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HomeMy WebLinkAbout103-99 RESOLUTIONRESOLUTION NO. 163 :S A RESOLUTION AWARDING BID NO. 99-45 IN THE AMOUNT OF $7,346,408 TO NABHOLZ CONSTRUCTION COMPANY FOR THE CONSTRUCTION OF THE FAYETTEVILLE TOWN CENTER PROJECT, APPROVING A PROJECT CONTINGENCY IN THE AMOUNT OF $150,000, APPROVING A CONTRACT FOR SAID AMOUNTS, AUTHORIZING AND APPROVING CHANGE ORDER NO. 1 TO SAID CONTRACT IN THE AMOUNT OF $970,162, AND APPROVAL OF A BUDGET ADJUSTMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council hereby awards Bid No. 99-45 in the amount of $7,346,408 to Nabholz Construction Company for the construction of the Fayetteville Town Center Project, approves a project contingency in the amount of $150,000, approves a contract for said amounts; and authorizes the Mayor and City Clerk to execute said contract for said amounts. A copy of the contract is attached hereto marked Exhibit "A" and made a part hereof. Section 7. The City Council hereby approves Change Order No. 1 to Exhibit "A" above for improvements to the Town Center Project in the amount of $970,162 and hereby authorizes the Mayor and City Clerk to execute said change order. A copy of Change Order No. 1 is attached hereto marked Exhibit "B" and made a part hereof. Section i The City Council hereby approves a budget adjustment increasing the project budget for the Town Center Project, Acct. No. 5600 9600 5804 00 Project No. 97084 20, in the amount of $1,120,162 and increasing the Transfer to Town Center Fund, from General Fund, Acct. No. 1010 6600 7602 60, in the amount of $450,247, and increasing Transfer to Town Center Fund, from Off -Street Parking Fund, Acct. No. 2130 9130 7602 60, in the amount of $386,600 by recognizing the Use of Fund Balance from General Fund, Acct. No. 1010 0001 4999 99, in the amount of $450,247 and recognizing the Use of Fund Balance from Off Street Parking Fund, Acct. No. 213 0913 4999 99, in the amount of $386,600 and recognizing additional Interest on Investments (earned on the funds transferred from the Advertising and Promotion Fund) in the Town Center Fund, Acct. No. 5600 0960 6708 00, in the amount of $58,000 and recognizing additional interest on Construction Fund (earned on the Town Center bond proceeds), Acct. No. 5600 0960 6602 01, in the amount of $225,315. A copy of the budget adjustment is attached hereto marked Exhibit "C" and made a part hereof. PASSED AND APPROVED this day of August 1999. •T\H E A MER IC AN 1 I ,N ,S It 1, T U T E O F ARCHITECTS NABHOL2 CONSTRUCTION ROGERS DIVISION JUL 3 0 1999 RECEIVED EXHIBIT A AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of ALA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT THIRD made as of the 'TWENTY NI NTH 73r Nineteen Hundred and NINETY NINE AUGUST day of J'JLV BETWEEN the Owner: CITY OF FAYETTEVILLE (Name and address) 113 WEST MOUNTAIN STREET FAYETTEVILLE, AR 72701 and the Contractor: (Name and address) The Project is: (.carne and location) The Architect is: (.Name and address) NABHOLZ CONSTRUCTION CORPORATION P.0 BOX 277 ROGERS, AR 72757 FAYETTEVILLE TOWN CENTER EXHIBITION HALL FAYETTEVILLE, ARKANSAS WITTENBF.RG, DELONY & DAVIDSON, INC. 100 W. CENTER, STE. 102 .FAYETTEVILLE, AR 72701 The Owner and Contractor agree as set forth below. in the year of Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 01987 by The American Institute of Archi- tects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 1 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) The date of commencement will be fixed in a written Notice to Proceed. Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement. Also insert any requirements for earlier Substantial Completion of cer- tain rtions of the Work, f not ated elsewhere in the Contract Documents. Six hundred (`600) consecutive calendar days from the:date of the Notice to Proceed. subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time.) AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101-1987 2 1 • ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of Seven Million Three.Hundred Forty Six Thousand Four Hundred Eight Dollars (5 7,345,408.00 ******* ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State tbe numbers or other identification of accepted alternates. If decisions on other alternates are to be made by tbe Owner subsequent to the execution of this Agreement, attach a schedule of such otber alternates showing the amount for each and tbe date until wbicb that amount is valid.) • Base Bid $ 8,786,650.00 Less Deductive Alternate No.l ( :36,200.00) Less Deductive Alternate No.2 ( 2,017.00) Less Deductive Alternate No.3 (`.'386,600.00) Subtotal 4 8,361,833.00 Negotiated Changes for Attachment "A" (3 pages) ($ 1,015,425.00) Contract Amount $ 7,346,408.00 4.3 Unit prices, if any, are as follows: 1. For drilled concrete piers per Section "2460 of the Project Manual: 42" deduct $47.06 /add $39.31 per linear foot 48" deduct $58.84 / add .449.84 per linear foot 54" deduct $65.58 / add 454.08 per linear foot 60" deduct $99.30 / add 476.68 per linear foot 2. For undercut of unsuitable material and off-site disposal add / deduct $7.25 per cubic yard 3. For importing, placing and compacting select fill material at undercut areas only: add / deduct $7.50 per cubic yard 4., For excavation and off-site disposal of trench rock: add/ deduct $125.00 per cubic yard 5. For excavation and off-site disposal of mass rock: add / deduct 585.00 per cubic yard For breaking up, excavating, hauling off and disposal of cisterns: add / deduct $85.00 per cubic yard AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIAt • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.W. WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright Iaws and Is subject to legal prosecution. A101-1987 3 1 • • ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: • For the period ending the twenty-fifth .(25th) of each month. 5.3 Provided an Application for Paymept is received by the Architect not later than the twenty-fifth (25th) day of a month, the Owner shall make payment to the Contractor not later than the " tenth { 10th )' . day of the fol low i rlgonth. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than thirty (30 ) days after the Architect receives the Application for Payment: 5.4 Each Application for Payment shall be based upon the schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows. 5.6.1. 'lake that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( ten (10) %). Pending final determination of cost to the Owner of changes in the Work, amounts not in the dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent( zero (0) %); 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to One Hundred percent( 100 %)oftheContract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims; and 5.7.2 Add if final completion of the Work is thereafter materially delayed through .no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions, 5.8 Reduction or limitation of retainage, if any, shall be as follows: (if it is intended. prior to Substantial Completion of tbe entire Work, to reduce or limit the retainage resulting from tbe percentages inserted in Subpara- graphs 5.6.1 and 5.6.2 above. and ibis is not explained elsewhere in tbe Contract Documents, insert here provisions for such reduction or limitation.) AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A101-1987 4 • • ARTICLE 6 FINAL PAYMENT 1 • Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: Before issuance of the final certificate, the Contractor shall obtain in writing from the Bonding Company, approval of such payment. No%certificate issued, non-payment made to the Contractor, nor partial or entire use of occupancy of the contract work by the Owner, shall be acceptance of any work :. or materials not in accordance with this contract. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Usury taus and requirements under the Federal Trutb in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice sbould be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. A101-1987 5 t ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, AIA Document A101, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated April 5, 1999 , and are as follows: Document Title Pages 00100 Bid Solicitation 2 00200 Instructions to Bidders 4 00320 Geotechnical Data 1 with attachment of Geotechnical Investigations 00400 Bid Form 3 00600 Bonds 1 00700 General Conditions 1 with attachment of 31 pages 00800 Supplementary Conditions 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to (bis Agreement.) Section Title Pages As listed on "Attachment B" ( 4 pages) AIA DOCUMENT Al01 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101-1987 6 • 9.1.5 The Drawings are as follows, and are dated Apri 1 5, 1999 (Either list be Drawings Dere or rtJer to an ecbibil atlacbed 10 tbis Agreement.) Number Title As listed on "Attachment'C" (4 pages) unless a different date is shown below: Date 9.1.6 The addenda, if any, are as follows: Number Date Pages 1 April 14, 1999 6 with attachments 2 April 26, 1999 13 with attachments 3 April 30, 1099 8 with attachments Portions of addenda relating to bidding requirements are not part of the Contract Documents unless the kidding requirements are also enumerated in this Article 9. AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101-1987 7 • 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List bere any additional documents which are intended to form part of the Contract Documents. The General Conditions provide tbat bidding requirements sucb as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. Tbey should be listed here only if intended to be part of the Contract Documents) "Attachment A" - List of Value Engineering/Cost Reduction Items (3 pages) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. OWNER CONT T • ' *l (Signaturh)' • (Signature) ot4 MON Fred Hanna, Mayor �T6oNie.e. t essiasPt7' (Printed name and title) (Printed name and title) AIA CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101-1987 8 "Attachment A" FAYETTEVILLE TOWN CENTER REVISED VALUE ENGINEERING / COST REDUCTION ITEMS 7-27-1999 Page 1 of 3 General on, itions 1.0 Change construction time to 18 months * 1.1 Change construction boundaries to allow use of Rock Street & City leased lot * Allowances 2.1 Delete landscape allowance 2.2 Reduce testing allowance from $30,000.00 to $15,000.00 2.3 Delete interior signage allowance 2.4 Delete reinforcing allowance of 5 tons Changes to Waterproofing Requirements 3.1 Change floor sealers in deck and exhibition hall 3.2 Change to contractor suggested terrace & plaza waterproofing systems 3.3 Change below -grade waterproofing system except at Mountain Street 3.4 Change to contractor suggested terrace traffic coating 3.5 Delete corrosion inhibitor admixture requirement * Elevators / Freight Elevators 4.1 Delete smaller freight elevator - provide all rough -in * 4.2 Delete one passenger elevator - provide all rough -in * Exterior Items 5.1 Delete canopies from north and south * 5.2 Change pre -cast to split face CMU on deck, pre -cast on bldg. to remain * 5.3 Change face brick type * 5.4 Delete herringbone in -fill pattern * 5.5 Delete removable bollards * 5.6 Delete 8" painted handrails * 5.7 Change parking deck barrier to site cast with exp. agg. finish * 5.8 Delete painting of under side of parking deck $ 30,000.00 $ 72,000.00 $ 102,000.00 $ 75,000.00 $ 15,000.00 $ 15,000.00 $ 2.316.00 $ 107,316.00 37,971.00 18,884.00 4,773.00 48,763.00 29.022.00 139,413.00 $ 99,456.00 $ 30 478 00 $ 129,934.00 12,970.00 6,264.00 17,405.00 15,207.00 3,651.00 11,763.00 18,508.00 33,143.00 • "Attachment A" FAYETTEVILLE TOWN CENTER REVISED VALUE ENGINEERING / COST REDUCTION ITEMS 7-27-1999 Page 2 of 3 5.9 Delete plaza masonry, planter walls, and sodding * 5.10 Delete curved stair from south elevations * 5.11 Delete upper levels of tower above entry masonry * Interior Items 6.1 Delete freezer - provide rough -in * 6.2 Delete electric window shades - provide rough -in & electrical * 6.3 Delete vertical blinds - provide blocking * 6.4 Delete operable partitions -provide bulkheads & tracks * 6.4 Delete mesh storage room wall * 6.5 Delete storage millwork from back wall of service desk 421 * 6.6 Change round interior columns from precast to GFRP * Glass & Glazing Changes 7.1 Change auto entrances to swing doors * 7.2 Change from kynar to clear anodized accept at tower * 7.3 Delete low E glazing requirement * Electrical Items $ 50,587.00 $ 43,962.00 $ 101.513.00 $ 314,973.00 $ 12,250.00 $ 24,350.00 $ 5,625.00 $ 88,091.00 $ 3,314.00 $ 3,482.00 $ 5 383.00 $ 142,495.00 $ 6,632.00 $ 9,650.00 $ 10.646.00 $ 26,928.00 8.1 Change light fixtures (pending cut sheets for review & approval) * $ 8.2 Delete selected light fixtures * $ 8.3 Allow transformer to be on grade * $ Mechanical Items 9.1 Change RTU -1 & RTU -3 to constant volume * 9.2 Delete energy management system * 9.3 Change duct work at RTU -1 * 9.4 Delete fin tube heat at tower* 19,424.00 13,544.00 3.092.00 36,060.00 $ 6,000.00 $ 3,961.00 $ 2,064.00 $ 4.281.00 $ 16,306.00 • "Attachment A" FAYETTEVILLE TOWN CENTER REVISED VALUE ENGINEERING / COST REDUCTION ITEMS 7-27-1999 Page 3 of 3 General Notes: Note 1: Note 2: All items marked with an asterisk (*) can be added back into the contract within the first 45 days after the Notice -to -Proceed at the pricing indicated. After that time they will not be able to be added back to the contract without the Contractor being given the opportunity to reprice the cost for adding these items back to the contract, if requested by the Owner. The balance of items not marked with an asterisk (*) can be added back into the contract within the first 200 days after the Notice -to -Proceed at the pricing indicated. After that time they will not be able to be added back to the contract without the Contractor being given the opportunity to reprice the cost of adding these items back to the contract and if the timing and construction sequence of the project will permit the ability to added the items back to the project and if requested by the Owner. • SECTION NO. "Attachment B" FAYETTEVILLE TOWN CENTER LIST OF PROJECT SPECIFICATIONS 7-27-1999 Page 1 of 4 TITLE 00100 BID SOLICITATION 00200 INSTRUCTIONS TO BIDDERS 00320 GEOTECHNICAL DATA 00400 BID FORM 00600 BONDS 00700 GENERAL CONDITIONS 00800 SUPPLEMENTARY CONDITIONS 01100 SUMMARY OF WORK 01210 ALLOWANCES 01230 ALTERNATES 01300 SUBMITTALS AND SUBSTITUTIONS 01450 TESTING LABORATORY SERVICES 01500 TEMPORARY FACILITIES AND CONTROLS 02200 02300 02360 02375 02460 02610 02613 02630 02740 02741 02750 02751 02752 02753 02754 02755 02756 02757 02760 02770 02900 02935 DEMOLITION AND SITE PREPARATION EARTHWORK TERMITE CONTROL TEMPORARY EROSION CONTROL DRILLED CONCRETE PIERS STORM DRAINAGE STORM DRAINAGE PIPE FOUNDATION DRAIN PIPING ASPHALTIC CONCRETE PAVING PORTLAND CEMENT CONCRETE PAVING WATER UTILITY PIPING - GENERAL CEMENT LINED DUCTILE IRON WATER PIPE AND FITTINGS POLYVINYL CHLORIDE (PVC) WATER PIPE AND FITTINGS SEWER PIPE — GENERAL POLYVINYL CHLORIDE (PVC) SEWER PIPE AND FITTINGS MANUALLY OPERATED VALVES AND CHECK VALVES MANHOLE CONSTRUCTION MISCELLANEOUS PIPING SPECIALTIES PAVEMENT MARKING CONCRETE CURBS AND SIDEWALKS LANDSCAPING SODDING • • 1 1 "ATTACHMENT B", PAGE 2 03100 CONCRETE FORM WORK 03200 CONCRETE REINFORCEMENT 03300 CAST -IN-PLACE CONCRETE 03315 CORROSION INHIBITOR ADMIXTURE 03380 POST TENSIONED CONCRETE 03450 ARCHITECTURAL PRECAST CONCRETE 04100 MORTAR 04150 MASONRY ACCESSORIES 04200 UNIT MASONRY 05100 STRUCTURAL STEEL 05200 METAL JOISTS 05300 METAL DECKING 05400 COLD FORMED STRUCTURAL STEEL FRAMING 05550 STEEL STAIRS AND PIPE RAILING 06100 ROUGH CARPENTRY 06170 GLUED -LAMINATED CONSTRUCTION 06400 ARCHITECTURAL WOODWORK 07100 WATERPROOFING 07150 DAMPPROOFING 07200 INSULATION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS 07525 MODIFIED BITUMEN SHEET ROOGING 07600 FLASHING AND SHEET METAL 07700 ROOF SPECIALTIES AND ACCESSORIES 07800 FIREPROOFING 07850 FIRESTOPPING 07900 JOINT SEALANTS 4/26/99 08100 METAL DOORS AND FRAMES 08200 WOOD DOORS 08350 ROLLING DOORS 08400 ENTRANCES, STOREFRONTS, AND WINDOWS 08425 AUTOMATIC ENTRANCE DOORS AND OPERATORS 08700 HARDWARE 08800 GLAZING 09250 GYPSUM DRYWALL 09260 GYPSUM SHEATHING 09310 TILE 09510 ACOUSTICAL CEILINGS 09650 RESILIENT FLOORING • • 09680 CARPET 09720 WALL COVERING 09900 PAINTING 09950 GLAZE COATING "ATTACHMENT B", PAGE 3 10150 COMPARTMENTS AND CUBICLES 10400 IDENTIFYING DEVICES 10520 FIRE PROTECTION SPECIALTIES 10650 OPERABLE PARTITIONS 10800 TOILET AND BATH ACCESSORIES 10950 MISCELLANEOUS SPECIALTIES 11160 LOADING DOCK EQUIPMENT 11400 FOOD SERVICE EQUIPMENT 12491 VERTICAL BLINDS 14200 HYDRAULIC ELEVATORS 15010 GENERAL MECHANICAL REQUIREMENTS 15240 VIBRATION ISOLATION 15250 MECHANICAL INSULATION 15330 WET PIPE SPRINKLER SYSTEM 15331 DRY TYPE SPRINKLER SYSTEM 15410 ROOF AND STORM DRAINAGE SYSTEM 15411 SANITARY DRAIN, WASTE AND VENT PIPING SYSTEM 15412 DOMESTIC WATER PIPING SYSTEM 15413 NATURAL GAS PIPING SYSTEM 15440 PLUMBING FIXTURES AND TRIM 15458 COMMERCIAL ELECTRIC WATER HEATERS 15459 RESIDENTIAL GRADE ELECTRIC WATER HEATERS 15626 ELECTRIC BASEBOARD HEATERS 15629 ELECTRIC UNIT HEATERS 15775 SPLIT SYSTEM HEAT PUMP - OUTDOOR UNIT 15781 PACKAGED ROOFTOP UNIT WITH 11 15836 SPLIT SYSTEM HEAT PUMP - INDOOR UNIT, AND AIR HANDLING UNITS 15860 FANS 15891 LOW AND MEDIUM PRESSURE DUCTWORK AND ACCESSORIES 15930 CHANGEOVER/BYPASS VARIABLE AIR VOLUME 15940 ADJUSTABLE FREQUENCY DRIVE CONTROLLER 4/26/99 15949 BAS SYSTEM 16010 GENERAL ELECTRICAL REQUIREMENTS • "ATTACHMENT B", PAGE 4 16110 RACEWAYS 16120 WIRES AND CABLES 16130 BOXES AND ENCLOSURES 16140 WIRING DEVICES 16170 DISCONNECT SWITCHES 16190 SUPPORTING DEVICES 16195 ELECTRICAL IDENTIFICATION 16421 UNDERGROUND ELECTRICAL SERVICES 16422 TRANSIENT VOLTAGE SURGE SUPPRESSOR, HIGH EXPOSURE 16423 TRANSIENT VOLTAGE SURGE SUPPRESSOR, MEDIUM EXPOSURE 16450 GROUNDING 16460 TRANSFORMERS, DRY TYPE 16471 CIRCUIT BREAKER PANELBOARDS, 240 VAC 16472 CIRCUIT BREAKER POWER DISTRIBUTION 16473 LIGHTING AND POWER PANELBOARDS, 277/480 VAC,(NF) 16476 FUSES 16485 CONTACTORS 16510 LIGHTING FIXTURES 16712 FIRE ALARM AND DETECTION SYSTEM END OF LIST OF SPECIFICATIONS • "Attachment C" FAYETTEVILLE TOWN CENTER LIST OF PROJECT DRAWINGS 7-27-1999 Page 1 of 4 • Drawings are dated April 5, 1999 unless noted otherwise below. SHEET NO. TITLE TITLE SHEET T1 1 DATA SHEET C1.1 SURVEY C1.2 DEMOLITION C1.3 SITEPLAN/DRAWINGS (Revised per Addendum No.2) C1.4 UTILITIES SITE PLAN (Revised per Addendum No.2) C1.5 CIVIL DETAILS (Revised per Addendum No.2) C1.6 CIVIL DETAILS (Revised per Addendum No.2) C1.7 DOMESTIC WATER C1.8 SANITARY SEWER A0.1 SITE PLAN -UPPER LEVEL A0.2 SITE PLAN -LOWER LEVEL A0.3 SITE DETAILS A0.4 LIFE SAFETY PLAN A0.5 CONSTRUCTION BOUNDARIES/PHASING PLAN A1.1 FLOOR PLAN - PARKING DECK - LEVELS IA & 1B Al.2 FLOOR PLAN - PARKING DECK - LEVELS 2A & 2B A1.3 FLOOR PLAN - PARKING DECK - LEVELS 3A & 3B AI.4 FLOOR PLAN - PARKING DECK - LEVELS 3C A1.5 FLOOR PLAN - EXHIBIT HALL LEVEL A1.6 FLOOR PLAN - PLAZA A1.7 CLERESTORY PLAN A1.8 REFLECTED CEILING PLAN A1.9 ROOF PLAN A1.10 ROOF DETAILS A2.1 BUILDING ELEVATATIONS A2.2 BUILDING ELEVATATIONS A2.3 BUILDING SECTIONS A2.4 BUILDING SECTIONS A3.1 WALL SECTIONS A3.2 WALL SECTIONS A3.3 WALL SECTIONS A3.4 WALL SECTIONS A3.5 WALL SECTIONS A3.6 INTERIOR PARTITION SCHEDULE A3.7 WALL SECTIONS DATE 3/99 4/23/99 4/23/99 4/23/99 4/23/99 3/99 • 1 "ATTACHMENT C" PAGE 2 A4.1 STAIR DETAILS A4.2 STAIR DETAILS A4.3 STAIR DETAILS A4.4 ENLARGED ELEVATOR PLAN & DETAILS A4.5 ENLARGED ELEVATOR PLAN & DETAILS A4.6 ENLARGED TOILET PLANS & ELEVATIONS A4.7 ENLARGED TOWER PLANS & DETAILS A4.8 ENLARGED PLAN DETAILS A4.9 INTERIOR ELEVATIONS A4.10 TRANSITION DETAILS MISCELLANEOUS DETAILS SITE DETAILS A5.1 ROOM FINISH SCHEDULE & DOOR SCHEDULE A5.2 DOOR DETAILS A5.3 NOT USED A5.4 WINDOW SCHEDULE & DETAILS A5.5 WINDOW DETAILS A6.1 MILLWORK ELEVATIONS MILLWORK DETAILS K-1 COOLER/FREEZER/DRY STORAGE PLAN K-2 COOLER/FREEZER/RECESS PLAN K-3 PLUMBING OUTLET LOCATIONS K-4 ELECTRICAL OUTLET LOCATIONS S1.0 GENERAL NOTES S1.1 FOUNDATION PLAN - LEVEL 1 4/14/99 S1.2 FOUNDATION & FRAMING PLAN - LEVEL 2 S1.3 FOUNDATION & FRAMING PLAN - LEVEL 3 S1.4 FOUNDATION PLAN - LEVEL 3C S 1.5 FLOOR FRAMING PLAN - EXHIBIT HALL 4/14/99 S1.6 ROOF FRAMING PLAN - PLAZA 4/14/99 S1.7 ROOF FRAMING PLAN -EXHIBIT HALL 4/14/99 SI.8 ENTRANCE TOWER PLANS & DETAILS 4/14/99 S1.9 CANOPY FRAMING PLANS & DETAILS 4/14/99 S2.1 FOUNDATION DETAILS 4/14/99 S2.2 FOUNDATION DETAILS 4/14/99 S3.1 FRAMING DETAILS & BEAM SCHEDULES S3.2 PARKING DECK FRAMING DETAILS S3.3 STAIR FRAMING DETAILS & BEAM SCHEDULES 4/14/99 S3.4 FLOOR FRAMING DETAILS S3.5 ROOF FRAMING DETAILS S3.6 ROOF FRAMING DETAILS S3.7 FLOOR FRAMING DETAILS - PLAZA 4/14/99 S4.1 TRUSS PROFILE & DETAILS S5.1 BRACE ELEVATIONS & DETAILS • • "ATTACHMENT C" PAGE 3 M1.1 MECHANICAL - EXHIBIT HALL LEVEL M1.2 MECHANICAL ROOF PLAN M1.3 MECHANICAL PLANS - PARKING DECK M2.1 MECHANICAL - DETAILS M3. I MECHANICAL CONTROLS M3.2 MECHANICAL SCHEDULES P1.1 PLUMBING PLAN - PARKING DECK LEVELS IA & 1B P1.2 PLUMBING PLAN - PARKING DECK LEVELS 2A & 2B P1.3 PLUMBING PLAN - PARKING DECK LEVELS 3A & 3B P 1.4 PLUMBING PLAN - PARKING DECK LEVEL 3C P 1.5 PLUMBING DRAIN PLAN - EXHIBIT HALL LEVEL P 1.6 PLUMBING SUPPLY PLAN - EXHIBIT HALL LEVEL P 1.7 PLUMBING PLAN - PLAZA P1.8 ROOF PLAN P2.1 PLUMBING SECTIONS - PARKING LEVELS P2.2 PLUMBING DETAILS P23 PLUMBING SCHEDULES P 1.1 LIGHTING & POWER PLAN PARKING DECK LEVELS IA & 1B E1.2 LIGHTING & POWER PLAN PARKING DECK LEVELS 2 A & 2B E1.3 LIGHTING & POWER PLAN PARKING DECK LEVELS 3A & 3B E1.4 LIGHTING & POWER PLAN PARKING DECK LEVELS 3C El.5 POWER PLAN - EXHIBIT HALL LEVEL E1.6 LIGHTING & POWER PLAN - PLAZA E2.1 LIGHTING PLAN - EXHIBIT LEVEL E3. 1 ELECTRICAL DETAILS E3.2 ELECTRICAL DETAILS E3.3 ELECTRICAL DETAILS E4.1 ELECTRICAL SCHEDULES & NOTES E4.2 ELECTRICAL SCHEDULES & NOTES E4.3 ELECTRICAL SCHEDULES & NOTES ADD1.1 SECTION 13 PARKING DECK FRAMING DETAILS (53.2) 4/14/99 ADD1.2 SECTION 19 FLOOR FRAMING DETAILS (S3.4 4/14/99 ADDI 3 SECTION 20 FLOOR FRAMING DETAILS (S3.4) 4/14/99 ADD1 4 SECTION 11 ROOF FRAMING DETAILS (S3.6) 4/14/99 ADD1 5 SECTION 14 ROOF FRAMING DETAILS (S3.6) 4/14/99 ADD1.6 MECHANICAL SECTION THRU TOWER LOOKING EAST 4/14/99 ADD1.7 WALL SECTION LOOKING SOUTH THRU WEST WALL OF TOWER 4/14/99 ADDI.8 ROOF DETAIL 4/14/99 ADD1.9 SILL DETAIL 4/14/99