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HomeMy WebLinkAbout180-23 RESOLUTION113 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%� Co 'pt,w 113 West Mountain Street Fayetteville, AR 72701 (479)575-8323 Resolution: 31-24 File Number: 2023-1556 NABHOLZ CONSTRUCTION,CO.(CHANGE ORDER): A RESOLUTION TO APPROVE CHANGE ORDER NO. 14 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $137,742.40 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR REPLACEMENT PARKING DECK PROJECT, AND TO APPROVE A BUDGET ADJUSTMENT—2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 14 includes items required by the Fire Marshal for the parking deck life safety systems, as well as masonry walls, bullet resistant glass and frames, and plumbing for the Police Department substation. 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. 14 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$137,742.40 for the additional work related to the Replacement Parking Deck 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 January 18,2024 Approve : Attest: •‘\\V\ 1 'I ;7 ' vY ,� y = lone c Jordan,Ma or Kara Paxton,City('lt • Treasurer '▪ �' may'.▪ -', • •�.' Page 1 CITY of CITY COUNCIL MEMO %orARKANS EVILLE ARKANSAS 2023-1556 MEETING OF JANUARY 18, 2024 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#14 to RFQ 18-11 Contract with Nabholz Construction for the Replacement Parking Deck and approve a Budget Adjustment. RECOMMENDATION: Approval of Change Order#14 to RFQ 18-11 Contract with Nabholz Construction for the Replacement Parking Deck in the amount of$137,742.40 and approve a Budget Adjustment. BACKGROUND: Resolution 117-23 approved underground plumbing and Bullet Resistant Storefronts for the west ave. PD Substation in the replacement parking deck. Individual contracts for slab, metal stud and drywall, and electrical, have been administered by our Facilities Maintenance Division. DISCUSSION: This change order includes items required by the Fire Marshal for the Parking Decks Life Safety systems, which included 2 way comm system and Voice module in the elevator lobby, and additional cable steel railings at floor level transitions. It also includes PD substation vestibule masonry walls, Bullet Resistant Glass and Frames, and the Plumbing above slab piping and fixtures. BUDGET/STAFF IMPACT: The PD Substation funding from project 07001.7820 Police Substation Project. The life safety items funding from interest and 2019 Arts Corridor Bond Funds accounts with a Budget Adjustment. The contract will be expensed in the following GLACCOUNT/Project: GLACCOUNT PROJECT AMOUNT 2300.200.9300-5804.00 - Building Costs 07001.7820 - Police Substation $100,328.40 4608.860.7820-5804.00 - Building Costs 46080.7820 - Parking Deck $ 37,414.00 $ 137,742.40 ATTACHMENTS: SRF (#3), BA (#4) , Prime Contract Change Order#014- Vestibule,_Comm_Sys_and_Barrier_Cables-2023-12-19 KS (#5) Mailing address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 City of Fayetteville, Arkansas Legislation Text 113 West Mountain Street Fayetteville,AR 72701 (479)575-8323 r File #: 2023-1556 Approval of Change Order#14 to RFQ 18-11 Contract with Nabholz Construction for the Replacement Parking Deck and approve a Budget Adjustment. A RESOLUTION TO APPROVE CHANGE ORDER NO. 14 TO THE CONTRACT WITH NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $137,742.40 FOR WORK RELATED TO THE CULTURAL ARTS CORRIDOR REPLACEMENT PARKING DECK PROJECT, AND TO APPROVE A BUDGET ADJUSTMENT — 2019 CULTURAL ARTS CORRIDOR BOND PROJECT WHEREAS, Change Order No. 14 includes items required by the Fire Marshal for the parking deck life safety systems, as well as masonry walls, bullet resistant glass and frames, and plumbing for the Police Department substation. 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. 14 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 $137,742.40 for the additional work related to the Replacement Parking Deck 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 City of Fayetteville Staff Review Form 2023-1556 Item ID 1/16/2023 City Council Meeting Date-Agenda Item Only N/A for Non-Agenda Item Wade Abernathy 12/21/2023 FACILITIES MANAGEMENT(140) Submitted By Submitted Date Division/Department Action Recommendation: Approval of a Resolution to authorize Change Order#14 to the RFQ-18-11 Contract with Nabholz Construction Corporation for Life Safety Items and PD Substation items for the Replacement Parking Deck in the amount of $137,742.40 and approval of a Budget Adjustment. Budget Impact: 4608.860.7820-5804.00 4608-Arts Corridor 2300.200.9300-5804.00 2300- Impact Fee Account Number Fund 46080.7820 46080.7820-Arts Corridor Bonds,Parking Deck 07001.7820 07001.7820-Police Impact Fee Improvements,Police Substation Project Number Project Title Budgeted Item? Yes Total Amended Budget $ 107,674.00 Expenses (Actual+Encum) $ - Available Budget $ 107,674.00 Does item have a direct cost? Yes Item Cost $ 137,742.40 Is a Budget Adjustment attached? Yes Budget Adjustment $ 30,069.00 Remaining Budget V20221130 Purchase Order Number: 2020-689 Previous Ordinance or Resolution# 180-23 Change Order Number: 14 Approval Date: 9/19/2023 Original Contract Number: 2018-00000042 Comments: City of Fayetteville,Arkansas- Budget Adjustment (Agenda) Budget Year Division Adjustment Number BUDGET&INFORMATION MGMT(133) /O rg2 2024 (BY) Requester: Kevin Springer BUDGET ADJUSTMENT DESCRIPTION/JUSTIFICATION: Approval of a Resolution to authorize Change Order#14 to the RFQ-18-11 Contract with Nabholz Construction Corporation for Life Safety Items and PD Substation items for the Replacement Parking Deck in the amount of$137,742.40 and approval of a Budget Adjustment. COUNCIL DATE: 1/16/2024 ITEM ID#: 2023-1556 Kevin Springer 12/22/2023 70:53 A/YI Budget Division Date D - (City Council) TYPE: JOURNAL#: GLDATE: RESOLUTION/ORDINANCE CH KD/POSTED: TOTAL 30,069 30,069 v.20231213 Increase/(Decrease) Project.Sub# Account Number Expense Revenue Project Sub.Detl AT Account Name 4608.860.7820-5804.00 37,414 - 46080 7820 EX Building Costs 4608.860.7999-5899.00 (10,477) - 46080 7999 EX Unallocated-Budget 4608.860.7999-5899.00 3,132 - 46080 7999 EX Unallocated-Budget 4608.860.7000-4707.46 - 30,069 46080 7000 RE Interest-2019 Project Funds 1 (>r I %NtEcr PCPCCO #014 NAOLZ Nabholz Construction-Rogers Project:02-22-2674-Downtown Parking Deck 3301 N 2nd Street 325 N.West Ave Rogers,Arkansas 72756 Fayetteville,Arkansas 72701 Phone:+14796597800 Prime Contract Change Order #014: PD Substation Vestibule, Comm System and Barrier Cables TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN FAYETTEVILLE, Arkansas 72701 DATE CREATED: 12/19/2023 CREATED BY: Chad Robinson(NABHOLZ CONSTRUCTION CORP/ROG) CONTRACT STATUS: Pending-In Review REVISION: 0 DUE DATE: REVIEW DATE: SCHEDULE IMPACT: 137 days EXECUTED: No REVISED SUBSTANTIAL 02/23/2024 SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 1:City of Fayetteville Contract TOTAL AMOUNT: $137,742.40 DESCRIPTION: Funding for barrier cables on grid line 9 on levels 2-5,a 2-way emergency communications system for each level of the elevator lobbies with an added module to make the system compatible for a VOIP phone system and the police substation vestibule with bullet resistant door and window plus all plumbing for the substation. ATTACHMENTS: CHANGE ORDER REQUESTS IN THIS CHANGE ORDER: COR# Title Schedule Impact Amount 075 Vest,Comm and Cabl $137,742.40 Total: $137,742.40 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 75A Gridline 9 Barrier Cable Steel $20,250.00 75B 2-Way Comm System $16,621.00 75C VOIP Module $543.00 75D Police Substation Vestibule 173 days $100,328.40 Total: $137,742.40 The original(Contract Sum) $11,629,483.00 Net change by previously authorized Change Orders $1,200,246.61 The contract sum prior to this Change Order was $12,829,729.61 The contract sum would be changed by this Change Order in the amount of $137,742.40 The new contract sum including this Change Order will be $12,967,472.01 The contract time will be Increased by this Change Order by 137 days. The Revised Substantial Completion Date will be 2/23/2024 Nabholz Construction-Rogers Page 1 of 2 Printed On: 12/19/2023 03:38 PM surr �`tt PCCO #014 NA ' oli CITY OF FAYETTEVILLE Nabholz Construction Corporation VI9 SIGNATURE,- DATE 1(_i TUR D TE Printed Na a loylet.01.10+(ota,l'1 Printed Name Kyle Stout Title MA or Title Project Executive Nabholz Construction-Rogers Page 2 of 2 Printed On: 12/19/2023 03:38 PM ,N„cerrr PCCO #014 NA ' 011 Nabholz Construction- Rogers Project:02-22-2674-Downtown Parking Deck 3301 N 2nd Street 325 N.West Ave Rogers,Arkansas 72756 Fayetteville,Arkansas 72701 Phone:+14796597800 Prime Contract Change Order #014: PD Substation Vestibule, Comm System and Barrier Cables TO: CITY OF FAYETTEVILLE FROM: Nabholz Construction Corporation 113 W MOUNTAIN FAYETTEVILLE, Arkansas 72701 DATE CREATED: 12/19/2023 CREATED BY: Chad Robinson(NABHOLZ CONSTRUCTION CORPIROG) CONTRACT STATUS: Pending-In Review REVISION: 0 DUE DATE: REVIEW DATE: SCHEDULE IMPACT: 137 days EXECUTED: No REVISED SUBSTANTIAL 02/23/2024 SIGNED CHANGE ORDER COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 1:Cly of Fayetteville Contract TOTAL AMOUNT: $137,742.40 DESCRIPTION. Funding for barrier cables on grid line 9 on levels 2-5,a 2-way emergency communications system for each level of the elevator lobbies with an added module to make the system compatrh'n ror a VOIP;none system and the police substation vestibule with bullet resistant door and window plus all pk;mu ny for the substation ATTACHMENTS: CHANGE ORDER REQUESTS IN THIS CHANGE ORDER: COR# Title Schedule Impact Amount 075 Vest,Comm and Cabi $137,742.40 Total: $137,742.40 POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# Title Schedule Impact Amount 75A Gridline 9 Berner Cable Steel $20,250.00 75B 2-Way Comm System $16,621.00 75C VOIP Module $543.00 75D PolIce Substation Vestibule 173 days $100,328.40 Total: $137,742.40 The original(Contract Sum) $11,829,483.00 Net change by previously authorized Change Orders $1,200,248.61 The contract sum prior to this Change Order was 512,829,729.61 The contract sum would be changed by this Change Order In the amount of $137,742.40 The new contract sum including this Change Order will be $12,987,472.01 The contract time will be increased by this Change Order by 137 days. The Revised Substantial Completion Date will be 2/23/2024 Nabholz Construction-Rogers Page 1 of 2 Printed On:12/19/2023 03:38 PM