strother,who,being by me duly sworn,did say that they are,and are known to me to be the ° ” P '•' Chairman, President, Vice Chairman and CEO, andlor Vice President, respectively, of each of 3 ? SEAL :.:'= p: SEAL� ;;�? SEAL n: The Companies above;that the seals affixed to This instrument are the seals of said corporations; w , . o; that said instrument was signed and sealed on behalf of each of the Companies by authority 'rowA'', ,,r,R ,opto.'';5; 'N ,,,,,. .* of their respective Boards of Directors and that the said Bruce G. Kelley and Todd Strother, as o. ansa, such officers, acknowledged the execution of said instrument to be the voluntary act and deed �M i i-LP.. of each of the Companies. - tlT ' My Commission Expires October 10, 2019. ,� �� A o , ' ' ` !My Commission Mr KATHY LOVERIDGE �U tC IC/L L C7 a A i Number 7881769 �^s ;,1 ,As.-`b. October 10, 4 Notary P tic in and for the State of I ''©/NES.1aS CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JULY 23, 2018 on behalf of: DOUGLAS L.RIEDER, JOHN W.MILLER III, RICHARD W. NAYLOR. F.ANDERSON PHILIPS, CARL R.WISE,MARGARET S.MEYERS, S.LYNN SGHIATTI, WILLIAM H. 1 GRIFFIN, CYNTHIA L.TRICKEY, NICK W. PETERS, JAMES R. RAMSAY. PAMELA K. HAYS, CHARLES W. SEILER, DEBRA JOHNSON ' ( are true and correct and are still in full force and effect. ` " In Testimony Whe of J have subsaittb�dd my name and affixed the facsimile seal of d each Company this c2Wil \ day of r1'U0u S+ , ' -C)10 . / ii, Vice President 7832 02-16) "For verification of the authenticity of the Power of Attorney you may call (515) 345-2689." 1 • Steve Beam Construction,Inc. Meadow Street Deck Improvements Project City of Fayetteville Staff Review Form 2018-0629 Legistar File ID N/A City Council Meeting Date-Agenda Item Only N/A for Non-Agenda Item Justin Clay 11/5/2018 PARKING MANAGEMENT(430) Submitted By Submitted Date Division/ Department Action Recommendation: Approving a change order in the amount of$28,024 to the contract with Steve Beam Construction, Inc.for additional concrete patching, crack repair, steel repair and other miscellaneous items associated with the Meadow Street Deck Improvements Project. Budget Impact: 2130.430.9130-5819 2130 Account Number Fund 15004 Meadow Street Parking Deck Improvements Project Number Project Title Budgeted Item? Yes Current Budget $ 320,624.00 Funds Obligated $ 291,477.00 Current Balance $ 29,147.00 Does item have a cost? Yes Item Cost $ 28,024.00 _ Budget Adjustment Attached? NA Budget Adjustment Remaining Budget $ 1,123.00 V20180321 Purchase Order Number: 2018-00000657 Previous Ordinance or Resolution# 177-18 Change Order Number: 1 Approval Date: 11/08/18 Original Contract Number: 2018-00000038 Comments: CITY OF ti�; FAYETTEVILLE STAFF MEMO pARKANSAS TO: Mayor, Lioneld Jordan THRU: Don Marr, Chief of Staff CC: Wade Abernathy, Facilities and Building Projects Manager FROM: Justin Clay, Parking Manager DATE: November 5, 2018 SUBJECT: Approving a change order in the amount of$28,024 to the contract with Steve Beam Construction, Inc. for additional concrete patching, crack repair, steel repair and other miscellaneous items associated with the Meadow Street Deck Improvements Project. RECOMMENDATION: Staff recommends approving Change Order#1 to the contract with Steve Beam Construction, Inc., for necessary concrete patching, crack repair, and steel repair in addition to the original quantities estimated for the project. Other necessary items identified include topping slabs, curb openings, and an x-ray of the north stairwell block walls. This change order also reflects a deduction of a new deck drain after determination that the existing could remain. BACKGROUND: Resolution 177-18, passed on August 21, 2018, authorized a contract with Steve Beam Construction, Inc. for construction work associated with the Meadow Street Parking Deck Improvements Project. The repair and construction work has revealed some unforeseen conditions that need to be addressed. These items are discussed in greater detail below. DISCUSSION: 1. Ninety-two (92) additional square feet of patching on the third level exit ramp; 2. Twelve (12) additional square feet of crack repair at various locations throughout the deck; 3. Twenty-two (22) additional linear feet of steel angle at the 2"d level repairs. 4. Installation of 88 square feet of topping slabs on the 3rd level to provide adequate slope for new drains. 5. Installation of three (3) curb openings for proper roof drain discharge off sidewalks per City Code Requirements. 6. It was determined by the consultant that the existing roof drain could remain, resulting in - a credit of one (1) new drain. • 7. The final item on the change order is for an x-ray of the north stairwell block walls. This was determined to be necessary when the sidewalk repair work exposed what appeared to be a deteriorating foundation in the adjacent stairwell. The stairwell is independent Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville,AR 72701 1 Steve Beam Construction, Inc. Meadow Street Deck Improvements Project City of Fayetteville Staff Review Form 2018-0629 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Justin Clay 11/5/2018 PARKING MANAGEMENT (430) Submitted By Submitted Date Division / Department Action Recommendation: Approving a change order in the amount of $28,024 to the contract with Steve Beam Construction, Inc. for additional concrete patching, crack repair, steel repair and other miscellaneous items associated with the Meadow Street Deck Improvements Project. 2130.430.9130-5819 Account Number 15004 Project Number Budgeted Item? Yes Budget Impact: 2130 Fund Meadow Street Parking Deck Improvements Current Budget Funds Obligated Current Balance Project Title $ 320,624.00 $ 291,477.00 $ 29,147.00 Does item have a cost? Yes Item Cost $ 28,024.00 Budget Adjustment Attached? NA Budget Adjustment Remaining Budget $ 1,123.00 V20180321 Purchase Order Number: 2018-00000657 Previous Ordinance or Resolution #,177-18 Change Order Number: Original Contract Number: Comments: 9 2018-00000038 Approval Date: ,11/08/18 CITY OF FAYETTEVILLE ARKANSAS TO: Mayor, Lioneld Jordan THRU: Don Marr, Chief of Staff CC: Wade Abernathy, Facilities and Building Projects Manager STAFF MEMO FROM: Justin Clay, Parking Manager DATE: November 5, 2018 SUBJECT: Approving a change order in the amount of $28,024 to the contract with Steve Beam Construction, Inc. for additional concrete patching, crack repair, steel repair and other miscellaneous items associated with the Meadow Street Deck Improvements Project. RECOMMENDATION: Staff recommends approving Change Order #1 to the contract with Steve Beam Construction, Inc., for necessary concrete patching, crack repair, and steel repair in addition to the original quantities estimated for the project. Other necessary items identified include topping slabs, curb openings, and an x-ray of the north stairwell block walls. This change order also reflects a deduction of a new deck drain after determination that the existing could remain. BACKGROUND: Resolution 177-18, passed on August 21, 2018, authorized a contract with Steve Beam Construction, Inc. for construction work associated with the Meadow Street Parking Deck Improvements Project. The repair and construction work has revealed some unforeseen conditions that need to be addressed. These items are discussed in greater detail below. DISCUSSION: 1. Ninety-two (92) additional square feet of patching on the third level exit ramp; 2. Twelve (12) additional square feet of crack repair at various locations throughout the deck; 3. Twenty-two (22) additional linear feet of steel angle at the 2"d level repairs. 4. Installation of 88 square feet of topping slabs on the 3rd level to provide adequate slope for new drains. 5. Installation of three (3) curb openings for proper roof drain discharge off sidewalks per City Code Requirements. 6. It was determined by the consultant that the existing roof drain could remain, resulting in a credit of one (1) new drain. 7. The final item on the change order is for an x-ray of the north stairwell block walls. This was determined to be necessary when the sidewalk repair work exposed what appeared to be a deteriorating foundation in the adjacent stairwell. The stairwell is independent Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 from the deck itself, however we are awaiting analysis from the consultants to determine if significant repair or replacement will be required. BUDGET/STAFF IMPACT: This change order amount is within the contingency amount that has been budgeted and approved for the construction phase of this project. Attachments: Change Order #1. from the deck itself, however we are awaiting analysis from the consultants to determine if significant repair or replacement will be required. BUDGET/STAFF IMPACT: This change order amount is within the contingency amount that has been budgeted and approved for the construction phase of this project. Attachments: Change Order #1. Change Order Steve Beam Construction, Inc. 7201 South 28th Street Fort Smith, AR 72908 Date: 10/3'11118 Internal CO: 1 City of Fayetteville, AR 113 W. Mountain St. Meadow St. Parking Deck Rehab Fayetteville, AR 72701 113 W. Mountain SL Fayetteville, AR 72701 Attn: Thomas Edgmon Owner CO No: 1 Description UM Quantity Unit Price Exl. Price TOPPING SLABS SF 88.0000 20.000000 1,760.00 DEDUCT DECK DRAIN EA 1.0000 -1,100.000006 -1,100.00 ADDITIONAL STEEL ANGLE REPAIR LF 22.0000 60.000000 1,320.00 X-RAY NW STAIRWELL BLOCK WALLS LS 1.0000 1,000.000000 1,000.00 ADDITIONAL CONCRETE PATCHING SF 92.0000 240.000000 22,080.00 ADDITIONAL CRACK REPAIR LF 12.0000 147.000000 1,764.00 NEENAH R-3262 CURB OPENINGS EA 3.0000 400.000000 1,200.00 Total this Change Order: Contractor ., Date Original Contract: Previously Approved Change Orders: 11 /2/2018 Revised Contract to Date: Date 26,624.60 291,477.00 . 0.00 319,601.00 1of1 r EMG. Insurance Companies HOME OFFICE OR BRANCH SERVICE OFFICE — DES MOINES, IOWA ❑✓ Employers Mutual Casualty Company ❑ Dakota Fire Insurance Company ❑ EMCASCO Insurance Company ❑ Illinois EMCASCO Insurance Company ❑ Union Insurance Company of Providence ❑ EMC Property & Casualty Company ❑ Hamilton Mutual Insurance Company ENDORSEMENT RIDER ATTACHED TO AND FORMING PART DATE ENDORSEMENT EFFECTIVE DATE OF BOND OR POLICY NO. OR RIDER EXECUTED OF ENDORSEMENT OR RIDER S461088 06/11/2019 06/11/2019 Obligee: City of Fayetteville, Arkansas - 113 W Mountain St., Fayetteville, AR 72701-6069 Principal: Steve Beam Construction, Inc. 7201 S 28th, Fort Smith, AR 72908-7810 It is hereby agreed that the words: "'$291,477.00*** are hereby deleted, And the words; 11 ***$482,167.00*** are hereby substituted therefore; Provided that, no amount carried under the Bond during any period shall be cumulative with the amount or amounts carried under the Bond during any other period or periods. ACCEPTED: By: '�� Z"_ Principal By: Obligee 7001.1 (5-99) By: Attorney -in -Fact Pamela K. Hays /EMC P.O. Box 712 • Des Moines, Iowa 50306-0712 INSURANCE POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Pamela K. Hays its true and lawful attorney-in-fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number Steve Beam Construction, Inc. S461088 Obligee: City of Fayetteville, Arkansas and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Aftomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to b hereto affixed this 1 st day of July 2018 Seals /�7 — -�A4 7Z PS ............ N SUR�E OO MPy ry COGO F!, IN 8, C4S '. Z SEAL ;; z 1863=0 1953 �= JJ'• r; Z', IOWA * IOWA ♦ O/fin I� ` ` NgURAIVC �c'', `� \N5UR44,C.'', 1(Q�`�pPOR9J�eC0 :,WPB: opPONy qSL SEAL SEAL oSEALSEALo_ * /WP i RTH DPKO ''IN oil O KATHY LOVIERIDGE Commission 780769 My 00mmissloo ExQBes October 10, 2019 Bruce G. Kelley, CEO, Cha an of Companies 2, 3, 4, 5 & 6; President of Companies 1, 2 & 6; Treasurer of Companies 1, 2, 3, 4 & 6 Todd Strother Senior Vice President On this 1st day of July 1 2018 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President and Treasurer, and/or Senior Vice President, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2019. CERTIFICATE )�Q�G�IL(UI I "7l Notary Publi6 in and for the State ofAowa I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 1 st day of July , 2018 , are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11 th day of June , 2019 /V Vice President 7851 (7-18) S461088 K9322 979 ACE 000137 -KK "For verification of the authenticity of the Power of Attorney you may call (515) 345-2689." 41 EMC. Insurance Companies HOME OFFICE OR BRANCH SERVICE OFFICE — DES MOINES, IOWA ❑✓ Employers Mutual Casualty Company ❑ Dakota Fire Insurance Company ❑ EMCASCO Insurance Company ❑ Illinois EMCASCO Insurance Company ❑ Union Insurance Company of Providence ❑ EMC Property & Casualty Company ❑ Hamilton Mutual Insurance Company ENDORSEMENT RIDER ATTACHED TO AND FORMING PART DATE ENDORSEMENT EFFECTIVE DATE OF BOND OR POLICY NO. OR RIDER EXECUTED OF ENDORSEMENT OR RIDER S461088 06/11/2019 06/11/2019 Obligee: City of Fayetteville, Arkansas - 113 W Mountain St., Fayetteville, AR 72701-6069 Principal: Steve Beam Construction, Inc. 7201 S 28th, Fort Smith, AR 72908-7810 It is hereby agreed that the words: " ***$291,477.00*** are hereby deleted, And the words; 11 ***$482,167.00*** are hereby substituted therefore; ProvidedAhat; no amount carried under the Bond during any period shall be cumulative with the amount or amounts carried under the Bond during any other period or periods. ACCEPTED: By: Z(2,��� Principal By: Obligee 7001.1 (5-99) By: 01A-�o Attorney -in -Fact Pamela K. Hays /EMC P.O. Box 712 • Des Moines, Iowa 50306-0712 INSURANCE POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Pamela K. Hays its true and lawful attorney-in-fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: . Number Steve Beam Construction, Inc. S461088 Obligee: City of Fayetteville, Arkansas and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to b hereto affixed this 1 st day of July 2018. •' / Seals Cq',, Bruce G. Kelley, dEO, Cha' an of Todd Strother .o 0', %�O Q� `pPPOgq ;sem =. Companies 2, 3, 4, 5 & 6; President Senior Vice President SEAL` g z 11863 0; � 1953 Compan es 1, 2, 3, 4 & 6reasurer of <: '*,IOWA`Y ` o\�suflgticFc'; 5V .OPPOR,,j,,0 w: SEAL *,IOWA,x Q��NSUflgNC -o- SEAL; * IOwA ` `�U7Uq; .... SEAL - •O�S4fOINES-X,,1 KATHY LOVERIDW Commission Number 780769 MY Cornmission EOM October 10, 2019 On this 1st day of July 2018 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President and Treasurer, and/or Senior Vice President, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2019. CJ ff vlJ1Ld Notary Publi in and for the State o owa CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 1st day of July , 2018 , are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11th day ofJune , 2019 . (�-- //V Vice President 7851 (7-18) S461088 K9322 979 ACE 000137 -KK "For verification of the authenticity of the Power of Attorney you may call (515) 345.2689." EMC, Insurance Companies HOME OFFICE OR BRANCH SERVICE OFFICE — DES MOINES, IOWA ❑✓ Employers Mutual Casualty Company ❑ Dakota Fire Insurance Company ❑ EMCASCO Insurance Company ❑ Illinois EMCASCO Insurance Company ❑ Union Insurance Company of Providence ❑ EMC Property & Casualty Company ❑ Hamilton Mutual Insurance Company ENDORSEMENT RIDER ATTACHED TO AND FORMING PART DATE ENDORSEMENT EFFECTIVE DATE OF BOND OR POLICY NO. OR RIDER EXECUTED OF ENDORSEMENT OR RIDER S461088 06/11/2019 06/11/2019 Obligee: City of Fayetteville, Arkansas - 113 W Mountain St., Fayetteville, AR 72701-6069 Principal: Steve Beam Construction, Inc. 7201 S 28th, Fort Smith, AR 72908-7810 It is hereby agreed that the words: " ""$291,477.00""" are hereby deleted, And the words; 11 ***$482,167.00*— are hereby substituted therefore; Provided that, no amount carried under the Bond during any period shall be cumulative with the amount or amounts carried under the Bond during any other period or periods. ACCEPTED: By: Principal By: Obligee 7001.1 (5-99) By: 'OKA40 Attorney -in -Fact Pamela K. Hays /EMC P.O. Box 712 • Des Moines, Iowa 50306-0712 INSURANCE POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: Pamela K. Hays its true and lawful attorney-in-fact, with full power and authority conferred to sign, seal, and execute the following Surety Bond(s): Surety Bond Principal: Number Steve Beam Construction, Inc. S461088 Obligee: City of Fayetteville, Arkansas and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the first regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to b hereto affixed this 1 st day of July 2018 Seals .PSGO NSURq� �y�L� `OpP ORq �.C�'� Z SEAL;;; Alco ,OpPORSI'.O'1, UT ` D w = SEAL P`'DPOA� 41 �0' C.2 2 ; 1863; o; IOWA 'p 0-`oµ opy'VCF�`0 p SEAL =g �'YORN.DPKP �O�Q`p POR fos y'_ 1953 UTUA;C'''. 9 . aPS:` pPOgyt. S�': =5= =<' SEAL •o�SMOINES �P KAM r vWssisslonnNNum�� Co IIAy girls 10, 20119 1 Bruce G. Kelley, OEO, Cha' an of Companies 2, 3, 4, 5 & 6; President of Companies 1, 2 & 6; Treasurer of Companies 1, 2, 3, 4 & 6 Todd Strother Senior Vice President On this 1st day of July 2018 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Todd Strother, who, being by me duly sworn, did say that they are, and are known to me to be the CEO, Chairman, President and Treasurer, and/or Senior Vice President, respectively, of each of the Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Todd Strother, as such officers, acknowledged the execution of said instrument to be their voluntary act and deed, and the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2019. CERTIFICATE 46," �lW_ Notary Publi6 in and for the State o owa I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on 1st day of July , 2018 , are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11th day of June , 2019 /V Vice President 7851 (7-18) S461088 K9322 979 ACE 000137 -KK "For verification of the authenticity of the Power of Attorney you may call (515) 345.2689."