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HomeMy WebLinkAbout117-23 RESOLUTIONRE 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 117-23 File Number: 2023-725 CHANGE ORDER #12 RFQ-18-11 - ARTS CORRIDOR: A RESOLUTION TO APPROVE CHANGE ORDER NO. 12 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $2,378,349.40 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR, AND TO APPROVE A BUDGET ADJUSTMENT — 2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 12 includes asphalt paving of West Avenue from Center Street to Spring Street; work related to the Police Department substation in the replacement parking deck, and bid packages for the Civic Plaza. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 12 to the Construction Manager at Risk Services Contract with Nabholz Construction Corporation, a copy of which is attached to this Resolution, in the amount of $2,378,349.40 for asphalt paving of West Avenue from Center Street to Spring Street; work related to the Police Department substation in the replacement parking deck, and bid packages for the Civic Plaza as part of the Cultural Arts Corridor Project. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on May 16, 2023 Page 1 Attest: Kara Paxton, City Cleil Treasurer ■������'L�RK /����,d�f ■■��L.• Gf 7 Y •y''. • .C. :r: =r' E1jrV •en (P. 'P f r,F�G �► pint �►►��� \NiiGnIr i Prime Contract Change Order Private Confidential This project is scheduled for a 10 month duration with no weather days incorporated. Since this is a civil project it should be anticipated based on historical data that there will be approximately 90 days of weather impacts to the overall schedule. This work will start at the completion of the Parking Deck project. An official change order will be issued establishing the start and anticipated completion date and time. This Prime Contract Change Order will also change the terms of the contract that will allow Nabholz to provide the procurement of the remaining bid packages with the oversile of the City's Purchasing Division, per the State procurement requirements. The original Contract Value was ............................................ ............................ ............................................... $ 80.000.00 Sum of changes by prior Prime Contract Change Orders................................................................................ $ 11,150,905.63 The Contract Value prior to this Prime Contract Change Order was................................................................ $ 11,230,905,63 The Contract Value will be changed by this Prime Contract Change Order in the amount of............ .............. $ 2,378,349.40 The new Contract Value including this Prime Contract Change Order will be .................................................. $ 13,609,255.03 The Contract duration will be changed by......................................................................................................... 303 Days The revised Substantial Completion date as of this Prime Contract Change Order is ..................................... 9/30/2024 Nabholz Construction Corporation City of Fayetteville CONTRACTOR Address By� SIGNATLJ E DATE OWNER Addre s By t4 A SIGNATUjilr �k DATE ❑ �� PROJECT CONFIDENTIAL Property of Nabhelz Construction Corporation Not for Duplication or Distribution This document includes data prepared In conjunction wl0i the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, In whole or In part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. Prolog Manager Printed on: 4/28/2023 Nabholz Page 2 �N7E6RITy PCCOR #015 Nabholz Construction - HQ 3301 N 2nd Street Rogers, Arkansas 72756 Phone: (479) 659-7800 Project: 02-22-2674 - Downtown Parking Deck 325 N. West Ave Fayetteville, Arkansas 72701 Prime Contract Change Order Request #015: Level 7 Storefronts TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 CHANGE ORDER REQUEST 015/0 PRIME CONTRACT None NUMBER / REVISION: STATUS: Pending - In Review CHANGE ORDER: CREATED BY: SCHEDULE IMPACT: DATE CREATED: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: CHANGE ORDER REQUEST TITLE: Level 7 Storefronts CHANGE ORDER REQUEST DESCRIPTION: CE #055 - Level 7 Storefronts Cost to upgrade storefront glass and frames in police substation to level 7. ATTACHMENTS: Fayetteville Parking Deck - Ballistic Storfront system.pdf , _Bullet proof framing and glazing PD.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER REQUEST: Jacob Keeney (NABHOLZ CONSTRUCTION CORP/ROG) 1 /20/2023 $102,303.62 PCO # I Contract Company Title Schedule Impact Amount 015 CITY OF FAYETTEVILLE Level 7 Storefronts $102,303.62 Total: $102,303.62 CHANGE ORDER REQUEST LINE ITEMS: PCO # 015: Level 7 Storefronts # Budget Code Description FS Amount 08- 1 4100.SUB ENTRANCES/STORE FRONTS. SUB $97,381.00 CONTRACT 2 01-6216.OTH GEN LIAB & UMB.OTHER City of Fayetteville $827 74 3 01-6125.OTH BUILDERS RISK City of $g 74 INSURANCE.OTHER Fayetteville 4 01-6120.SUB SSDI/SDI City of $1,217.26 INSURANCE.SUBCONTRACT Fayetteville 5 99-9999.OTH PROJECT FEE.OTHER City of Fayetteville $2,434.53 6 01-6113.OTH PERFORMANCE & PAYMENT City of $433.35 BON DS.OTH E R Fayetteville Grand Total: $102,303.62 CITY OF FAYETTEVILLE 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 Nabholz Construction Corporation SIGNATURE DATE SIGNATURE DATE Nabholz Construction - HQ Page 1 of 1 Printed On: 1/20/2023 08:43 AM CITY OF Pow, FAYETTEVILLE ARKANSAS MEETING OF MAY 16, 2023 CITY COUNCIL MEMO 2023-725 TO: Mayor Jordan and City Council THRU: Paul Becker, Chief Financial Officer FROM: Waylon Abernathy, Bond Projects & Construction Dir DATE: SUBJECT: Approval of Change Order #12 to RFQ 18-11 with Nabholz Construction for the Arts Corridor, Replacement Parking and Civic Plaza and approve a Budget Adjustment. RECOMMENDATION: Approval of Change Order #12 to RFQ 18-11 with Nabholz Construction on the Arts Corridor project in the amount of $2,378,349.40 for asphalt paving from Center to Spring, PD substation work in the replacement parking deck, and bid packages on the Civic Plaza. This is Phase II of the 2019 Bond project. BACKGROUND: The Replacement Parking Deck is to include a Parking Management System, and 2,000 square feet space or the PD Substation. The Civic Plaza project would commence after completion of the Replacement Parking Deck. As different phases of the Master Contract near completion, per resolution 250-18, balances of Arts Corridor Improvement funds can be used either on replacement parking or Arts Corridor, and therefore balances on Purchase Orders can be appropriated accordingly. DISCUSSION: As the replacement parking deck nears completion, staff request approval to add the parking management system, and begin adding components for the PD Substation. Those include plumbing rough -ins and Bullet Resistant Store Front systems. Also included in this Change Order are some bid packages for the Civic Plaza. Those include Signage and Wayfinding, Landscape and Irrigation, Site Furnishings and Custom Furnishings and Water Feature Installation. This Change Order includes paving from Center to Spring Street, which will complete the street work from center to Spring. Spring to Dickson will occur near the completion of the Civic Plaza. This Change Order will also change the terms of the contract that will allow Nabholz to provide the procurement of the remaining bid packages with the over site of our Purchasing Division, per the State procurement requirements. Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 BUDGET/STAFF IMPACT: This change order will use unallocated Arts Corridor, Street, and Trails bond funds, remaining balances from other Water & Sewer, Police Impact, Parking, and Sales Tax fund accounts. PURCHASE ORDER DETAIL: GLACCOUNT 1-1 PROJECT J 2130.430.9133-5210.00 - 19001 04470.140.8900-S804.00 • 21004 84470.410.8410-5417.00 - 02052 047023W.7800-5809.00 - 46020 O 4703.8W.7800-5814.05 - 460 30 O 4708.860.78W- 5804.00 - 46080 9S400.860.5600-5808.00 - 11011 02300.200.9300-5804.00 - 07001 Grand Total SUB Fund Cost - 7820 2130 - Parking 22,614.00 :-j7800 4470 - Sales Tax Capital Improvement 150,000.00 07800 4470 - Sales Tax Capital Improvement 186,158.31 7800 4702 - Streets Project 2022 Bonds 513,000.00 - 7800 4703 -Trails Project 2022 Bonds 500,000.00 J7800 4708 - Arts Corridor 2022 Bonds 593,714.00 2019.7800 5400 - Water and Sewer 307,000.00 - 7820 2300 - Impact Fee 105,863.09 2,378,349.40 ATTACHMENTS: 2023-725 SRF CO 12 Nabholz, 2023-725 BA Nabholz CO 12 Civic Plaza, FCAC PCCO 012 - Upper Ramble Civic Plaza Initial GMP - Executed Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 - Legislation Text File #: 2023-725 Approval of Change Order #12 to RFQ 18-11 with Nabholz Construction for the Arts Corridor, Replacement Parking and Civic Plaza and approve a Budget Adjustment. A RESOLUTION TO APPROVE CHANGE ORDER NO. 12 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $2,378,349.40 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR, AND TO APPROVE A BUDGET ADJUSTMENT — 2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 12 includes asphalt paving of West Avenue from Center Street to Spring Street; work related to the Police Department substation in the replacement parking deck, and bid packages for the Civic Plaza. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 12 to the Construction Manager at Risk Services Contract with Nabholz Construction Corporation, a copy of which is attached to this Resolution, in the amount of $2,378,349.40 for asphalt paving of West Avenue from Center Street to Spring Street; work related to the Police Department substation in the replacement parking deck, and bid packages for the Civic Plaza as part of the Cultural Arts Corridor Project. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Page 1 Wade Abernathy City of Fayetteville Staff Review Form 2023-725 Item ID 5/16/2023 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item FACILITIES MANAGEMENT (140) Submitted By Submitted Date Division / Department Action Recommendation: 4/28/2023 Approval of Change Order #12 to RFQ 18-11 with Nabholz Construction on the Arts Corridor project in the amount of $2,378,349.40 for asphalt paving from Center to Spring, PD substation work in the replacement parking deck, and bid packages on the Civic Plaza, and approval of a Budget Adjustment. Budget Impact: Various Various Account Number Fund Various Various Project Number Budgeted Item? Yes Does item have a direct cost? Yes Is a Budget Adjustment attached? Yes Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Adjustment Remaining Budget Project Title $ 22,328,309.00 $ 22,203,150.46 $ 125,158.54 $ 2,378,349.40 $ 2,272,487.00 $ 19,296.14 V20221130 Purchase Order Number: 2019-689,2021-763 Previous Ordinance or Resolution # 167-22 Change Order Number: Original Contract Number: Comments: 12 2018-42 Approval Date: City of Fayetteville, Arkansas - Budget Adjustment (Agenda) Budget Year Division Adjustment Number FACILITIES MANAGEMENT (140) /Org2 2023 Requestor: Kevin Springer BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Approval of Change Order #12 to RFQ 18-11 with Nabholz Construction for the Arts Corridor, Replacement Parking, and Civic Plaza Construction Contract and approve a Budget Adjustment. This is the 2019 Arts Corridor Improvements Bond Project. COUNCIL DATE: 5/16/2023 ITEM ID#: 2023-725 Kevin Springer 4126'/2023 72:07 Pln Budget Division Date D - (City Council) TYPE: JOURNAL #: GLDATE: RESOLUTION/ORDINANCE CHKD/POSTED: TOTAL - - v.2023424 increase/ (Decrease) Project.Sub# Account Number Expense Revenue Project Sub.Detl AT Account Name 4470.140.8900-5804.00 150,000 - 21004 7800 EX Building Costs 4470.140.8900-5315.00 (150,000) - 21004 1 EX Contract Services 4702.860.7800-5809.00 513,000 - 46020 7800 EX Improvements - Street 4702.860.7999-5899.00 (513,000) - 46020 7999 EX Unallocated - Budget 4708.860.7800-5804.00 593,714 46080 7800 EX Building Costs 4708.860.7999-5899.00 (593,714) - 46080 7999 EX Unallocated - Budget 5400.860.5600-5808.00 307,000 - 11011 2019.7800 EX Improvements - Water Line 5400.720.5600-5808.00 (307,000) - 11011 1 EX Improvements - Water Line 4703.860.7800-5814.05 500,000 - 46030 7800 EX Improvements - Trails 4703.860.7999-5899.00 (500,000) - 46030 7999 EX Unallocated - Budget 4470.410.8410-5417.00 186,159 - 02052 7800 EX Maintenance - Street 4470.410.8410-5417.00 (186,159) - 02052 1 EX Maintenance - Street 2130.430.9133-5210.00 22,614 - 19001 7820 EX Minor Equipment 2130.430.9133-5210.00 (22,614) - 19001 1 EX Minor Equipment 1 of 1 rt1iE6R1Ty A '• I Prime Contract Change Order Fayetteville Cultural Arts Corridor Project # 02-19-2526 113 W. Mountain St. Tel: Fax: Fayetteville, AR 72701 Nabholz Construction Corporation Date: 4/28/2023 To Contractor: Architect's Project No: Nabholz Construction Corporation Contract Date: 4/18/2018 Contract Number: 02-19-2526 Change Order Number: 012 The Contract is hereby revised by the following items: Upper Ramble Civic Plaza Initial GMP PCO Description Amount 128 Police Substation Additions $ 105,863.09 129 Parking Management System $ 22,000.00 130 Asphalt Paving of West Ave. $ 186,158.31 131 Upper Ramble Civic Plaza Initial Bid GMP $ 2,064,328.00 110 Greenway Guardrail Cable $ 0.00 111 RFI #90 Gregg Ave. Grading $ 0.00 112 Drinking Fountain PRV $ 0.00 113 Tributary Headwall Guardrail Detail $ 0.00 114 Handrail Expansion Joint Detail $ 0.00 115 Remainder of T-Patch Credit $ 0.00 118 Hillcrest Block Final Revision $ 0.00 119 Greenway Work between Center St. and Meadow St. $ 0.00 121 Removal of Four Trees $ 0.00 122 Relocated Water Meters $ 0.00 123 Additional Gregg Ave. Handrail $ 0.00 125 5 N West Ave. Changes $ 0.00 126 Modified Light Pole Bases $ 0.00 127 Greenway Work between Center St. and Meadow St. UNDO $ 0.00 132 FCAP PCCO #01 - CORs #1-31 $ 0.00 133 UREP PCCO #01 - CORs #1 Rev. 1 - #8 $ 0.00 This is a partial change order for the bid packages procured for the project identified as Upper Ramble Civic Plaza. Nabholz continues to seek opportunities for Value Engineering options. The following packages are included: 1. Final Cleaning 2. Signage & Wayfinding 3. Site Furnishings 4. Custom Furnishings 5. Fountain Infrastructure 6. Landscape & Irrigation These bids were based from 100% CD drawings dated 1/11/2023 and also include the addendum 1 drawings dated 1/30/23. Reference attached drawing log of specific drawings upon which bids are based. Included within this change is 23% of the overall GC/GR's and Fee (proportional to the amount of work being purchased compared to the estimated overall amount of work). PROJECT CONFIDENTIAL Property of Nabholz Construction Corporation Not for Duplication or Distribution This document includes data prepared in conjunction with the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. Prolog Manager Printed on: 4/28/2023 Nabholz Page 1 1 2 3 4 5 6 7 8 9 10 11 12 13 11lTFspi1!' � I Initial GMP PROJECT NAME Civic Plaza PROJECT LOCATION Fayetteville, AR REVIEW DATE 4/27/2023 ARCHITECT Nelson Byrd Woltz ESTIMATED DURATION 13 Mnth Nabholz Descriptio Takeoff Quantity Grand Tota Am- 01 Civic Space 01-7423 Final Cleaning Speedy Cleaners 1.00 Isum 6,046 01-7423 Final Cleaning 1.00 Isum 6,046 10-1100 Signage & Wayfinding Best Sign Group 1.00 Isum 157,474 10-1100 Signage & Wayfinding 1.00 Isum 157,474 12-4000 Site Furnishings ACS Playground Adventures 1.00 Isum 265,899 12-4000 Site Furnishings 1.00 Isum 265,899 12-5200 Custom Furnishings Modus 1.00 Isum 270,833 12-5200 Custom Furnishings 1.00 Isum 270,833 13-3419 Fountain Infrastructure Fountain Installation 1.00 Isum 503,793 13-3419 Fountain Infrastructure 1.00 Isum 503,793 32-5000 Landscaping & Irrigation Building Exteriors 1.00 Isum 529,485 32-5000 Landscaping & Irrigation 1.00 Isum 529,485 01 Civic Space 1.00 Isum 1,733,530 Estimate Totals Cost of Work 1,733,530 1,733,530 Building Permit NIC Municipal Fees 1,733,530 General Liability 17,547 Builder's Risk 2,684 Performance Payment Bond 10,322 Insurance 30,553 1,764,083 Construction Contingency 30.965 Contingency 30,965 1,795,048 GCs & GRs 126,500 Entegrity Sustainability Consulting 31,950 GCsIGRs 158,450 1,953,498 Preconstruction Services Fee 20,000 Project Fee 90,830 Contractors Fee 110,830 2,064,328 Total 2,064,328 1.500 PROJECT CONFIDENTIAL Property of Nabholz Construction Corporation Not for Duplication or Distribution This document includes data that is deemed trade secret or proprietary to Nabholz and prepared in conjunction with the Project. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. NA'0101Z Nabholz Construction - HQ Current Drawings Printed on Thu Apr 13, 2023 at 02:13 pm CDT Job #: 02-23-2729 UPPER RAMBLE CIVIC PLAZA 215 N. WEST AVE FAYETTEVILLE, Arkansas 72701 Drawing No. Civil C1.00 Drawing Title DEMOLITION PLAN Revision 1 Drawing Date 01/26/2023 Received.. 01/30/2023 Addendum #1 (01/26/23) C2.00 SITE PLAN AND UTILITY PLAN NORTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C2.01 SITE PLAN AND UTILITY PLAN SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C3.00 GRADING PLAN NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C3.01 GRADING PLAN SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C4.00 DRAINAGE PLAN NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C4.01 DRAINAGE PLAN SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C4.02 DRAINAGE PLAN & PROFILES SHEET 1 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C5.00 OVERALL EROSION CONTROL PLAN - PHASE 1 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C5.01 OVERALL EROSION CONTROL PLAN - PHASE 2 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C5.02 EROSION CONTROL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C6.00 DETAIL SHEET 1 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C6.01 DETAIL SHEET 2 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C6.02 DETAIL SHEET 3 0 01/11/2023 01/13/2023 100% CDs (01/11/23) C6.03 DETAIL SHEET 4 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) C6.04 DETAIL SHEET 5 0 01/26/2023 01/30/2023 Addendum #1 (01/26/23) Electrical E3.1 ELECTRICAL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) E3.2 ELECTRICAL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) E5.1 ELECTRICAL SCHEDULES 0 01/11/2023 01/13/2023 100% CDs (01/11/23) E51.0 OVERALL ELECTRICAL SITE PLAN 0 01/11/2023 01/13/2023 100% CDs (01/11/23) E51.1 ELECTRICAL SITE DEMO PLAN 0 01/11/2023 01/13/2023 100% CDs (01/11/23) ES1.21F ELECTRICAL SITE PLAN AREA - F 0 01/11/2023 01/13/2023 100% CDs (01/11/23) ES1.2G ELECTRICAL SITE PLAN AREA - G 0 01/11/2023 01/13/2023 100% CDs (01/11/23) ES1.3F ELECTRICAL SPECIAL SYSTEMS PLAN AREA - F 0 01/11/2023 01/13/2023 100% CDs (01/11/23) ES1.3G ELECTRICAL SPECIAL SYSTEMS PLAN AREA - G 0 01/11/2023 01/13/2023 100% CDs (01/11/23) IR-1 IRRIGATION KEY PLAN 0 01/11/2023 01/13/2023 100% CDs (01/11/23) IR-2 IRRIGATION PLAN - CIVIC SPACE SOUTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) IR-3 IRRIGATION PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) IR-4 IRRIGATION DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) IR-5 IRRIGATION PUMP EQUIPMENT 0 01/11/2023 01/13/2023 100% CDs (01/11/23) Page 1 of 3 NA'0101Z Nabholz Construction - HQ Printed on Thu Apr 13, 2023 at 02:13 pm CDT Job #: 02-23-2729 UPPER RAMBLE CIVIC PLAZA 215 N. WEST AVE FAYETTEVILLE, Arkansas 72701 Drawing No. Drawing Title Revision g Date Received. 1-0.01 PROJECT NOTES, ASSUMPTIONS & KEY PLAN 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 1-1.10 MATERIALS PLAN - CIVIC SPACE SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) 11.11 FURNISHINGS PLAN - CIVIC SPACE SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) L1.12 PAVING LAYOUT PLAN - CIVIC SPACE SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) L1.13 SITE LAYOUT PLAN SOUTH 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) 1-1.20 MATERIALS PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 1-1.21 FURNISHINGS PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 1-1.22 PAVING LAYOUT PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 1-1.23 SITE LAYOUT PLAN NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L4.00 SITE SECTIONS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L4.01 SEATWALL ELEVATIONS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L4.02 PRECAST ARC WALL ELEVATIONS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L4.03 PRECAST ARC WALL LAYOUT PLANS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.00 PAVING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.01 PAVING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.02 PAVING ENLARGEMENTS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.05 PAVING ENLARGEMENT DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.06 PAVING ENLARGEMENT DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.10 WALL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.11 WALL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.20 STAIR & HANDRAIL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.21 HANDRAIL DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.30 SHADE STRUCTURE & UTILITY ENCLOSURE 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.40 SITE FURNISHINGS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.41 SITE FURNISHINGS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.42 SITE FURNISHINGS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.43 SITE FURNISHINGS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.44 SITE FURNISHINGS & FOUNDATIONS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.50 SPRING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.51 SPRING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.52 SPRING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L5.53 SPRING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.10 TREES PLANTING PLAN - CIVIC SPACE SOUTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.11 SHRUBS PLANTING PLAN - CIVIC SPACE SOUTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.12 GROUNDCOVERS PLANTING PLAN - CIVIC SPACE S 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.13 GROUNDCOVERS PLANTING PLAN - CIVIC SPACE SW 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.15 SOILS PLAN - CIVIC SPACE SOUTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.20 TREES PLANTING PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) Page 2 of 3 NA'0101Z Nabholz Construction - HQ Printed on Thu Apr 13, 2023 at 02:13 pm CDT Job #: 02-23-2729 UPPER RAMBLE CIVIC PLAZA 215 N. WEST AVE FAYETTEVILLE, Arkansas 72701 Drawing No. Drawing Title Revision g Date Received. L6.21 SHRUBS PLANTING PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.22 GROUNDCOVERS PLANTING PLAN - CIVIC SPACE N 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.23 GROUNDCOVERS PLANTING PLAN - CIVIC SPACE NW 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.24 GROUNDCOVERS PLANTING PLAN - SPRING PLANTERS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.25 SOILS PLAN - CIVIC SPACE NORTH 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.50 PLANTING SCHEDULES 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.51 PLANTING DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) L6.55 SOILS DETAILS -07 01/11/2023 01/13/2023 100% CDs (01/11/23) Plumbing F1.0 WATER FEATURE PLAN / DETAILS 0 01/11/2023 1 01/13/2023 1 100% CDs (01/11/23) Structural S1.00 GEN. NOTES & SPECIAL INSPECTIONS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) S2.00 SHADE STRUCTURE FRAMING PLANS & DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 52.01 FOUNTAIN PLANS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 52.02 FOUNTAIN PLANS & DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) S2.03 FOUNDATION DETAILS 0 01/11/2023 01/13/2023 100% CDs (01/11/23) SI1.00 UPPER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) SI1.01 UPPER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 511.02 UPPER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) 511.03 UPPER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) S12.00 LOWER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) S12.01 LOWER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) S12.02 LOWER RAMBLE SIGNAGE AND WAYFINDING 0 01/11/2023 01/13/2023 100% CDs (01/11/23) T0.01 SHEET INDEX 1 1 01/26/2023 01/30/2023 Addendum #1 (01/26/23) Utilities U2.1 PLUMBING SITE PLAN 0 01/11/2023 1 01/13/2023 1 100% CDs (01/11/23) Page 3 of 3 Central Arkansas: F(IONSTRUCTION Northwest Arkansas: 3101 Dugan Dr. 204 Commercial Avenue Little Rock, AR 72206 J Lowell, AR 72745 Phone: (501) 372-0595 Phone: (479) 756-0606 Fax: (501) 372-0594 Fax: (479) 756-0609 December 21, 2022 To: Nabholz Construction Attn: Kurt Phillips Project: Fayetteville Downtown Parking Deck Proposal #: Proposal to furnish and install the following items - Ballistic Storefront, Doors and Glass at Police Department. Base Bid. $97,381.00 If required add 1 % for bonding Terms and Conditions: This price is good for 30 days and is based on progressive billing with payments due 30 days from billing and a maximum of 5% retainage if retainage is held by the owner. Submitted By: Dwayne Hart ACE Glass Construction Approved By: Signature: _ Title: Company: Rev. 03/21 BALLI$TIE AMA moo .* Level 7 No Spall Glazing 7-2003-NS I G7 Specifications: -Ballistic Rating: Meets Or Exceeds The Following -UL752 Level 7 Ballistic Standard -NIJ 0108.1 Level IIIA -EN 1062 Level BR5 -Technical Data This Ballistic Glazing will withstand 5 rounds of .223 (5.56) in a one square foot sample, utilizing a FMJ projectile with a mass of 55 grain (3.56 gram) traveling at 3234 feet / second (986.4 meters / second) with each round delivering an impact of 731 Joules of Energy and a Momentum of 3.51 kg m/s. This Ballistic Glazing may also provide up to 30 minutes of forced entry protection. -Nominal Thickness: -1 5/16'; 1.31'; 33.274mm -Weight Per Square Foot: -12.6731b; 5.748kg -Glazing Options -Tinted Glass (Gray, Bronze, etc.) -Reflective Glass -Low E -Wire Glass -Privacy Glass -IG Units Available -Framing Options -Aluminum Store Front -Aluminum Curtain Wall -Sizing Information -Up to 70" x 130" Various Interlayers; Glass, Polycarbonate, and Polyurethane Tested To 5 Rounds Of 5.56 K.. -Testing Certifications BALLISTIC -NTS BGA20001-1 GLASS &ARMOR I.*SOLUTIONS Saving Lives, Protects gAssets NATIONAL TECHNICAL SYSTEMS BALLISTIC RESISTANCE TEST Date Received: 1/08/2020 Via: FedEx Returned Via: FedEx Test Conditions Temperature: 69.8 °F Humidity: 52 % Test Standard: UL 752, 11th Edition: December 21, 2006 ISBN 0-7629-1080-1 Material Type: Bullet -Resisting Material (Glass) Test Reference: IAW Paragraph 17.5.1 Threat Level: Level 7 Conditioning: Room Temperature (Ambient) Record No.: BGA20001-2 Test Date: 01/10/20 Customer: Ballistic Glass & Armor Solutions, LLC. Range 3 Muzzle to Screen 1: 5.00 ft. Screen 1 - 2: 5.00 ft. Screen 2 - Target: 5.00 ft. Midpoint to Target: 7.50 ft. Target to Witness: 1.50 ft. Witness: 1/8" Corrugated Cardboard Barrel Length: 26 in. Sample Description Test / Ammunition Description Chronograph Test Result Manufacturer: Ballistic Glass & Armor shot Shot Degree Caliber Bullet TIME VELOCITY Penetration Solutions, LLC No. Location Obliquity Weight (gr.) /Type sx-5 ftls No Penetration P/N: 20-7001 1 Upper Left 0° 151.9 3292 No Penetration Type: N/A Sample No.: 3 Size (in.): 12 x 12 2 Upper Right 0° 3 Lower Right 0° 5.56mm 55 /FMJ (M193) 4 Lower Left 0° 153.6 3255 151.3 3305 152.1 3287 No Penetration No Penetration No Penetration Thickness (in.): 1.31 5 Center 0° 154.1 3245 No Penetration Weight (lbs.): 12.673 Model: G7N Part Name: 20-7001 This test was performed in accordance with the National Technical Systems, Inc. Phone 316-832-1600 specification requirements and the results properly 7447 W. 33rd St. N. Fax 316-832-1602 reflect the ballistic performance of the listed sample. Wichita, KS 67205 U.S.A. Email ustl@nts.com REMARKS/NOTES: -See attached photos Ammunition Description / Velocity Requirement (IAW Table 3.1 and Paragraph 4.9): Rating: Level Test Ammunition: 5.56mm Rifle, 55 gr. (3.56g) FMJ / M193 (Full Metal Copper Jacket with Lead Core) Test Velocity: 3080 ft/s + 110% (3080 - 3388 ft/s) Shots Required: 5 Test Sample Mounting (IAW Section 17.1. Paragraph 17.1.2): Test Criteria (IAW Section 17.1. Paragraph 17.1 d Mounting: Sample mounted and clamped in a rigidly fixed frame 1 No Penetration of the promectile through the test sample TEST RESULT: PASS PASS PASS PASS I PASS Shot No.1 Shot No. 2 Shot No. 3 Shot No. 4 1 Shot No. 5 2) No spalling of material on the protected side of the test sample to the extent that fragments embed into or ama a cardboard witness Shot Locations / Shot Spacing (IAW Section 17.5. Paragraph 17.5.11: Shot Pattern: IAW Paragraph 17.5.1 Shot Spacing: 4.50" x 4.50" +/- 0.50" Square (114mm x 114mm +/-12.7mm) Shot Sequence: Upper Left, Upper Right, Lower Right, Lower Left, Center TEST RESULT: PASS PASS PASS PASS I PASS Shot No.1 Shot No. 2 Shot No. 3 1 Shot No. 4 1 Shot No. 5 Shot No. 1 - 4: 3.75" shot -to -edge; 4.50" shot -to -shot Shot No. 5: 6.0" shot -to -edge; 3.25" shot -to -shot 3) No opening of sufficient size to permit insertion of the muzzle of a standard weapon designed to use the ammunition used for the test completely through the sample TEST RESULT: PASS PASS PASS PASS PASS Shot No.1 Shot No. 2 Shot No. 3 Shot No. 4 Shot No. 5 Sample Description: Post -Test Notes / Remarks: Layer 1: Glass (1.31" thick) Crawford / Diefenderfer NATIONAL TECHNICAL SYSTEMS BALLISTIC RESISTANCE TEST Date Received: 02/10/19 Via: Hand Carry Returned Via: Hand Carry Test Conditions Temperature: 72 °F Humidity: 45 % Test Standard: NIJ Standard 0108.01, September 1985 Ballistic Resistant Protective Materials Classification: Type III (High -Powered Rifle) Test Reference: IAW Section 4.4, Table 1. Shots Required: 5 Conditioning: Ambient (Dry) Record No.: BGA19001-14 Test Date: 02/10/19 Customer: Ballistic Glass & Armor Solutions, LLC. Range 3 Muzzle to Screen 1 Screen 1 - 2: Screen 2 - Target: Midpoint to Target: Target to Witness: Witness: 6.56 ft. 3.28 ft. 39.37 ft. 41.01 ft. 0.50 in. 2024-T3 Aluminum Sample Tested Description Test / Ammunition Description Chronograph Test Results Manufacturer: Ballistic Glass & Armor shot shot Degree Caliber Bullet TIME VELOCITY Penetration Model No.: A-6000 Steel No. Location Obliquity Weight (gr.) /Type sx-5 fus No Penetration P/N: N/A 1 Top Left 01 181.3 2758 No Penetration Sample No.: #2 2 Top Right 01 181.2 2759 No Penetration Material Type: Steel Plate 3 Bottom Right 01 7.62x51 mm 150 / FMJ 181.6 2753 No Penetration Size (in.): 15" x 15" x 0.26" 4 Bottom Left 01 179.8 2781 No Penetration Weight (lbs.): 16.32 5 Center 01 181.3 2758 No Penetration This test was performed in accordance with the National Technical Systems, Inc. Phone 316-832-1600 specification requirements and the results properly 7447 W. 33rd St. N. Fax 316-832-1602 reflect the ballistic performance of the listed sample. Wichita, KS 67205 U.S.A. Email ustl@nts.com REMARKS/NOTES: -Sample secured using frame and clamps. -Mark Deaver representing the customer, was present to witness testing. Test Weapon and Ammunition Used (IAW Section 4.4, Table 1.): Reference: IAW Section 5.2.5 Ammunition: 7.62mm NATO, 150 gr. (9.7g) FMJ (Copper Alloy Jacketed Lead Core, U.S. Military M80) Description: (Factory Loaded Ammuntion): Remington UMC / Part No.: 23715 / Catalog No.: L308W4 Weapon: 24" .308 Winchester Barrel ICW Universal Receiver Test Velocity: 2750 +/- 50 ft/s (838 +/- 15 m/s) Shot Locations / Spacing: -Minimum Requirement: 2.0" (50mm) shot -to -edge and shot -to -shot spacing per Paragraph 3.2 Fair Hit. Shot Pattern: 5-Shot Die Pattern Shot No. 1: Top Left 5.75" from left and top edges Shot No. 2: Top Right 4.25" from right edge and 6.25" from top edge; 5.0" from Shot No. 1 Shot No. 3: Bottom Right 5.0" from right and bottom edges; 3.75" from Shot No. 2 Shot No. 4: Bottom Left 5.0" from bottom and left edges; 5.0" from Shot No. 1 and No. 3 Shot No. 5: Center Center of sample; 7.50" from all edges; 3.50" from Shot No. 1-4 Project Manager: Crawford Technician(s): 4.460 SHIM ALL SIDES TYP F4 0 250 SHIM e.. V .ae��r • • r r 9 r r r rsa--tea Ballistic 2.000 Steel 0 7 ATTACK SECURE SIDE T14441 SIDE 4.500 — SECTION A -A ATTACK SECURE SIDE I /?-?] I SIDE 14104 I KIIA T14240 I / Steieltic l 0 O T1 2.000 .360 --1 .610 SUBSILL .250 SHIM SECTION B-B Ballistic Steel 2.000 SECURE SIDE SECURE SIDE 2.000 Ballistic T14441 Steel D T14441 O g. 4.500 4.500 e SHIM ATTACK ATTACK .250 SHIM .250 SIDE SIDE SECTION C-C SECTION D-D General Notes: GN BALLISTIC Aluminum Framing: Typical Exterior Window Detail a Isticgassan armor. All designs, drawings, an GLASS &ARMOR fabrication methods re the exclusive ropert of Ballistlic lass and Armor SCALE DRAWN BY REVISION# 15504 Wright Brothers Dr �olutlors,Ilc; all rights reserved. NTS CLV SOLUTIONS972-707-0105 Addison, I-exas75001 MATERIAL SHEET # DATE REVIEWED BY vin�o A3000 1 of 1 04.07.2022 Lives Prtectin Assets FILE: soGLA BA F C LLISTIC Aluminum Framing: Typical Double Door Detail S & = Ballisticglassandarmor.com All designs, drawings, concepts and S- _� __-- fabrication methods are the exclusive - 972-707-0105 roperty of Ballistic Glass and Armor SCALE DRAWN BY golutions, Ilc; all rights reserved. LUTIONS15504 Wri ht Brother Dr NTS Addison, —texas 7500 LLC MATERIAL SHEET # n. G SECURE SIDE 4.500 ATTAC SIDE SECURE SIDE ATTACK SIDE SECTION A -A SECTION B-B - .250 ATTACK SIDE BALLISTIC Aluminum Framing: Typical Double Door Detail GLASS&ARMORBalIisticglassandarmor.com All designs, drawings, concepts and fabrication methods are the exclusive roperty of Ballistic Glass and Armor SCALE DRAWN BY golutions, IIc; all rights reserved.SOLUTIONS972-707-0105 Addison, 4 n, - ht Brother Dr NL Addison, Tgexas 7500� MATERIAL SHEET # LLC vin Lives Protectin Assets FILE: A3000 2 of 4 SECTION C-C REVISION# CLV DATE REVIEWED BY 05.10.2022 General Notes: GN SECURE SIDE SECUF SIDE ATTA SID 250 �{ � 2.000 SECTION F-F SECURE SIDE �, 1 019, ATTACK SIDE 2.438 1.000 SECURE SIDE 2.000 ATTACK SIDE SECTION G-G D o 00 D p � D BALLISTIC STEEL � D °D r e D og o oc n p.. E1 1.250 BALLISTIC STEEL 2.000 5.000 ATTACK SIDE 4.500 2.436 r� 1.750 E14024 E4531 IN BALLISTIC STEEL P001 SECTION E-E General Notes: GN BALLISTIC Aluminum Framing: Typical Double Door Detail a Isticg assan armor.com esigns, rawings, concepts an GLASS & - _1 - - fabrication methods are the exclusive -972-707-0105 roperty of Ballistic Glass and Armor SCALE DRAWN BY REVISION# golutlons, Ilc; all rights reserved. SOLUTIONS155o4 Wri ht Brother Dr NTS CLV Addison, Tgexas 7500� MATERIAL SHEET # DATE REVIEWED BY LLc ving Lives Protecting Assets FILE: A3000 3 OF 4 05.10.2022 728 E14124 SECURE SIDE SEC SIDE SECTION H-H SECURE SIDE 4.500 ATTACK SIDE -T 2.000 ATTACK SIDE SECTION L-L 250 J P g D SECTION J-J o .D 'TACK TIDE Ain 4.500 SECURE SIDE SECTION K-K General Notes: GN BALLISTIC Aluminum Framing: Typical Double Door Detail GLASS &ARMOR a Isticgassan armor.com designs, rawings,concepts an fabrication methods are the exclusive 972-707-0105 roperty of Ballistic Glass and Armor SCALE DRAWN BY REVISION# golutlons, Ilc; all rights reserved. SOLUTIONS155o4 Wri ht Brother Dr IVT$ C;LV Addison, Tgexas 7500� LLC MATERIAL SHEET # DATE REVIEWED BY ving Lives Protectin Assets FILE: A3000 4 of 4 05.10.2022 ATTACK SIDE CHANGE ORDER REQUEST Grand total for PD substation plumbing rough in: $3,559.47 Deck 74 Reference Document: ASI # 3 Request Description: Breakout for City of just "underground plum MATERIAL BREAKOUT Description 20' of 2" PVC 20' of 3" PVC 40' of 4" PVC 2" PVC Fittings 3" PVC Fittings 4" PVC Fittings 2" Galvanized sleeves 3" Galvanized sleeves 4" Galvanized sleeves 2" link seal 3" link seal 4" link seal Deduct Yellow as saving if city elects to "not use" sleeves and seals Excavation and backfill 850 Section Subtotal +2-, 066.6e Freight and Tax Included ice station" Total: Section Subtotal: MANPOWER Position Hours Rate Subtotal I Per Diem Add/Deduct Journeyman 25 @ $55.00 = $1,375.00 + _ $1,375.00 Note: Include Labor burden in Hourly Rate 2ND TIER SUB" Contractor Name Description of Work Note: Attach this C.O. Request Form filled out by Subcontractor CERTIFICATION Company: Signature: Name/Title: Date: Bond should remain 0% unless contract specifies a bond is required. Total Request is to exclude General Liability and Workers Section Subtotal: Add/Deduct uct $0.00 Section Subtotal: 1 $0.00 Request Subtotal: 40 70 230 36 25 313 17 Fee % 12.000% _ Fee Amount: 4469-92-- Total Before Bond: $439 Bond % 0.000% Bond Amount: $0.000 REQUEST TOTAL: IQA' QUOTATION MECHANICAL SUPPLYMW. r Ra.:rarr,�.l. Att�nao-lean 47el7S0.2aSb Fac aTe17Se-1671 200 s. 2aro, f�. Mift An r M1�e1a STAR gerrss.1168 Fat:47eneMleee WHOLESALE SUPPLY a17Ai3.17�3 F¢a17AR•MO! 1117 W.1" 3L]spli6 M7 H1G[-9M a17At3.ga9 Frca71.13254301 Bill To: JOHNSON MECH CONTRACTORS 513 PRAIRIE STREET FAYETTEVILLE, AR 72701 USA 4425287 Attn:INVOICES EMAIL Customer ID: 16860 Order Number 3232827 Order Date I Page 4/11/202210:38:051 1 of 1 Location Id: 1 Ship To: JOHNSON MECH CONTRACTORS 513 PRAMM STREET FAYETTEVILLE, AR 7270I USA Requested By: Mr. KETCH STEELE PO Number Ship Route Taker ASI #3 DMARTENS Quantities Item ID Item Description Pridn UOAfs Unit Price F-vended Price Ordrred All Remaining U0M flnitSise Q UnftSize Delive Instructions: 1 340 0 340 FT PVCDWV40PE60 FT 10.0224 3,407.62 1.0 PIPE PVC DWV PE 020' SOLID 1.0 Ordered As: DWVS60 200 0 200 FT PVCDWV40PE40 FT 5.2974 1,059.48 1.0 PEPE PVC DWV PE QM0' SOLID 1.0 Ordered As: DWVS40 20 0 20 FT PVCDWV40PE30 FT 3.2211 64.42 1.0 PIPE PVC DWV PE MUO' SOLID 1.0 Ordered As: DWVS30 20 0 20 FT PVCDWV40PE20 FT 1.9529 39.06 1.0 PIPE PVC DWV PE 2X20' SOLID 1.0 Ordered As: DWVS20 Total Lines: 4 TOTAL: 4,570.58 *Plus Applicable Taxes QUOTATION MECHANICAL SUPPLyin W. M-M R&,%*wW.,AR 7275.1.iaM7 47W?W.2055 Fan:4MS&1674 M L Lm. Ft Rmft14 AR rM MD STAR 47W785-11e11 Fax.477l7L5Ai50 WHOLESALESUPPLY 5341%F..#.ftft0.4M0IS00-M2 41710611303 FMz417M63-05p ,n7w.10m31.Jfp1 %m0b1Nl mg 417.304360 Fez47113854301 Bill To: JOHNSON MECH CONTRACTORS 513 PRAIRIE STREET FAYETTEVILLE, AR 72701 USA 4425287 Attn: INVOICES EMAIL Customer ID: 16860 Order Number 3232716 Order Date Page 4/11/202212:34:281 1 of 2 Location Id. 1 Ship To: JOHNSON ME (SHOP 513 PRAIRIE STREET FAYETTEVMLE, AR 72701 USA Requested By: Mr. KEITH STEELE PO Number Ship Route Taker FAYETTEVILLE PARKING GARAGE ASI#3 GMISENHEMER Quantities Item ID Item Description Pricin UOMg Unit Price Extended Price Ordered -49,mh Remaining UOMS q Unitsiu Delivery Instructions. Q 2 0 2 EA PVCDWVC40 EA 7.9908 15.98 1.0 COUPLING PVC DWV HxH 4 1.0 100 12 0 12 EA PVCDWVC60 EA 26.1490 313.78 1.0 COUPLING PVC DWV HxH 6 1.0 100 1 0 1 EA PVC40CAPS30 EA 4.4257 4.43 1.0 CAP PVC 40 SOC 3 1.0 447-030 3 0 3 EA PVC40CAPS20 EA 1.2679 3.80 I.0 CAP PVC 40 SOC 2 1.0 447-020 5 0 5 EA PVC40CAPS40 EA 10.0680 5034 1.0 CAP PVC 40 SOC 4 1.0 447-040 6 0 6 EA PVC40CAPS60 EA 24.1515 144.91 1.0 CAP PVC 40 SOC 6 1.0 447-060 2 0 2 EA PVCDWVRED4020 EA 13.3604 26.72 1.0 REDUCER COUP PVC DWV HxH 4X2 1.0 102 3 0 3 EA PVCDWVY60 EA 92.6651 278.00 1.0 WYE PVC DWV HxHxH 6 1.0 600 2 0 2 EA PVCDWV9020 EA 33009 6.60 1.0 90 PVC DWV HxH 2 1.0 300 QUOTATION MECHANICAL SUPPLyl22 W. Rande° R"prkodW%AR 74704-10017 470I750-ZN5 F0c 4701750-1074 200 & 7no, FL BmMK AR 721014540 STAR 470M-110E Fne4701705.1950 WHOLESALE SUPPLY �sN. Fes+ an�eeda ,m sseo�s�z 417/M7.1363 F=43710i10M 1027 W. lftb ffi. Jqft MD "101."" 4177f 4300 ►=471385.ml Order Number 3232716 Order Date Page 4111/20221234:28 1 2 of 2 Location Id: i Quantities UOM Orde Allocated Reelaining om Size q Item M Item Description Md U099 Untt Size Unit Price Extended Price 1 0 1 EA PVCDWV9030 EA 9.6957 9.70 1.0 90 PVC DWV HxH 3 1.0 300 2 0 2 EA PVCDWV9040 EA 19.1502 38.30 1.0 90 PVC DWV HxH 4 1.0 300 1 0 1 EA PVCDWV9060 EA 67.0494 67.05 1.0 90 PVC DWV HxH 6 1.0 300 1 0 1 EA PVCDWV4540 EA 15.9018 15.90 1.0 45 PVC DWV HxH 4 1.0 321 9 0 9 EA PVCDWV4560 EA 58.7606 528.85 1.0 45PVC DWV HxH6 1.0 321 0 1 EA PVCDWVY4030 EA 26.0602 26.06 1.0 WYE PVC DWV HxHxH 4X3 1.0 601 1 0 1 EA PVCDWVY6040 EA 74.8210 74.82 1.0 WYE PVC DWV HxHxH 6X4 1.0 601 5 0 5 EA PVCDWVY40 EA 32.1015 160.51 1.0 WYE PVC DWV R%MH 4 1.0 60D 1 0 1 EA PVCDWVDY40 EA 74.7766 74.78 1.0 DBL WYE PVC DWV HxHxHxH 4 1.0 611 0 1 EA PVCDWVY4020 EA 19.2119 19.21 1.0 WYE PVC DWV HxHxH 4X2 1.0 601 Total Lines: 19 TOTAL: 1,859.74 *Plus Applicable Taxes QUOTE /f)-4!9,TA1R0S H VAC LyLfu IR OS .+ PHONE. i9013 345.6100 I ETAIROSHVACi .COM Number 005757 Date 03/17/2022 Page 1 or 1 Ship -to. TEMP Bill -to: 102095 JOHNSON MECHANICAL Cash TN 00000 Accounts Payable 3095 Slonebrook Circle Memphis, TN 39116 Reference #E Sisp Terms Whse Freight Ship we JBG John Gleason Net 30 01 PREIADD BESTWAY Quoted By: JBG Quoted To: Effective: NONE Spires: 04/16/2022 Item Description Orderad um I Price I uau I Extension WSCSGO200 METRAFLEX 2" SLEEVE 12" LONG 6 EA 31.00 EA 186.00 WSCSGO400 METRAFLEX 4" SLEEVE 12" LONG 1 EA 51.00 EA 51.00 WSCSG0500 NIBTRAFLEX 5" SLEEVE 12" LONG 1 EA 59.00 EA 59.00 WSCSGO600 ME-MAFLEX 6" SLEEVE 12" LONG 16 EA 72.00 EA 1,152.00 WSCSG0800 METRAFLEX 8" SLEEVE 12" LONG S EA 112.00 EA 560.00 WSCSG1000 METRAFLEX 10" SLEEVE 12" LONG 15 EA 127.00 EA 1,905.00 WSCSG1200 METRAFLEX 12" SLEEVE 12" LONG 3 EA 174.00 EA 522.00 Momhandlse Mfsc Tax Freight Total 4,435.00 .00 .00 .00 4,435.00 FREIGHT CHARGES ARE NOT INCLUDED. Customer Copy Deball Company: Johnson Mechanical JobName: Parking Garage ASI03 Material Set: Bid Labor Set: 100 (PHCC) Run Data: 04-08.2022 ® 0a,28,16 Sort Key: By Family/Slueprint N FamillB 10WISIm Descrl on Pipe- 21 2 Sch 40 PVC DWV PE Pipe Pipe - 14 3 Sch 40 PVC DWV PE Pipe Pipe - 211 4 Sch 40 PVC DWV PE Pipe Pipe - 3146 Sch 40 PVC DWV PE Pipe Fitting - 2 4 PVC DWV Coupling Fitting - 12 6 PVC DWV Coupling Fitting - 3 2 PVC DWV Cap Fitting - 1 3 PVC DWV Cap Fitting - 5 4 PVC DWV Cap Fitting - 4 6 PVC DVW Cap FlWng - 2 4x2 PVC DWV Reducer Fitting - 3 6 PVC DWV Wye Fitting- 2 2 PVC DWV 114 Bend Filling- 1 3 PVC DWV 114 Bend Fitting - 2 4 PVC DM 114 Bend Fitting- 1 a PVC DWV 114 Bend Fitting- 1 4 PVC DWV 118 Bend Fitting- 7 6 PVC DWV 118 Bend Filling - 1 40 PVC DWV Reducing Wye Filling- 1 6M PVC DWV Reducing Wye Fitting - 5 4 PVC DWV Combo Wye Filling - 1 4 PVC DWV Double Combo Wye Filling - 1 4x2 PVC DWV Red Combo Wye Hanger- 104 NA cu yards Sand Backtill Hanger- 104 NA cu yards Excavation Joint - 10 2 Solvent Weld Joints Joint - 4 3 Solvent Weld Joints Joint - 41 4 Solvent Weld Joints Joint - 55 6 Solvent Weld Joints Job hem - 1 NA FLOOR CLEANOUT Job Item - 3 2 LINK SEAL Job Item - 1 3 LINK SEAL Job Item - 8 4 LINK SEAL Job Item - 10 4 Riser Clamp Job Item - 2 NA 8 x 4 reducer Job Item - 3 4 sleeve Job Item - 11 5 sleeve Job hem - 8 6 sleeve 980 (TOTAL) �fe vdvne Pagn 1 olsson a ASI#3 ARCHITECT/ENGINEER'S SUPPLEMENTAL INSTRUCTIONS Owner: City of Fayetteville Owner's Project No.: ID 2021-0916 Engineer: Olsson Engineer's Project No.: 020-02750 Contractor: Nabholz Construction Company Contractor's Project No.: 02-19-2526-CO8 Project: Fayetteville Downtown Parking Deck Fayetteville Downtown Parking Deck — City Costs for Structure; Change Order 8 to Cultural Contract Name: Arts Corridor Contract Construction Management at Risk Contract RFQ-18-11 Date of Contract: Change Order executed by City of Fayetteville on December 14, 2021 Date of AS1# 1: April 01, 2022 This supplemental instruction outlines the proposed 'general' changes to the Contractor's scope of work. This supplemental instruction consists of all drawings, specifications, and other documents listed below. The Contractor shall prepare a quotation to complete all work listed in this supplemental instruction, providing all of the information requested below, or proceeding with the work in accordance with these instructions indicating acknowledgement with no change in the contract sum or contract time. All information listed below shall be quoted as individual line items, with either an incurred cost or credit associated with each revision listed. Lump sum pricing for this supplemental instruction will not be acceptable. Quote shall be organized to clearly state which sketch and activity is being quoted, and also if the work described will result in a credit or an additional cost to the original contract. The Owner may choose to accept or reject this Supplemental Instruction, in whole or in part, in accordance with the Terms and Conditions of the Contract. Both the Contractor and the Owner shall process this supplemental instruction in a timely fashion. SPECIFICATIONS Item 1: None this ASI. DRAWINGS Revised Sheet C1.02A — SITE PLAN - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet C1.0213 — UTILITY PLAN - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet C1.03A — GRADING PLAN - ASI #3 dated 4/01/2022 • See ASI #3 Narrative 302 E. Millsap Road / Fayetteville, AR 72703 0 479.443.3404 STRUCTURAL Revised Sheet S1.01 - GROUND TIER PLAN - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.01 - DOMESTIC, SANITARY & STORM WATER GROUND TIER - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.02 - DOMESTIC, SANITARY & STORM WATER TIER 2- ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.03 - DOMESTIC, SANITARY & STORM WATER TIER 3 - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.04 - DOMESTIC, SANITARY & STORM WATER TIER 4 - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.05 - DOMESTIC, SANITARY & STORM WATER TIER 5- ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet P1.06 - DOMESTIC, SANITARY & STORM WATER TIER 6 - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet E2.01 - POWER & SYSTEMS GROUND TIER - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Revised Sheet E5.01 - DIAGRAMS - ASI #3 dated 4/01/2022 • See ASI #3 Narrative Attachments 2022-04-01 ASI #3- DRAWINGS 2022-04-01 ASI #3- NARRATIVES END OF SUPPLEMENTAL INSTRUCTION NO. 3 302 E. Millsap Road / Fayetteville, AR 72703 0 479.443.3404 ASI #3 — 0410112022 Fayetteville Downtown Parking Deck ASI #3 - Narrative CIVIL — Olsson Revised Sheet: C1.02A — SITE PLAN 1) Revised locations of bike racks 2) Revised location of pedestrian crosswalk along West Ave. Revised Sheet: C1.02B — UTILITY PLAN 1) Additional sanitary line south of structure to connect to MEP plans. 2) Displayed structural column foundations for colonnade to show interaction between utility lines and foundations. Revised Sheet: C1.03A — GRADING PLAN 1) Revised grading for ADA ramps due to pedestrian crossing location change. Structural — Walker Revised Sheet: S1.01 — GROUND TIER PLAN 1) Added landing with concrete wash outside of door at Grid E-9 MEP — Olsson POLICE STATION CHANGES Revised Sheet: P1.01 — DOMESTIC, SANITARY & STORM WATER GROUND TIER 1) Added sanitary rough in piping for police station. Revised Sheet: E2.01 — DOMESTIC, SANITARY & STORM WATER GROUND TIER 1) Moved location of service entrance for police station overhead door. CONDOMINIUM CHANGES Revised Sheet: P1.01 — DOMESTIC, SANITARY & STORM WATER GROUND TIER 1) Added sanitary rough in piping for police station. Page11 302 E. Millsap Road / Fayetteville, AR 72703 0 479.443.3404 / olsson.com ASI #3 — 0410112022 Revised Sheet: P1.02 — DOMESTIC, SANITARY & STORM WATER TIER 2 1) Changed sanitary piping to accommodate added condominiums. Revised Sheet: P1.03 — DOMESTIC, SANITARY & STORM WATER TIER 3 1) Changed sanitary piping to accommodate added condominiums Revised Sheet: P1.04 — DOMESTIC, SANITARY & STORM WATER TIER 4 2) Changed sanitary piping to accommodate added condominiums. Revised Sheet: P1.05 — DOMESTIC, SANITARY & STORM WATER TIER 5 1) Changed sanitary piping to accommodate added condominiums. Revised Sheet: P1.06 — DOMESTIC, SANITARY & STORM WATER TIER 6 1) Changed sanitary piping to accommodate added condominiums. Revised Sheet: E5.01 — DIAGRAMS 1) Provided meter center `MC-2' to accommodate condominiums. 2) Service size to meter center `MC-1" was updated. Page 12 302 E. Millsap Road / Fayetteville, AR 72703 0 479.443.3404 / olsson.com E NT O E m O rm � U O O SHEET KEYNOTES �o 1. 6" STORM DRAINAGE PIPING UP TO AREA DRAIN. LOCATE AREA DRAIN AT LOW I j POINT OF SLOPED CONCRETE PER STRUCTURAL PLANS. 0 2. 8" VERTICAL STORM DRAINAGE CONDUCTOR DOWN TO BELOW GRADE AND UP co TO LEVEL ABOVE. 0 41 0 0Y N 3. VERTICAL PIPING SHOWN OFFSET FROM COLUMN FOR CLARITY. ALL PIPING TO O_ r— BE ROUTED VERTICALLY AS CLOSE TO COLUMN AS POSSIBLE. 10� �a 0 Lu m N �+ O m C'7 LL V) WZ c)_ [O o a. � a ca C, 0 H CD Q O NT.ZE -0 O �(6 O � C/') m) � �N Z Lr) = N L� Q N 00 PTE O��\ F:K NSAS 11 4'''13 11. LI EN -Eu ENGINEER 5 i PfZOFESSIONAL 4" SAN UP/DN-"� Q a ': 11'Li No. 12584 � °.a d � a P a m. a a as q d' 8 � U - nd o- u, - -a_ - n- a• O � d O 4 RAMP DOWN a TO STREET d 6 a 4 a- - RAMP UP TO LEVEL 3 4" C/) ad� O a d- a �' O U) W ° o d 4 `4, a AD-1 z N k—AO O > m. '�� 1 W °a� W c� Q Q 8" SD UP/DN 2 3 a a464 A WLl CO W N o El L—A 0 N a 2 3 8" SD UP/DN co 0 WCO WCO > [4" RD UP/DN I -1 W O AD-1 0 1 I N O co 0- -, D W d W �O H I AD-1 I O N W z Q � of �0 Y u= U of W U) J _ W I O Q W o 06 W � 5 I z IL 3: ILL O O AD-1 � z Jill z z ~ 4 Ir 4" SAN UP/DN WH 1 < O U WH-1 ( , T— — — — — — — — — — — — — — — — — 6 v —A —A —A N Cn C U) O Q 0 Q W J W Q LL_ drawn by: NB checked by: TD approved by: TD DOMESTIC, SANITARY, & STORM WATER SECOND TIER QA/QC by: KC 1 project no.: 020-0275 SCALE: 1/8" = 1'-0" drawing no.: date 08/03/2021 NORTH SHEET P1.02 E U 0 I 0 V) V) 0 \ O Q0 M m NT O E m o rm 0 � U O SHEET KEYNOTES G� �o 1. 6" STORM DRAINAGE PIPING UP TO AREA DRAIN. LOCATE AREA DRAIN AT LOW0 W POINT OF SLOPED CONCRETE PER STRUCTURAL PLANS. � 2. 8" VERTICAL STORM DRAINAGE CONDUCTOR DOWN TO BELOW GRADE AND UP TO LEVEL ABOVE. m 41 C) 0 ti 3. VERTICAL PIPING SHOWN OFFSET FROM COLUMN FOR CLARITY. ALL PIPING TO N 41 m ti BE ROUTED VERTICALLY AS CLOSE TO COLUMN AS POSSIBLE. 0 �a 0 Lu m N �+ O m c'7 ILL V) WZ > �� 00 O �a ca0rr,-- 0 Q F- CD q NJ >, -� o �c/) 00 o � Z N � Q N = N ■ ■ V PTLN5 O��\ F:KSEl LI Etu i PfZOFESSIONAL ENGINEER i i A 111'�O No.12584 ��� 5 1 � a.a ° ° da d 4" SAN UP/DN - da °a a ad ° n ° - - ° - - E d a 4 U) a RAMP UP ° Z TO LEVEL 4 O.d. RAMP DOWN LEVEL 2 ` Cn uiSa °a O o U ui u 4 a Q tr z daa". O - - LLI 4 Q d ° a ° a AD-1 a.d ui N O < CDm. °aa Q N a. 0 O a .� WCO w O 8" SD UP/DN 2 3 d a ' 2 3 8" SD UP/DN � z � El a c a a 1 WCO i wco > 0 4" RD UP/DN CV AD-1 AD-1 CL `r D W W W W < - CID 0 0. LIJ go AD-1 Lli O U Q W LLJ J Z LLI O Q LU 06 Z LL 0� O O 0 ~ Z Q 3: U U_ 5 LL! Cn 0F4" SAN UP/DN Z a � Q W J W LLI Q LL_ drawn by: NB checked by: TD approved by: TD QA/QC by: KC project no.: 020-0275 DOMESTIC, SANITARY, & STORM WATER THIRD TIER dateingno.: 1 date 08/03/2021 SCALE: 1/8" = 1'-0" SHEET NORTH P1.03 E NT O E m O � U O SHEET KEYNOTES 6 o �T 1. 6" STORM DRAINAGE PIPING UP TO AREA DRAIN. LOCATE AREA DRAIN AT LOW J POINT OF SLOPED CONCRETE PER STRUCTURAL PLANS. LLJ H 0 2. 8" VERTICAL STORM DRAINAGE CONDUCTOR DOWN TO BELOW GRADE AND UP TO LEVEL ABOVE.41 m O 3. VERTICAL PIPING SHOWN OFFSET FROM COLUMN FOR CLARITY. ALL PIPING TO O I - BE ROUTED VERTICALLY AS CLOSE TO COLUMN AS POSSIBLE. N 41 ti cU �a 0 Lu m N �+ O (B c'7 ILL V) WZ > �� �a COorr,--0 Q F- CD q NJ >, - � o �c/) m o � Z N 0o Q N = N W V PTE O��\ F:K NSAS 11 LI EN -Eu PfZOFESSIONAL ENGINEER i 4" SAN UP/DN - n �1111 O No. 12584 \�� T 1yy� P o ° qa a ° Q 4 a g o a° O � ° ° n a 4 RAMP DOWN a RAMP UP LEVEL 3 TO LEVEL 5 O a s a° a cn 0 9 4' n W 4 ° AD-1 z O O m' a a w s. Q UP/DN 2 3 a WCO T Lu N 2 3 a`8" SD UP/DN o Q N El 1 WCO WCO 1 0 UP/DN AD-1 AD-1 � Oz 0 0 N O D_ J W a- W J o- of f— d AD-1 O � W W Y Q W W � J J Z W O U) Q W J k: 0 W Q � LL > O O N~ z Q � U 5 O 0--4" SAN UP/DN ui (� Cn O Q Q W J W W Q LL_ drawn by: NB checked by: TD approved by: TD DOMESTIC, SANITARY, & STORM WATER FOURTH TIER QA/QC by: KC 1 project no.: 020-0275 SCALE: 1/8" = 1'-0" drawing no.: date 08/03/2021 NORTH SHEET P 1.04 E NT O E m 0 Ch U O SHEET KEYNOTES 6 6T �o 1. 6" STORM DRAINAGE PIPING UP TO AREA DRAIN. LOCATE AREA DRAIN AT LOW0 POINT OF SLOPED CONCRETE PER STRUCTURAL PLANS. HI j 2. 8" VERTICAL STORM DRAINAGE CONDUCTOR DOWN TO BELOW GRADE AND UP TO LEVEL ABOVE. ch 41 c� O 3. VERTICAL PIPING SHOWN OFFSET FROM COLUMN FOR CLARITY. ALL PIPING TO C~1I BE ROUTED VERTICALLY AS CLOSE TO COLUMN AS POSSIBLE. 41 Q c� �a 0 Lu m N �+ O m c'7 LL V) WZ > �� �a COorr,--0 Q F- CD q NJ >, -� o �c/) m o � Z N 0o Q N = N W V PTE O��\ � P 111 F:K NSAS 11 LI EN -Eu ENGINEER 5 i PfZOFESSIONAL L4"SANLUP/DN a �1 N o' 12584 _ p 1iy\` p P' a° o ° qa a ° g O ^ 41 ° ° n a 4 RAMP DOWN a RAMP UP LEVEL 4 TO LEVEL 6 0 9 a °_ i Q tr z 00, 0 AD-1 m. O °a a w c� > Q a WCO 8" SD UP/DN 2 3 2 3 a`8" SD UP/DN Q N El o 0 WCO WCO I 4" RD UP/DN w O AD-1 0� z LO AD-1 O O N O IL J Z)w aw a < J �O F— AD-1 LO W Y Q W W � J J Z W 06 LLJ Z Ili ILL O O Q � U 5 Cn 0-4" SAN UP/DN (� Cn Cn O Q Q W J W W Q LL_ drawn by: NB checked by: TD approved by: TD ML DOMESTIC, SANITARY, & STORM WATER FIFTH TIER QA/QC by: KC 1 project no.: 020-0275 SCALE: 1/8" = 1'-0" drawing no.: W] date 08/03/2021 NORTH SHEET P1.05 E U 0 I 0 _V) V) O 0 Q0 M m NT O E m 0 � U O SHEET KEYNOTES 6 o �T 1. 6" STORM DRAINAGE PIPING UP TO AREA DRAIN. LOCATE AREA DRAIN AT LOW J POINT OF SLOPED CONCRETE PER STRUCTURAL PLANS. LLJ H 0 2. 8" VERTICAL STORM DRAINAGE CONDUCTOR DOWN TO BELOW GRADE AND UP TO LEVEL ABOVE.41 -0 ch m O 3. VERTICAL PIPING SHOWN OFFSET FROM COLUMN FOR CLARITY. ALL PIPING TO O I - BE ROUTED VERTICALLY AS CLOSE TO COLUMN AS POSSIBLE. N O_ 41 ti 4. CAP 4" SANITARY STACK FOR FUTURE USE. u�i Q W0 } N N �+ O (B c'7 ILL V) WZ > �� 00 0 �a caorr,--� Q F- oo NJ >, -� o �c/) 00 o � Z N � Q N = N ■ ■ V El_ PTE O��\ F:K NSAS 11 LI EN -E: PfZOFESSIONAL ENGINEER 4 4" SAN UP/DN� A 4 111�Y5Q 1 0\�� > C�Ql RAMP DOWN LEVEL 5 Z O > ROUTE 4" OD TO DOWNSPOUT AT DS-1 6TH FLOOR OF PARKING DECK. z W O a U U) u1 z Z O > c> w Q CO 8" SD DIN 2 3 N 2 3 8" SD DIN Q N 0 0 0 CO 4" RD UP/DN AD-1 C� Lu Oz 0 LO AD-1 O N 0 W W Y Q w W Q J J Z W Q W o06 � W Z ILL O O ~ z 5 Q O U UCE: UP/DN () (f) Cn W Q Cn O Q Q W J W W Q LL_ drawn by: NB checked by: TD approved by: TD DOMESTIC, SANITARY, & STORM WATER TOP TIER QA/QC by: KC 1 project no.: 020-0275 SCALE: 1/8" = 1'-0" drawing no.: date 08/03/2021 NORTH SHEET P1.06 U 0 n I 0 V) V) O O 7 m NORTH LP' POWER & SYSTEMS GROUND TIER SCALE: 1/8" = 1'-0" GENERAL SHEET NOTES A. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. B. JUNCTION BOXES UTILIZED FOR WALL MOUNTED DEVICES SUCH AS SIGNAGE, WALL SCONCES, RECEPTACLES, ETC. SHALL BE RECESSED IN CONCRETE WITH CONDUIT PATHWAYS PROVIDED DURING MANUFACTURE OF STRUCTURE. COORDINATE ALL LOCATIONS WITH STRUCTURAL PRIOR TO MANUFACTURE. C. REFER TO SECURITY PLANS FOR ADDITIONAL INFORMATION. O SHEET KEYNOTES M 0 M C 1. (1)-2" CONDUIT FOR FIRE ALARM COMMUNICATION CABLING. ROUTE BELOW O GRADE AND TERMINATE IN AN IN -GRADE BOX 5-0" FROM BUILDING. U) � o 2. HEAT DETECTOR AT THE BASE OF THE ELEVATOR SHAFT. ACTIVATION OF HEAT 0 J DETECTOR SHALL CAUSE A FIRE ALARM RELAY TO ACTIVATE MECHANISM IN THE H POWER MODULE. 3. EMPTY CONDUIT PER ONE -LINE DIAGRAM ROUTED BELOW GRADE FROM UTILITY 41 -0 M TRANSFORMER SECONDARY FOR FUTURE METER BANK. CAP CONDUIT WITH m 0 PULL STRINGS. 41 ti 4. TELECOMMUNICATIONS GROUND BAR. REFER TO GROUND BAR DETAIL FOR ADDITIONAL INFORMATION. 5. 1" CONDUIT ROUTE TO TOP TIER FOR ELEVATOR TELECOM CABLING. 0 cv � 6. SECURITY CONDUIT NOT SHOWN. REFER TO SECURITY PLANS FOR ADDITIONAL Lu N INFORMATION. N o M IL 7. SUMP PUMP CONTROL PANEL. ROUTE 2" CONDUIT TO SUMP PUMP. REFER TO V) Lu SUMP PUMP DETAIL FOR ADDITIONAL INFORMATION. 8. FUTURE 208V PRIMARY: 277/480V SECONDARY TRANSFORMER FOR FUTURE 19 W Z � L Co oW LEVEL III CAR CHARGING STATIONS. Q oo � coo ZD 9. CONDUITS FOR CAR CHARGING STATIONS ROUTED UP TO FLOOR ABOVE. SEE i J Q ~ O °� o LEVEL ABOVE POWER PLANS FOR ADDITIONAL INFORMATION. 00 cn m U 10. FUTURE 225A, 480V, 3PH PANELBOARD FOR FUTURE CAR CHARGING STATIONS. z N o 00 O N = `� LLB V 11. CONDUIT PER ONE -LINE DIAGRAM ROUTED BELOW GRADE FROM METER BANK AND STUBBED UP AT 3" A.F.F. FOR FUTURE RETAIL SPACE PANEL. CAP CONDUIT WITH PULL STRINGS. REFER TO ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. ` V/ 12. PROVIDE JUNCTION BOX ROUGH -IN WITH CONDUIT FOR LARGE SIGN POWER. 13. GROUND ROD CONNECTION FOR SERVICE ENTRANCE GROUNDING. REFER TO GROUND CONNECTION DETAIL. 14. PROVIDE (1) 2" EMPTY CONDUIT TO EACH POTENTIAL TENANT SPACE, FIVE TOTAL, WITH PULL STRING FOR FURTURE COMMUNICATION WIRING. INSTALL OVERHEAD AND AS TIGHT TOT EH STRUCTURE AS POSSIBLE. COORDINATE LOCAITONS AND r7.. REQUIREMENTS WITH ARCHITECT ANBD STRUCTURAL ENGINEER. z O I= a ry U U) W z O w ry w Q 0 pTE "S x p 111 F :KlMAS LICENstu PROFESSIONAL ENGINEER 11'�0 No.12584 ry W z D O U) 2 W U) U) 06 ry W O a_ Y U W W � J J Z W ry � Q W � Q Z LL H O O � >_ Z � U O r) C) z O U) W N O N U) Q U) z Q ry Q Lu J W W Q LL drawn by: SH checked by: TD approved by: TD QA/QC by: TD project no.: 020-0275 drawing no.: date 08/03/2021 SHEET E2.01 r— —-MC-2'— — r -' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — MB-3 1200A i 125A 125A 125A 125A 125A 125A 125A 125A 125A 125A 3P i 12P 12P 12P 12P 12P 12P 12P 12P 12P 12P I I j j j j j j j j j I I' WHM WHM WHM WHM WHM WHM WHM WHM WHM WHM L— — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 125-3 125-3 > < 125-3 > < 125-3 > < 125-3 > < 125-3 CT CABINE NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW F-1 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 'LX-1' 'LX-2' 'LX-3' 'LX-4' 'LX-5' 'LX-6' 'LX-7' 'LX-8' 'LX-9' 'LX-10' — E6101 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I , I I , 125A 125A 125A 125A 125A 125A 125A 125A 125A 125A 125A 12P 12P 12P 12P 12P 12P 12P 12P 12P 12P 12P I I , WHM WHM WHM WHM WHM WHM WHM WHM WHM WHMj-(WHMI ' L 125-3 r 125-3 125-3 125-3 125-3 125-3 125-3 125-3 125-3 T NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL 'LX-21' 'LX-22' 'LX-23' 'LX-24' 'LX-25' 'LX-26' 'LX-27' 'LX-28' 'LX-29' 'LX-30' 'LX-31' U 0 0 I 0 V) V) 0 O 7 m UTILITY �� TRANSFORMER 120/208V, 3 PH, 4W SEC UTILITY CONTACT: SWEPCO JOHN LE EMAIL: the@aep.com PHONE: 479-973-2426 GENERAL SHEET NOTES 1. BREAKER COORDINATION STUDY PER SPECIFICATIONS. PROVIDE BREAKER COORDINATION STUDY PRIOR TO INSTALLATION OF EQUIPMENT. 2. PROVIDE IN BID ALL COST FOR UTILITY REQUIREMENTS. INCLUDING BUT NOT LIMITED TO: TRENCHING, CONDUIT, BACKFILL, CONCRETE PAD, ETC. COORDINATE WITH UTILITY COMPANY FOR ALL REQUIREMENTS. O SHEET KEYNOTES 200-4 1. METER PER UTILITY REQUIREMENTS. REFER TO METER BANK / MANUFACTURER FOR ADDITIONAL INFORMATION. 2. FUTURE TENANT METERS AND CIRCUIT BREAKERS IN METER BANK. CAP CONDUIT WITH PULL STRINGS. REFER TO PLANS FOR ADDITIONAL 'MC-1' 2 2 MB-1'2MB-2' r_� 2---3. INFORMATION. SURGE PROTECTION DEVICE PER SPECIFICATIONS MOUNTED ABOVE r — n — -r — — — — — — — — — — — — — — — — — — — T — — — — — — — — — — — — — PANELBOARD. KEEP CONNECTION DISTANCE AS SHORT AND STRAIGHT AS POSSIBLE. COORDINATE BREAKER AND CONDUIT SIZE WITH 00-4S I 1200A I 200A 200A 200A 200A I 400A 400A APPROVED SUBMITTALS. WIRING SHALL BE INSTALLED IN PVC NIPPLE. 3P I 1 3P 1 3P j 1 3P j 3P I 1 3P j 1 3P j r -Ij 4. PROVIDE SURGE PROTECTION DEVICE (SPD) TO THE TOP OR SIDE OF THE PANELBOARD. CONDUCTORS FROM BREAKER TO THE SPD SHALL 600A, 3P, I I DISCONNECT O O 0 0 I O O I BE NO LONGER THAN 18", SHALL HAVE NO 90-DEGREE BENDS AND SHALL BE INSTALLED IN PVC NIPPLE BETWEEN PANELBOARD AND SPD. 'DS-1' I I WHM WHM WHM WHM I WHM I 5. CT CABINET AND METER PER UTILITY REQUIREMENTS. L J L — — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — — — — — — _ J 6. ALL SERVICE GROUNDS SHALL BE BONDED TOGETHER PER GROUNDING DETAIL. 6 200-4 200-C 200-C 200-C 200-C 200-C 00-4S � O 1 E6.01 z z z z Q z Q N WZ > L� � a m OEL mC) c/) M 0 O m O 00 Z N o 00 C 0 � =N N V (V/ -0 cY) m o O I�- N ti �a cv � W } N O c'M IL i ZD 7 NEW z z z Lu Lu PANEL z z 'P1' J J J = _ W W Lu of 0-1of Y Y V7 r'MDP' — — — — — — — — — — — — — — — — — — — — — — , 120/208V, 3PH, 4W 400A 400A 70A 70A 100A I 3P 1 3P � 3P 1 3P 1 1 3P 1 I I j j j j Ij I L — — — — — — — — — — — — — — — — SPARE J SPD 30 400-4 SPD NEW PANEL 'LP1' 400-4 SPD NEW PANEL 'LP2' FUTURE XFMR TF1 FUTURE PANEL 'HP' I"EPM1" M PASSENGER ELEVATOR 1 "EPM2" M PASSENGER ELEVATOR 2 ONE -LINE DIAGRAM SCALE: NOT TO SCALE NORTH WALL SERVICE 2 ELEVATION NOT TO SCALE FEEDER SCHEDULE FEEDER NO. SETS CONDUCTOR SIZES (AWG or kcmil) CONDUIT SIZE PHASE NEUTRAL GROUND 70-3 1 344 #4 1 - #8 1-1/4" 125-3 1 341 #1 - 1 - #6 1-1/2" 200-4 1 3 - #3/0 1 - #3/0 1 - #6 2-1/2" 200-C 1 - - - 4" 400-3 2 3 - #3/0 - 1 - #3 2-1/2" 400-4 2 3 - #3/0 1 - #3/0 1 - #3 2-1/2" 600-3 2 3 - 350 KCMIL - 1 - #1 3" 600-4 j 2 j 3 - 350 KCMIL j 1 - 350 KCMIL j 1 - #1 3" 1200-4S 4 3 - 350 KCMIL 1 - 350 KCMIL 3If " LOAD BREAKDOWN - SERVICE TO BUILDING @ 208V SPACE EQUIPMENT WATTS/SF SF CONNECTED KW PARKING GARAGE DISCONNECT'DS-2' - - 186 FUTURE POLICE METER CENTER'MC-1' 15 2204 33 FUTURE RETAIL METER CENTER'MC-1' 15 2204 33 FUTURE RETAIL METER CENTER'MC-1' 15 2204 33 FUTURE RETAIL METER CENTER'M-1' 15 2204 33 FUTURE KITCHEN METER CENTER'MC-1' 30 2204 66 FUTURE KITCHEN METER CENTER'MC-1' 30 2204 66 FUTURE KITCHEN FUTURE METER CENTER'MC-2' 30 2204 66 FUTURE KITCHEN FUTURE METER CENTER'MC-2' 30 2204 66 TOTAL CONNECTED KW 582 KW Assembly Code z O a U U) w 0 z O w 0-1 Q 0 pTE "S p 111 F :KlMAS LLICENstu PROFESSIONAL ENGINEER 11�0 No.12584 U) CD Q drawn by: checked by: approved by: QA/QC by: project no.: drawing no.: date C) z 0 U) W N O N V U W W � J J z W ry � Q W W Q Z LL LL 0 0 � >- Z � U 0 r) U) Q U) z Q ry Q Lu J W W Q LL SH TD TD TD 020-0275 1.2 08/03/2021 SHEET E5.01 %N7EGRITy PCCOR #032 Nabholz Construction - HQ 3301 N 2nd Street Rogers, Arkansas 72756 Phone:+14796597800 Project: 02-22-2674 - Downtown Parking Deck 325 N. West Ave Fayetteville, Arkansas 72701 Prime Contract Change Order Request #032: Parking Management System TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 CHANGE ORDER REQUEST 032/0 PRIME CONTRACT None NUMBER / REVISION: STATUS: Pending - In Review CHANGE ORDER: CREATED BY: SCHEDULE IMPACT: DATE CREATED: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: CHANGE ORDER REQUEST TITLE: Parking Management System Chad Robinson (NABHOLZ CONSTRUCTION CORP/ROG) 4/13/2023 $122,614.59 CHANGE ORDER REQUEST DESCRIPTION: CE #064 - Parking Management System Fayetteville City has requested that Nabholz procure the parking management system. The system has been reviewed by the City for compliance with needed functionality, performance, warranty and installation requirements. ATTACHMENTS: Cost SummaryREV 4.13.23.pdf , IPS Group Pricing Comm unication.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER REQUEST: PCO # I Contract Company Title Schedule Impact Amount 032 CITY OF FAYETTEVILLE Parking Management System $122,614.59 Total: $122,614.59 CHANGE ORDER REQUEST LINE ITEMS: PCO # 032: Parkina Management Svstem # Budget Code Description FS Amount 1 26-1000.SUB ELECTRICAL. SUBCONTRACT Parking Management System City of Fayetteville $106,230.00 2 26-1000.SUB ELECTRICAL. SUBCONTRACT Electrical Rough In for Signage (Allowance) City of Fayetteville $5,000.00 3 26-1000.SUB ELECTRICAL.SUBCONTRACT Shipping (Allowance) City of Fayetteville $3,208.00 Subtotal: $114,438.00 General Liability Insurance: $972.72 Builders Risk Insurance: $11.44 SDI 11,430.48 Fee: $5,252.70 PP Bond: $509.25 Grand Total: $122,614.59 Nabholz Construction - HQ Page 1 of 2 Printed On: 4/13/2023 01:49 PM INTEGBIry PCCOR #032 CITY OF FAYETTEVILLE 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 Nabholz Construction Corporation SIGNATURE DATE SIGNATURE DATE Nabholz Construction - HQ Page 2 of 2 Printed On: 4/13/2023 01:49 PM PARKING MANAGEMENT SYSTEM - FAYETTEVILLE PARKING DECK - 325 N WEST AVE Revised 4.13.23 Item Description Cost 1 LPR Hardware and Software — supply, install & warranty (no shipping) $35,019 2 Pay stations (5 ea) — supply and install (no shipping) $44,940 3 IP Display Signs (double -sided) — 1 @ 32X96 $8,250 4 IP Display Signs (double -sided) — 1 @ 32X64 $5,430 5 IP Display warranty — 3 years $3,154 SUB TOTAL $96,793 6 Sales Tax (9.75%) $9,437 SUB TOTAL $106,230 7 Shipping (Pay Stations) $2,023 8 Shipping (LPR Hardware) $185 9 Shipping (Allowance - Displays) $1,000 10 IP Display Installation (Allowance) $5,000 TOTAL $114,438 Chad Robinson From: Clay, Justin <jclay@fayetteville-ar.gov> Sent: Thursday, April 13, 2023 8:21 AM To: Chad Robinson Cc: Abernathy, Waylon; Braxton Ratliff, Jacob Keeney; Kyle Stout Subject: FW: IPS Group Pricing- Fayetteville, AR Parking Deck Attachments: City of Fayetteville Arkansas_SalesQuotegty5.pdf; IPS Bid 4.3.23csr.pdf, Cost Summary.pdf Follow Up Flag: Follow up Flag Status: Flagged CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Chad, Attached (first attachment) is a revised quote for pay stations that should bring our total down by $10,337.09. Details below. I've also attached the reference and summary documents that you sent over earlier this week that these changes could be applied to (attachments 2-3) New cost for Pay Stations supply and install (no shipping): $44,940. Reflects a deduction in on -site install of $3,800 reducing the total by that amount ($48,740 - $3,800 = $44,940) New cost for Pay Station Shipping: $2,022.91. Reflects a deduction of $6,537.09 in pay station shipping costs reducing the total by that amount ($8,560 - $6,537.09 = 2,022.91) We're good with this number. Let me know what I can do to help with this process and get IPS what they need to submit the order. Thanks, Justin Clay Parking Manager Parking Management Division City of Fayetteville, Arkansas iclav(@favetteville-ar.gov T 479.575.8277 Website I Facebook I Twitter I Instagram I YouTube CITY OF FAYETTE ILLE ARKANSAS From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Thursday, April 13, 2023 8:04 AM To: Clay, Justin <jclay@fayetteville-ar.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Here is an updated quote we should get to sales orders ASAP. No taxes. And 1 IPS tech for 1 day which is the minimum. Took that to $950 from $4,750. best SMARTER PARKING I .. SMART T ITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. t. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Clay, Justin <jclay@fayetteville-ar.gov> Sent: Thursday, April 13, 2023 8:40:34 AM To: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck That's fair. And yes, the $10k for IP Display install is an estimate. Is the $6,536.70 in reduced shipping the only reduction? Any room on IPS or Vigilant on -site technicians? Thanks, Justin From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Wednesday, April 12, 2023 3:37 PM To: Clay, Justin <jclay@fayetteville-ar.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Looking at your summary the sales tax listed should not be applicable. So if you take out the 10k for that as well as the 6k or so difference in shipping from IPS we are at 16k. And is the 10k install for the IP Displays an estimate? Best, ffAEirAW SMARTER PARKING .• SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. t. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Braxton Ratliff Sent: Wednesday, April 12, 2023 12:24 PM To: Clay, Justin Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck I agree. Lets shoot to have this done by end of week. MARTFR PARKING •• `� SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. t. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Clay, Justin Sent: Wednesday, April 12, 2023 11:36 AM To: Braxton Ratliff Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck WARNING: The e-mail below is from an external source. Please exercise caution before opening attachments and clicking links. And another thing we need to not lose sight of .... as we finalize the pricing for this we need to be moving forward with an order. We know we're going to purchase this equipment and need to get on the production schedule and installer timeline. The deck construction may be complete as early as mid -June and parking equipment could likely be able to be installed prior to that. Thanks, Justin 9 From: Clay, Justin Sent: Wednesday, April 12, 2023 8:18 AM To: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck Thanks, Braxton. See attached. Obviously some product offerings changed which impacted some costs but this is the info we were provided to create our budget. Thanks, Justin From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Wednesday, April 12, 2023 8:01 AM To: Clay, Justin <iclay@favetteville-ar.gov> Cc: Abernathy, Waylon <wabernathv@favetteville-ar.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. I plugged the actual order into our Meter Shop platform and the actual shipping for 5 MSM is $2,023.30 instead of the budgetary estimate on the quote of $8,560.0. Where is the biggest discrepancy from the first quotes? I can go back to Mike and see what can be done. If we need to set up a call let me know. Best, MARTFR PARKING SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Clay, Justin Sent: Tuesday, April 11, 2023 12:39 PM To: Braxton Ratliff Cc: Abernathy, Waylon Subject: FW: IPS Group Pricing- Fayetteville, AR Parking Deck WARNING: The e-mail below is from an external source. Please exercise caution before opening attachments and clicking links. Braxton, I agree with these numbers based on what's been provided. However this puts us about $30k over budget based on cost estimates from two years ago when this project commenced. Is there anything we can do with respect to shipping or on -site technical services? Particularly, knowing that we plan to replace our remaining Digital pay stations with IPS products later this year (and installing additional Vigilant cameras and IP Displays in our existing Spring St. Deck). Thanks, Justin From: Chad Robinson <chad.robinson@nabholz.com> Sent: Tuesday, April 11, 2023 11:17 AM To: Clay, Justin <iclay@fayetteville-ar.gov> Cc: Abernathy, Waylon <wabernathv@favetteville-ar.gov>; Kyle Stout <kvle.stout@nabholz.com>; Braxton Ratliff <Braxton.Ratliff@ipsgrou pinc.com> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Clay, I have attached a cost summary based all the emails I have received. Do you want the 3 year extended warranty for $3,154? 1 included it in the cost summary. I used a tax rate of 9.5%. Let me know if a different tax rate is needed. I have not received responses from Braxton on the shipping, so be aware that this is an allowance. Since there was no shipping cost estimate for the displays, I added $1,000 to the shipping allowance. I also used an allowance for the installation of the displays which most likely will change since I don't know where they go or how much work is required to install them. If you think these amounts are correct, please let me know and I will proceed with the change order to the City. Thanks, Chad Robinson Project Manager w: +1 (479) 659-7878 1 m: +1 (385) 482-4530 chad.robinson(@nabholz.com From: Clay, Justin <iclay@fayetteville-ar.gov> Sent: Tuesday, April 11, 2023 9:43 AM To: Chad Robinson <chad.robinson@nabholz.com>; Braxton Ratliff <Braxton.Ratliff@ipsgroupinc.com> Cc: Abernathy, Waylon <wabernathv@favetteville-ar.gov>; Kyle Stout <kvle.stout@nabholz.com> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Chad — the maintenance contract is another term for the extended warranty (these are not separate items). The $3,154 figure includes the 15% discount. Hopefully this is everything you need to move this forward but if not please let me know. Braxton — correct me if any of that is incorrect. Thanks all! Justin From: Chad Robinson <chad.robinson@nabholz.com> Sent: Friday, April 7, 2023 8:02 AM To: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Cc: Abernathy, Waylon <wabernathv@favetteville-ar.gov>; Kyle Stout <kvle.stout@nabholz.com>; Clay, Justin <jclay@fayettevi I le -a r.�ov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Braxton, Is the extended warranty different from the maintenance contract? Is the maintenance contract something the City has considered already? Does the $3,154 figure include the 15% discount? Chad Robinson Project Manager w: +1 (479) 659-7878 1 m: +1 (385) 482-4530 chad.robinson@nabholz.com From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Friday, April 7, 2023 7:16 AM To: Chad Robinson <chad.robinson@nabholz.com> Cc: Abernathy, Waylon <wabernathv@fayetteville-ar.gov>; Kyle Stout <kyle.stout@nabholz.com>; Clay, Justin <jclay@fayetteville-ar.�ov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Morning everyone, Sorry for the delay I just got back in from San Diego late last night. This is warranty info I have from a previous email with Mike from IP Displays. That said there is a one year warranty with the display. Then they can do an extended warranty for 10% of the purchase price per year and it is depot maintenance. If they go with a 3 year extended maintenance contract there is a 15% discount. So for a 3 year extended warranty (4 years total) it would be an additional $3,154 As far as cost for installation and who would install I would defer to Justin as to what was done on the previous garage. IP Displays does not do any installation and neither does IPS. I don't know what the estimated cost of installation would be. Best, SMARTER PARKING SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Chad Robinson Sent: Tuesday, April 4, 2023 10:37 AM To: Braxton Ratliff Cc: Abernathy, Waylon; Kyle Stout; Clay, Justin Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck WARNING: The e-mail below is from an external source. Please exercise caution before opening attachments and clicking links. Braxton, Thank you. Is the total cost that Justin shows below on the right track with two double -sided signs? Chad Robinson Project Manager w: +1 (479) 659-7878 I m: +1 (385) 482-4530 chad.robinson(@nabholz.com From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Tuesday, April 4, 2023 9:28 AM To: Chad Robinson <chad.robinson@nabholz.com> Cc: Abernathy, Waylon <wabernathv@favetteville-ar.gov>; Kyle Stout <kvle.stout@nabholz.com>; Clay, Justin <jclay@fayettevi I le -a r.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. I have reached out to IP Displays for those numbers and will get back. Best, MARTFR PARKING SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. t. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Chad Robinson Sent: Tuesday, April 4, 2023 9:02 AM To: Braxton Ratliff Cc: Abernathy, Waylon; Kyle Stout; Clay, Justin Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck WARNING: The e-mail below is from an external source. Please exercise caution before opening attachments and clicking links. Braxton, Per Justin Clay's email below, can you please provide costs for installation of the IP Display signs, IP Display warranty and sales tax? Also firm up shipping costs to make sure its covered? Chad Robinson Project Manager w: +1 (479) 659-7878 m: +1 (385) 482-4530 chad.robinson@nabholz.com From: Clay, Justin <iclay@fayetteville-ar.gov> Sent: Tuesday, April 4, 2023 7:46 AM To: Chad Robinson <chad.robinson@nabholz.com>; Braxton Ratliff <Braxton.Ratliff@ipsgroupinc.com> Cc: Abernathy, Waylon <wabernathv@fayetteville-ar.gov>; Kyle Stout <kyle.stout@nabholz.com> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. These is how I read it: 1. LPR Hardware and Software — supply and install: 2. Pay stations (5 ea) — supply and install: 3. IP Display Signs (2 total, both double -sided) — 1 @ 32X96, 1 @ 32X64 sales tax 4. IP Display warranty— NO Pricing yet 5. IP Display installation — who will install? Tota I Thanks, Justin $35,204 + sales tax $57,300 + sales tax $8,250 + $5,430 = $13,680 + $106,184 + sales tax From: Chad Robinson <chad.robinson@nabholz.com> Sent: Monday, April 3, 2023 4:59 PM To: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Cc: Abernathy, Waylon <wabernathy@fayetteville-ar.gov>; Kyle Stout <kyle.stout@nabholz.com>; Clay, Justin <jclay@fayetteville-ar.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Braxton, Is this a complete package that needs to be kept all together? Could you please re -issue the entire package with the larger sign (32x96) quote attached? Can you also provide the cost for the extended warranty on the signs per Justin's request below? Is there a way to nail down the shipping costs so we don't have to go back to the City and ask for more money later? I'm also not clear about the grand total cost. I need to know what amount to put in the contract Nabholz will be issuing to IPS. I think there are 3 (or maybe 4) major line items in the contract: 1. LPR Hardware and Software — supply and install: $35,204 2. Pay stations (5 ea) — supply and install: $57,300 3. IP Display Signs (4 ea) — 2 @ 32X96, 2 @ 32X64 $12,375 + $8,145=$20,520 4. IP Display warranty— NO Pricing yet $? Total $113,024 Thanks, Chad Robinson 9 Project Manager w: +1 (479) 659-7878 1 m: +1 (385) 482-4530 chad.robinson@nabholz.com From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Monday, April 3, 2023 3:32 PM To: Clay, Justin <jclay@fayetteville-ar.gov> Cc: Chad Robinson <chad.robinson@nabholz.com>; Abernathy, Waylon <wabernathy@fayetteville-ar.gov> Subject: RE: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Apologies. 32x96 attached. Best. SMARTER PARKING •• "`� SMART CITI ES. Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. t. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min From: Clay, Justin Sent: Monday, April 3, 2023 3:19 PM To: Braxton Ratliff Cc: Chad Robinson; Abernathy, Waylon Subject: FW: IPS Group Pricing- Fayetteville, AR Parking Deck WARNING: The e-mail below is from an external source. Please exercise caution before opening attachments and clicking links. Hey Braxton, I think this mostly covers what we're looking for. One question: on the IP Display signage, I believe we wanted to quote the 32x96 size for the sign to be placed at the entrance to the parking garage. The 32x64 sign is auxiliary signage for placement at a nearby intersection. Both of the quotes in the attached are for 32x64. And yes, we would like pricing on the IP Display warranty as well. Justin Clay 10 Parking Manager Parking Management Division City of Fayetteville, Arkansas 6clav@favetteville-ar.gov T 479.575.8277 Website I Facebook I Twitter I Instagram I YouTube C17Y of ivA FAYETTEVILLE ARKANSAS From: Chad Robinson <chad.robinson@nabholz.com> Sent: Monday, April 3, 2023 2:06 PM To: Clay, Justin <jclay@fayetteville-ar.gov> Subject: FW: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize the sender and know the content is safe. Here's the quote I received today Chad Robinson Project Manager w: +1 (479) 659-7878 m: +1 (385) 482-4530 chad.robinson@nabholz.com From: Braxton Ratliff <Braxton.Ratliff @ipsgroupinc.com> Sent: Monday, April 3, 2023 12:08 PM To: Chad Robinson <chad.robinson@nabholz.com> Subject: IPS Group Pricing- Fayetteville, AR Parking Deck CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Chad, Attached is pricing for the Dickson Street Garage. I really appreciate your patience! This includes the LPR hardware along with the IPS Pay stations as well as the IP Displays signage. I think Justin was still deciding on the BNA feature of the Pay stations(page 2 item # 767-617) and I think there was discussion on adding warranty to the IP Displays signage but I have not got an update. Please reach out if you need anything. I will be traveling today so I will be a little limited on response time. Best, SMARTER PAR I I • ��...SMART CITI ES. s 11 Braxton Ratliff I Account Manager-Midwest/East I IPS Group, Inc. 859.314.4062 IPS Group, Inc. 7737 Kenamar Court San Diego, CA 92121, USA calendly.com/braxtonratliff/30min The information contained in this communication is confidential, is intended only for the use of the recipient named above, and may be legally privileged or contain trade secret or proprietary information prohibited from disclosure to third parties without Nabholz' prior written authorization. Competitive, trade secret and proprietary information is also excepted from disclosure under applicable Freedom of Information Act(s) for publicly funded projects. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please reply to the sender and delete the original message or any copy of it. 12 �N7E6RITy PCCOR #007 Nabholz Construction - HQ 3301 N 2nd Street Rogers, Arkansas 72756 Phone:+14796597800 Project: 02-22-2708 - FAC-CIVIC PLAZA- EARLY SITE 251 N West Avenue Fayetteville, Arkansas 72701 Prime Contract Change Order Request #007: Asphalt Paving of West Ave TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 CHANGE ORDER REQUEST 007/0 PRIME CONTRACT None NUMBER / REVISION: STATUS: Pending - In Review CHANGE ORDER: CREATED BY: SCHEDULE IMPACT: 15 days DATE CREATED: EXECUTED: No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: CHANGE ORDER REQUEST TITLE: Asphalt Paving of West Ave Chad Robinson (NABHOLZ CONSTRUCTION CORP/ROG) 4/14/2023 $186,158.31 CHANGE ORDER REQUEST DESCRIPTION: CE #012 - Asphalt Paving of West Ave Fayetteville City has asked Nabholz to provide asphalt paving of West Ave from Center Street to the edge of the Spring Street intersection. Includes the intersections at Center Street and Meadow St. ATTACHMENTS: Garrett Ex Quote with DrawingsREV.pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER REQUEST: PCO # I Contract Company Title Schedule Impact Amount 007 CITY OF FAYETTEVILLE CE #012 -Asphalt Paving of We 15 days $186,158.31 Total: $186,158.31 CHANGE ORDER REQUEST LINE ITEMS: PCO # 007- CE #012 - Asnhalt Paving of We # I Budget Code Description Amount 1 31-1000.SUB EARTHWORK.SUBCONTRACT Asphalt Paving of West Ave $173,670.00 Subtotal: $173,670.00 SDI: $2,170.88 Builders Risk Insurance: $17.37 General Liability Insurance: $1,476.20 Project Fee: $7,971.45 Performance & Payment Bonds: $852.41 Grand Total: $186,158.31 CITY OF FAYETTEVILLE Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 SIGNATURE DATE SIGNATURE DATE Nabholz Construction - HQ Page 1 of 1 Printed On: 4/14/2023 01:21 PM I 0!22RETTJC-, BEST ON EARTH To: Nabholz Construction Co. Inc. Contact: Tyler Wisenhunt Address: 612 Garland Street Phone: 501-217-5500 Conway, AR 72032 Fax: 501-327-8231 Project Name: FCAC Phase 2 Milling And Asphalt Revised April 11th Bid Number: Project Location: W. West Ave & W. Center, Fayetteville, AR Bid Date: 4/11/2023 Item # Item Description Estimated Quantity Unit Unit Price Total Price O1 Email #1. One Mobilization For Milling Crew. Orange -7-36 99--cly- $26.00 -$i-&� Areas: Sheet C2.1 = 551 SY. Sheet C1.06 = 112 SY. 663 SY $17,238 C -.Ot-f 4Y. 3" Milling Only. 02 Email #2 Base Work. One Mobilization For Base Crew. 1,246.00 SY $18.00 $22,428.00 Add 1" Of Base. Sheet C1.05 = 365 SY. Sheet C1.06 = 881 SY. 03 Email #2 Asphalt Work. One Mobilization For Asphalt 1,246.00 SY $34.00 $42,364.00 Crew. 3" Binder. Sheet C1.05 = 365 SY. Sheet C1.06 = 881 SY. 04 Email #3. One Mobilization For Asphalt Crew. Sheet 2 38983y $40.00 $*�*"-*9 •^- C2.1 Is 850 SY 3" Surface. S� ���t ��,-- " `� �" 2291 SY $91,640 5d4me- Sheet C1.06 = 881 SY 3" Surface. Sheet C1.05 = 560 SY 3" Binder & 3" Surface. Notes: Total Bid Price: $1781-09"O $173,670.00 BID DOES NOT INCLUDE: Testing, Permits, Paint Striping, Signage, Saw Cutting, Traffic Control, Performance & Payment Bond, Maintenance Bond or Letter of Credit, Fine Grading of existing material. 1. This proposal is valid for 15 days only without a signed copy of this proposal. 2. The dirt subgrade must be within +/- a .10 tenth of plan subgrade. That is .05 low to .05 high. 3. All Utility crossings in pavement areas to be backfilled completely with class 7 base and compacted to 95% compaction. 4. This proposal was made from a plan prepared by Nelson Byrd Woltz / HSA Engineering, dated Sept 18, 2020. 5. The Owner and or General Contractor to provide, the electronic file with control pints and all four corners of the project staked with elevations. 6. Due to the volatility in the asphalt market, prices are subject to renegotiation at time of placement, i.e. the installation & production of the unit prices quoted will increase/decrease based on price date of shipment & availability of performance grade asphalt (Oil): 7. One year warranty covers all structural issues that are the result of inferior material or workmanship by Garrett Excavation. Warranty explicitly doesn't cover aesthetic issues associated with the asphalt's appearance (including but not limited to fading, coloration differences, and texture). 8. The asphalt in this proposal is made with an approved Arkansas State Highway Superpave. 9. GGE is not to be held responsible for any ponding when the slopes are 2% or less. 10. One initial mobilization, any additional mobilizations will be billed at $4,000.00 each. 11. Garrett Excavation is not responsible for any material shortage, delivery, delay, or labor shortages that increase price. Garrett Excavation shall notify Contractor in writing the increases resulting from such shortages or delays and Garrett Excavation shall be compensated for the increased cost. 12. Pricing is based on streets being closed for construction. 13. Pricinq is based on all items beinq done by 3rd quarter 2023. Payment Terms: Note: Owner must furnish Grant Garrett Excavating, Inc. dba Decco Excavation an Irrevocable Bank Letter of Credit for the estimated total value of this quote prior to initial mobilization. Note: Final payment for each item will be based on the total calculated tickets/tons and/or units completed in -place. 4/11/2023 11:14:26 AM Page 1 of 2 ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: 4/11/2023 11:14:26 AM CONFIRMED: Grant Garrett Excavating, Inc. Authorized Signature: Estimator: Cindy Jones cindy.jones@deccoex.com Page 2 of 2 Areas Covered in Item #1 I In an effort to make this as easy as possible and the last pricing exerclicse I am going to send you these in sepe rate em a i Is, Attached is the milling needed, Please price the attached as 1 mobilization a n d a 3' Mill. 4! - 66 R9 PI ete EH� at ed F6 a Fi d g 8tte F e R We St Si d e Of ST. R. tm d e retit t&4ty [ in ate He 1 a t vv et a i ea n t 5 N We!;t AVE. Provide the number as I price not by area C1'. D-1, lo1s, ALL AREAS MILL ONLY. NO PAVEMENT INSTALLED IN THIS MOBILIZATION F-1 ... ...... 71 ALL AREAS MILL ONLY. NO * I PAVEMENT INSTALLED IN THIS 55) �Y MOBILIZATION C2.1 � l�lai�x f•p��•IF �i N+-K .�n E eE J'.J. tilav�Es ' iXE ::kSf �: CiPfti �AI�Mv WW„JfY Cr NMAYSn^. I 6 Cl .06 RCCC� •T T E +r AND G TIE F E'.au' sr,� 71 F r • Ck, f �w F F- . -r I I Areas Covered in Item #2 Please price 1 mobilization for binder installation. Include mobilization to install and grade 1" of base SEPARATE LINE ITEM FOR 1" BASE INSTALLATION Ci-35 total binder sy? Bluebeam = 881 SY q6 n ,sY —NT NELSON SYRDIN I rr7 1 tit nx r 1Z, 5ccne,s 5Ee SxEcrs cexie nLrz .+c.*rc�� oisson ~ �, Moch E,4marh% TILLETT n� — ----- ------------- -- ;;; i ' yyiiii±i IIII L' i Iilllry _: N !, 1 ILI r �F t— —Cr — s _j LI z4M NO BINDER IN THIS AREA. WILL GET SURFACE LAYER Mines Inc 7� IN FINAL MOBILIZATION« S - _ - • OArurd Arls — ___ S. WEST AVENUE PLAN AND PROFILE C 1.06 �� [ Areas Covered in Item #3 Attached is last one for now. Fr2ce mobilization for binder and surface in orange and surface in green. Section %vilI be 3" binder and 3" surface. No pricing for base installation will be required. CLOG gboly SU,z,� Nl�.o areo•• wo�rz Rmll do olsmnn / V rii�Err� ............. Elm---- IN�w,ad.m IN7E6RITr PCCO #001 Nabholz Construction - HQ 3301 N 2nd Street Rogers, Arkansas 72756 Phone:+14796597800 Project: 02-22-2674 - Downtown Parking Deck 325 N. West Ave Fayetteville, Arkansas 72701 Prime Contract Change Order #001: FCAP CORs #1-31 TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 DATE CREATED: 4/27/2023 CREATED BY: Jacob Keeney (NABHOLZ CONSTRUCTION CORP/ROG) CONTRACT STATUS: Pending - In Review REVISION: 0 DUE DATE: 05/05/2023 REVIEW DATE: SCHEDULE IMPACT: 55 days EXECUTED: No REVISED SUBSTANTIAL 08/15/2023 SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 1:City of Fayetteville Contract TOTAL AMOUNT: $0.00 DESCRIPTION: All approved CORs to date from COR #1 to COR #32 less CORs #2 (void), #3 (void), #15 (see FCAC PCCO #12), #24 (rejected), and #32 (see FCAC PCCO #12). ATTACHMENTS: CHANGE ORDER REQUESTS IN THIS CHANGE ORDER: COR # Title Schedule Impact Amount 001 CE #002/014/020 $0.00 005 Area Drain Omitted $0.00 006 Added Floor Drain in Mech Room $0.00 007 Ground Tier Wall along CL C $0.00 008 CE #015 - ASI-002 $0.00 009 Added Camera and Cabling $0.00 010 Offsite Steel Storage & Deliv. $0.00 011 Pier Depth Cost Adjustment $0.00 012 Footings under IT Room Wall $0.00 013 Elevator Pit Depth Change $0.00 014 Gas Line Stop At Meter $0.00 016 Concrete Paving Around S-100 $0.00 017 ASI-004 $0.00 018 Standpipe Added Back Post-VE $0.00 019 Electrical/Comms Changes Though ASI #4 $0.00 020 Larger Transformer Pad $0.00 021 Contaminated Soil Removal/Replacement 55 days $0.00 022 Cast In Place Grated Inlet Tops $0.00 023 Removing Sprinkler System $0.00 025 ASI #3 $0.00 026 ASI-001 Revision 2 $0.00 027 Traffic Coating Change $0.00 028 Anchoring of Bent Plate Jambs at Storefronts $0.00 029 RFi #129: Water & Sewer Services $0.00 Nabholz Construction - HQ Page 1 of 2 Printed On: 4/27/2023 02:11 PM 0=� 91►rir PCCO #001 030 Canopy Support Steel $0.00 031 Barrier Cable Supplemental Bollards $0.00 Total: $0.00 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO # Title Schedule Impact Amount 001 CE #002/014/020 $0.00 005 Ground Tier Wall along CL C $0.00 006 CE #048 - Area Drain Omitted from Plumbing Drawings $0.00 007 CE #049 - Added Floor Drain in Mechanical Room $0.00 008 CE #015 - ASI-002 $0.00 009 Additional Camera on NE Corner $0.00 010 Offsite Steel Storage and Delivery $0.00 011 Pier Depth Cost Adjustment $0.00 012 Footings under IT Room Wall $0.00 013 Elevator Pit Depth Change $0.00 014 Gas Line Stop At Meter $0.00 016 Concrete Paving Around S-100 $0.00 017 ASI-004 $0.00 018 Standpipe Added Back Post-VE $0.00 020 Electrical/Comms Changes Though ASI #4 $0.00 021 Larger Transformer Pad $0.00 022 Contaminated Soil Removal/Replacement 55 days $0.00 023 Cast In Place Grated Inlet Tops $0.00 024 Removing Sprinkler Pipe/Heads on Level 1 $0.00 025 ASI #3 $0.00 026 ASI-001 Revision 2 $0.00 027 Traffic Coating Change $0.00 028 Anchoring of Bent Plate Jambs at Storefronts $0.00 029 RR #129: Water & Sewer Services $0.00 030 Canopy Support Steel $0.00 031 Barrier Cable Supplemental Bollards $0.00 Total: $0.00 The original (Contract Sum) Net change by previously authorized Change Orders The contract sum prior to this Change Order was The contract sum would be changed by this Change Order in the amount of The new contract sum including this Change Order will be The contract time will be increased by this Change Order by 55 days. The Revised Substantial Completion Date will be CITY OF FAYETTEVILLE 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 $11,629,483.00 $974,918.21 $12,604,401.21 $0.00 $12,604,401.21 8/15/2023 Nabholz Construction Corporation SIGNATURE DATE SIGNATURE DATE Printed Name Printed Name Title Title Nabholz Construction - HQ Page 2 of 2 Printed On: 4/27/2023 02:11 PM IN7E6RITr PCCO #001 Nabholz Construction - HQ 3301 N 2nd Street Rogers, Arkansas 72756 Phone:+14796597800 Project: 02-22-2708 - FAC-CIVIC PLAZA- EARLY SITE 251 N West Avenue Fayetteville, Arkansas 72701 Prime Contract Change Order #001: UREP CORs #1 Rev. 1 - #8 TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 DATE CREATED: 4/27/2023 CREATED BY: Jacob Keeney (NABHOLZ CONSTRUCTION CORP/ROG) CONTRACT STATUS: Pending - In Review REVISION: 0 DUE DATE: 05/05/2023 REVIEW DATE: SCHEDULE IMPACT: 72 days EXECUTED: No REVISED SUBSTANTIAL 08/08/2023 SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 02-22-2708:City of Fayetteville Contract TOTAL AMOUNT: $0.00 DESCRIPTION: All approved CORs to date from COR #1 Rev. 1 to COR #8 less CORs #1 Rev. 0 (void) and #7 (see FCAC PCCO #12). 72 additional days are being requested to account for the delay in start date for this work. The original contractual start date was 9/6/22, and the actual start date was 12/12/22. ATTACHMENTS: CHANGE ORDER REQUESTS IN THIS CHANGE ORDER: COR # Title Schedule Impact Amount 001 Regrade Greenway Rev. 1 $0.00 002 Overhead Utility Relocations $0.00 003 French Drain At Back of Curb - Hillcrest Block $0.00 004 Greenway Retaining $0.00 005 Greenway Center St. Connection Gravel $0.00 006 CE #007 - Post-GMP VE Results $0.00 008 AEP Re-route Power: Meadow St. to Spring St. $0.00 Total: $0.00 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO # Title Schedule Impact Amount 001 Regrade Greenway Rev. 1 $0.00 002 Overhead Utility Relocations $0.00 003 French Drain At Back of Curb - Hillcrest Block $0.00 004 Greenway Retaining $0.00 005 Greenway Center St. Connection Gravel $0.00 006 CE #007 - Post-GMP VE Results $0.00 008 AEP Re-route Power: Meadow St. to Spring St. $0.00 Total: $0.00 Nabholz Construction - HQ Page 1 of 2 Printed On: 4/27/2023 02:55 PM 1A'1201Z The original (Contract Sum) $4,234,952.00 Net change by previously authorized Change Orders ($224,918.21) The contract sum prior to this Change Order was $4,010,033.79 The contract sum would be changed by this Change Order in the amount of $0.00 The new contract sum including this Change Order will be $4,010,033.79 The contract time will be increased by this Change Order by 72 days. The Revised Substantial Completion Date will be 8/8/2023 CITY OF FAYETTEVILLE Nabholz Construction Corporation 113 W MOUNTAIN ST FAYETTEVILLE, Arkansas 72701 SIGNATURE DATE SIGNATURE DATE Printed Name Printed Name Title Title Nabholz Construction - HQ Page 2 of 2 Printed On: 4/27/2023 02:55 PM 113 West Mountain Street Fayetteville, AR 72701 (479) 575-8323 Resolution: 180-23 File Number: 2023-953 NABHOLZ CONSTRUCTION CO. (CHANGE ORDER): A RESOLUTION TO APPROVE CHANGE ORDER NO. 13 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $5,521,396.00 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR, AND TO APPROVE A BUDGET ADJUSTMENT — 2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 13 includes the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure along West Avenue from Dickson Street to Watson Street. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 13 to the Construction Manager at Risk Services Contract with Nabholz Construction Corporation, a copy of which is attached to this Resolution, in the amount of $5,521,396.00 for the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure along West Avenue from Dickson Street to Watson Street. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. PASSED and APPROVED on August 15, 2023 Page 1 Attest: 3 .f .:n: �7 •z�� KaAY ra Paxton, City Clerk Treasurer �� lh•A- N c. CITY OF FAYETTEVILLE ARKANSAS MEETING OF AUGUST 15, 2023 CITY COUNCIL MEMO 2023-953 TO: Mayor Jordan and City Council THRU: Paul Becker, Chief Financial Officer FROM: Waylon Abernathy, Bond Projects & Construction Dir DATE: SUBJECT: Resolution to approve Change Order #13 to RFQ-18-11 with Nabholz Construction Corporation in the amount of $5,521,396.00 for Civic Plaza construction in the Arts Corridor Project; to recognize interest revenue earned on the Arts Corridor and Streets bonds; and to approve a budget adjustment. RECOMMENDATION: Resolution to approve Change Order #13 to RFQ-18-11 with Nabholz Construction Corporation in the amount of $5,521,396.00 for the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure from Dickson to Watson; to recognize interest revenue earned on the Arts Corridor and Streets bonds; and to approve a budget adjustment. BACKGROUND: Resolution 117-23 passed in May of this year for many of the Civic Plaza Bid Packages. This resolution is for the remaining items. DISCUSSION: The scope of this change order includes demolition, earthwork, storm drainage, electrical, Structural and Miscelanious Steel, Permeable Pavers, and Architectural Precast. Also included is the addition of infrastructure for new street lighting from Dickson to Watson, which will connect the Arts Corridor to the deck. BUDGET/STAFF IMPACT: A budget adjustment is provided that will allocate funding from the following accounts. G/L ACCT PROJECT AMOUNT 4708.860.7800-5804.00 46080.7800 5,350,000.00 4608.860.7800-5804.00 46080.7800 68,495.00 4602.860.7214-5814.00 46020.7214.1030 102,901.00 TOTAL 5,521,396.00 ATTACHMENTS: 2023-953 SRF Nabholz CO 13 Civic Plaza, 2023-953 BA Nabholz C013 Civic Plaza, PCCO 013 - Upper Ramble Civic Plaza Rebid GMP - To Be Executed, Nabholz Bidding Affidavit Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 == City of Fayetteville, Arkansas y 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 - Legislation Text File #: 2023-953 Resolution to approve Change Order #13 to RFQ-18-11 with Nabholz Construction Corporation in the amount of $5,521,396.00 for Civic Plaza construction in the Arts Corridor Project; to recognize interest revenue earned on the Arts Corridor and Streets bonds; and to approve a budget adjustment. A RESOLUTION TO APPROVE CHANGE ORDER NO. 13 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $5,521,396.00 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR, AND TO APPROVE A BUDGET ADJUSTMENT — 2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 13 includes the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure along West Avenue from Dickson Street to Watson Street. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 13 to the Construction Manager at Risk Services Contract with Nabholz Construction Corporation, a copy of which is attached to this Resolution, in the amount of $5,521,396.00 for the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure along West Avenue from Dickson Street to Watson Street. Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. Page 1 City of Fayetteville Staff Review Form 2023-953 Item ID 8/15/2023 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Wade Abernathy 7/28/2023 FACILITIES MANAGEMENT (140) Submitted By Submitted Date Division / Department Action Recommendation: Resolution to approve Change Order #13 to RFQ-18-11 with Nabholz Construction Corporation in the amount of $5,521,396.00 for the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure from Dickson to Watson; to recognize interest revenue earned on the Arts Corridor and Streets bonds; and to approve a budget adjustment. Budget Impact: 4708.860.7800-5804.00 Arts Corridor 2022 Bonds 4608.860.7800-5804.00 Arts Corridor 2019 Bonds 4602.860.7214-5814.00 Streets Protects 2019 Bonds Account Number Fund MIT-1 :11 46020.7214.1030 Project Number Budgeted Item? Yes Does item have a direct cost? Yes Is a Budget Adjustment attached? Yes Arts Corridor Improvements Streets Bond Projects - Dickson St Pedestrian Impr Total Amended Budget Expenses (Actual+Encum) Available Budget Item Cost Budget Adjustment Remaining Budget Project Title $ 8,222,810.00 $ 8,026,858.23 195,951.77 $ 5,521,396.00 $ 5,418,495.00 93,050.77 V20221130 Purchase Order Number: 2023-000589 Previous Ordinance or Resolution # 117-23 Change Order Number: 13 Approval Date: Original Contract Number: 2018-00000042 Comments: City of Fayetteville, Arkansas - Budget Adjustment (Agenda) Budget Year Division Adjustment Number FACILITIES MANAGEMENT (140) /Org2 2023 Requestor: Wade Abernathy BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Resolution to approve Change Order #13 to RFQ-18-11 with Nabholz Construction Corporation in the amount of $5,521,396.00 for the remaining bid packages in the Arts Corridor Project for the Civic Plaza construction and street lighting infrastructure from Dickson to Watson; to recognize interest revenue earned on the Arts Corridor and Streets bonds; and to approve a budget adjustment. COUNCIL DATE: ITEM ID#: 8/15/2023 2023-953 Holly Black 7/26'/2023 9: 2S RM Budget Division TYPE: JOURNAL#: Date D - (City Council) RESOLUTION/ORDINANCE I GLDATE: CHKD/POSTED: TOTAL Account Number 578,843 578,843 Increase / (Decrease) Expense Revenue Project.Sub# Project Sub.Detl AT v.202373 Account Name 4708.860.7800-5804.00 5,350,000 - 46080 7800 EX Building Costs 4708.860.7999-5899.00 4608.860.7800-5804.00 (5,350,000) 68,495 - - 46080 46080 7999 7800 EX EX Unallocated - Budget Building Costs 4608.860.7999-5899.00 (68,495) - 46080 7999 EX Unallocated - Budget 4708.860.7000-4707.47 4708.860.7999-5899.00 - 419,100 419,100 - 46080 46080 7000 7999 RE EX Interest - 2022 Project Funds Unallocated - Budget 4608.860.7000-4707.46 4608.860.7999-5899.00 - 37,031 37,031 - 46080 46080 7000 7999 RE EX Interest - 2019 Project Funds Unallocated - Budget 4602.860.7000-4707.46 4602.860.7999-5899.00 - 122,712 122,712 - 46020 46020 7000 7999 RE EX Interest - 2019 Project Funds Unallocated - Budget 1 of 1 DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F ILI is �NrEsnnr 1 Prime Contract Change Order Fayetteville Cultural Arts Corridor Project # 02-19-2526 Nabholz Construction Corporation 113 W. Mountain St. Tel: Fax: Fayetteville, AR 72701 Date: 7/27/2023 To Contractor: Nabholz Construction Corporation The Contract is hereby revised by the following items: Upper Ramble Civic Plaza Rebid GMP PCO Description 136 Upper Ramble Civic Plaza Rebid GMP 137 West Ave. Lighting Architect's Project No: Contract Date: 4/18/2018 Contract Number: 02-19-2526 Change Order Number: 013 Amount 5,521,396.00 0.00 This is a partial change order for the remaining bid packages procured for the project identified as Upper Ramble Civic Plaza. Nabholz continues to seek opportunities for Value Engineering options. The following packages are included: 1. Cast -in -Place Concrete 2. Structural Steel & Misc Metals 3. Joint Sealants 4. Plumbing 5. Electrical 6. Site Demolition 7. Earthwork 8. Storm Drainage 9. Pavement Marking 10. Architectural Precast Concrete 11. Fencing & Gates 12.Pavers 13. Landscaping & Irrigation These bids were based on 100% CD drawings dated 1/11/2023 and include the Addendum 1 drawings dated 1/30/2023. Included within this change is the remaining cost (77%) of the overall project GC/GR's and Fee. This project is scheduled for a 10-month duration with no weather days incorporated. This project will be impacted significantly by weather events such as rain, snow, and wind. Therefore, it should be anticipated based on historical data that there will be approximately 90 days of weather impacts to the overall schedule. This work will start at the completion of the Parking Deck project, and the project start date and completion date will be established via zero -dollar change order upon completion of the Parking Deck. Allowances are to be reconciled once the design documents are updated to reflect the approved Value Engineering options. Site Utilities and Electrical Systems designs should be updated by the relevant design consultant of record. Contractor agrees to coordinate with the City and Design Team to incorporate approved Value Engineering options into revised design documents under the criteria considered by the Subcontractors while obtaining deductions. PROJECT CONFIDENTIAL Property of Nabholz Construction Corporation Not for Duplication or Distribution This document includes data prepared in conjunction with the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. Prolog Manager Printed on: 7/27/2023 Nabholz Page 1 DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F INTEGgIr� I Prime Contract Change Order Private Confidential The original Contract Value was..................................................................................................................... $ Sum of changes by prior Prime Contract Change Orders........................................................................... $ The Contract Value prior to this Prime Contract Change Order was................................................................ $ The Contract Value will be changed by this Prime Contract Change Order in the amount of .......................... $ The new Contract Value including this Prime Contract Change Order will be .................................................. $ The Contract duration will be changed by..................................................................................................... The revised Substantial Completion date as of this Prime Contract Chance Order is ..................................... Nabholz Construction Corporation City of Fayetteville CONTRACTOR Address BY Rob Do DocuSigned by: SIGNATURE �°OIe 0 DATE 7/27/ r 72^EC1AFZ7454 OWNER 80, 000.00 10, 859, 585.28 10, 939, 585.28 5,521, 396.00 16,460,981.28 31 Days 10/31/2024 113 W. Mountain St Address By Lioneld o , Ma ' SIGNATURE DATE 08 15 2023 PROJECT CONFIDENTIAL Property of Nabholz Construction Corporation Not for Duplication or Distribution This document includes data prepared in conjunction with the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. Prolog Manager Printed on: 7/27/2023 Nabholz Page 2 DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F JAA Rebid Packages GMP PROJECT NAME Civic Plaza PROD LOCATION Fayetteville, AR NABHOIZ R VIEW DATE 23 /OByrd ARCHITECT Nelson Woltz ESTIMATED DURATION 13 Mnth 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Job Phasel Nabholz Description Takeoff Quantity Grand Total Amount 01 Civic Space 03-0010 Concrete Global Concrete Allowance 1.00 Isum 1,187,431 03-0010 Concrete 1.00 Isum 1,187,431 05-1205 Structural Steel & Misc Metals Shade Structure Allowance 1.00 Isum 161,598 05-1205 Structural Steel & Misc Metals 1.00 Isum 161,598 07-1000 Joint Sealants Crum & Marshall 1.00 Isum 17,848 07-1000 Joint Sealants 1.00 Isum 17,848 22-0000 Plumbing Allied Plumbing 1.00 Isum 148,639 22-0000 Plumbing 1.00 Isum 148,639 26-1000 Electrical Arnold & Blevins Allowance 1.00 Isum 2,254,717 26-1000 Electrical 1.00 Isum 2,254,717 31-0000 Site Demolition Garrett X 1.00 Isum 197,053 31-0000 Site Demolition 1.00 Isum 197,053 31-1000 Earthwork Garrett X - no topsoil 1.00 Isum 344,316 SWPPP Maintenance Allowance 1.00 Isum 10,161 31-1000 Earthwork 1.00 Isum 354,477 32-0000 Storm Drainage Garrett X Allowance 1.00 Isum 704,358 32-0000 Storm Drainage 1.00 Isum 704,358 32-1000 Pavement Marking Custom Pavement 1.00 Isum 3,949 32-1000 Pavement Marking 1.00 Isum 3,949 32-2000 Architectural Precast Concrete Crete Cast Products 1.00 Isum 49,005 Precast Bench Install Allowance 1.00 Isum 50,805 32-2000 Architectural Precast Concrete 1.00 Isum 99,810 32-3113 Fencing & Gates Temp Fence Allowance 1.00 Isum 18,290 32-3113 Fencing & Gates 1.00 Isum 18,290 32-6000 Pavers Elevated Paver Systems Allowance 1.00 Isum 937,960 32-6000 Pavers 1.00 Isum 937,960 32-9323 Landscaping & Irrigation Topsoil Add for Building Exteriors 1.00 Isum 38,408 32-9323 Landscaping & Irrigation 1.00 Isum 38,408 01 Civic Space 1.00 Isum 6,124,537 DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F PROJECT NAME PROD NABHOIZ R EVIEW DATE ARCHITECT ESTIMATED DURATION Rebid Packages GMP Civic Plaza Fayetteville, AR 7/26/2023 Nelson Byrd Woltz 13 Mnth Estimate Totals Cost of Work 6,124,537 6,124,537 Building Permit NIC Municipal Fees 6,124,537 General Liability 68,595 Builder's Risk 9,387 Performance Payment Bond 36,103 Insurance 114,085 6,238,622 Construction Contingency 30,000 Contingency 30,000 6,268,622 GCs & GRs 620,492 Entegrity Sustainability Consulting GCs/GRs 620,492 6,889,114 Preconstruction Services Fee Project Fee 331,423 4.590 Contractors Fee 331,423 7,220,537 Total 7,220,537 - Pricing excludes any/all work in the areas that are designated as future development and are highlighted in yellow on the attached Appendix A sheets. - Only demolition work will be performed in the area highlighted in red on the attached Appendix A sheets. - In the absence of a Geotechnical Report on the project site, the demolition pricing assumes the existing asphalt thickness is 3 inches. PROJECT CONFIDENTIAL Property of Nabholz Construction Corporation Not for Duplication or Distribution This document includes data that is deemed trade secret or proprietary to Nabholz and prepared in conjunction with the Project. This document is shared with the Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization. DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F Appendix A: Scope Clarifications (1 of 3) 0 NO WORK IN THESE AREAS THE AREAS HIGHLIGTED IN YELLOW ARE FUTURE CONSTRUCTION AND HAVE BEEN ELIMINATED FROM THE PROJECT. BENCHMARKS DEMOLITION NOTES: 1. ALL DEMOLITION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE AND/OR GOVERNING BODYS STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH THE DEMOLITION WORK AS DESCRIBED & SHOWN ON THESE PLANS. 3. ALL WORK WITHIN CITY RIGHT—OF—WAY WILL REQUIRE AN EXCAVATION PERMIT IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN THIS PERMIT. 4. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL UNES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "811", AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING DEMOUTION ACTINTIES. HKNOW WHAT'S BELOW. CALL BEFORE YOU DIGH 5. CONTRACTOR SHALL COORDINATE WITH WATER, GAS, ELECTRIC, TELEPHONE/FIBER, CABLE AND SANITARY SEWER PROVIDERS TO TERMINATE ALL EXISTING SERVICES TO BUILDINGS MARKED FOR DEMOUTION ON THESE PLANS. CONTRACTOR SHALL VERIFY WITH UTILITY PROVIDERS THAT SERVICES HAVE BEEN DISCONNECTED PRIOR TO ANY REMOVAL OF INTERNAL SERVICE UNES. 6. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL INSPECT AND FIELD VERIFY THE EXISTING SITE CONDITIONS TO BECOME ACQUAINTED WITH ALL EXISTING CONDITIONS WHICH EFFECT ANY AND ALL WORK ASSOCIATED WITH THE DEMOLITION PLANS. 7. ALL EXISTING SANITARY SEWER, STORM SEWERS, WATER SERVICE, GAS SERVICE, TELEPHONE SERVICE, ETC. WITHIN THE AREA OF THE BUILDINGS AND OUTSIDE THE BUILDINGS TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED BY THE CONTRACTOR. 8. ALL EXISTING BUILDING FOUNDATIONS, CONCRETE, ASPHALT PAVEMENT, CURB & GUTTER, RETAINING WALLS AND MISCELLANEOUS STRUCTURES INCLUDING BUT NOT LIMITED TO LIGHT POLES AND BASES, AND MISCELLANEOUS DEBRIS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE AND SHALL BE DISPOSED OFF —SITE AT CONTRACTORS EXPENSE TO AN APPROVED DUMP SITE, UNLESS OTHERWISE NOTED. 9. IN THE EVENT THE CONTRACTOR ENCOUNTERS MATERIAL ON —SITE REASONABLY BELIEVED TO BE ASBESTOS, LEAD —BASED PAINT OR ANY OTHER HAZARDOUS MATERIAL, SAID MATERIAL SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR IN ACCORDANCE WITH CITY, COUNTY, STATE & FEDERAL REGULATIONS. 10. DEBRIS SHALL NOT BE BURIED ONSITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OFF —SITE IN ACCORDANCE WITH ALL CITY, STATE, COUNTY & FEDERAL LAWS AND ORDINANCES. 11. IF EXISTING UN —CAPPED WATER WELLS ARE DISCOVERED ON —SITE, CONTRACTOR SHALL COORDINATE WITH AN AUTHORIZED COMPANY TO HAVE WELLS PLUGGED AND CAPPED IN ACCORDANCE WITH ALL CITY, COUNTY, STATE & FEDERAL LAWS AND ORDINANCES. 12. IF EXISTING SEPTIC SYSTEMS ARE DISCOVERED ON —SITE, CONTRACTOR SHALL COORDINATE WITH A SEPTIC HAULER TO PUMP ANY REMAINING WASTEWATER AND SLUDGE FROM ALL THE TANKS IN THE SYSTEM. CONTRACTOR SHALL REMOVE EXISTING SEPTIC TANKS, LATERAL FIELDS AND ALL OTHER PARTS OF THE SYSTEM IN ACCORDANCE WITH CITY, COUNTY, STATE & FEDERAL LAWS AND ORDINANCES. 13. ANY AREA DISTURBED BY DEMOLITION THAT WILL NOT BE DISTURBED IN PROPOSED GRADING ACTIVITIES SHOWN ON THESE PLANS SHALL HAVE TOPSOIL PLACED, SEEDED AND MULCHED ACCORDING TO THE CONTRACT SPECIFICATIONS. 14. ALL GAS MAINS & STRUCTURES SHALL BE PROTECTED IN PLACE LEGEND AREA OF DEMOLITION: REMOVE AND DISPOSE OF EXISTING CONCRETE, ASPHALT, SIDEWALK AND CURB AND GUTTER. SAW CUT EXISTING CONCRETE, CURB AND GUTTER, ASPHALT, OR SIDEWALK. — — — — — — — — — RIGHT—OF—WAY LINE — — — — PROPERTY LINE — — — — — — — — — BUILDING SETBACK ----------------- UTILITY EASEMENT —SD—SD SD EXIST. STORM LINE EXIST. WATER LINE cns EXIST. GAS UNE — — EXIST. CONTOUR ® BENCHMARK ^ EXIST. LIGHT POLE TO REMAIN OO EXIST. TRANSFORMER TO REMAIN ® EXIST. GRATE INLET TO REMAIN EXIST. TREE TO REMAIN I L EXIST. CURB AND GUTTER TO REMAIN a EXIST. LIGHT POLE TO BE REMOVED UJI EXIST. TRANSFORMER TO BE REMOVED 99 EXIST. GRATE INLET TO BE REMOVED EXIST. TREE TO BE REMOVED II EXIST. CURB AND GUTTER TO BE REMOVED yL iV i EXIST. TREE TO BE REMOVED I 1 EXIST. TREE TO REMAIN r 1 L—J EXIST. STRUCTURE TO REMAIN CHISELED "+" IN CONCRETE BESIDE SEAT WALL AT SW CORNER OF INTERSECTION OF DICKSON ADN WEST N - 637841.242 E - 672341.530 ELEV. - 1331.48 H MAG NAIL AT NORTH SIDE OF TRAIL I CROSSING ALONG SPRING ST. N - 637289.968 E - 672245.678 0' 15' 30' 80' SCALE IN FEET ELEV.- 1324.44 3 CIIIIIIlMmpuaig. Nelson Byrd Woltz Landscape Architects 310 East Market Street Charlottesville, VA 22902 T.434.984.1358 F.434.984.4158 www.nbwla.com flintlock encxitsctuns '��exoscenc olsson TILLETT ENS]AFINGINEERING .,. :illfS LAC -. Suit, 2G"30 »IEJtlA161Hl�lI� dro 'i _^MM^tig A ARCHETYPE NO. Date Issues/Revisions I IU-UI-2I /U7o UU 2 10-29-21 100% DID 3 07-22-22 50%CD 4 11-11-22 90%CD 5 12-02-22 100%CD 6 01-26-23 ADDENDUM I PROFESSIONAL ENGINEER 01/26/2023 Upper Ramble Public Spaces Fayetteville, Arkansas 100% CONSTRUCTION DOCUMENTS PROJECT NO.: FVLI814 DRAWN BY: NF, ZP, EH, AG CHECKED BY: ZP, NF, JA DEMOLITION PLAN DATE: JANUARY, 262023 SCALE: —911,i DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F I CROSS -HATCHED AREA TO BE CONSTRUCTED AFTER DEVELOPMENT IS COMPLETED - TO BE BID WITH CURRENT PROJECT D' W I_ 12' w _ 42 -- -- -- � -j-EX. SANITARY MANHOLE FL= 1330.54 F- 49 O DICKSON STREET KEYNOTES: O INSTALL COBBLES. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. Appendix A: Scope Clarifications (2 of 3) O INSTALL CONCRE E. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. O INSTALL ASPHALT. SEE SHEET C6.00 FOR DETAIL ® ® INSTALL PAVERS. SEE LANDSCAPE ARCHITECT PLANS II FOR DETAIL. INSTALL GUTTER. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. I I 6 O INSTALL CONCRETE. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. li cASEMENTA _ � W o- Z _ 0 N I 18 �ti O) y L � V7i D 17 7 n 21 27 Oi O -EXTENTS OF FUTURE / BUILDING PER SEPARATE - /PLANS & CONSTRUCTED / UNDER SEPARATE CONTRACT /® L /2J 4' 2 33 1 42' 33 �.0 ' 74 S' .9• II I 24 - - 8 / 1 s 14 - E 24 Q- 7 24 ° 24 , 5 23 5 24 0 7 R972' 33 / 3��?" ��ONry 14 O I 6 5 O / a / 3 12' 11 7 41 / 2 / 32 � O I � / � I I >✓ o MATCH LINE - REFER TO C2.01 - SITE PLAN AND UTILITY PLAN SOUTH U o PAVEMENT MARKING NOTES: GENERAL NOTES: a 5 CO TR T 0 TE T W O i INSTALL CONCRETE. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL " w NO WORK IN THESE AREAS INSTALL GRANITE. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. O ADA ACCESSIBLE CURB RAMP. SEE SHEET C6.00 FOR DETAIL H EX. SANITARY MANHOLE FL= 1323.61 10 & GUTTER.SEE SHEETRCUCT 6.00 FORDDARD ETAILCURB 11 PROVIDE 2' CURB TRANSITION TO PAVEMENT. SEE SHEET C6.00 FOR DETAIL 46 12 CONSTRUCT CONCRETE SIDEWALK FLUSH WITH PAVEMENT �- WATER - CP PROFILE 13 CONSTRUCT OPEN AIR CHANNEL SEE LANDSCAPE ARCHITECT PLANS FOR DETAILS. R A 'hh 1 4 ARCHITECT PLANSRFOR DETAILS L SEE LANDSCAPE R25 I 15 VALVE. VALVE 2 UD"MUST TAPPINGMUSTPAINTED RED WTH THCONSTRUCT SADDLE AND EnON WORD "FIRE" CAST ON IT 43 LF WATER 8" D.I.P PUBLIC WATER MAIN W/ 42" MIN. 25' 76 R. BUILD I1340 8" GATE VALVE, CAP, & RESTRAINED COUPUNG -TO -ZONE w� 1340 17 m 1g 8" FlRELINE STUB AND 2" METER BOX 1B 4' DIAMETER SANITARY SEWER MANHOLE. SEE SHEET C6.01 FOR DETAIL O 24 F,¢- co 20 23 LF 6" SANITARY SERVICE LINE -� I SANITARY SEWER CLEANOUT AND CAP '^ STEEL SHADE STRUCTURE. REFER TO STRUCTURAL �EX.I 40' R/W-� 22 ENGINEER FOR DETAIL AND SPECIFICATIONS. -- 01335 I 1335 23 PROPOSED CONTROLS ROOM. SEE LANDSCAPE ARCHITECT AND STRUCTURAL PLANS FOR DETAILS. LANDSCAPE FURNISHINGS. REFER TO LANDSCAPE �- 24 ARCHITECT PLANS FOR DETAILS STA: 0+17.57 EXISTING WATER LINE STUB FOR FUTURE BUILDING I EXISTING SANITARY CSD ROSSING 10.42 LF 25 CONNECTION - 11 INV. 1330.73 DIP SDR-26 01.43% EXISTING SANITARY SEWER STUB FOR FUTURE BUILDING O O INSTAL 25.23 fINSTAL 26 CONNECTION 6" DIP ®1 00% 27 EXISTING 36" RCP STORM RE-ROUTE. 24 CONSTRUCT 12'X8" TAPPING 8" GATE VALVE, CAP, & RESTRAINED COUPUNG CONSTRUCT CONCRETE STAIRS SEE LANDSCAPE 1� I SADDLE AND VALVE 28 ARCHITECT PLANS FOR DETAIL. 1330 . / I' I- INSTALL 4.24 LF 29 INSTALL 6" HOPE STORM PIPE T _ 45 DEGREE VERTICAL BEND CD Oj 8" DIP SDRPZ -26 ® 1.00% STA: 0+32.46 ROOF RAIN 30 LANDSCAPE ARCHITECTON TO PLANS FOR DETAILS R F R TO FL= 1329.78 45 DEGREE VERTICAL BEND INSTALL 6" UNDERDRAIN. CONNECT TO PROPOSED STORM STA: 0+04.24 W FIRE NE STUB 31 SYSTEM 20 FL= 1330.04 AND 2" METER BOX Q INSTALL 12" HOPE STORM PIPE (TYP.) L I 45 DEGREE VERTICAL BEND 45 DEGREE VERTICAL BEND - STA: 0+05.74 STA: 0+30.96 _LIT I � IO 24 TPI FL= 1328.54 i FL= 1328.28 33 APPROX. LOCATION OF EXISTING 6 XB BOX CULVERT 34 INSTALL 45 DEGREE BEND ~ INSTALL FOUNTAIN DRAIN UNE, CONTRACTOR TO REFER TO FOUNTAIN MANUFACTURER FOR DETAILS <n f'm STA: 0+37 PROPOSED IRRIGATION CISTERN. REFER TO IRRIGATION M 24" RCP EXISTING STORM CROSSING 36 PLANS FOR DESIGN AND DETAILS o+H INV. 1324.55 ASPHALT PATCH FOR NEW SANITARY SERVICE - 37 CONNECTION. SEE SHEET C6.01 FOR DETAIL 10' 38 ELECTRIC TRANSFORMER PAD LOCATION 39 ELECTRIC METER LOCATION 40 IRRIGATION CABINET LOCATION 5 EXISTING IRRIGATION CISTERN. EXTENDED MANHOLE TO 0+00 0+42.88 41 FINISHED GRADE. SEE SHEET C6.01 FOR DETAIL 2.5' 42 ASPHALT PATCH FOR NEW WATER SERVICE CONNECTION. SEE SHEET C6.01 FOR DETAIL 0' ® FURNISH AND INSTALL 43 LF 6" FIRE UNE STUB OUT 0' 10' 2 40' IN SCALE IN FEET FURNISH AND INSTALL 44 LF 2" DOMESTIC WATERUNE 44 STUB OUT - _ ® EXISTING Y WATER METER CONSTRUCT MOUNTABLE CURB & GUTTER ALONG I� ® EFFECTIVE RADIUS. SEE SHEET C6.00 FOR DETAIL ICI = 0 U- 1. DO NOT APPLY PAVEMENT MARKING PAINT UNTIL LAYOUT, COLORS AND PLACEMENT HAVE BEEN VERIFIED WITH THE ARCHITECT. 1(. CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY THE PLANS 10. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING DO (WiHPROVED BY CITY OF FAYETTEVILLEONS, AR AND ONE ((1 COPY OF DSTANDA�DS & GSITE N STREET, CURB AND GUTTER, SIDEWALK, DRIVEWAYS OR STRUCTURE UNLESS SHOWN TO BE REMOVED. U 2. ALLOW CONCRETE PAVING TO AGE FOR 28 DAYS BEFORE MARKING. SPECIFICATIONSAPPROP ATTE THE ATALLTIMES.ON 11. ALL WORK WITHIN ROAD RIGHT-OF-WAY SHALL CONFORM TO U 3. ALL PAVEMENT SURFACES SHALL BE CLEANED/CLEARED OF ANY DEBRIS OR Z CURING COMPOUNDS IN ACCORDANCE WITH MANUFACTURES REQUIREMENTS PRIOR 2. ALL REFERENCES CONTAINED WITHIN THESE PLANS TO THE OWNER'S ENGINEER ARE HEREBY REFERENCED OLSSON, INC. THE CITY OF FAYETTEVILLE, AR REQUIREMENTS, UNLESS OTHERWISE NOTED. LD TO ANY MARKING APPUCATIONS. 3. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE 12. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE `N 4. DETAILS NOT SHOWN SHALL BE IN CONFORMITY WITH THE STATE STANDARDS APPROXIMATE AND MAY NOT INCLUDE ALL LINES PRESENT. THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD ( ) t FOR TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AND SIMILAR CONTRACTOR SHALL BE RESPONSIBLE TO CALL 811 OR 1-800-482-8998, AND COORDINATE FIELD LOCATION OF EXISTING 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL REQUIREMENTS ESTABLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. p UNDERGROUND UTILITIES PRIOR TO BEGINNING GRADING ACTIVITIES. IISTOPII CALL BEFORE YOU DIGIT PROPERTY CORNERS. ANY PROPERCORNER DISTURBED OR TY DAMAGED BY GRADING ACTIVITIES SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF - 5. PAINT FOR MARKING PAVEMENT SHALL CONFORM TO FEDERAL HIGHWAY 4. UTILITIES AS SHOWN WERE OBTAINED FROM INFORMATION ARKANSAS, AT THE CONTRACTORS EXPENSE. p MARKING STANDARDS. USE SHERWIN WILLIAMS PROFESSIONAL FAST DRY ACRYLIC INDICATED ON THE SURVEY OR BY FIELD OBSERVATION. _ LATEX TRAFFIC MARKING PAINT OR EQUAL, USE WHITE, BLUE OR YELLOW, WHERE APPROPRIATE. UNLESS OTHERWISE DIRECTED, USE THE FOLLOWING: CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL ONES AND GRADES OF EXISTING UTIUTIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE 14. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL EARTHWORK QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS SHOWN TO COMPLETE IN SYSTEM. SEE LANDSCAPE NOTE: UNLESS OTHERWISE STATED ON THESE PLANS, T ♦Y ASH IS NOT AASH IS NOT A CONTRACTOR TO REFER LANDSCAPE PLANS FORREE VERTICAL BEND dM� SUITABLEREPLACEMENTFORLAYOUT OF ALL SITE FURNISHINGS LIGHTPOLES MENT. SEE SHEET C6.03 FOR SHALL BE FORTHE AING ND FREEPOFLIC STREETS IINCTOR THE VICINITY OFRESPTHEONSIBLE JOB SITE LEGEND ROCKS, SOIL/MUD AND DEBRIS DURING ALL PHASES OF CONSTRUCT N. - - - RIGHT-OF-WAY UNE - - - - - - PROPERTY UNE 22. CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT ----------------- UTILITY EASEMENT PROPOSED BUILDING SETBACK COMPLETION OF SIIEWORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE OWNER AND THE CITY OF FAYETTEVLLE, AR. A BENCHMARK 23. CONTRACTOR SHALL RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN INSTALL DOMESTIC WATER SERVICE LINE GAS INSTALL GAS SERVICE ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF -SITE FACILITY. 5G INSTALL STORM SEWER PIPE CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF -SIZE. 55 INSTALL SANITARY SEWER SERVICE FG INSTALL COMMUNICATION UNE LICE UGE INSTALL UNDERGROUND ELECTRIC LINE Q A. BLACKTOP OR BITUMINOUS ASPHALT PAVING: USE YELLOW COLOR. B. PORTLACE CEMENT CONCRETE PAVING: USE YELLOW COLOR. ENGINEER IMMEDIATELY UPON DISCOVERY OF A DISCREPANCY CONSTRUCTION SHOWN ON PLANS. 24. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BERMS, SILT ® LOCATION OF PROPOSED STORM STRUCTURE U a C. ADA ACCESSIBLE PARKING AND ENTRYWAYS: USE YELLOW COLOR. BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS. 15. THE CONTOUR UNES, SPOT ELEVATIONS AND BUILDING FLOOR FENCES, OR OTHER MEANS TO PREVENT ERODED MATERIALS FROM REACHING THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTIES. ♦ BENCHMARK D. PROVIDE PAINTED CURBS AT FIRE LANE DESIGNATIONS PER FIRE MARSHAL Q 5. CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS ELEVATIONS SHOWN ARE TO FINISH GRADE FOR TOP OF PAVEMENT, IN THE EVENT THE PREVENTION MEASURES ARE NOT EFFECTIVE, THE BENCHMARKS: O EXIST. LIGHT POLE REQUIREMENTS. WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE OWNER AND ENGINEER. SIDEWALKS, CURBS AND FLOOR SLABS, ETC. REFER TO TYPICAL SECTIONS FOR PAVING, SLAB AND AGGREGATE BASE THICKNESS TO CONTRACTOR SHALL REMOVE ANY DEBRIS, SILT, OR MUD AND RESTORE THE RIGHT-OF-WAY TO ORIGINAL OR BETTER CONDITION. © 0 EXIST. TRANSFORMER EXIST. WATER METER a+ 6. APPLY ALL MARKINGS USING APPROVED MECHANICAL EQUIPMENT (WITH DEDUCT FOR GRADING LINE ELEVATIONS. 25. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL "+" ® EXIST. GRATE INLET N PROVISIONS FOR CONSTANT AGITATION OF PAINT, CAPABLE OF APPLYING THE 6 CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED 16. CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO DOWNSTREAM EROSION AND SILTATION DURING ALL PHASES OF CHISELED IN CONCRETE BESIDE Q MARKING WIDTHS AS SHOWN. PROVIDE A MINIMUM WET FILM THICKNESS OF 15 IN THESE PLANS. STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORIZONTAL. CONSTRUCTION. EROSION CONTROL PROCEDURES SHALL BE IN SEAT WALL AT SW CORNER OF EXIST. POWER POLE v MILS. USE PNEUMATIC SPRAY GUNS FOR HAND APPLICATION OF PAINT. ALL PLACE PRIOR TO BEGINNING GRADING ACTIVITIES. INTERSECTION OF DICKSON ADN WEST EXIST. POWER POLE W/ LIGHT PAINTING EQUIPMENT AND OPERATIONS SHALL BE UNDER THE CONTROL OF EXPERIENCED TECHNICIANS THOROUGHLY FAMILIAR WITH EQUIPMENT AND 7, ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 17. THE CONTRACTOR SHALL GRADE LANDSCAPED AREAS AT A MIN. OF 1% TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND 26. CONSTRUCTION ACCESS TO THE SITE SHALL BE UMITED TO THE N - 637841.242 ® g`^'� EXIST. STEEL POST EXIST. WATER VALVE MATERIALS AND MARKING LAYOUTS. SIDEWALKS S WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE, SAP HEET TEMPORARY CONSTRUCTION ENTRANCE(S) AS SHOWN ON PROP. LIGHT POLE LOCATION. SEE LANDSCAPE E; 7. DETAIL PAVEMENT MARKINGS SHALL BE THAT MARKING, EXCLUSIVE OF ACTUAL TRAFFIC LANE MARKING, AT EXIT AND ENTRANCE ISLANDS AND TURNOUTS, ON 8. ANY ESTIMATES OF QUANTTIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR 18. ALL BACKFlLL SHALL BE TAMPED. BACKFlLL WITHIN THE 27. TEMPORARY CONSTRUCTION ENTRANCE SHALL HAVE SHOT ROCK E - 672341.530 ELEV. - 1331.48 ARCHITECT PLANS FOR DETAIL 01 CURBS, AT CROSSWALKS, AT PARKING BAYS AND AT SUCH OTHER LOCATIONS AS g SHALL PROVIDE ALL WORK AND MATERIALS TO COMPLETE CONSTRUCTION AS SHOWN ON PLANS. RIGHT-OF-WAY SHALL BE COMPACTED TO 95% MAX. DENSITY AS PER ASTM-D698 (STANDARD PROCTOR COMPACTION) FOR ITS SURFACE. SHOWN. ADA ACCESSIBLE PARKING SPACES SHALL BE MARKED BY THE 28. EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING THE INTERNATIONAL ACCESSIBLE SYMBOL AT INDICATED PARKING SPACES. USE A SUITABLE TEMPLATE THAT WILL PROVIDE A PAVEMENT MARKING WITH TRUE, SHARP EDGES AND ENDS. 9, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE RIGHT-OF-WAY AND FOR DAMAGED IMPROVEMENTS SUCH AS CURBS, SIDEWALKS, STREET LIGHT AND TRAFFIC SIGNAL 19. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING TO AND CORRECTING UNSUITABLE SOIL CONDITIONS RELATED TO PLOW ZONES, WET SOILS AND OTHER CONDITIONS. THE UNSUITABLE CONDITIONS MUST BE CORRECTED PER THE GEOTECHNICAL WHOLE CONSTRUCTION PERIOD BY THE CONTRACTOR. 29. CONTRACTOR SHALL PROTECT ANY STORM INLETS FROM SEDIMENT THAT TAKE STORM WATER FROM THE AREA OF MAG NAIL AT NORTH SIDE OF TRAIL CROSSING SPRING ST. _ JUNCTION BOXES, TRAFFIC SIGNAL LOOP LEAD INS, SIGNAL POLES, ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED IN ENGINEER'S REPORT, WHERE REQUIRED, TO MEET PROJECT NEEDS. CONSTRUCTION. ALONG N - 637289.968 b��YI1810Y0. 'i CONFORMANCE WITH THE LATEST CITY STANDARDS AND TO THE CITYS SATISFACTION. 20. ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI AND BE AIR ENTRAINED. 30. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN. E - 672245.678 0' 10' 20' 4d Cr YmTc9El9. SCALE IN FEET ELEV.- 1324.44 Nelson Byrd Woltz Landscape Architects 310 East Market Street Charlottesville, VA 22902 T.434.984.1358 F.434.984.4158 www.nbwla.com flintlock e.cxl Tsc]u.. '&Ueel9sce9c olsson TILLETT s FNSAENGINEERING iM OLD J III L-0. 47 IN, j,ek­BI 1 SCR, 26.830 II 0 4 MC r au J^MMObc, A ARCHETYPE 2 10-29-21 100% DID 3 07-22-22 501 4 11-11-22 90%CD 5 12-02-22 100%CD 6 01-26-23 ADDENDUM I PROFESSIONAL ENGINEER `iG� Ne. 199]9�y19�,, 0l/26/2023 Upper Ramble Public Spaces Fayetteville, Arkansas 100% CONSTRUCTION DOCUMENTS PROJECT NO.: FVLI814 DRAWN BY: NF, ZP, EH, AG CHECKED BY: ZP, NF, JA SITE PLAN AND UTILITY PLAN NORTH DATE: JANUARY, 262023 SCALE: MR DocuSign Envelope ID: 066408B7-4B1A-44D3-9E5D-5F317A6FA40F ` _I_-ATC�HLINE REFER TOC2.00-: Appendix A: Scope Clarifications (3 of 3) -MUST REMAIN ON \ TIMES. PE \ I - -- -- -- -- — — Z N un ——_<N O- - 9an11ary MH Ra=131TO NO WORK IN THESE AREAS . NO IMPROVEMENTS IN THIS AREA. AREA TO BE DEMOED AND STABILIZED FOR IMPROVEMENTS IN A FUTURE PROJECT. BUILD —TO —ZONE 40' R/W NOTE: CONTRACTOR TO REFER LANDSCAPE PLANS FOR LAYOUT OF ALL SITE FURNISHINGS, LIGHTPOLES, HARDSCAPE MATERIALS, AND STRUCTURES. BENCHMARKS: KEYNOTES: O INSTALL COBBLES. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. O INSTALL CONCRETE. SEE LANDSCAPE ARCHITECT PLANS Is FOR DETAIL. O3 INSTALL ASPHALT. SEE SHEET C8.00 FOR DETAIL ® E INSTALL PAVERS. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. O INSTALL GUTTER. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. © INSTALL CONCRETE. SEE LANDSCAPE ARCHITECT PLANS �FOORR DDEETA^IL. O INSTALL CONCRETE. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL INSTALL GRANITE. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL. O ADA ACCESSIBLE CURB RAMP. SEE SHEET C6.00 FOR DETAIL 10 II' CONSTRUCT STANDARD CURB & GUTTER.SEE SHEET C6.00 FOR DETAIL 11 PROVIDE 2' CURB TRANSITION TO PAVEMENT. SEE SHEET C6.00 FOR DETAIL 12 CONSTRUCT CONCRETE SIDEWALK FLUSH WITH PAVEMENT OCONSTRUCT OPEN AIR CHANNEL. SEE LANDSCAPE 13 ARCHITECT PLANS FOR DETAILS. CONSTRUCT CONCRETE SEAT WALL. SEE LANDSCAPE 14 ARCHITECT PLANS FOR DETAILS 15 CONSTRUCT 12'X6" TAPPING SADDLE AND VALVE 16 37 LF WATER 6" D.I.P FIRELINE W/ 42" MIN. COVER. 17 8" GATE VALVE, PLUG, & RESTRAINED COUPLING 1g B" FREUNE STUB AND 2" METER BOX 1g 4' DIAMETER SANITARY SEWER MANHOLE 20 20 LF 6" SANITARY SERMCE LINE 21 SANITARY SEWER CLEANOUT STEEL SHADE STRUCTURE. REFER TO STRUCTURAL 22 ENGINEER FOR DETAIL AND SPECIFICATIONS. PROPOSED CONTROLS ROOM. SEE LANDSCAPE ARCHITECT 23 AND STRUCTURAL PLANS FOR DETAILS. LANDSCAPE FURNISHINGS. REFER TO LANDSCAPE 24 ARCHITECT PLANS FOR DETAILS EXISTING WATER LINE STUB FOR FUTURE BUILDING 25 CONNECTION EXISTING SANITARY SEWER STUB FOR FUTURE BUILDING 26 CONNECTION 27 EXISTING 36" RCP STORM RE-ROUTE. CONSTRUCT CONCRETE STAIRS. SEE LANDSCAPE 28 ARCHITECT PLANS FOR DETAIL. 2g INSTALL 6" HOPE STORM PIPE ROOF DRAIN CONNECTION TO BUILDING. REFER TO 30 LANDSCAPE ARCHITECT PLANS FOR DETAILS INSTALL 6" UNDERDRAIN. CONNECT TO PROPOSED STORM 31 SYSTEM 32 INSTALL 12" HOPE STORM PIPE (TYP.) 33 APPROX. LOCATION OF EXISTING 6'X6' BOX CULVERT 34 INSTALL 45 DEGREE BEND OINSTALL FOUNTAIN DRAIN UNE, CONTRACTOR TO REFER 35 TO FOUNTAIN MANUFACTURER FOR DETAILS PROPOSED IRRIGATION CISTERN. REFER TO IRRIGATION 36 PLANS FOR DESIGN AND DETAILS ASPHALT PATCH FOR NEW SANITARY SERMCE 37 CONNECTION. SEE SHEET G6.01 FOR DETAIL 38 ELECTRIC TRANSFORMER PAD LOCATION 3g ELECTRIC METER LOCATION ® IRRIGATION CABINET LOCATION EXISTING IRRIGATION CISTERN. EXTENDED MANHOLE TO 41 FINISHED GRADE. SEE SHEET C6.01 FOR DETAIL CONSTRUCT CONCRETE WALL SEE LANDSCAPE 42 ARCHITECT PLANS FOR DETAILS ® FURNISH AND INSTALL 43 LF 6" FIRE UNE STUB OUT OFURNISH AND INSTALL 44 LF 2" DOMESTIC WATERUNE 44 STUB OUT ® EXISTING 2" WATER METER ®CONSTRUCT MOUNTABLE CURB & GUTTER ALONG EFFECTIVE RADIUS. SEE SHEET C6.00 FOR DETAIL 47 20 LF MULTIFLOW UNDERDRAIN SYSTEM. SEE LANDSCAPE ARCHITECT SHEET L5.10 FOR DETAIL ® INSTALL 12" X 18" TEE LEGEND RIGHT-OF-WAY UNE - - - - — PROPERTY LINE - - - - - UTILITY EASEMENT PROPOSED BUILDING SETBACK A BENCHMARK w INSTALL DOMESTIC WATER SERMCE UNE GAs INSTALL GAS SERMCE so INSTALL STORM SEWER PIPE INSTALL SANITARY SEWER SERMCE INSTALL COMMUNICATION LINE uGE ucE INSTALL UNDERGROUND ELECTRIC UNE ® LOCATION OF PROPOSED STORM STRUCTURE BENCHMARK d EXIST. UGHT POLE EXIST. TRANSFORMER EXIST. WATER METER I-+ EXIST. GRATE INLET EXIST. POWER POLE CHISELED "+" IN CONCRETE BESIDE EXIST. POWER POLE W/ LIGHT EXIST. STEEL POST SEAT WALL AT SW CORNER OF EXIST. WATER VALVE �^ INTERSECTION OF DICKSON ADN WEST PROP. UGHT POLE LOCATION. SEE LANDSCAPE ARCHITECT PLANS FOR DETAIL N - 637841.242 E - 672341.530 ELEV. - 1331.48 N MAG NAIL AT NORTH SIDE OF TRAIL , CROSSING ALONG SPRING ST. Or(/Clr/I/JG/J N - 637289.968 E - 672245.678 0' 10' 20' 4d �9MmFNal9. SCALE IN FEET ELEV.- 1324.44 Nelson Byrd Woltz Landscape Architects 310 East Market Street Charlottesville, VA 22902 T.434.984.1358 F.434.984.4158 www.nbwla.com flintlock ns 'REeHoscenE olsson TILLETT FNSAENGINEERING I TCC',;)LJ J 111 S LJC 41 lack BI 1 S t_ 2660 g:, III s GOFy4 »IEJtlA161H✓�91� ciro _^MM^tig A ARCHETYPE NO. Date Issues/Revisions I IU-UI-21 /U% DID 2 10-29-21 100% DID3 07-22-22 50% CD 4 11-11-22 90%CD 5 12-02-22 100% CID 6 01-26-23 ADDENDUM I P-�/RO�FESS1aN�Al ENGINEER ��L' Ne. 19979Opyrr•• O1/26/2023 Upper Ramble Public Spaces Fayetteville, Arkansas 100% CONSTRUCTION DOCUMENTS PROJECT NO.: 1814 DRAWN BY: NF, ZP, EH, AG CHECKED BY: ZP, NF, JA SITE PLAN AND UTILITY PLAN SOUTH DATE: JANUARY, 262023 SCALE: A"/ff DocuSign Envelope ID: O664O8B7-4B1A-44D3-9E5D-5F317A6FA4OF VALUE ANALYSIS •O• PROJECT NAME: Civic Plaza Re -Bid Packages GMP NA OLZ REPORT DATE: 7/27/2023 ItemDate Comments Alternates Alternate #1 Provide alternate paver options for all ($308,972.00) 2 1 but paver type P4. Alternate #2 Provide alternate paver options for all 2 pavertypes. x ($408,212.00) 1 Alternate #3 Provide alternate pricing to remove black granite aggregate and use typical aggregate x ($83,479.00) 3 with a sandblast finish. Alternate #4 Provide deductive alternate to remove 4 the demolition of the existing asphalt. x ($31,550.00) Value Engineering Remove Shade Structure Allowance from scope Footings for Shade Structure would remain. An x ($159,038.00) allowance would have to be held to provide an 1 enclosure for the electrical panels. Allowance to reduce Signage and Wayfinding scope This allowance is based on carrying 0 for the to only include the signage along the trail. x ($94,000.00) signage package along the trail. trail. 2 Removal of Site Furnishings scope completely x ($261,678.00) 3 included CO #12. Omit L Shaped Lounge Custom Furniture Piece 4 included in CO #12. x ($60,671.00) City to provide and install the MMCITE Bike Racks. Adjustment to pricing included in CO #12. x ($13,364.00) 5 6 Allowance for OFCI Multi -duct Comm Lines x ($15,700.00) 7 Allowance to Omit Camera Poles x ($116,025.00) 8 Allowance to Omit Lane Counter x ($37,480.00) 9 Allowance to Reduce 400A Company Switch to 200A x ($12,500.00) Allowance for alternate Lighted Bollards x ($20,000.00) Excludes Bollards at fountain. Proposed alternate not 10 accepted for fountain bollards. 11 Allowance to reduce Power Pedestals (6 Total) x ($3,500.00) Allowance to reduce the lighting from Spring St. to x ($147,840.00) 12 Dickson. Allowance to remove the Irrigation Cistern from the Earthwork Scope. x ($15,000.00) 13 VE to utilize Nyoplast basins in lieu of concrete at Granite Cobble Gutter. $0.00 Pending further evaluation by the design team. 14 VE to utilize alternate steel grates at Granite Cobble Gutter. $0.00 Pending further evaluation by the design team. 15 Allowance to reduce the storm drainage piping depth 16 and simplify the backfill requirements x ($211,200.00) 17 lAllowance to downsize the 7 & 5 Gallon plants x ($4,108.00) Allowance to reduce 6" Trees to 4" and 4" Trees to x ($16,955.00) Combination of some trees and some shrub size 18 3„ reduction 19 Allowance to substitute Patriot Bermuda Sod for x ($11,900.00) 20 Allowance to omit Irrigation Pump x ($62,000.00) Allowance to downsize the Pennsylvania Sedge from x ($9,370.00) 21 1 gal to plugs 22 OH&P x ($133,837.00) 23 $0.00 24 Use of owner contingency x ($63,223.00) 25 $0.00 Add for Street Light Infrastructure Dickson to Watson x $102,901.00 OH&P was already applied to the change order 26 previously. 27 $0.00 28 $0.00 29 $0.00 30 $0.00 31 $0.00 32 $0.00 :I an HIM IT TOTAL REJECTEM 190,588.00 SUMMARY WORKING BUDGET: $7,220,537.00 TARGET BUDGET: $5,521,396.09 ANTICIPATED SAVINGS: $1,699,141.00 CONTINGENCY / ESCALATION: $0.00 REVISED WORKING BUDGET: $5,521,396.00 DIFFERENCE: $0.00 Page 1 of 1 Value Analysis and/or Constructability Suggestions are advisory only and not professional design services. Nabholz takes no responsibility for design. AFFIDAVIT OF COMPLIANCE CONSTRUCTION MANAGER -AT -RISK PROJECT: _Upper Ramble Public Spaces I, Kyle Stout, having been first duly sworn and authorized, provide this Affidavit for and on behalf of Nabholz Construction Company and state the following to the best of my knowledge and belief in reference to the project solicited and Contracted under RFQ 18-11 and applicable to Change Order # 13: 1. My name is Kyle Stout and I am the Project Executive for Nabholz Construction Companv. I am qualified and authorized to execute this affidavit. 2. Nabholz Construction Company, pursuant to its contract with the City of Fayetteville, hereby certifies that it has reviewed the provisions set forth in Ark. Code Ann. § 14-58-1001, and verifies that it has complied with applicable provisions of that statute and all other applicable rules and regulations, whether recited in §14-58-1001 or elsewhere in Arkansas law, for the above -identified project. 3. The City of Fayetteville shall be held harmless and indemnified for any disputes that arise regarding the procurement and bidding processes performed by Nabholz Construction Companv. FURTHER AFFIANT SAYETH NOT. Signed this25 day of July 2023. Kyle Stout PRINTED NAME Project Executive TITLE STATE OF Arkansas ) COUNTYOF Benton ) ATURE Subscribed and sworn to before me, a Notary Public, this 25 day of July . 2023. LEAH B MACKEY NOTARY PUBLIC BENTON C ARKANSAS COMM 3/17132 COMMISSION NO, 12718311 o ry Public My Commission Expires: �7%�