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16-091.00 Meridian Construction: City Hall Construction
Init. i( -°9l ® =- Document AIOITM - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum 041 AGREEMENT made as of the h Ziay of May in the year Two Thousand Sixteen (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) City of Spokane Valley 11707 E. Sprague Ave, Suite 106 Spokane Valley, WA 99206 Telephone Number: (509) 921-1000 and the Contractor: (Name, legal status, address and other information) Meridian Construction, Inc. 12730 E. Mirabeau Pkwy, Ste. 100 Spokane Valley, WA 99216 Telephone Number: (509) 443-0252 for the following Project: (Name, location and detailed description) City of Spokane Valley New City Hall Spokane Valley, WA The Architect: (Name, legal status, address and other information) Architects West, Inc. 210 E. Lakeside Avenue Coeur d'Alene, ID 83814 Telephone Number: (208) 667-9402 Fax Number: (208) 667-6103 The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attomey is encouraged with respect to its completion or modification. AIA Document A201 TM -2007, 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. AIA Document A101 T" — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS 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, all of which 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 a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement 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 of Work shall be the date identified in the notice to proceed issued by the Owner. If, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: N/A § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( ) days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) Substantial Completion by August 31, 2017. Final Completion within 30 days of Substantial Completion. AIA Document A101"" — 2007. Copyright ©1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. Portion of Work Substantial Completion Date , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) Liquidated damages shall be according to Specification Section 002000, Part 1.12, and Addendum No. 2. ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Nine Million Seven Hundred Forty Two Thousand Seven Hundred and 00/100 ($ 9,742,700.00 ), subject to additions and deductions as provided in the Contract 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 the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) Base Bid: Alternate #2 — Full Basement Alternate #3 — HVAC Zoning Kit Alternate #9 — Spray Foam Insulation in Exterior Walls Alternate #10 — Infrastructure for Undergrounding of Utilities along Sprague Sub Total Alternates: $680,900.00 $6,500.00 $46,000.00 $44,300.00 $8,965,000.00 $777,700.00 Total Contract Sum: $9,742,700.00 § 4.3 Unit prices, if any: (Identify and state the unit price; state quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit ($0.00) N/A § 4.4 Allowances included in the Contract Sum, if any: (Idents allowance and state exclusions, if any, from the allowance price.) Item N/A Price ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 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. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the day of the month. 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 ( ) days after the Architect receives the Application for Payment. AIA Document A101 T" — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent 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. The schedule of values shall 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. § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take 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 Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of percent ( %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201TM-2007, General Conditions of the Contract for Construction; .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 ( %); .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. § 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Section 9.8.5 of AIA Document A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .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 Section 9.10.3 of AIA Document A201-2007. § 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intendea prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. AIA Document A101TM — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) [ ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 [ X ] Litigation in a court of competent jurisdiction [ ] Other (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 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.) % Per RCW 39.76. § 8.3 The Owner's representative: (Name, address and other information) City of Spokane Valley 11707 E. Sprague Ave, Suite 106 Spokane Valley, WA 99206 Steve Worley Telephone Number: (509) 720-5014 AIA Document A101 T® — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No. 1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. E-mail: sworley@spokanevalley.org § 8.4 The Contractor's representative: (Name, address and other information) Meridian Construction, Inc. 12730 E. Mirabeau Pkwy, Ste. 100 Spokane Valley, WA 99216 Robert Frazier, Project Manager Telephone Number: (509) 443-0252 Cell Number: (509) 553-9109 E-mail: robert@meridianco.com § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A101-2007, Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A201-2007, General Conditions of the Contract for Construction. § 9.1.3 The Supplementary and other Conditions of the Contract: Document Title Date Pages 008000 Supplementary Conditions 03/14/16 24 § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) See Exhibit A. (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) See Exhibit B. (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages 1 04/06/16 70 2 04/14/16 39 3 04/19/16 9 Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents: AIA Document Al 01T® — 2007. Copyright CO 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Init. .1 AIA Document E201TM-2007, Digital Data Protocol Exhibit, if completed by the parties, or the following: .2 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-2007 provides that bidding requirements such as advertisement or invitation to bice Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) Detail Manual ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A201-2007.) Type of insurance or bond Limit of liability or bond amount ($0.00) This Agreement entered into as of the day and year first written above. OWNER (Signature) Mark Calhoun Deputy City Manager (Printed name and title) CONT C OR rgnature Mark D'Agostino President (Printed name and title) AIA Document A10111` — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 09:56:00 on 05/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1685015127) Exhibit A Page 1 of 9 SECTION 000100 - TABLE OF CONTENTS DOCUMENTS -- INTRODUCTORY INFORMATION, BIDDING REQUIREMENTS, AND CONTRACT REQUIREMENTS 001000 — ADVERTISEMENT FOR BID 002000 — INSTRUCTIONS TO BIDDERS 003000 — INFORMATION AVAILABLE TO BIDDERS SUBSTITUTION REQUEST FORM 004100 — BID FORM 005000 — AGREEMENT 007000 — GENERAL CONDITIONS 008000 — SUPPLEMENTARY CONDITIONS BID BOND PAYMENT BOND PERFORMANCE BOND DIVISION 1 -- GENERAL REQUIREMENTS 011000 — SUMMARY 012300 — ALTERNATES 012500 — SUBSTITUTION PROCEDURES 012600 — CONTRACT MODIFICATION PROCEDURES 012900 — PAYMENT PROCEDURES 013100 — PROJECT MANAGEMENT AND COORDINATION 013200 — CONSTRUCTION PROGRESS DOCUMENTATION 013233 — PHOTOGRAPHIC DOCUMENTATION 013300 — SUBMITTAL PROCEDURES 013301 — LICENSING AGREEMENT FOR ARCHITECTS DIGITAL FILES 014000 — QUALITY REQUIREMENTS 015000 — TEMPORARY FACILITIES AND CONTROLS 015639 — TEMPORARY TREE AND PLANT PROTECTION 016000 — PRODUCT REQUIREMENTS 017300 — EXECUTION 017329 — CUTTING AND PATCHING 017419 — CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 1 017700 — CLOSEOUT PROCEDURES 017823 — OPERATION AND MAINTENANCE DATA 017839 — PROJECT RECORD DOCUMENTS 017900 — DEMONSTRATION AND TRAINING 019113 — GENERAL COMMISSIONING REQUIREMENTS DIVISION 2 - EXISTING CONDITIONS 024119 — SELECTIVE DEMOLITION DIVISION 3 030510 033000 034500 DIVISION 4 042000 044313. DIVISION 5 051200 052100 053100 054000 055113 055213 055313 057300 DIVISION 6 061000 061516 061600 061753 061800 02/22/16 --CONCRETE — CONCRETE WATERPROOFING ADMIXTURE — CAST -IN-PLACE CONCRETE — PRECAST ARCHITECTURAL CONCRETE -- MASONRY — UNIT MASONRY 13 — ANCHORED STONE MASONRY VENEER - - METALS — STRUCTURAL STEEL FRAMING — STEEL JOIST FRAMING — STEEL DECKING — COLD -FORMED METAL FRAMING — METAL PAN STAIRS — PIPE AND TUBE RAILINGS — BAR GRATINGS — DECORATIVE METAL RAILINGS - - WOOD AND PLASTICS — ROUGH CARPENTRY — WOOD ROOF DECKING — SHEATHING — SHOP -FABRICATED WOOD TRUSSES — GLUED -LAMINATED CONSTRUCTION Exhibit A Page 2 of 9 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 2 Exhibit A Page 3 of 9 064116 — PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064600 — WOOD TRIM DIVISION 7 -- THERMAL AND MOISTURE PROTECTION 071113 — BITUMINOUS DAMPPROOFING 071900 — WATER REPELLENTS 072100 — THERMAL INSULATION 072119 — FOAMED -IN-PLACE INSULATION (ALTERNATE #9) 072600 — VAPOR RETARDERS 073113 — ASPHALT SHINGLES 074213.23 — METAL COMPOSITE MATERIAL WALL PANELS 074293 — SOFFIT PANELS 075323 — ETHYLENE -PROPYLENE -DIENE -MONOMER (EPDM) ROOFING 076200 — SHEET METAL FLASHING AND TRIM 077100 — ROOF SPECIALTIES 077200 — ROOF ACCESSORIES 078413 — PENETRATION FIRESTOPPING 079200 — JOINT SEALANTS DIVISION 8 -- DOORS AND WINDOWS 081113 — HOLLOW METAL DOORS AND FRAMES 081416 — FLUSH WOOD DOORS 083113 — ACCESS DOORS AND FRAMES 083500 — SIDE -FOLDING GRILLES 084113 — ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 084229.33 — SWINGING AUTOMATIC ENTRANCES 087100 — DOOR HARDWARE 088000 — GLAZING DIVISION 9 -- FINISHES 092116.23 — GYPSUM BOARD SHAFT WALL ASSEMBLIES 092216 — NON-STRUCTURAL METAL FRAMING 092900 — GYPSUM BOARD 093013 — CERAMIC TILING 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 3 Exhibit A Page 4 of 9 095113 — ACOUSTICAL PANEL CEILINGS 095426 — LINEAR WOOD CEILINGS (ALTERNATES #4 AND #5) 096513 — RESILIENT BASE AND ACCESSORIES 096519 — RESILIENT TILE FLOORING 096813 — TILE CARPETING 097200 — WALL COVERING 098433 — SOUND -ABSORBING WALL UNITS 099113 — EXTERIOR PAINTING 099123 — INTERIOR PAINTING DIVISION 10 -- SPECIALTIES 101100 — VISUAL DISPLAY SURFACES 101400 — SIGNAGE 101419 — DIMENSIONAL LETTER SIGNAGE 101426 — POST AND PANEL/PYLON SIGNAGE 102113.13 — METAL TOILET COMPARTMENTS 102600 — WALL AND DOOR PROTECTION 102800 — TOILET, BATH, AND LAUNDRY ACCESSORIES 104413 — FIRE EXTINGUISHER CABINETS 107113 — EXTERIOR SUN CONTROL DEVICES 107500 — FLAGPOLES DIVISION 12 -- FURNISHINGS 122113 — LOUVER BLINDS 122413 — ROLLER WINDOW SHADES 123661.19 — QUARTZ AGGLOMERATE COUNTERTOPS 124813 — ENTRANCE FLOOR MATS AND FRAMES DIVISION 14 — CONVEYING SYSTEMS 142400 — HYDRAULIC ELEVATORS DIVISION 31 - 33 — SITE 311000 — SITE CLEARING 312000 — EARTH MOVING 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 4 Exhibit A Page 5 of 9 321216 — ASPHALT PAVING 321313 — CONCRETE PAVING 321713 — PARKING BUMPERS 321723 — PAVEMENT MARKINGS 323113 — CHAIN LINK FENCES AND GATES 323121 — ALUMINUM LOUVER FENCES AND GATES 328400 — PLANTING IRRIGATION 329113 — SOIL PREPARATION 329200 — TURF AND GRASSES 329300 — PLANTS END OF TABLE OF CONTENTS 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 5 TABLE OF CONTENTS DIVISION 31 - EARTHWORK 311500 Erosion and Sedimentation Control DIVISION 33 - UTILITIES 331000 Water Utilities 333000 Sanitary Sewerage Utilities 334100 Storm Utility Drainage Piping 03/18/16 Spokane Valley City Hall (1509) Exhibit A Page 6 of 9 TABLE OF CONTENTS 1 MECHANICAL INDEX DIVISION 22 — PLUMBING 22 00 00 22 05 00 22 05 16 22 05 19 22 05 23 22 05 29 22 05 50 22 05 53 22 07 00 22 11 16 22 11 19 22 11 20 22 11 23 22 13 16 22 13 19 22 14 29 22 34 00 22 40 00 PLUMBING GENERAL PROVISIONS COMMON WORK RESULTS FOR PLUMBING PIPE EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING METERS AND GAGES FOR PLUMBING GENERAL -DUTY VALVES FOR PLUMBING PIPING HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT PLUMBING SEISMIC CONTROLS IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PLUMBING INSULATION DOMESTIC WATER PIPING DOMESTIC WATER PIPING SPECIALTIES NATURAL GAS PIPING DOMESTIC WATER PUMPS SANITARY WASTE AND VENT PIPING SANITARY WASTE AND VENT PIPING SPECIALTIES SUBMERSIBLE SEWAGE PUMPS FUEL -FIRED DOMESTIC WATER HEATERS PLUMBING FIXTURES DIVISION 23 — HEATING, VENTILATING AND AIR CONDITIONING 23 00 00 23 05 29 23 05 48 23 05 53 23 05 93 23 07 00 23 23 15 23 31 13 23 33 00 23 34 23 23 37 13 23 41 00 23 73 15 23 81 27 23 81 50 23 82 39 HVAC GENERAL PROVISIONS HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT MECHANICAL VIBRATION CONTROLS IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT TESTING, ADJUSTING AND BALANCING MECHANICAL INSULATION REFRIGERANT PIPING AND SPECIALTIES — SPLIT SYSTEMS HVAC DUCTS DUCT ACCESSORIES POWER VENTILATORS AIR INLETS, OUTLETS AND LOUVERS AIR FILTERS ENERGY RECOVERY VENTILATOR UNITS DUCTLESS SPLIT SYSTEM AIR CONDITIONING UNITS VARIABLE REFRIGERANT VOLUME (VRV) SYSTEMS ELECTRIC HEATERS Exhibit A Page 7 of 9 The Engineer's seal and signature affixed hereon is all inclusive for the full content for this portion of the document. 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) MECHANICAL INDEX Exhibit A Page 8 of 9 City of Spokane Valley City Hall Electrical Specification Index Section Title 26 0010 General Provisions for Electrical Systems 26 0500 Common Work Results for Electrical Systems 26 0519 Electrical Power Conductors and Cables 26 0526 Grounding and Bonding for Electrical Systems 26 0529 Hangers and Supports for Electrical Systems 26 0533 Raceway and Boxes for Electrical Systems 26 0535 Floor Boxes for Electrical Systems 26 0536 Cable Trays for Electrical Systems 26 0553 Identification for Electrical Systems 26 0573 Short Circuit, Device Coordination & Arc Flash Study 26 0923 Distributed Lighting Control Systems & Lighting Control Devices 26 2200 Low -Voltage Transformers 26 2413 Switchboards 26 2416 Panelboards 26 2726 Wiring Devices 26 2813 Fuses 26 2816 Enclosed Switches 26 2820 Elevator Power Module 26 2913 Motor Control 26 2933 Contactors 26 3600 Automatic Transfer Switch 26 5110 Interior Lighting 26 5600 Exterior Lighting 27 0010 General Provisions for Communications 27 0500 Common Work Results for Communications 27 1500 Communications Cabling 27 4133 Cable TV Distribution System 28 0010 General Provisions for Electronic Safety & Security 28 0500 Common Work Results for Electronic Safety & Security 28 1300 Access Control System 28 2300 Video Management System 28 3100 Fire Alarm System 28 7000 Intrusion Detection System Technology Responsibility Matrix SECTION 000100 - TABLE OF CONTENTS SECTION 211313 — FIRE PROTECTION SPRINKLER SYSTEMS END OF TABLE OF CONTENTS Exhibit A Page 9 of 9 03/18/16 FIRE PROTECTION TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 1 GENERAL A0.00 A0.01 A0.02 A0.03 A0.04 A0.05 CIVIL C0.00 C0.01 C0.02 C1.00 C1.10 C1.20 C1.30 C2.00 C5.00 C5.01 C5.02 LANDSCAPE L1.10 L1.20 L1.21 L1.30 L1.40 L1.50 L1.51 ARCHITECTURAL A1.00 A1.01 A1.10 A1.20 A1.30 A2.00 A2.01 A2.02 A2.10 A2.20 A2.30 A2.40 A3.01 A3.02 A3.03 A4.01 A4.02 A5.1.01 A5.1.02 A5.1.03 A5.2.01 A5.2.02 A5.2.03 A5.2.04 A6.00 A6.01 A6.02 A6.10 COVER SHEET/INDEX CODE ANALYSIS PLAN CODE ANALYSIS PLAN CODE ANALYSIS PLAN CODE ANALYSIS PLAN CODE ANALYSIS PLAN - BASEMENT AND ALT 1 - BASEMENT ALT 2 - FIRST FLOOR - SECOND FLOOR - THIRD FLOOR GENERAL CIVIL INFORMATION GENERAL NOTES GENERAL NOTES EXISTING SITE SURVEY AND DEMOLITION PLAN EROSION CONTROL PLAN STORM DRAINAGE PLAN UTILITY PLAN DARTMOUTH ROAD PLAN AND PROFILE DETAILS DETAILS DETAILS MATERIALS & SIGNAGE PLAN LAYOUT PLAN LAYOUT PLAN - PLAZA ENLARGEMENTS GRADING PLAN IRRIGATION PLAN LANDSCAPE PLAN LANDSCAPE ENLARGEMENT BASEMENT AND ALT 1 - WALL DIAGRAMS BASEMENT ALT 2 - WALL DIAGRAMS FIRST FLOOR - WALL DIAGRAMS SECOND FLOOR - WALL DIAGRAMS THIRD FLOOR - WALL DIAGRAMS FLOOR PLAN - OVERALL BASEMENT FLOOR PLAN - BASEMENT ALTERNATE 1 FLOOR PLAN - BASEMENT ALTERNATE 2 FLOOR PLAN - OVERALL FIRST FLOOR FLOOR PLAN - OVERALL SECOND FLOOR FLOOR PLAN - OVERALL THIRD FLOOR STORAGE BLDG EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS WALL SECTIONS STAIR S1 PLANS / SECTION STAIR S3 PLANS / SECTION STAIR S2 & ELEVATOR PLANS / SECTION STAIR S4 PLAN / SECTIONS REFLECTED CEILING PLAN - BASEMENT REFLECTED CEILING PLAN - BASEMENT ALTERNATE 1 REFLECTED CEILING PLAN - BASEMENT ALTERNATE 2 REFLECTED CEILING PLAN - FIRST FLOOR Exhibit B Page 1 of 4 A6.20 A6.30 A6.40 A7.10 A8.01 A8.02 A8.03 A8.04 A8.05 A8.06 A8.07 A8.08 A8.09 A8.10 A8.11 A9.21 A9.31 A9.32 FURNITURE F2.10 F2.20 F2.30 F2.40 F2.50 F2.60 STRUCTURAL S1.00 S1.10 S1.20 S1.30 S2.00 S2.01 S2.02 S2.10 S2.11 S2.12 S2.20 S2.30 S2.40 S2.50 S2.60 S3.1 S4.1 S5.1 S5.2 S5.3 MECHANICAL M1.00 M1.01 M1.02 M2.00 M2.01 M2.02 M2.10 M2.20 M2.30 REFLECTED CEILING PLAN - SECOND FLOOR REFLECTED CEILING PLAN - THIRD FLOOR REFLECTED CEILING - ALTERNATE #4 ROOF PLAN INTERIOR ELEVATIONS / ENLARGED PLANS INTERIOR ELEVATIONS / ENLARGED PLANS INTERIOR ELEVATIONS / ENLARGED PLANS INTERIOR ELEVATIONS / ENLARGED PLANS INTERIOR ELEVATIONS / ENLARGED PLANS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR SCHEDULE WINDOW SCHEDULE WINDOW ELEVATIONS FIRST FLOOR FURNITURE PLAN SECOND FLOOR FURNITURE PLAN THIRD FLOOR FURNITURE PLAN FINISH LOCATION PLAN - FIRST FLOOR FINISH LOCATION PLAN - SECOND FLOOR FINISH LOCATION PLAN - THIRD FLOOR Exhibit B Page 2 of 4 GENERAL NOTES GENERAL NOTES GENERAL NOTES GENERAL NOTES BASEMENT FOUNDATION PLAN BASEMENT FOUNDATION PLAN - ALTERNATE 1 BASEMENT FOUNDATION PLAN - ALTERNATE 2 FIRST FLOOR FOUNDATION & FRAMING PLAN FIRST FLOOR FOUNDATION & FRAMING PLAN - ALTERNATE 1 FIRST FLOOR FRAMING PLAN - ALTERNATE 2 SECOND FLOOR FRAMING PLAN THIRD FLOOR FRAMING PLAN ROOF FRAMING PLAN ENLARGED FRAMING PLAN STORAGE BUILDING CONCRETE SHEAR WALL ELEVATION FOUNDATION DETAILS FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS LEDGENDS & SCHEDULES SCHEDULES FLOOR PLAN - FLOOR PLAN - FLOOR PLAN - FLOOR PLAN - FLOOR PLAN - FLOOR PLAN - ABBREVIATIONS OVERALL BASEMENT - HVAC BASEMENT ALTERNATE 1 - HVAC BASEMENT ALTERNATE 2 - HVAC OVERALL FIRST FLOOR - HVAC OVERALL SECOND FLOOR - HVAC OVERALL THIRD FLOOR - HVAC M3.00 M3.10 M3.20 M3.30 M4.10 M4.11 M4.12 M4.13 M5.01 M5.02 M5.03 M6.01 M6.02 PLUMBING P0.01 P0.02 P1.00 P1.01 P1.02 P1.03 P1.04 P1.05 P1.06 P1.07 P3.01 P3.02 P3.03 ELECTRICAL E0.01 E0.02 E0.03 E0.04 E1.01 E1.01A E1.02 E2.00 E2.01 E2.02 E2.10 E2.20 E2.30 E3.00 E3.01 E3.02 E3.10 E3.20 E3.30 E4.00 E4.01 E4.02 E4.10 E4.20 E4.30 E4.40 E4.41 E5.01 FLOOR PLAN - OVERALL BASEMENT - PIPING FLOOR PLAN - OVERALL FIRST FLOOR - PIPING FLOOR PLAN - OVERALL SECOND FLOOR - PIPING FLOOR PLAN - OVERALL THIRD FLOOR - PIPING BUILDING SECTIONS - HVAC BUILDING SECTIONS - HVAC BUILDING SECTIONS - HVAC BUILDING SECTION - HVAC MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS CONTROL DIAGRAMS CONTROL DIAGRAMS LEGENDS & ABBREVIATIONS SCHEDULES - PLUMBING FOUNDATION PLAN - PLUMBING FLOOR PLAN - OVERALL BASEMENT - PLUMBING FLOOR PLAN - BASEMENT - ALTERNATE 1 - PLUMBING FLOOR PLAN - BASEMENT - ALTERNATE 2 - PLUMBING FLOOR PLAN - FIRST FLOOR - PLUMBING FLOOR PLAN - SECOND FLOOR - PLUMBING FLOOR PLAN - THIRD FLOOR - PLUMBING OVERALL ROOF - PLUMBING DETAILS - PLUMBING RISER DIAGRAMS RISER DIAGRAM ELECTRICAL SYMBOLS, EQUIPMENT, MOUNTING DETAIL MECHANICAL AND EQUIPMENT SCHEDULES LIGHTING FIXTURE SCHEDULES LIGHTING CONTROL SCHEDULES ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN - ALTERNATE NO. 10 ELECTRICAL - SITE DETAILS BASEMENT - LIGHTING PLAN BASEMENT ALTERNATE 1 - LIGHTING PLAN BASEMENT ALTERNATE 2 - LIGHTING PLAN FIRST FLOOR - LIGHTING PLAN SECOND FLOOR - LIGHTING PLAN THIRD FLOOR - LIGHTING PLAN BASEMENT POWER AND SYSTEMS PLAN BASEMENT ALTERNATE 1 - POWER AND SYSTEMS PLAN BASEMENT ALTERNATE 2 - POWER AND SYSTEMS PLAN FIRST FLOOR - POWER AND SYSTEMS PLAN SECOND FLOOR - POWER AND SYSTEMS PLAN THIRD FLOOR - POWER AND SYSTEMS PLAN BASEMENT - SECURITY SYSTEMS BASEMENT ALTERNATE 1 - SECURITY SYSTEMS BASEMENT ALTERNATE 2 - SECURITY SYSTEMS FIRST FLOOR - SECURITY SYSTEMS SECOND FLOOR - SECURITY SYSTEMS THIRD FLOOR - SECURITY SYSTEMS ELECTRICAL - EXTERIOR ELEVATIONS ELECTRICAL - EXTERIOR ELEVATIONS ENLARGED FLOOR PLANS & COMMUNICATIONS DETAILS Exhibit B Page 3 of 4 E5.02 COMMUNICATIONS BACKBONE PLANS E5.03 AUDIO / VISUAL SYSTEM DETAILS E6.01 ONE -LINE DIAGRAM E6.02 PANEL SCHEDULES E6.03 PANEL SCHEDULES E6.04 PANEL SCHEDULES E7.01 ELECTRICAL DETAILS E7.02 ELECTRICAL DETAILS E7.03 ELECTRICAL DETAILS E7.04 ELECTRICAL DETAILS FIRE PROTECTION FP2.00 BASEMENT FIRE PROTECTION PLAN FP2.01 BASEMENT FIRE PROTECTION PLAN - ALTERNATE #1 FP2.02 BASEMENT FIRE PROTECTION PLAN - ALTERNATE #2 FP2.10 FIRST FLOOR FIRE PROTECTION PLAN FP2.20 SECOND FLOOR FIRE PROTECTION PLAN FP2.30 THIRD FLOOR FIRE PROTECTION PLAN FP2.40 ATTIC FIRE PROTECTION PLAN Exhibit B Page 4 of 4 194222 / 1 6 A� oRo' CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 5/17/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Commercial Lines - (509) 358-3800 Wells Fargo Insurance Services USA, Inc. - CA Lic#: OD08408 601 W. 1st Ave, Ste 800 Spokane, WA 99201 NAME: Melissa Xiong PHONEFAX (A/C. No. Ext): (509) 358-3800 (A/C, No): (866) 510-9588 E-MAIL i messa.xon wellsfar li ADDRESS: melissa.xiong@wellsfargo.com g INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Valley Forge Insurance Company 20508 INSURED Meridian Construction, Inc. 12310 E Mirabeau Pkwy Ste 100 Spokane Valley, WA 99216 INSURER B : Continental Casualty Company 20443 INSURER : Travelers Property Casualty Co of America 25674 INSURERD: $ 1,000,000 INSURER E $ 100,000 INSURER F : E CERTIFICATE NUMBER: 10468293 REVISION NUMBER: See below THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY X X 6023609445 1 /12/2016 1 /12/2017 EACH OCCURRENCE $ 1,000,000 DAMAGE TO REN PREMISES (Ea occur ence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 15,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE POLICY OTHER: X LIMIT APPLIES jECT PER. LOC PRODUCTS - COMP/OP AGG $ 2,000,000 WA STOP GAP $ 1,000,000 A AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS X 6023609431 01/12/2016 01/12/2017 (Ea COMBINEDaccident) SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X 6023609459 5/16/2016 1/12/2016 01/12/2017 5/16/2016 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 $ 5,000,000 DED X RETENTION$ 10.000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N / A PER OTH- STATUTE ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ C Builders Risk Spokane Valley City Hall QT -660 -3H546629 -TIL -16 Special Form/RC 05/16/2016 08/02/2017 $10,590,315 $5,000 Deductible Earthquake/Flood - $50,000 Ded DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Project: Spokane Valley City Hall City of Spokane Valley, its officers, elected officials, employees, agents and volunteers and Architects West, its officers, employees, agents and volunteers are named as additional insured as it relates to general & auto liability & waiver of subrogation is granted as it relates to general liability in accordance with the terms and conditions of the policies. Umbrella follows form as it relates to additional insureds. The above coverage is primary and noncontributory where required by written contract. CERTIFICATE HOLDER CANCELLATION City of Spokane Valley 11707 E Sprague Ave Ste 106 Spokane Valley WA 99206 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �t /t 9(4n�c� M . /ice The ACORD name and logo are registered marks of ACORD ACORD 25 (2014/01) (This certificate replaces certificated 10455408 Issued on 5/102016) © 1988-2014 ACORD CORPORATION. All rights reserved. 00020004560236094451088 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury — Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury — Exception for Reasonable Force 11. General Aggregate Limits of Insurance — Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability — Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury — Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation — Blanket 26. Wrap -Up Extension: OCIP CCIP, or Consolidated (Wrap -Up) Insurance Programs CNA74705XX (1-15) Page 1 of 17 VALLEY FORGE INSURANCE COMPANY Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved: Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy No: 6023609445 Endorsement No: 3 Effective Date: 01/12/2016 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of. 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. CNA74705XX (1-15) Policy No: 6023609445 Page 2 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451067 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or 'receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions — Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, CNA74705XX (1-15) Policy No: 6023609445 Page 3 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY — EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. CNA74705XX (1-15) Policy No: 6023609445 Page 4 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560238094451088 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and 1. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. 1. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or (2) If the cause of Toss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or CNA74705XX (1-15) Policy No: 6023609445 Page 5 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY — RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability CNA74705XX (1-15) Policy No: 6023609445 Page 6 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451069 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership CNA74705XX (1-15) Policy No: 6023609445 Page 7 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY — EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of. 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. 2. Damages under Coverage B, regardless of the number of locations or construction projects involved; Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. CNA74705XX (1-15) Policy No: 6023609445 Page 8 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA AII Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451070 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if. (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. MedicarelMedicaid Fraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. CNA74705XX (1-15) Policy No: 6023609445 Page 9 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01 /12 /2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement C. DEFINITIONS is amended to: i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Policy No: 6023609445 Page 10 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01 /12 /2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004580236094451071 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage, 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: j. Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; CNA74705XX (1-15) Policy No: 6023609445 Page 11 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products -completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. CNA74705XX (1-15) Policy No: 6023609445 Page 12 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451072 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C — Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: ; or (2) the amount shown in the Declarations for Medical Expense Limit. B. Under COVERAGES, the Insuring Agreement of Coverage C — Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and This Paragraph B. does not apply to medical expenses incurred in the state of Missouri. 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: CNA74705XX (1-15) Policy No: 6023609445 Page 13 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: • Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. CNA74705XX (1-15) Policy No: 6023609445 Page 14 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451073 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from • Provision 1. ADDITIONAL INSURED of this endorsement; or • attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B —Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE — ELEVATORS A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE — ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and CNA74705XX (1-15) Policy No: 6023609445 Page 15 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effector becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amend to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. CNA74705XX (1-15) Policy No: 6023609445 Page 16 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01 /12 /2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451074 CNA CNA PARAMOUNT Contractors' General Liability Extension Endorsement C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Policy No: 6023609445 Page 17 of 17 Endorsement No: 3 VALLEY FORGE INSURANCE COMPANY Effective Date: 01/12/2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 00020004560236094451078 CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: The WHO IS AN INSURED section is amended to add as an Insured any person or organization whom the Named Insured is required by written contract to add as an additional insured on this coverage part, including any such person or organization, if any, specifically set forth on the Schedule attachment to this endorsement. However, such person or organization is an Insured only with respect to such person or organization's liability for: A. unless paragraph B. below applies, 1. bodily injury, property damage, or personal and advertising injury caused in whole or in part by the acts or omissions by or on behalf of the Named Insured and in the performance of such Named Insured's ongoing operations as specified in such written contract; or 2. bodily injury or property damage caused in whole or in part by your work and included in the products - completed operations hazard, and only if a. the written contract requires the Named Insured to provide the additional insured such coverage; and b. this coverage part provides such coverage. B. bodily injury, property damage, or personal and advertising injury arising out of your work described in such written contract, but only if: 1. this coverage part provides coverage for bodily injury or property damage included within the products completed operations hazard; and 2. the written contract specifically requires the Named Insured to provide additional insured coverage under the 11-85 or 10-01 edition of CG2010 or the 10-01 edition of CG2037. II. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. 111. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. IV. Notwithstanding anything to the contrary in the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance, this insurance is excess of all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if this insurance is required by written CNA75079XX (1-15) Policy No: 6023609445 Page 1 of 2 Endorsement No: 5 VALLEY FORGE INSURANCE COMPANY Effective Date: 01 /12 /2016 Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement contract to be primary and non-contributory, this insurance will be primary and non-contributory relative solely to insurance on which the additional insured is a named insured. V. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. except as provided in Paragraph IV. of this endorsement, agree to make available any other insurance the additional insured has for any loss covered under this coverage part; 3. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 4. tender the defense and indemnity of any claim to any other insurer or self insurer whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph (4) does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires the Named Insured to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (1-15) Page 2 of 2 VALLEY FORGE INSURANCE COMPANY Insured Name: MERIDIAN CONSTRUCTION, INC. Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy No: 6023609445 Endorsement No: 5 Effective Date: 01/12/2016 300200031602360943162& CNA SCA 23 500D (Ed. 10/11) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXTENDED COVERAGE ENDORSEMENT - BA PLUS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM LIABILTY COVERAGE 1. Which are no longer in force; or 2. Whose limits have been exhausted. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2.a.(2) and A.2.a.(4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is increased from $2,000 to $5,000, and 2. In a.(4), the limit for the loss of earnings is increased from $250 to $500 a day. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. PHYSICAL DAMAGE COVERAGE Towing Section III. Paragraph A.2., is revised to include Light Trucks up to 10,000 pounds G.V.W. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered "auto," any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. Personal Property The following is added to Section III, Paragraph A.4. c. We will pay up to $500 for loss to Personal Property which is: A. Who Is An Insured The following is added to Section II, Paragraph A.1., B. Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an "insured" under any other liability "policy" providing "auto" coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) "Bodily injury" or "property damage" caused by an "accident" that occurred before you acquired or formed the organization; or (2) Any such organization that is an "insured" under any other liability "policy" providing "auto" coverage. 3. Any person or organization that you are obligated to provide Insurance where required by a written contract or agreement is an insured, but only with respect to legal responsibility for acts or omissions of a person for whom Liability Coverage is afforded under this policy. 4. An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. "Policy," as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: SCA 23 500D (Ed. 10/11) C. B. C. D. E. Copyright, CNA Corporation, 2000. Includes copyrighted material of the Insurance Services Office used with its permission. Page 1 of 3 CNA (1) Owned by an "insured"; and (2) In or on the covered "auto." This coverage applies only in the event of a total theft of your covered "auto." This insurance is excess over any other collectible insurance and no deductible applies. F. Rental Reimbursement The following is added to Section III, Paragraph A.4.: d. We will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto." Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered "auto." No deductibles apply to this coverage. 1. We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending, regardless of the policy's expiration, with the lesser of the following number of days: (a) The number of days reasonably required to repair or replace the covered "auto"; or, (b) 15 days. 2. Our payment is limited to the lesser of the following amounts: (a) Necessary and actual expenses incurred; or, (b) $25 per day subject to a maximum of $375. 3. This coverage does not apply while there are spare or reserve "autos" available to you for your operations. 4. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under the Physical Damage Coverage Extension. G. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered "auto" you lease, hire, rent or borrow without a driver; and b. Any covered "auto" hired or rented by your "employee" without a driver, under a contract SCA 23 500D (Ed. 10/11) H. J. SCA 23 500D (Ed. 10/11) in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one "accident" or "loss" is the actual cash value, cost of repair, cost of replacement or $75,000 whichever is less minus a $500 deductible for each covered auto. No deductible applies to "loss" caused by fire or lightning. d. The physical damage coverage as is provided by this provision will be limited to the types of physical damage coverage(s) provided on your owned "autos." e. Such physical damage coverage for hired "autos" will: (1) Include loss of use, provided it is the consequence of an "accident" for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision G.e.(1) will be subject to a limit of $750 per "accident." Airbag Coverage The following is added to Section III, Paragraph B.3. The accidental discharge of an airbag shall not be considered mechanical breakdown. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered "auto" also applies to "loss" to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. Diminution In Value The following is added to Section III, Paragraph B.6. Subject to the following, the "diminution in value" exclusion does not apply to: a. Any covered "auto" of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered "auto" of the private passenger type hired or rented by your "employee" without a driver for a period of 30 days or less, Copyright, CNA Corporation, 2000. Includes copyrighted material of the Insurance Services Office used with its permission. Page 2 of 3 30020003160236094316289 CNA under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a "diminution in value" Toss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for "loss" to a covered "auto" in any one accident is the lesser of: (1) $5,000; or (2) 20% of the "auto's" actual cash value (ACV) III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers," except: B. a. An "auto" owned by that "executive officer" or a member of that person's household; or b. An "auto" used by that "executive officer" while working in a business of selling, servicing, repairing or parking "autos." Such Liability and/or Physical Damage Coverage C. as is afforded by this provision will be: (1) Equal to the greatest of those coverages afforded any covered "auto"; and (2) Excess over any other collectible insurance. IV. A. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by- laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. SCA 23 500D (Ed. 10/11) V. SCA 23 500D (Ed. 10/11) Such "executive officers" are "insureds" while using a covered "auto" described in this provision. BUSINESS AUTO CONDITIONS Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a. (4) Your "employees" may know of an "accident" or "loss." This will not mean that you have such knowledge, unless such "accident" or "loss" is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b. (6) Your "employees" may know of documents received concerning a claim or "suit." This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2. Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. Policy Period, Coverage Territory Section IV, Paragraphs 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days DEFINITIONS Section V. Paragraph C. is deleted and replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these Copyright, CNA Corporation, 2000. Includes copyrighted material of the Insurance Services Office used with its permission. Page 3 of 3 Spokane , . Va11ey BOND NO: 106482224 CONTRACTOR'S PERFORMANCE BOND to City of Spokane Valley, Washington The City of Spokane Valley, Washington, in Spokane County, has awarded to Meridian Construction, Inc. (Contractor), as Principal, a contract for the construction of the project designated as City of Spokane Valley New City Hall in Spokane Valley, Washington, and said Principal is required under the teens of the Contract to furnish a performance bond in accordance with chapter 39.08 Revised Code of Washington (RCW). The Principal, and Travelers Casualty and Surety Company of America (Surety), a corporation, organized under the laws of Connecticut and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Spokane Valley, as Obligee, in the sum of $ 10,590,314.90 total Contract amount (including Washington State sales tax), subject to the provisions herein. This performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all the terms and conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; shall warranty the work as provided in the Contract and shall indemnify and hold harmless the Obligee from any defects in the workmanship and materials incorporated into the work for the period identified in the Contract; and if such performance obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. Meridian Construction, Inc. PRINCIPAL ONTRACTOR) Princip 1 igna e Oa& I hitsfirt.o Sill f j(p Date Printed Name AitittP/Ait Title Travelers Casualty and Surety Company of America SURETY Surety 4titt, Peggy A. Firth 5-9-2016 Date Printed Name Attorney -in -Fact Title Name, address, and telephone of local office/agent of Surety Company is: Wells Fargo Insurance Services USA. Inc. 999 Third Avenue, Suite 4100, Seattle, WA 98104 (206) 731-1200 Updated 1.14.2013 Spokane �,,IrSValley� BOND NO: 106482224 CONTRACTOR'S PAYMENT BOND (NON -FEDERALLY FUNDED PROJECT) to City of Spokane Valley, Washington The City of Spokane Valley, Washington, in Spokane County, has awarded to Meridian Construction, Inc. (Contractor), as Principal, a contract for the construction of the project designatedas.City of Spokane Valley New City Hall in Spokane Valley, Washington, and said Principal is required under the terms of the Contract to furnish a payment bond in accordance with chapter 39.08 Revised Code of Washington (RCW). The Principal, and Travelers Casualty and Surety Company of America (Surety), a corporation organized under the laws Connecticut and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Spokane Valley, as Obligee, in the sum of $ 10,590,314.90 total Contract amount (including Washington State sales tax), subject to the provisions herein. This payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with chapters 39.08 and 39.12 RCW, including all workers, laborers, mechanics, subcontractors, and materialmen, and all persons who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work; and shall indemnify and hold harmless the Obligee from all loss, cost or damage which Obligee may suffer by reason of the failure of Principal to make such required payments; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, except as provided herein, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. Meridian Construction, Inc. PRINC P All CONTRAC 0 ' ) All Princip Travelers Casualty and Surety Company of America TY 5/9/2016 Surety Sigdu Date Peggy A. Firth Printe Name Printed Name 1 Attorney -in -Fact Title Title Name, address, and telephone of local office/agent of Surety Company is: Wells Fargo Insurance Services USA, Inc. 999 Third Avenue, Suite 4100, Seattle, WA 98104 (206) 731-1200 Updated 1.14.2013 •5 TRAVELERSJ Attorney -In Fact No. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 230676 St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 006706758 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Kathleen M. Mitchell, Debbie Lindstrom, John Drummey Jr., Scott C. Alderman, Timothy S. Buhite, Simone Rae Frederick, and Peggy A. Firth of the City of Seattle , State of Washington , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and day of Aprii 2016 1- Farmington Casualty Company' Fidelity and Guaranty Insurance Company ', Fidelity and Guaranty Insurance Underwriters, Inc St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company State of Connecticut City of Hartford ss. their corporate seals to be hereto affixed, this 7th • St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company By: Robert L. Raney, enior Vice President On this the 7th day of April 2016 , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2016. 58440-8-12 Printed in U.S.A. VQ'J w" C . V `Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and'effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of 'said Companies this qt day of 0 ` X! Kevin E. Hughes, Assistant Sec tary To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above-named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER MERIDIAN CONSTRUCTION INC https://secure.lni.wa.gov/verify/Details/liabilityCertificate. aspx?UB... STATE Of WASHINGTON Department of Labor & Industries Certificate of Workers' Compensation Coverage WA UBI No. L&I Account ID Legal Business Name Doing Business As Workers' Comp Premium Status: Estimated Workers Reported (See Description Below) Account Representative Licensed Contractor? License No. License Expiration May 19, 2016 602 136 744 2237301 MERIDIAN CONSTRUCTION INC MERIDIAN CONSTRUCTION INC Account is current. Quarter 1 of Year 2016 "21 to 30 Workers" TO / CAROLYN CRAWFORD (360)902-4715 - Email: CRAI235@Ini.wa.gov Yes MERIDCI910B1 01/12/2017 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51.12.050 and 51.16.190). 1 of 1 5/19/2016 11:29 AM Architects West I:,�.. Arclhitecture • Landscape Architecture Spokane Valley City Hall Addendum No. 1 Project Name: Spokane Valley City Hall 1 Project Location: Spokane Valley, WA Owner Name: City of Spokane Valley This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 PM local time. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. PROJECT MANUAL — ARCHITECTURAL Section 002000 — Instructions to Bidders 1. Paragraph 1.11, C: Change the date to read: 'June 1, 2016'. 2. Paragraph 1.11, D: Change the date to read: '08/31/2017'. Section 012300 — Alternates 1. Paragraph 3.1, A, 2: Add at the end of the 'Alternate Bid' bullet point description: "Alternate #2 price to include the cost of Alternate #1." Section 013233 — Photographic Documentation 1. Paragraph 1.7, A: Add new subparagraph: 4. Capable of delivering live -streaming video in real-time via an Internet connection. 2. Paragraph 1.7, B: Replace with: "Live Streaming Images: Provide web -accessible, live -streaming, real-time video of the site, from both camera locations, at all times, accessible remotely via an Internet connection and website, for use by the City. Section 017839 — Project Record Documents 1. Paragraph 3.1, C: Change to read: "Upon substantial completion, deliver to the Architect a complete set of field record drawings, for use by the Architect to update the electronic files, and deliver to the owner a complete set of electronic record drawings." Section 042000 — Unit Masonry 1. Paragraph 2.4, C, 1: Change 'Normal' to 'Medium'. 2. Paragraph 2.5, B, 7: Change '11-5/8 inches (295mm) long' to read '15-5/8 inches (397mm) long'. Section 061600 — Sheathing 1. Paragraph 2.3, A, 2: Change Basis of Design to: Dow Thermax (ci) Section 073113 — Asphalt Shingles 1. Paragraph 2.2, A: Replace in its entirety as follows: A. Laminated -Strip Asphalt Shingles: ASTM D 3462/D 3462M, laminated, multi -ply overlay construction, glass - fiber reinforced, mineral -granule surfaced, and self-sealing 1. Butt Edge: Crenelated Cut 2. Strip Size: Manufacturer's Standard 3. Color and Blends: As selected from Manufacturer's Standard Range 1509 — Spokane Valley City Hall 04/06/16 Addendum No. 1 Page 1 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com 2. Paragraph 1.6, B: Delete. 3. Paragraph 2.3, A: Add at the end: 'ASTMD 226 / D 226M' 4. Paragraph 2.3, B: Replace with: "Self -Adhering Sheet Underlayment, Granular Surfaced: ASTM D 1970/D 1970M, minimum of 40 -mil. (1.0mm) thick sheet; glass -fiber -mat -reinforced, SBS modified asphalt; mineral grade surfaced; with release backing; cold applied. 5. Paragraph 2.4, A: Add new subparagraph: 1. Net Free Area (NFA): 18 sq. in. per foot. 6. Paragraph 2.3, C: Delete. 7. Paragraph 3.2, D: Delete. 8. Paragraph 3.4, G: Replace with: "Install valleys per shingle manufacturer's recommendation over self -adhering sheet underlayment per roof plan." Section 081416 — Flush Wood Doors 1. Paragraph 2.3, A, 2: Change to read: 'watch' to 'match'. Section 084113 — Aluminum Framed Entrances and Storefronts 1. Paragraph 2.1, A, 5: Change to read: 'D8 Aluminum'. Section 095113 — Acoustical Panel Ceilings 1. Paragraph 2.3, A, 4: Change to read: 'Minimum NRC 0.75'. 2. Paragraph 2.3, A, 5: Add new Subparagraph: "Minimum CAC 35'. 3. Paragraph 2.4, A, 1: Change to read: 'Minimum NRC 0.75'. 4. Paragraph 2.4, A, 2: Add new Subparagraph: "Minimum CAC 35'. Section 102800 — Toilet, Bath And Laundry Accessories 1. Paragraph 2.2, G: Change to read: CF/CI. 2. Paragraph 2.2, H: Change to read: CF/CI. Section 321313 — Concrete Paving 1. Paragraph 2.8, G, 1: Change compressive strength to 4500 psi. Section 321216 — Asphalt Paving 1. Paragraph 3.4, A, 1,1: Change to read: "Heavy Section — thicknesses as indicated on the drawings". 2. Paragraph 3.4, A, 1,2: Change to read: "Standard Section — thicknesses as indicated on the drawings". 3. Paragraph 3.4, A, 1,3: Delete. Section 323113 — Chain Link Fences And Gates 1. Paragraph 2.8, G, 2: Delete text "(Alternate #6)" 2. Paragraph 2.8, G, 2, a: Delete text "(Alternate #6)" DETAIL MANUAL — ARCHITECTURAL Detail 4.105 1. Change note to read: "09000 "A" Cement Board" to read "061600 "A" Gypsum Sheathing" Detail 3.304 1. Replace detail with new Detail ADD.1 - 3.304. 1509—Spokane Valley City Hall 04/06/16 Addendum No. 1 Page 2 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com Division 7 - Add new Details as attached: 1. Add Detail ADD.1 - 7.801. 2. Add Detail ADD.1 - 7.802. 3. Add Detail ADD.1 - 7.803. 4. Add Detail ADD.1 - 7.804. 5. Add Detail ADD.1 - 7.805. Division 9 1. Add Detail ADD.1 - 9.009 as attached. Detail 9.107 1. Add note: At fire -rated walls, the wainscot is to be installed over gypsum board. At non -fire -rated walls, the plywood is to be installed in lieu of gypsum board. This detail is intended to describe the typical finish transition from plywood wainscot to gypsum board. Division 10 1. Replace Detail 10.100 with new Details ADD.1 - 10.100 and ADD.1 - 10.101 as attached. 2. Add new Sign Schedules ADD.1 - 10.102 thru ADD.1 - 10.108. Finish Legend 1. C-ACT.1: Add note: CAC 35 2. C-ACT.2: Add note: CAC 35 DRAWINGS - ARCHITECTURAL Sheet A1.10 1. Change wall segment between N105 and N103 to be type WS6.D to accommodate recessed electrical panels. 2. Change wall segment between N302 and N301, from column at Door N301 north to the corner, to be Type WS6.E, STC -50. East face of wall shall remain where shown, and wall shall be thickened to the west to accommodate recessed electrical panels. 3. At west sliding grille storage compartment, east wall segment shall be Type WS6.D to accommodate recessed electrical panels. Sheet A2.40 1. At Drawing #4, FENCE PIER SECTION, ADD note: REINFORCE CONCRETE PIER AS FOLLOWS: (4) #6 VERT., WITH #3 TIES @ 24" O.C. Sheet A5.2.03 1. At Drawing #2, Elevator E1 Section, Add note at pit: Verify required pit depth with elevator manufacturer. Sheet A6.10 1. Add note at Chamber Reflected Ceiling Plan: 2" Fiberglass batts on top of ceiling clouds in N101 Council Chamber. 2. Add note at Chamber Reflected Ceiling Plan - Alternate #5: 1" black Theater board on top of all linear wood ceiling clouds in council chamber. 1509 -Spokane Valley City Hall 04/06/16 Addendum No. 1 Page 3 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com Sheet A6.30 1. Add Key Note designation #2 to 48" x 48" ceiling access panel in Open Office N301. 2. At Storage Room S324, change Key Note call -out from #2 to #1. 3. At Janitor Room N303, change Key Note call -out from #2 to #1. ACCEPTANCE OF SUBSTITUTIONS Add the following to accepted list of manufacturers at this time. This is an acceptance of quality only. No attempt has been made to check each item as to special features especially required by this project. It shall be the responsibility of the supplier, manufacturer, and Contractor to check all requirements before submitting for final approval. Final approval of exact features will be determined when submitting shop drawings for approval during construction period. Section Item Specified Manufacturer/Product Approved 081416 Flush Wood Doors Lynden Door 087100 Exit Devices Precision Apex 2000 Series 087100 Continuous Hinge Stanley 142400 Hydraulic Elevator Thyssenkrupp, Endura 35A 074293 Metal Soffit Panel AEP Span Flush Panel with 2 pencil ribs on every panel 074213.23 Metal Composite Wall Panels Phoenix Panels 095426 Linear Wood Ceilings Armstrong Woodworks Linear Planks, 4-1/2" max. width 095426 Linear Wood Ceilings Rulon Linear Open Style ATTACHMENTS: No. Pages Discipline/Consultant 2 Civil 23 Structural 2 Mechanical 22 Electrical 1 Fire Protection END OF ADDENDUM No. 1 1509—Spokane Valley City Hall 04/06/16 Addendum No. 1 Page 4 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com SMOKE PROOF SEAL BETWEEN TOP OF GLU-LAM AND WOOD OR METAL DECK. SEAL VOIDS IN FLUTES OF METAL DECK. NOTE: 15" DEEP DRAFT CERTAIN REQUIRED AT STAIR 52 SHAFT. GLU-LAM BEAMS AT OPENING PERIMETER ARE 25 1/2" DEEP AND AGT A5 DRAFT CURTAIN 1'-0" GLU-LAM BEAM DRAFT GURTAIN @ GENTRAL STAIR 14'-0" 2ND FLOOR 13'-5 1/2" B.O. DECK 12'-1" CEILING CLOUD BASE BID: SUSPENDED ACOUSTIC PANEL CEILING ALT44: SUSPENDED LINEAR WOOD CEILING 11'-7" B.O. GLU-LAM SCALE: 1 1 /2" = 1'-O" Architects West -, SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 3.304 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:26 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt INSTALL PER UL SYSTEM C -AJ -1291 USE HILTI FS -ONE MAX FIRESTOP SEALANT OR EQUAL a / MIN. 2-1/2" METAL PIPE TYPE MAX. DIA. STEEL PIPE (SCH. 10 30" OR HEAVIER) CAST IRON PIPE 30" COPPER PIPE 6" STEEL CONDUIT 6" EMT 4" TYP. PIPE THROUGH CONC. OVER METAL DECK (1 -HR SIM.) Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 AD -01 7.801 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:26 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt N INSTALL PER UL SYSTEM C -AJ -7145. USE HILTI FS -ONE MAX FIRESTOP SEALANT, OR EQUAL STEEL RETAINING ANGLES MIN. 4-1/2" GLASS FIBER INSULATION SHEET METAL DUCT MAX. 60" X 36" TYP. DUCT W/ INSULATION THROUGH CONCRETE OVER METAL DECK (2 -HR) (1 -HR SIM.) TYP. PLASTIC PIPE THROUGH WALL ASSEMBLY (2 -HR) (1 -HR SIM.) SLEEVE OPTIONAL INSTALL PER UL SYSTEM W -L-2128 USE HILTI FS -ONE FIRESTOP SEALANT, OR EQUAL PLASTIC PIPE TYPE MAX. DIA. AD -01 7.802 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PVC PIPE (SCH. 40) (CELLULAR OR SOLID CORE) 2" CPVC PIPE (SDR 13.5) (CLOSED PIPING SYSTEM ONLY) 2" Architects West i,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 AD -01 7.802 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:27 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt INSTALL PER UL SYSTEM W -L-1054 USE HILTI FS -ONE FIRESTOP SEALANT, OR EQUAL METAL PIPE TYPE MAX. DIA. STEEL PIPE (SCH. 40 MAX. DIA. STEEL PIPE (SCH. 10 OR HEAVIER) 30" CAST IRON PIPE 30" COPPER PIPE 6" STEEL CONDUIT 6" EMT 4" TYP. PIPE THROUGH GYPSUM WALL ASSEMBLY (2 -HR) (1 -HR SIM.) INSTALL PER UL SYSTEM W -L-5028 USE HILTI FS -ONE FIRESTOP SEALANT METAL PIPE TYPE MAX. DIA. STEEL PIPE (SCH. 40 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved OR HEAVIER) 4„ COPPER PIPE OR TUBING 2" AB/PVC INSULATION TYP. DUCT W/ INSULATION THROUGH WALL ASSEMBLY (2 -HR) (1 -HR SIM.) Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 AD -01 7.803 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:27 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt INSTALL PER UL SYSTEM W -L-5029 USE HILTI FS -ONE FIRESTOP SEALANT, OR EQUAL METAL PIPE TYPE MAX. DIA. STEEL PIPE (SCH. 10 12" OR HEAVIER) CAST OR DUCTILE IRON PIPE 12" COPPER PIPE OR TUBING 6" GLASS FIBER OR CALCIUM SILICATE INSULATION TYP. PIPE W/ INSULATION THROUGH GYPSUM WALL ASSEMBLY (2 -HR) (1 -HR SIM.) Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 AD -01 7.804 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:27 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt STEEL RETAINING ANGLES INSTALL PER UL SYSTEM W -L-7156 USE HILTI FS -ONE FIRESTOP SEALANT METAL DUCT MAX. 100" X 100" GLASS FIBER INSULATION TYP. DUCT W/ INSULATION THROUGH WALL ASSEMBLY (2 -HR) (1 -HR SIM.) STEEL RETAINING ANGLES v INSTALL PER UL SYSTEM W -L-7155 USE HILTI FS -ONE, CP 606, OR CFS -S SIL GG FIRESTOP SEALANT, OR EQUAL METAL DUCT MAX. 100" X 100" TYP. DUCT THROUGH WALL ASSEMBLY (2 -HR) (1 -HR SIM.) Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 AD -01 7.805 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:28 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt ROOF HATCH 1111111111111 4S' x 4S' SQUARE SINGLE CEILING PANEL, REMOVEABLE FOR HATCH AGGE55 10,-0°' SUSPENDED ACOUSTICAL PANEL CEILING PORTABLE LADDER (NIG) ROOF AGGESS DETAIL FIN. FLOOR SCALE: 1 /2" = 1'-0" Architects West -, SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/04/16 Job #: 1509 9.009 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:28 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt ALL SIGNS ARE 8"x8" UNLESS NOTED OTHERWISE S106 OFFICE Mrs. Smith TYPE 1 MENS/ O TYPE 3 BAGKGROUND:FORMIGA COGNAC MAPLE 1138-58 FONT: DARK BRONZE INSERT: CLEAR FINISHED ALUMINUM, OR ALUMINUM P -LAM WITH BLACK TEXT BRAILLE INSERT 1/2" RADIUS, TYPICAL BLUE BACKGROUND, WHITE FONT AND GHARAGTERS BRAILLE BAGKGROUND:FORMIGA COGNAC MAPLE 1138-58 FONT: DARK BRONZE INSERT: CLEAR FINISHED ALUMINUM, OR ALUMINUM P -LAM WITH BLACK TEXT MAXIMUM OCCUPANCY 415 TYPE 6 N113 CONFERENCE ROOM TYPE 2 WOMEN BRAILLE 10" @ FAMILY SIGN BLUE BACKGROUND, WHITE FONT AND GHARAGTERS 0 0 0 r FAMILY RESTROOM 1-41 J BRAILLE TYPE 4 TYPE 5 FIRE DOOR I I KEEP CLOSED TYPE T RED BACKGROUND, WHITE FONT BARS INTERIOR SIGNAGE DETAILS SCALE: NOT TO SCALE O O FIRE DOOR 11.1 DO NOT BLOCK TYPE 8 Architects West i,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/05/16 Job #: 1509 AD -01 10.100 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:29 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt In Case 0f Fire Elevators Are Out Of Service L Use Exit J TYPE FIRE RISER ROOM TYPE 11 EXIT WHITE BAGKSROUND RED FLAME BLACK FONT AND 5RAPHIGS 8"x6" RED BAGKSROUND WHITE FONT 4"x10" TYPE 13 ELEVATOR MACHINE ROOM AUTHORIZED PERSONNEL ONLY NO STORAGE BAGKSROUND:FORMIGA GO5NAG MAPLE 1138-58 FONT: DARK BRONZE INSERT: CLEAR FINISHED ALUMINUM, OR ALUMINUM P -LAM WITH BLACK TEXT BRAILLE TYPE 10 STAIR 1 BASEMENT TO 3 3 NO ROOF ACCESS EXIT ON LEVEL 1 TYPE 12 INTERIOR SIGNAGE DETAILS SCALE: NOT TO SCALE RED BAGKSROUND WHITE FONT AND BARS 12"x18" BAGKSROUND:FORMIGA GO5NAG MAPLE 1138-58 FONT: DARK BRONZE INSERT:GLEAR FINISHED ALUMINUM, OR ALUMINUM P -LAM WITH BLACK TEXT 13"x15" BRAILLE Architects West i,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/05/16 Job #: 1509 AD -01 10.101 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/5/2016 3:49:29 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt B101 LOBBY B102 ELEV MACH 10 ELEVATOR MACHINE ROOM Outside AUTHORIZED PERSONNELL ONLY N NO STORAGE B103 MECHANICAL 2 Outside B103 MECHANICAL Y B104 STORAGE 2 Outside B104 STORAGE Y B106 ELECTRICAL 2 Outside B106 ELECTRICAL Y B107 STORAGE 2 Outside B107 STORAGE Y B110 STORAGE 2 Outside B110 STORAGE Y B111 FIRE RISER 11 Outside FIRE RISER ROOM N E1-1 ELEV E1-2 ELEV 9 9 Outside As shown N Outside As shown N E1-3 ELEV 9 Outside As shown N E1 -B ELEV 9 Outside As shown N MAXIMUM N101 COUNCIL CHAMBER 6 Inside OCCUPANCY 296 N N101 COUNCIL CHAMBER 2 101A Outside N101 COUNCIL CHAMBER Y N102 STOR. N103 HALL N104 CONF. 2 Outside N104 CONFERENCE ROOM Y N105 TV STUDIO 2 Outside N105 MEDIA Y N106 HALL N107 FAMILY 5 Oustide FAMILY RESTROOM Y N108 JAN. 2 Oustide N108 JANITOR Y N109 HALL N110 FUTURE 1 N110A, N110B Outside N110 OFFICE Y N111 MEN 3 Oustide MEN Y N112 WOMEN 4 Oustide WOMEN Y N113 CONF. 2 Oustide N113 CONFERENCE Y N114 OPEN OFFICE 2 N114 Outside N114 HUMAN RESOURCES Y SIGNAGE SGHEDULE SPOKANE VALLEY CITY HALL Phase: Construction Documents Inside or Room IssueDate: 18 MARCH 2016 Sign With Room Name 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 At Door # outside of Sign Text Number Type room Braille B101 LOBBY B102 ELEV MACH 10 ELEVATOR MACHINE ROOM Outside AUTHORIZED PERSONNELL ONLY N NO STORAGE B103 MECHANICAL 2 Outside B103 MECHANICAL Y B104 STORAGE 2 Outside B104 STORAGE Y B106 ELECTRICAL 2 Outside B106 ELECTRICAL Y B107 STORAGE 2 Outside B107 STORAGE Y B110 STORAGE 2 Outside B110 STORAGE Y B111 FIRE RISER 11 Outside FIRE RISER ROOM N E1-1 ELEV E1-2 ELEV 9 9 Outside As shown N Outside As shown N E1-3 ELEV 9 Outside As shown N E1 -B ELEV 9 Outside As shown N MAXIMUM N101 COUNCIL CHAMBER 6 Inside OCCUPANCY 296 N N101 COUNCIL CHAMBER 2 101A Outside N101 COUNCIL CHAMBER Y N102 STOR. N103 HALL N104 CONF. 2 Outside N104 CONFERENCE ROOM Y N105 TV STUDIO 2 Outside N105 MEDIA Y N106 HALL N107 FAMILY 5 Oustide FAMILY RESTROOM Y N108 JAN. 2 Oustide N108 JANITOR Y N109 HALL N110 FUTURE 1 N110A, N110B Outside N110 OFFICE Y N111 MEN 3 Oustide MEN Y N112 WOMEN 4 Oustide WOMEN Y N113 CONF. 2 Oustide N113 CONFERENCE Y N114 OPEN OFFICE 2 N114 Outside N114 HUMAN RESOURCES Y SIGNAGE SGHEDULE PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt SPOKANE VALLEY CITY HALL Phase: Construction Documents IssueDate: 18 MARCH 2016 AD -01 Revision: 04/06/16 Architects West 6,= 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Job #: 1509 10.102 ARt HITFr :TR WFRT !Mr 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All rights reserved PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt N115 FILES 2 N115 Outside N115 FILES Y N116 OFFICE 1 N116 Outside OFFICE (INSERT TEXT T.B.D. 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BY OWNER) Y SIGNAGE SGHEDULE Architects West ire SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 1 0.10 3 ARCHITFCTS WFST INC 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt N309 OFFICE 1 N309 Outside OFFICE (INSERT TEXT T.B.D. 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BY OWNER) Y SIGNAGE SGHEDULE Architects West I- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 Inside or ARCHITFCTS WFST INC 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved Room Sign With Room Name At Door # outside of Sign Text Number Type room Braille 53-02 STAIR 2 S3-02 Outside STAIR 3 2 (LARGE FONT) N S3-03 STAIR 12 S3-03 Inside BASE BID TEXT: STAIR 3 1 TO 3 3 (LARGE FONT) NO ROOF ACCESS EXIT ON LEVEL 1 ALTERNATE #2 TEXT: STAIR 3 BASEMENT TO 3 3 (LARGE FONT) NO ROOF ACCESS EXIT ON LEVEL 1 Y 53-03 STAIR 7 53-03 Outside FIRE DOOR KEEP CLOSED N S3-03 STAIR 2 S3-03 Outside STAIR 3 3 (LARGE FONT) N 54-01 STAIR 54-02 STAIR 5101 VEST 5102 LOBBY 5103 VEST 5104 OPEN OFFICE 13 S104B Inside EXIT Y 5105 CONF. 2 Oustide S105 CONFERENCE Y 5106 5106 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5107 5107 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5108 5108 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S109 5109 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5110 5110 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y SIGNAGE SGHEDULE Architects West I- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 10.106 ARCHITFCTS WFST INC 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt S111 OFFICE 1 5111 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S112 OFFICE 1 S112 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5113 CONF. 2 Oustide S113 CONFERENCE Y S115 CENTRAL RECEPTION 5116 CONF. 2 Oustide 5116 CONFERENCE Y 5201 LOBBY 5203 OPEN OFFICE 5204 5204 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5205 5205 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S206 5206 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5207 CONF. 2 Oustide 5207 CONFERENCE Y 5208 HALL 5209 5209 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5210 5210 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5211 STORAGE 2 Outside 5211 STORAGE Y 5212 HALL 5213 OPEN OFFICE 5214 WORK/ STORAGE 2 Outside S214 STORAGE Y 5215 SERVER 2 Outside S215 SERVER Y S301 LOBBY S302 OPEN OFFICE SIGNAGE SGHEDULE Architects West i— SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 10.107 Inside or Room Sign With Room Name At Door # outside of Sign Text Number Type room Braille S111 OFFICE 1 5111 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S112 OFFICE 1 S112 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5113 CONF. 2 Oustide S113 CONFERENCE Y S115 CENTRAL RECEPTION 5116 CONF. 2 Oustide 5116 CONFERENCE Y 5201 LOBBY 5203 OPEN OFFICE 5204 5204 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5205 5205 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S206 5206 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5207 CONF. 2 Oustide 5207 CONFERENCE Y 5208 HALL 5209 5209 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5210 5210 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5211 STORAGE 2 Outside 5211 STORAGE Y 5212 HALL 5213 OPEN OFFICE 5214 WORK/ STORAGE 2 Outside S214 STORAGE Y 5215 SERVER 2 Outside S215 SERVER Y S301 LOBBY S302 OPEN OFFICE SIGNAGE SGHEDULE Architects West i— SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 10.107 ARCHITFCTS WFST INC 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt S303 OFFICE 1 5303 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5305 COUNCIL 2 Outside 5305 COUNCIL Y 5306 OPEN OFFICE S307 5307 FUTURE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5308 S308 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5309 5309 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5310 CONF. 2 Oustide S310 CONFERENCE Y 5311 FILES 2 Oustide S311 FILES Y S312 HALL 5313 HALL 5314 STORAGE 2 Outside S314 STORAGE Y S315 5315 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5316 OPEN OFFICE 5317 S317 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S318 CONF. 2 Oustide S318 CONFERENCE Y 5319 MEETING S320 WORK 5321 5321 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5322 5322 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S323 S323 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5324 STOR. 2 Outside S324 STORAGE Y S325 STOR 2 Outside 5325 STORAGE Y SIGNAGE SGHEDULE Architects West 6 SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 Inside or ARt .H ITFt .TR WFRT I N t : 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved Room Sign With Room Name At Door # outside of Sign Text Number Type room Braille S303 OFFICE 1 5303 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5305 COUNCIL 2 Outside 5305 COUNCIL Y 5306 OPEN OFFICE S307 5307 FUTURE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5308 S308 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5309 5309 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5310 CONF. 2 Oustide S310 CONFERENCE Y 5311 FILES 2 Oustide S311 FILES Y S312 HALL 5313 HALL 5314 STORAGE 2 Outside S314 STORAGE Y S315 5315 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5316 OPEN OFFICE 5317 S317 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S318 CONF. 2 Oustide S318 CONFERENCE Y 5319 MEETING S320 WORK 5321 5321 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5322 5322 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y S323 S323 OFFICE 1 Outside OFFICE (INSERT TEXT T.B.D. BY OWNER) Y 5324 STOR. 2 Outside S324 STORAGE Y S325 STOR 2 Outside 5325 STORAGE Y SIGNAGE SGHEDULE Architects West 6 SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/06/16 Job #: 1509 AD -01 10.108 ARt .H ITFt .TR WFRT I N t : 210 East Lakeside Avenue Coeur d'Alene ID 83814 208 667 9402 Coovriaht 2016 All riahts reserved PLOTTED: 4/5/2016 3:02:20 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WA CIVIL ADDENDUM NO. 1 April 6, 2016 .DCI i10111EER5 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. DRAWINGS - CIVIL Sheet C2.00 1. Revised: Grading elevations at station 7+50.00 to F.S.=1989.29 and T.C.=1989.79 on both the plan and the profile. 2. Revised: Reference note 10 to read, "PROVIDE NEW CATCH BASIN WITH BYPASS METAL GRATE PER CITY OF SPOKANE VALLEY STANDARD PLANS S-112 AND S-121. CONTRACTOR SHALL INSTALL DOWN TURNED ELBOW IN CATCH BASIN PER CITY OF SPOKANE VALLEY STANDARD PLAN S-140. SEE DETAIL 7/C5.00 AND 8/C5.02." 3. Revised: Slope between 9+50.00 and 9+60.18 to read +0.50%. 4. Revised: Revised radius call out of southeast corner of Sprague Ave. and Dartmouth Rd. to read "RADIUS AT FACE OF CURB=25'." Sheet 5.02 1. Added: City of Spokane Standard Plan S-121 Bypass Metal Grate as Detail 8. END OF CIVIL ADDENDUM No. 1 Spokane Valley City Hall April 6, 2016 Addendum No. 2 - Page 1 1 1/A 2'-0" 2 1/2" 2 3/4• 2 3/4• 2 3/4' 2 3/4" 2 3/4' 2 3/4" 2 3/4' r r 7 r 7 r 1 5/a"i B 1/a'1 I/O" 4- 2 3/C ALTERNATE (SEE MOTE 1) 3 3 1/2"15 7/8• R/16"R SECTION B -B A 1 LJIiLLO iftTrnII w1~�11 _ii - �} FW ■ E -- II E1 PLAN VIEW APPRO011ATE NEONT-IDI LBS. A 3/a• GENERAL NOTES 1. TME NAME OF 'DE MANUFACTURER AND DIRECTION OF ROW SMALL BE EMBOSSED ON TME TOP SURFACE OF E4CM MATE. LETTERING TO BC RECESSED 1/18'. 2 FRAME SHALL BE GRAY RON. AND GRATE SNAIL BE DUCTILE IRON, BOTH SMALL CONFORM 10 AASHTO 0-306. 3 1146FM4MI4 44611 1.1A1F +1/1C TIYFRAN(i, FYFipr AC 1,,II,G11 4. EDGES SMALL MAW I/O' RAMS, 1/6' CHAI.EER OR COMPLETE 02OURRnG. 5 MELDING 5 NOT PERM TED. 6 AS AN ALTERNATE, B PADS 1 I/O" N 3/4" N 1/6', INTEGRALLY CAST 0110 THE GRATE MAY BE USED. SECTION A -A APPROVED BY: o DA1L fl'D [W jValle METAL GRATE TYPE 1 (BYPASS) STANDARD PLAN NO. S-121 I Architects West METAL GRATE TYPE 1 (BYPASS) SCALE : NTS SPOKANE VALLEY CITY HALL Phase: Construction Documents IssueDate: 18 MARCH 2016 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Job #: 1vis: 15006116 _ o509 A CHIT OTS WEST.1NC 210 East Lakeside Aoorl-o, Coeur JA:o.2ID83814208.667.9402 Ccoyrlai!.2016All i-Ii.reserved AD -01 C-502 PLOTTED: 3(22(2016 10:04:04 AM FILE PATH: C\Local_Files11509 Spokane Valley CH - central_1967gto.rvt DCI en�i neeras o Seattle • Portland Spokane °' San Diego • Austin • Irvine • San Francisco Anchorage • Los Angeles April 5, 2016 City of Spokane Valley City Hall Spokane Valley, WA Structural Addendum No. 1 The additions, clarifications and corrections contained herein shall be made to the Project Manual and Drawings for the above referenced project and shall be included in the scope of work and proposals being submitted. (Note: Reference made below to the Project Manual and Drawings shall be used as a general guide only. Bidder shall determine the full extent of the work affected by the Addendum items.) DETAIL MANUAL — STRUCTURAL Detail S5.004 1. Revise prefabricated panels and precast as shown. Detail S5.015 1. Revise prefabricated panels as shown. Detail S5.033 1. Revise prefabricated panels as shown. Detail S5.035 1. Revise finishes to read AESS instead of AE55 Detail S5.053 1. Revise prefabricated blocking panels as shown. Detail S5.069 1. Add slope on kickers as shown. Detail 55.081 1. Added detail. Detail S5.082 1. Added detail. 707 W 2nd Avenue Spokane, WA 99201 Phone (509) 455-4448 Service I n novation Val u e Detail S5.083 1. Added detail. Detail S5.084 1. Added detail. DRAWINGS — STRUCTURAL Sheet 51.20 1. Delete mix design for "Exterior Slabs on Grades and Sidewalks." Sheet 52.11 1. Add footing at SE stair tower per S2.11-1 2. Delete "This Area Should be Slab on Grade" notes as shown on S2.11-2 Sheet S2.12 1. Delete "This Area Should be Slab on Grade" notes as shown on S2.12-1 Sheet S2.20 1. Add detail callouts at stair towers per S2.20-1 and 3. 2. Revise vestibule framing per S2.20-2. Sheet S2.30 1. Revise stair tower framing as shown on S2.30-1 and S2.30-2 Sheet S2.40 1. Revise plan notes as shown in addendum detail. Sheet S3.1 1. Extend wall on detail 10 down to the basement, as shown, for bid alternate 2. 2. Extend wall on detail 11 down to the basement, as shown, for bid alternate 2. 2'-0"W x1'-0"DP CONT FTG W/ (3) #4B T/FTG=-1'-6" HSS6x6x1/4 W/ BP 1/2x9 1/2x0'-9 CL 1/2" STL STAIRS TO BE BIDDER DESIGNED FIRST FLOOR FOUNDATION & FRAMING PLAN - ALTERNATE 1 SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.11-1 PLOTTED 4/5/2016 8:37:29 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt HSS5x5x1/4 m z ry ll W1 Ox33 t W/ BP 1/2x8 1/2x0'-1 1" N po (r) -°t•-.)t ' W/ BP 3/4x10x1'-1 n6� m HSS6x6x5/1 6 W/ BP 5/8x9 1/2x0'-9 1/2 m N .? p N 1 N �o �WAOX () m 11 O O CO NT W1 Ox33 W/ BP 3/ -r _J W1 Ox33 W/ BP 3/4x1 1'-1" W1 Ox3 W/ BP 1x11x1'-3" FIRST FLOOR FOUNDATION & FRAMING PLAN - ALTERNATE 1 L F4.01 SCALE: 3/32" = 1'-0" Architects West 1, - SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East L Ay nue Coeur e Aiene, ID 83814 208 667 9402 CoyyrIHht, 2016 All rIHkts resereee AD -01 S2.11-2 PLOTTED 4/5/2016 8:49:28 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt F4 0; L COL PER EL W/ BP1x11x0'-11" COL PER EL W/ BP1x11x0'-11" HSS5x5x1/4 BP 1/2x8 1/2x1' 1 0 "O HSS6x6x5/16 W/ BP 5/8x9 1/2x0'-9 1/2" FIRST FLOOR FRAMING PLAN - ALTERNATE 2 SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.12-1 PLOTTED 4/5/2016 8:42:30 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt SECOND FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveaoe Coeur e Aieae, ID 83814 208 667 9402 CoyynHht, 2016 All rIHkts reserved AD -01 S2.20-1 PLOTTED 4/5/2016 8:26:02 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt CSECOND FLOOR FRAMING PLAN SCALE: 3/32' = 1'-0" SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveaoe Coeur e Aieae, ID 83814 208 667 9402 CoyynHht, 2016 All rIHkts reserved AD -01 S2.20-2 PLOTTED 4/5/2016 8:25:21 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt W1 x33BI) ALT 2 CSECOND FLOOR FRAMING PLAN SCALE: 3/32' = 1'-0" SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveaoe Coeur e Aieae, ID 83814 208 667 9402 CoyynHht, 2016 All rIHkts reserved AD -01 S2.20-2 PLOTTED 4/5/2016 8:25:21 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt L4x4x1/4 LEDGER LO x W10x33 W/ BP 3/4x10x1'-1" W10x12 L4x4x1/4 LEDGER 12x14 (8) STL STAIRS TO BE BIDDER DESIGNED SECOND FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.20-3 PLOTTED 4/5/2016 8:23:12 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt (4) #7 @ 3"0C CTRD I SLAB P PER 1/S4.002 STL STAIRS TO BE BIDDER DESIGNED THIRD FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" Architects cst SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 lg1 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.30-1 PLOTTED 4/5/2016 7:53:01 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt W1 (3) EQ 1 12( SPA W10x12 S woo w- Ji W12x14 (8) HSS 18x6x5/16 0 THIRD FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.30-2 PLOTTED 4/5/2016 7:57:00 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt ROOF FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 47-X" 4. f INDICATES TOP OF STEEL (T/STL) ELEVATION (T/STL = B/DECK) UNO; STEEL JOISTS SHALL BE EQUALLY SPACED, TYPICAL UNO. 5. METAL DECK PER PLAN AND STRUCTURAL GENERAL NOTES. DECK ATTACHMENT REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 7. ROOF TRUSSES TO BE DESIGNED FOR A NET UPLIFT LOAD PER THE GENERAL NOTES. 8. ROOF JOISTS AND GIRDER TRUSSES ARE TO BE REVIEWED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS/JOIST SUPPLIER WITH A DRAWING SHOWING THE LOCATION AND SUPPORT CONDITIONS FOR ALL MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LOADS. ROOF TRUSS/JOIST SUPPLIER IS RESPONSIBLE FOR ADDITIONAL FRAMING REQUIRED TO SUPPORT MECHANICAL EQUIPMENT, DUCTS, ELECTRICAL EQUIPMENT, PLUMBING AND FIRE PROTECTION. 9. ALL ROOF FRAMING SHALL BE PREFABRICATED TRUSSES UNO, ROOF TRUSSES SHALL BE DESIGNED AND SUPPLIED BY THE SUPPLIER FOR THE FOLLOWING CRITERIA: • TRUSS LAYOUT SHOWN ISA SUGGESTED LAYOUT. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION. CHANGES MUST BE SUBMITTED TO THE ENGINEER -OF -RECORD [THRU THE ARCHITECT] WITH BEARING POINTS AND REACTIONS TO STRUCTURE. • DEAD AND LIVE LOADS AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES. • SHADED REGION INDICATES APPROXIMATE AREA OF OVER -FRAMING. • ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS, PIPING. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. • TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY THE TRUSS SUPPLIER. • PROVIDE SIMPSON S/H2.5 HURRICANE TIES AT ALL ROOF TRUSSES, TYPICAL. • [2000#] INDICATES HORIZONTAL SHEAR LOAD IN ROOF TRUSS LOCATED ABOVE SHEAR WALLS. TRUSS MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPECIFIED ON PLAN IN ADDITION TO THE DESIGN DEAD LOADS AND LIVE LOADS. 10. CONCRETE SHEAR WALLS SIZES PER ELEVATIONS. 11. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 12. TYPICAL DETAILS PER: 5/S5.1 STEEL CONNECTION DETAILS 11/S5.2 TYPICAL EXTERIOR NON-BEARING WALL ELEVATION Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S2.40-1 PLOTTED 4/5/2016 7:40:33 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt 1 '-2 1/8" 21 '-8 7/8" T.O. MAS J (4) #6 va c O c ODcp w d O � W LO LC) 42'-0' THIRD FLOOR 28'-0' (4) #6 SECOND FLOOR _ 14'-0' (4) #7 FIRST FLOOR DOWE _S TO MATCH VERT SIZE & SP CING 4 4 < -1-1 STAIR CONCRETE WALL LOOKING SOUTH SCALE: 1/8" = 1'-0" 0' Architects West 1, - SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East L Ay nue Coeur e Aiene, ID 83814 208 667 9402 CoyyrIHht, 2016 All rIHkts resereee AD -01 S3.1-10 PLOTTED 4/5/2016 6:49:45 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt 11 '-5 7/8" 2'-1 1/2" LU U 0 @)® CC LU LO jr4rird rwuneirwwww w CO u_ Lu U 0 cc Lu T.O. MAS. 42'-0' THIRD FLOOR 28'-0' SECOND FLOOR 14'-0' FIRST FLOOR a a I STAIR CONCRETE WALL LOOKING EAST 0 SCALE: 1/8" = 1'-0" Architects West 1, - SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East L Ay nue Coeur e Aiene, ID 83814 208 667 9402 CoyyrIHht, 2016 All rIHkts resereee AD -01 S3.1-11 PLOTTED 4/5/2016 6:55:13 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt DIAPHRAGM ATTACHMENT PER PLAN PER ARCH HTHG P ' PLAN 0.148"x31/4" NAILS @ 8"OC TRUSS CLIP PER PLAN TRUSS HOLD- DOWN CLIP PER PLAN 3/16 PREFAB BLKG PANEL BY TRUSS SUPPLIER DESIGN FOR 150 PLF SHEAR LOAD CONT 4x ATTACH W/ (2) #10 SCREWS AT EA TRUSS —STRAP ANCHOR PER PRECAST SUPPLIER. ATTACH TO NAILER PRIOR TO INSTALLING BLKG PANELS (1) 3/4"0 A307 BOLT L4x4x 1 /4x0'-4" ATTACH W/ 5/8" 0 LAG SCREWS (1) 3/4"0 A307 BOLT 1 PREFAB TRUSS PER PLAN PRECAST PER ARCH 3x NAILER ATTACH W/ 5/8"0 REDUCED BASE WELDED THRD STUDS @ 18"OC L2 1/2x2 1/2 @ 5'-0"OC P L 1 /4x4x0'-4" INFILL STUDS PER A•CH EMBED PER PRECAST SUPPLIER STUD ER • AN 1" DEFLECTION TRACK SHTHG PER ARCH AIR SPACE PER ARCH VENEER PER ARCH INSULATION PER ARCH PREFABRICATED TRUSS AT EXTERIOR WALL I SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveaoe Coeurs Aiene, ID 83814 208 667 9402 Copyright, 2016 All rights reserved AD -01 S5.004 PLOTTED. 4/5/20166:23:44 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt DIAPHRAGM ATTACHMENT PER PLAN SHTHG PER PLAN PER ARCH PREFAB BLKG PANEL BY TRUSS SUPPLIER DESIGN FOR 150 PLF SHEAR LOAD 3x NAILER W/ 3/4"0 A193 B7 RODS @ 24"0C EMBED 6 3/4" IN ADHESIVE CONC WALL & REINF PER PLAN 0.148"0x3 1/4" NAILS @ 6"0C PREFABRICATED TRUSS AT CONCRETE WALL SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.015 PLOTTED 4/5/2016 6:25:40 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN PREFAB BLKG PANEL PER TRUSS SUPPLIER DESIGN FOR 150 PLF SHEAR LOAD TRUSS HOLD- DOWN CLIP PER PLAN PREFAB TRUSS PER PLAN 3x NAILER ATTACH W/ 3/4"0 A193 B7 THRD RODS @ 24"0C CONC WALL & REINF PER PLAN TRUSS CLIP PER PLAN C) TRUSS PERPENDICULAR TO CONCRETE WALL SCALE: 1•• = 1._0. SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 02/01/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.033 PLOTTED 4/5/2016 6:26:45 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt TYP BEAM PER PLAN 3/16 1 1/2" CLR TYP SECTION PL3/8" WELDED , GRIND ALL WELDS SMOOTH (AESS) COL PER PLAN 3/16 BRG PL1/2 1/4 2" CLR TYPCL (2) 3/4"0 A307 BOLTS C'SINKW/ MATCHING PLUGS, TYP SECTION PL3/8" WELDED , GRIND ALL WELDS SMOOTH (AESS) 0 HANGER AT GLULAMS SCALE: 1" = 1'-0" KNIFE PL3/8, TYP BEAM PER PLAN, TYP Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.035 PLOTTED 4/5/2016 6:28:04 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt 0.148"x3 1/4" NAILS @ 12"0C TRUSS HOLD- DOWN CLIP PER PLAN 3x NAILER ATTACH W/ 5/8"0 REDUCED BASE WELDED THRD STUDS @ 18"0C BEAM PER PLAN STIFF PL 3/8 @ 48"0C 3/16 PL 3/8 BTWN STIFF PLATES L4x4x1/4 W/ 1/2"0 REDUCED BASE WELDED THRD STUDS @ 18"0C 2-18 PER ARCH DIAPHRAGM EDGE NAILING PER PLAN T P ' P A PREFAB BLKG PANEL BY TRUSS SUPPLIER DESIGN FOR 240 PLF SHEAR LOAD PREFAB TRUSS ER N T/STL PER PLAN 3/16 DIAPHRAGM EDGE NAILING PER PLAN SHTHG PER PLAN (3) SIDES X Qz STEEL BEAM AT LOW ROOF SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 DECKING PER PLAN Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.053 PLOTTED. 4/5/20166:29:17 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt TRUSS DESIGNER TO DESIGN TRUSS FOR 2500# SHEAR LOAD AT VENEER SUPPORT PER ARCH (2) 3/4"0 A307 CTRD ON TRUSS PROVIDE 1 1/2" MIN 2x6 BOT CHORD N 1 1/2" 1/4 1_2/12 NOTE: ADDITIONAL INFORMATION PER 1/S5.044 STIFF PL3/8 EASIDE —. a L6x4x3/8 (LLH) 2/12 BEAM PER PLAN kid! ---7-- 5i I i It! 1 • 3/16 / L2 1/2x2 1/2x3/8 TRUSS DESIGNER TO DESIGN FOR 1300# UPLIFT LOAD 3/16 3/16 HGR PER PLAN 3/16 Pi - 3/16 / 3/16 TYPICAL SECTION AT VENEER SUPPORTS 2 (3) SIDES, TYP SCALE: 1" = 1'-0" Architects West 1, - SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East L Ay nue Coeur e Aiene, ID 83814 208 667 9402 CoyyrIHht, 2016 All rIHkts resereee AD -01 S5.069 PLOTTED 4/5/2016 6:30:59 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt 1 1/2" 1 1/2" SIDE PL1/4x1'-6, TYP BRG PL3/8 c\_ BEAM PER PLAN 3) 3/4"0x8 LAG SCREW @ 3"OC PROVIDE 2"0 HOLE PL3/8 IN PLATE AT EA LAG SCREW (3) 1"0 A307 BOLTS EA SIDE FIRST BOLT 3" FROM TOP OF BEAM THEN AT 3"OC C'SINK W/ MATCHING PLUGS SKEWED CANOPY BEAM CONNECTION SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.081 PLOTTED 4/5/2016 8:19:32 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt (2) 3/4"0 A307 BOLTS 3" @ 3"0C C'SINK W/ CLR MATCHING PLUGS BEAM PER PLAN PL3/8 W/ (4) 3/4"0 A307 BOLTS FIRST BOLT 3" FROM TOP OF BEAM THEN @3"0C C'SINK W/ MATCHING PLUGS n n KNIFE PL3/8 W/ BRG PL1/2 1 1/2" BRG PL1/2 BEAM PER PLAN CL NOTCH AS REQD STIFF PL3/8x4x0'-4" COL PER PLAN TYP >1/4 / 1-12 3 1/2" CLR CL CONNECTIONS AT A/4 GRID COLUMN SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveaoe Coeur e Aieae, ID 83814 208 667 9402 CoyynHht, 2016 All rIHkts reserved AD -01 S5.082 PLOTTED 4/5/2016 6:33:36 PM FIL E PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt BEAM PER PLAN NOTCH AS REQD TYP X 3/16 V 1-12 CONC WALL & REINF PER PLAN EMBED PL1/2 x8x2'-0" W/ (6) #4 DBA @ 8"0C L3x3x1/4 x 0'-8" T&B STEEL BEAM AT END OF CONCRETE WALL SCALE: 1" = 1'-0" Architects West 1.,,. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.083 PLOTTED 4/5/2016 6:34:04 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt SIMPSON SCB CLIP AT EA STUD TRACK CONN PER S4.017 0 4 4 BEAM PER PLAN STUDS PER PLAN NOTE: AADITIONAL INFORMATION PER S5.016 cc J U VENEER PER ARCH AIRSPACE PER ARCH SHTHG PER ARCH INSULATION PER ARCH BEAM CONNECTION AT ETERIOR STEEL STUDS SCALE: 1" = 1'-0" Architects West jr- SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents Issue Date: 18 MARCH 2016 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -01 S5.084 PLOTTED 4/5/2016 6:34:35 PM FILE PATH C:1_Iocalrevit\Strud-15041-0106-R2016_SPO-87_opovolny.rvt IIMSI ENGINEERS MEULINK STAUFFENBERG,INC. Spokane Valley City Hall ADDENDUM No. 01 Issue Date: 4/5/2016 Project Name: Spokane Valley City Hall 1 Project Location: Spokane Valley, WA Owner Name: City of Spokane Valley 00 00 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. DRAWINGS - MECHANICAL Sheet (M2.01) 1. Change: Change supply diffusers and filter return grilles to ceiling type for Alternate #1 on sheet M2.01 as shown on addendum drawing ADM -01. ACCEPTANCE OF SUBSTITUTIONS Add the following to accepted list of manufacturers at this time. This is an acceptance of quality only. No attempt has been made to check each item as to special features especially required by this project. It shall be the responsibility of the supplier, manufacturer, and Contractor to check all requirements before submitting for final approval. Final approval of exact features will be determined when submitting shop drawings for approval during construction period. Section Item Specified Manufacturer/Product Approved 23 00 00 Fire Dampers Nailor 23 31 13 Duct Fabrication Tyko/Metalcraft Mechanical 23 37 13 Louvers Nailor 23 73 15 Energy Recovery Ventilator Units Swegon 23 34 23 Exhaust Fans Twin City Fans 23 81 27 Ductless Split Systems Carrier 23 81 50 VRV Systems Carrier END OF ADDENDUM No. 01 1509 —Spokane Valley City Hall ADDENDUM No. 01 — 4/5/2016 Page 1 of 1 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 1 ph 208-667-9402 I fx 208-667-6103 1 www.architectswest.com BASEMENT - ALTERNATE 1 - HVAC - ADM -01 3/32" = 1'-0" Arckitects West tn:. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 06 APRIL 2016 Revision: 04/05/16 Job #: 1509 ARCHITECTS WEST. INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved ADM -01 M2.01 PLOTTED: 3/29/2016 2:23:59 PM FILE PATH: C:1Userslnathan.MEULIN K1Documents\RevitLocal Projects115-11 Spokane Valley CH V-161SpokaneValley CH- Mechanical-Nate.rvt DEI Electrical Consultants Spokane Valley City Hall Spokane Valley, Washington DEI Electrical Consultants, Inc. 2205 N. Woodruff Rd, Ste #5 Spokane Valley, WA 99206 Phone 509/747-5139 Fax 509/623-1555 ADDENDUM NO. 1 April 6, 2016 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 p.m. local time. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. PROJECT MANUAL — ELECTRICAL Section 26 2200 1. Delete paragraph 2.3L in its entirety. Section 28 23 00 Video Management System 1. Modify Section 2.2, B, 1, to "Model VPK-17TBXV8-R5" 2. Modify Section 2.9, B, 2, to read "Model VPK-17TBXV8-R5" Section 2813 00 Access Control System 1. Add Section 2.2 Q to read as follows "Licensing and Software Maintenance Agreements 1. Provide Licensing for all Software, Cameras, Readers, Elevator Controllers, and I/O Modules for the next 10 years. There shall be no annual Licensing Cost to the Owner going forward for the next 10 years. 2. Provide Software Maintenance Agreement for all Software, Cameras, Readers, Elevator Controllers, I/O Modules, etc. for the next 10 years. There shall be no annual cost to the Owner for 10 years. This shall include all Software Updates, Patches, Tech Support, and Firmware Updates for the next 10 years at no cost to the Owner." DRAWINGS — ELECTRICAL Sheet E0.01 1. Change the text `VOICE' to `AUDIBLE' for the FA system notification device. Voice evacuation is not required. Provide horn/strobe & strobe only notification appliances. 2. Add symbol 'FB7', and associated information, to "FLOOR BOXES SCHEDULE." See Electrical Addendum Drawings E0.01-01. 3. Delete the last (2) symbols shown in the "CONDUIT AND WIRING SYMBOLS" list; "OFFICE FURNITURE FEED -POWER" and "OFFICE FURNITURE FEED-DATA/COMMUNICATIONS". These symbols are to be replaced with Floor Box Symbol `FB7'. See Electrical Addendum Drawings E0.01-01 and E3.20-01, included in this Addendum. 04/06/16 Addendum No. 1 Spokane Valley City Hall Page 1 4. Change sub -script on junction box symbol for `POWER JUNCTION BOX, DIRECT CONNECTION' to `P', in the "GENERAL ELECTRICAL SYMBOLS" list. 5. Clarification: Wherever a junction box is indicated with a power circuit, the junction box is intended to show a direct power connection to modular furniture, there should be one junction box shown for the power connection, and one junction box shown for Data/Communications raceway. See Electrical Addendum Drawing E3.10-01, included in this Addendum, for an example of this condition. The junction box with sub -script 'F' shall only apply to direct power connections for mechanical flush valves, as indicated in the schedules on E0.01. Sheet E0.02 1. Change the disconnect description for all VRF indoor fan units (AC -0-1 thru AC -3-18) to 2P30A, heavy duty, fused (as noted) safety switches. 2. Clarification; the feeder shown for ERV -1H in the equipment schedule is the wiring between the MDS and the disconnect switch. Provide 1-1/2"C., 4#1/0 (CU), #6G. (CU) between the ERV -1H disconnect and heater connection. 3. Change the conduit size to 1" for all HP1-3 circuits. 4. Change the conduit size to 1" for all UH -3&4 circuits. 5. Add SEE DETAIL B/E7.01 to the notes for the elevator (ELEV). Sheet E0.03 1. Change the listed `Input Watts' for luminaire Type R12 & R12E to '43'. 2. Change `NOTES' on Exterior Luminaire Schedule, Type S50 to read, "PROVIDE NEW FLOOD LIGHT WITH RIGID CONDUIT EXTENDED 6" ABOVE LANDSCAPING FLAG POLE BASE. FIXTURE MOUNTING TO BE INTEGRATED INTO FLAG POLE BASE/APRON. SEE CIVIL FLAG POLE BASE DETAILS". LUMINAIRES SHALL BE ALIGNED ON EITHER SIDE OF EACH FLAG POLE, SET BACK APPROXIMATELY 24" ON EITHER SIDE. COORDINATE FINAL LOCATION WITH ARCHITECT AND ENGINEER PRIOR TO INSTALLATION." Sheet E2.00 1. Move lighting control station (Type 1) to wall, underneath wall mounted occupancy sensor in Storage Room B104. Location is shown on Electrical Addendum Drawing E2.01-01, included in this Addendum. Sheet E2.01 1. Add an exit sign in room B 107 above door B 107A. Circuit to BHL-11. 2. Change (1) Type C24luminaire in B107, to Type C24E, as shown in Electrical Addendum Drawing E2.01-01, included in this Addendum. 3. Change the Lobby and Corridor lighting as shown in Electrical Addendum Drawing E2.01-01, included in this Addendum. This DOES NOT apply at the same location in Alternate #2. Sheet E2.02 1. Add an exit sign in room B 107 above door B 107A. Circuit to BHL-11. 2. Change (1) Type C24luminaire in B107, to Type C24E, as shown in Electrical Addendum Drawing E2.02-01, included in this Addendum. Sheet E2.10 1. Change (1) Type D14-10 to Type D14 -10E (add emergency battery pack) where shown on Electrical Addendum Drawing E2.10-01, included in this Addendum. Sheet E3.00 -E3.02 1. Add detail reference B/E7.01 to the Bussmann elevator power module switch in room B102. The elevator power module is circuited to HMB-29,31,33 (see E6.02). 2. Add electrical connections for (4) fire/smoke dampers at large duct penetrations into hallway between B 103 and B104. Circuit to spare 20A/1P breaker BA -8. Reference M2.00 for duct routing. Sheet E3.10 04/06/16 Addendum No. 1 Spokane Valley City Hall Page 2 1. Clarification; The cameras shown in Council Chamber N101 (keynotes 14 & 15) are for broadcasting city council meetings and are owner furnished and installed. The contractor shall coordinate with the city to verify the mounting height and location of the wall mounted camera rough -in (keynote 13). The city may opt to install the cabling and cameras during construction. The contractor shall coordinate construction schedule with the city to allow the OFOI work to proceed. 2. Change the 'F' subscript on the furniture power feeds to `P'. See E3.10-01, included in this Addendum, for an example of this condition. Sheet E3.20 1. Replace symbol for office furniture power and data connections at Grid Line 'B', between Grid lines '2' & '3', with floor boxes symbol 'FB7', as shown on Electrical Addendum Drawing E3.20-01, included in this Addendum. Refer to `FLOOR BOXES SCHEDULE' revisions on Electrical Addendum Drawing E0.01-01, included in this Addendum, for additional information. 2. Change the 'F' subscript on the furniture power feeds to `P'. See E3.10-01, included in this Addendum, for an example of this condition. Sheet E3.30 1. Change the 'F' subscript on the furniture power feeds to 'P'. See E3.10-01, included in this Addendum, for an example of this condition. Sheet E4.01 1. Delete Camera. See E4.01-01, included in this addendum. Sheet E4.02 1. Delete Camera. See E4.02-01, included in this addendum. Sheet E4.10 1. Change Camera mounting. See E4.10-01 and E4.10-02, included in this addendum. Sheet E4.20 1. Change Camera mounting. See E4.20-01 and E4.20-02, included in this addendum. Sheet E4.30 1. Change Camera mounting. See E4.20-01, included in this addendum. Sheet E4.30 1. Change Camera Type Schedule. Camera Type 2 is now Type 1. See E7.03-01, included in this addendum. Sheet E6.01 1. Change the service lateral conduits to 3-1/2" PVC. 2. Add a 3P200A/150AF disconnect (per E0.02) between the MDS and ERV -1H connection. Add 1-1/2"C.,3#1/0 (CU), #1/0 (CU)N, #6G. (CU) between the ERV -1H disconnect and heater connection. APPROVED SUBSTITUTIONS: The additions, omissions, clarifications and corrections contained herein shall be made to drawings and specifications for the project and shall be included in scope of work and proposals to be submitted. Reference made below to specification and drawings shall be as a general guide only. Bidder shall determine the work affected by Addendum items. Specification Section 28 3100 Fire Alarm System 1. Farenhyt by Silent Knight IFP-2000ECS, provided by Camtek Inc. (509)443-2609 Spokane, Washington. 04/06/16 Addendum No. 1 Spokane Valley City Hall Page 3 2. Farenhyt by Silent Knight IFP-2000ECS, provided by Moon Security Inc. (509)868-5249 Pasco, Washington. 04/06/16 Addendum No. 1 Spokane Valley City Hall Page 4 FLOOR BOXES SCHEDULE SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 SYMBOL MFR/PART DESCRIPTION DESCRIPTION NOTE 3 FB1 LEGRAND #EFB6S (2) DPLX REC, (1) T2 DATA 1,2 FB2 LEGRAND #EFB8S (2) DPLX REC, (1) T4 DATA 3 FB3 ACE BACKSTAGE CO., INC #124SLBK (3) DPLX REC, T3 DATA, MIC/AUX JACK 1,4 FB4 LEGRAND #EFB6S (2) DPLX REC, (2) T2 DATA 5 FB5 LEGRAND #EFB8S (4) DPLX REC, (1) T4 DATA 1,2 •• G•s10 ; :6 1 '' EC 1) —20: IN • 1ILET 1) D; : 5 WIREMOLD #4FFATC15BK MODULAR FURNITURE CONNECTION, RIGHT—ANGLE CONNECTOR, (1) 2—GANG DEEP J—BOX FOR DATA 2, 6 NOTES: 1. PROVIDE IN GRADE BOX FOR MAIN FLOOR. 2. PROVIDE (1) 3/4%. FOR POWER AND (1) 1-1/4"C. FOR DATA. ADD 3. PROVIDE (1) 3/4"C. FOR POWER, (1) 1-1/4"C FOR DATA AND (1) 1-1/4"C. FOR A/V. ROUTE A/V CONDUIT FROM FLOOR TO CEILING THRU WB1. 4. PROVIDE (1) 1"C. FOR POWER, (1) 1-1/(C. FOR DATA, (2) 1-1/4"C. FOR MEDIA AS SHOWN ON E3.10. 5. PROVIDE DEDICATED CIRCUIT TO EACH RECEPTACLE, (1) 1"C. FOR POWER AND (1) 1-1/4"C FOR DATA. 6. POKE THRU DEVICE FOR MODULAR FURNITURE WITH COMPARTMENTS FOR POWER & DATA. PROVIDE FLUSH COVER AND RIGHT ANGLE CONNECTOR FOR POWER & 2—GANG BOX FOR DATA. PROVIDE CIRCUITS SHOWN & COORDINATE WITH FURNITURE SHOP DRAWINGS. CONDUIT AND WIRING SYMBOLS ADD CIRCUIT HOMERUN CONCEALED CONDUIT LOW VOLTAGE CABLE CONDUIT SLEEVE THRU WALL ABOVE CEILING, QUANTITY AND SIZE AS NOTED CONDUIT STUBOUT OR STUBUP INTO ACCESSIBLE CEILING SPACE ELECTRICAL SYMBOLS SCALE: N.T.S ArcA P hitects West Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 EO O1-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\200215\Design\Dwgs1E0.01.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:17 PM BASEMENT ALTERNATE 1 - LIGHTING PLAN SCALE: 1/8"=1'-0" A rcrk, tects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E2.O1-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:1200215\Design\Dwgs\E2.01.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:18 PM 1+ a � q nn�-Y-- - , ,.�. , •_ 2- � , X01 C24E BNL -11 BNL -11 1124 4' BNL 11 124E1 BNL' 4 11 XOS IC24 1 gNL_ 1 \.fit\ \ titi \, Ig 41S 1 ELMBN 4-11 ALLPAW- 1 BA gN4 C24E 1 BNS c24 IBNL 11 C2 24 gHL_1 1 C24 1 BN►' c24 BHL– ELEV MACH OA C24E BNL -1 XSDP MBS L-10 BLDG M sio. R� SC(E' MPS�E BHL-1 \BHL 6101 BH L-1 \X01 HMB 1 ' 1, \ — -- Jr, C24 1 BNL_ BNE4 1 LOBBY B707 m C24 1 111 BHL-11 X01 ® BHL-1 SO 14,13.4. IQ 0 BASEMENT ALTERNATE 2 -LIGHTING PLAN SCALE: 1/8"=1'-0" 0 Arc{,itects W est I r= SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E2.02-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E2.02.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:19 PM 3.1R14)01.--1- d 1.'- 1 a iR1 •830 'rn-trtri1,u; ` 10 444 P4 1HU'� _ = 1= 1 �1oi yr 9 - x _ 1 I 1 1 1 1 *� +te _ cn 1 1 1 I 1 - — N cl --1 1 1T SUSPENSION USPENS4 S R O1A EIL SGSPACEi (TYPICAL G1 S60 1HL-7 0) 5 ABE- -10k � 1HL-6 jkmIV N FIRST FLOOR - LIGHTING PLAN SCALE: 1/8"=1'-0" A Wrchitects est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E2.10-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:1200215\Design\Dwgs\E2.10.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:22 PM 4 tY H V w J w 1 1 1 1 a_ \ \ \\ N \\\\\\\\ \ \\\4 \ rL N X w Or O CL CC Ci lal mzw CC UW 0 U- 0N a a> 51 U �J-h MSN d Omg i= N Ua m W v N N ENLARGED ELECTRICAL RM B106 9 uJ co N A rc{,itects I,-.. e. tARCHITECTS SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E3.00-01 WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs\E3.00.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:41 PM BA -5 ill XOS BA -3 BA -1 SP -1 BM -13,15,17 ©A pp4 ERV -1 ERV -1W Imo® BM -7 O MECHANICAL ERV -1E I—+® HMB-1,3,5 I B103 I ERV -1S F� HMB-7,9,11 1��BA BHL B OS BA -6t 1;. ELECTRICAL 1 C ERV -1H MDS -5 BM -1,3 WH -1 1—m1 BM -11 I RCP -1 I--® BM -9 i-IMB-31,33,35 T1 yy sJ- 11,1 1 S H MACH 1 1 1 EL -1 O BC -1 BM -1,3 _ B102 EL BM -1,3 B106 I BA -3 W1 HMB T1 C •©� ) OF THE DATA CABLES/PORTS FROM THE 'T3' OUTLETS TO BE TERMINATED AT THE SECURITY LE 'eN CS P ITCH P E FOR 01 :LEVA!IR 0 OL S: BASEMENT - POWER AND SYSTEMS PLAN SCALE: 1/8"=1'-0" Arc{,itects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 I� E3.00-02 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs\E3.00.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:42 PM g WE HALL B105 BA -7 BM -13,15,17 T1 BA -1 BA -5 MECHANICAL BA -1 ERV -1 ERV -1W I---'® BM -7 ERV -1E I--® HMB-1,3,5 I ERV -1S may® HMB-7,9,11 AT4 I ERV -1H MDS -5 BA -5 BA -7 t WH -1 �►® BM -11 I RCP -1 I—+® BM -9 BA -7 BC -1 BM -1,3 OS XOS BA BHL B BA -6 1 1 ELECTRICAL 1 B106 HMB ><t T ) OF THE DATA CABLES/PO FROM THE 73' OUTLETS TO B TERMINATED AT THE SECUR ELECTRONICS PATCH PANELS FOR 101 ELEVATOR CONTROL SE gA-9 'B) BASEMENT ALTERNATE 1 - POWER AND SYSTEMS PLAN SCALE: 1/8"=V-0" r-0" Architects West Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E3.01-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs\E3.01.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:43 PM 6,—BA-5 BA BHL B % OS BA -6 XOS ELECTRICAL 11 BM -13,15,17 IE/E7.02) BM -7 BA -7 MECHANICAL 1 ERV -1E I-+® HMB-1,3,5 I ERV -1S F� HMB-7,9,11 AT4 ERV -1H MDS -5 i A — BM 1 1� C ELEV MB -31,33,35 T1 yy WH -1 (—me BM -11 I RCP -1 I--® BM -9 BA -7 1 ) OF THE DATA CABLES/PO FROM THE 'T3' OUTLETS TO BE TERMINATED AT THE SECURITY ELECTRONICS PATCH PANELS FOR ELBVATjCONTROL SE BA_9 BASEMENT ALTERNATE 2 - POWER AND SYSTEMS PLAN SCALE: 1/8"=1'-0" Architects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E3.02-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:1200215\Design\Dwgs\E3.02.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:43 PM V 1A-16 1A-20,22 1'C. u 1 A29,311 ADD FURN POWER • ■ ■ ■ ■ ■ ■ N ■ ; ■ N • Im w,cI ll 2 .I....:.A... O NOTES: 1. REVISE SUB—SCRIPTS FOR WALL MOUNTED POWER CONNECTIONS TO OFFICE FURNITURE AS 2. REMOVE 'F' SUB—SCRIPT FROM OFFICE FURNITURE CONNECTION JUNCTION BOX SYMBOLS. T TO CONNECTIONS TO MECHANICAL FLUSH VALVES. 3. THIS CONDITION IS TYPICAL FOR All DIRECT POWER CONNECTIONS TO OFFICE FURNITURE SYMBOL THAT ARE INDICATED WITH A POWER CIRCUIT. JUNCTION BOXES SHOWN WITHOUT A SUB—SCRIPT 'D' ARE FOR DATA CONNECTIONS TO OFFICE FURNITURE. SHOWN. HE SUB—SCRIPT 'F' ONLY APPLIES SHOWN WITH THE JUNCTION BOX POWER CIRCUIT, AND A FIRST FLOOR - POWER & SYSTEMS PLAN SCALE: 1/8"=1'-0" Arc{,itects Nest Inc.ARCHITECTS SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E310-01 WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 AH rights reserved. J:\2002151Design\Dwgs\E3.10.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:28 PM 2 OPEN OFFICE I S203 I DN I U13 (3) 3'C SLEEVE FOR DATA CABLIN STAIR S4-02 .1 I■■■■■■ M ■■m11 0 - (4) 2'C SL N FOR DATA T4 A$12E40 2B-207 A 2B-22 I W2B24 A T4 T4100 2B-12 N - e T4 2A -20C WAP 2M-13,15 0 T410•• '01T4 - 2x18 - I11111111111111111i11111111111111111111111r F61 2B-3 NOTES: 1. REPLACE SYMBOLS FOR POWER AND DATA/COMMUNICATIONS OFFICE FURNITURE FEEDS WITH FLOOR BOX SYMBOL 'FB7'. TYPICAL FOR ALL LOCATIONS THAT THESE SYMBOLS ARE SHOWN TOGETHER (I.E. ALL LOCATIONS WHERE OFFICE FURNITURE IS FED FROM THE FLOOR). 2. REFER TO FLOOR BOXES SCHEDULE REVISIONS ON ELECTRICAL ADDENDUM DRAWING E0.01-01, INCLUDED IN THIS ADDENDUM. 3. TYPICAL ALL LOCATIONS THAT OFFICE FURNITURE IS SHOWN AS BEING CONNECTED FROM THE FLOOR (FOR EXAMPLE, AT GRID LINE 'B', BETWEEN '2' & '3', WEST OF LOCATIONS SHOWN ABOVE). SECOND FLOOR - POWER & SYSTEMS PLAN SCALE: 1/8"=1'-0" Arc{,itects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E3.20-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E3.20.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:30 PM wr • 111SI ni �i►_■�,__ X11 ELECTRICAL B106 BASEMENT ALTERNATE 1 - SECURITY SYSTEMS SCALE: 1/8"=V-0" I Arckitect5 West Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E4.01-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E4.01.dwg plotted by: Dmitri on Tue, April 5 2016 0101:44 PM ELECTRICAL B106 BASEMENT ALTERNATE 2 - SECURITY SYSTEMS SCALE: 1/8"=V-0" IV A W Inc.SPOKANE Architects est SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E4A2-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E4.02.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:44 PM U w fl) u_ SCALE: 1/8"=1'-0 architects West h=. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E410-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E4.10.dwg plotted by: Dmitri on Tue, April 5 2016 0101:45 PM a # *401* 01*. A ill 4.4` CHAMBER A W S I.1 ISF1 ****01 — 131:11 MI1001011PAN � L11 i li Likaidatramilmall,__s 1 ii iik,wwigisip,ulsolL44w - **144111•• FIRST FLOOR - SECURITY SYSTEMS SCALE: 1 /8"=1'-0" Arc{ ritects West Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 I� E410-02 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:1200215\Design\Dwgs\E4.10.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:45 PM SECOND FLOOR - SECURITY SYSTEMS SCALE: 1/8"=V-0" Arc{ ritects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E4.20-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs1E4.20.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:46 PM Arc{,itects W est Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD -01 E4.20-02 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design4Dwgs1E4.20.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:46 PM THIRD FLOOR —SECURITY SYSTEMS SCALE: 1/8"=V-0" 417 A W Inc. rc{ ritects estARCHITECTS SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/06/2016 Job #: 200215 ADD—01 E4.30-01 WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:1200215\Design\Dwgs\E4.30.dwg plotted by: Dmitri on Tue, April 5 2016 at 01:47 PM ADD CAMERA TYPE SCH TYP MANUFACTURER MODEL DESCRIPTION RESOLUTION POWER IQeye IQM62WR—A4 2 MP VANDAL RESISTANT FIXED IP DOME 1 MP (1920 x 1080) PoE IQeye IQM63WR—A4 3 MP VANDAL RESISTANT FIXED IP DOME 3 MP (2048 x 1536) PoE 0 1 m 0 0) m m z d 0 co coco m Copyright, 2016 All rights reserved -00 0 0 ZD m <-1 D cn r � - G7 D m CO< m rn • TIVH A110 A311VA 3NVNOdS O 0 Q < C N o co o' o R > m 0 1,3 cyj 0 0 Vl N n Z O 0 Cr) o C K 91 o cw 0 0 5 IQeye IQM65NR—A4 5 MP VANDAL RESISTANT FIXED IP DOME 5 MP (2560 x 1920) PoE 12 IQeye IQ8712NE—V18 12 MP OUTDOOR IP CAMERA 12 MP (4000 x 3000) PoE PAN IQeye V9360-1 HEMISPHERIC IP DOME CAMERA 6 MP (3072 x 2048) PoE GENERAL NOTES: 1) ALLOW FOR RELOCATION OF CAMERA UP TO 10' TO BETTER ACHIEVE DESIRED VIEWS. 2) COORDINATE WITH OWNER OR ENGINEER FOR EXACT PLACEMENT OF CAMERAS. 3) ROUGH IN 4 SQUARE BOXES FOR CAMERA LOCATIONS. 4) COORDINATE ROUGH IN OF EXTERIOR CAMERAS WITH MASONRY CONTRACTOR TO GET 4 SQUARE BOXES RECESSED IN EXTERIOR WALLS. 5) PROVIDE LOCAL MONITOR FOR VERIFICATION OF CAMERA VIEWS IN THE FIELD. EDULE CABLING CAT 6 CAT 6 CAT 6 CAT 6 CAT 6 LENS HOR. FOV NOTES F1.2, 2.8-8.5 mm 37'— 90' PROVIDE MOUNTS AS INDICATED ON MOUNTING SCHEDULE. F1.2, 2.8-8.5 mm 39'— 95' PROVIDE MOUNTS AS INDICATED ON MOUNTING SCHEDULE. F1.2, 2.8-8.5 mm 39'— 99' PROVIDE MOUNTS AS INDICATED ON MOUNTING SCHEDULE. 4.5-10 mm 41'— 80' PROVIDE WITH IQ800—JB+C JUNCTION BOX WITH COVER. MOUNT PER MANUFACTURER INSTRUCTIONS. F2.8, 1.05 mm 360' CEILING MOUNT WITH V9360-1BA UNNERSAL 4S BOX ADAPTOR. STUB CONDUIT FROM BOX TO 2ND FLOOR CEILING SPACE TO RUN CABLE TO SERVER ROOM. CAMERA TYPE SCHEDULE SCALE: N.T.S. E) FP ENGINEERING S. 4420 Tampa Drive Spokane, WA 99223 (509) 448-1976 Spokane Valley City Hall Spokane Valley, Washington ADDENDUM NO. 1 April 6, 2016 This Addendum is hereby made a part of the Contract Documents to the same extent as though it were originally included therein. DRAWINGS - FIRE PROTECTION The following drawings have been revised. Sheet FP2.10 1. The two pendent sprinklers on the south side of Stair S2-01 shall be spaced 6'0" apart. Sheet FP2.20 1. The two pendent sprinklers on the south side of Stair S2-02 shall be spaced 6'0" apart. End of Fire Protection Addendum No. 1 04/6/16 Spokane Valley City Hall (1509) Addendum No. 1 Page - 1 Architects West I:,�.. Arclhitecture • Landscape Architecture Spokane Valley City Hall Addendum No. 2 Issue Date: April 14, 2016 Project Name: Spokane Valley City Hall 1 Project Location: Spokane Valley, WA Owner Name: City of Spokane Valley This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 PM local time. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. PRE-BID CONFERENCE A pre-bid conference was held on March 29, 2016, see attached sign -in sheet, attached. PROJECT MANUAL — ARCHITECTURAL Section 002000 — Instructions to Bidders 1. Paragraph 1.12: Change liquidated damages amount to $3,000/day. Section 008000 — Supplementary General Conditions 1. Section 11.1: Replace "Section 1 07.18 of these Special Provisions" with "Article 11 of these Supplementary Conditions". 2. Section 11.2: Replace "1 07.18(4)" with "Section 11.4". 3. Section 11.3, 1: Replace "1 07.18(2)" in two instances with ""Section 11.2". 4. Section 11.3, 2: Replace "1 07.18(4)" with "Section 11.4". 6. Section 11.4: Replace "1 07.18(2)" with "Section 11.2". Section 122413 — Roller Window Shades 1. Paragraph 2.4, C: Delete this paragraph in its entirety. DETAIL MANUAL — ARCHITECTURAL Detail Ls203 1. Add Note: Alternate means of material for use in fabrication of this detail is approved and includes: A) 9/16" x 10" flat bar for flanges B) 5/16" x 8 7/8" flat bar for web Attachment of the pieces will be by %" fillet weld on both sides of the connection joint/interface. Priming/painting/finishing requirements remain the same. Contractors are advised that both this approach and the original approach may be used to produce the finished bike bollard. Detail 1.301 1. Replace with new Detail AD -02 1.301, adding 'Architecture • Landscape Architecture' to the Architects West Logo, as attached. 1661 1509 — Spokane Valley City Hall 04/14/16 Addendum No. 2 Page 1 of 3 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com Detail 4.102 1. Add note: For pre -cast anchoring, refer to Detail AD -01 S5.004. Detail 6.003 1. Dias Section and Elev: Add Note: Stl. Braces to be installed at 4'-0" o.c. min., and to align with dias wall studs. Studs to be fastened to braces by through -bolting to resist over -turning of the dias wall. Detail 7.310 1. Add new Detail AD -02 7.310 as per attached. Detail 7.402 1. Change soffit and fascia sheathing thickness from 3/" to %2". Detail 9.111 1. Add Detail AD -02 9.111, as per attached. Room Finish Schedule 1. Add Note: At Stairs #1 and #3, provide rubber stair nosing. Basis of Design: Johnsonite Flexible Vinyl Stair Nosing for the Visually Impaired, Model #VIVCD-XX, color to be selected from manufacturer's standard range. 2. At Stairs #2 and #4, provide rubber stair nosing. Basis of Design:Johnsonite Flexible Vinyl Stair Nosing for the Visually Impaired, model #VIRCN-XX-A, color to be selected from manufacturer's standard range. DRAWINGS - ARCHITECTURAL Sheet L1.10 1. Revise materials per AD -02 L1.10, attached. Sheet L1.20 1. Key Note #L-20: Delete portion of note that reads: "...PER ALT. #7..." 2. Revise Accessible Parking per attached Detail AD -02 L1.20 A. 3. Add (2) spillways per attached Detail AD -02 L1.20 B. Sheet 11.21 1. Key Note #L-20: Delete portion of note that reads: "...PER ALT. #7..." 2. Add Note: At each gate with access control, provide a weather-proof ground box for mounting of Ethernet over coax adapters, and VAX -1D controllers. Card reader shall be mounted to the gate post. Sheet 11.30 1. Revise Key Note #G-06 to read: Edge condition to be saw -cut existing asphalt with adjacent soil elevation in turf and long grass areas 2" below edge. 2. Revise elevation per Detail AD -02 L1.30 A, attached. 3. Add (2) catch basins per Detail AD -02 L1.30 B, attached. 4. Add (2) spillways per Detail AD -02 L1.30 C, attached. Sheet A2.10 1. Add manual roller shade to storefront in Room N117. Mount to glu-lam beam. See frame type F-AS.9 for elevation. 1509—Spokane Valley City Hall 04/14/16 Addendum No. 2 Page 2 of 3 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com Sheets A3.01, 3.02, 3.03 1. Change Brick Type 2 color from 'Chestnut' to 'Brown Varitone'. Sheet A9.31 1. Add motorized roller shade to N212A and N212B. Mount to glu-lam beam. 2. Add manual roller shades to N301A and N301B. Mount to glu-lam beam. 3. Add manual roller shade to S309B. 4. Add Window Type Drawing W-AS.6, as shown on Detail AD -02 A9.31. ACCEPTANCE OF SUBSTITUTIONS Add the following to accepted list of manufacturers at this time. This is an acceptance of quality only. No attempt has been made to check each item as to special features especially required by this project. It shall be the responsibility of the supplier, manufacturer, and Contractor to check all requirements before submitting for final approval. Final approval of exact features will be determined when submitting shop drawings for approval during construction period. Section Item Specified Manufacturer/Product Approved 084113 Storefront Marlin 45T 107113 Exterior Sun Control Devices Marlin — Must Match Planar Blade Shape 071900-2.2 Masonry Water Repellant Evonik Protectosil Aqua -Trete EM 095426 Linear Wood Ceilings Norton Industries ATTACHMENTS: No. Pages Discipline/Consultant 2 Civil 12 Structural 2 Mechanical 8 Electrical END OF ADDENDA No. 2 1509—Spokane Valley City Hall 04/14/16 Addendum No. 2 Page 3 of 3 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com NAME Spokane Valley City Hall Pre-bid Conference sign -in sheet March 29, 2016, 3:00 p.m. COMPANY +4‘4l L� ISR AA-</. /42.sz k %:- oac %leis S -644 7-744T44,6 02. ecker NN)X4114 02 Co Graa.n 1J 7e1 3l cw Lei/. Lust, ioo '61)T6-4 Cbt,11-vc.i"-Toi4 Por-Omie5f-Ti- Nor-Actiri , c . t [ -rte(. Lrayk.e_,J 16.41 1c rtfr,c_ �'os•-�� !.r✓' - /ctizr %` /votary/cepa /pc LyD/61— Z,1.)- /q *k /. 5 W iH )"?T(049-Pzvz-P24 NAME Spokane Valley City Hall Pre-bid Conference sign -in sheet March 29, 2016, 3:00 p.m. COMPANY $' C49 %le 4 de I o`ar,C sy- C (5 141 I)1. -7Z2 Z ( 771-- .5*( Ace ec Un /`,,. �e e.! 7L cur • 7 t I PwaC"I )t Lo71 criv5 l edaeNAT/U✓ '7 // K.61 cti Xiicrifr47e12 (Af -11)1(r.7c SS cc -oft -0 (c. FILE PATH: C:1 Local Files 11509 Spokane Valley CH - central_1967gto.rvt 0 m 0 m 09 n e 0 Copyright, 2016 All rights reserved 90266 VM `A311VA 3NVNOdS `'3AV 3flDVHdS 1SV3 06206 N 0 z m 1 2 r r CT O < o' 01 O W0 O p _N.N rn N9IG i� road l.0 Arckitects West I� Architecture • Landscape Architecture www.architectswest.com E mail: awinc@architectswest.com 210 E Lakeside Avenue Goeur d'Alene, ID 83814 Ph (208) 661-9402 Fx (208) 661-6103 Spokane Cita ha�I MECHANICAL ENGINEER: M5I ENGINEERS ELECTRICAL ENGINEER: DEI ELECTRICAL GENERAL CONTRACTOR: TO BE DETERMINED STRUCTURAL ENGINEER: 771 DGI ENGINEERS Q CIVIL ENGINEER: DGI ENGINEERS FIRE PROTECTION: GLEN SATRE INTERIOR DESIGN 4 FURNISHINGS: DESIGN SOURCE 5'-0" BLOWN -IN INSULATION TO GOM PLETELY FILL ATTIC SPACE TO 3'-0" FULL DEPTH c 1 1 1 1 3'-0" ROOF SOFFIT DETAIL 11/ CONTINUOUS SOFFIT VENT AT HIP ROOFS '1' L SCALE: 1" = 1'—O" /�l�/� �j��I% j�rchitects V\/est SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/12/16 Job #: 1509 AD -02 7 / , 310 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/13/2016 11:41:01 AM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt SYSTEM 1N5P135 HORIZONTAL CEILING SYSTEM FOR CORRIDORS. 1" SHAFTLINER GYPSUM BOARDS ARE INSERTED BETWEEN 2 1/2" G -H, G -T, OR 15TUD5. A SINGLE LAYER OF ANY 5/8" TYPE 'X' PRODUCT 15 APPLIED AT RIGHT ANGLES TO THE G -H, G -T, OR 15TUD5, WITH 1" TYPE 5 SCREWS SPACED 12" O.G. FIRE: ITS (WHI) GTG/GG 60-01 HORIZONTAL SHAFTYyALL SCALE: 3" = 1'-0" /�l�/� �j��I% j�rchitects V\/est SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/13/16 Job #: 1509 AD -02 9.111 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/13/2016 11:41:01 AM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt LL, LL, LL, 1 LL, 10'-0" EG EG EG 8.616 ROLLER SHADE, PER SCHEDULE w-15.6 054113 ALUMINUM STOREFORNT Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/13/16 Job #: 1509 ICU ICU ICU BR BR BR ROLLER SHADE, PER SCHEDULE w-15.6 054113 ALUMINUM STOREFORNT Architects West h SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/13/16 Job #: 1509 AD -02 A9.31 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved PLOTTED: 4/13/2016 4:09:22 PM FILE PATH: C:1Local_Files11509 Spokane Valley CH - central_1967gto.rvt 4 W W 11/11.1::::::::::::::;::•:;;';: 4� W 4 W W W Wit c J1` W W W :::/ ' • `•. ,1: .,- A 4 '•, .:..:'' W W W W ...- rIl W W W W V ..• 1y� W W W W 1� W W W W ,:...111, W W 1— J‘ �.: BIW W W W J ' W W W ' W W W W W W W •:',/ W W W W �' W W W W W W W :: JI W W W W it W W W W W W W W W W W W W W W W W W W W W W I W W W W W W W W - W W - W W - W W W W — — — — — C.R. Architects est Inc. SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construd'Ion0ocuments Issue Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 n D_O� /`1 L1.10 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. 5:11509 Spokane Valley CH\Site\1509 L1.35 Materials Plan.dwg plotted by: mollyt on Thu, April 14 2016 at 09:31 AM R5' 20' ADJUST WHEELSTOP LOCATION AND 2 STRIPING AS SHOWN PDD Architects est in, SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construction Documents Issue Issue Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 AD -02 L1.20 A WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. S:\1509 Spokane Valley CH\Site11509 L1.20 Layout Plan.dwg plotted by: molly! on Thu, April 14 2016 at 10:15 AM 20' TYP V 37' T m • 503 523 24' 1 18.5' 18.5' L 24' 18' 5 9' TYP N • • N rn • N S03 N of ADD ADD SPILLWAY MEM /2\ ADD ADD SPILLWAY Architects est inc. SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construction Documents Issue Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 AD -02 L1.20 B ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. S:\1509 Spokane Valley CH\Site\1509 L1.20 Layout Plan.dwg plotted by: molly! on Thu, April 14 2016 at 10:20 AM TW 93.00 � I TP 92.90 TW 93.15\ TP/TC 93 00 I I TP/TC 92.85 REVISE ELEVATION 2 ADD WCU Ll TP/TC 92.35 TC 91. TP 91. Architects est Inc. SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construction Documents Issue Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 AD -02 L1.30 A ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 M rights reserved. S:\1509 Spokane Valley CH\Site\1509 L1.30 Grading Plan.dwg plotted by: mollyt an Thu, April 14 2016 at 10:03 AM /TC N .75 0) LTC 92.60 TP 92.10 HP 94.00 .45 N TC 92.10 TP 91.60 C 92.80 TP 92.30 TC 92.4 TP 9 0 40 30 50 00 TP 91.15 TC 91.82 TP 91.32 TC 91.90 TP 91.40 91 TP 91.22 TP 90.97) TC 91.40 TP 90.90 TC 91.28, TP 90.78 T TC 90.66 T 0.94 �TC 91.44 11-P 90.94 TC 90.66 TP 90.16 90.70 90.20 93`3 est Ing. TP 91.18 AD -02 L1.30 B ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 M rights reserved. . \_TC 91.40 TP 90.90 TC 91.66 P ,..- TP 191.16 HP 9304 '1`99C..25 9i.45 TP Q Q5 / L TC cD J 90 X19-•. c9 TC IN. S8 TP 89.38 TC 89 80 TP 89 30 TC/TP \ 89.10 N 8P1.80 9.30 TC 89.80 TP 89.30 TC/TP 89.05 TC 90. ,90.28 TP 89. 89.78 TC 89.75 TP 89.25 -\ TC 89.90 TP 89.40 �-BB 88.0 9 i - /7 - .81 AREFER TO CIVIL PLANS FOR CATCH ADD BASIN INFORMATION Itttttttt� Itttttttt� 1 rn in Itttttttt� Itttttttt� ■ Architects est Ing. SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construction Documents Issue Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 AD -02 L1.30 B ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 M rights reserved. S:\1509 Spokane Valley CH\Site\1509 L1.30 Grading Plan.dwg plotted by: mollyt on Thu, April 14 2016 at 10:02 AM REVISE SYMBOL TO ANDD READ "D.W." HP 95.7 TC 93.84 TP 93.34 TC - 66, r •c TC 93. TP 92. 1P/TIV/ME 92.67 TC 92.55 TC 92.50 IP 92.25 TP 92.00 0) 97.O�i T TW/ME 91.4 TW 91.6 BB 90.507 91.75 9125 ` `TC 92.78 93.70 1 TP 92.28 TP 93.20 TC 92.60 TP 92.10 TC 92.65 TP 92.15 92 TwAIE 91. TC 92.65 TP 92.15 TW 93.32 93.20 '192.70 TC 92.95 TC 92.90 TP 92.40 TC 92.76 TP 92.26 9 TC 92.90 TP 92.40 TC 92.50 TP 92.00 ' 91.88 TC 93.00 TP 92.50 TC 92.62 TC 92.88 TP 92.12 TP 92.38 TC 92.28 TP 91.76 TC 91.94 TP 91.44 TC 92.26 TC 91.66 TP 91.76 TP 91.16 HP 94.05 TW 93.02 TC 92.90 TP 92.40 TW 93.02 TC 628e 991.60 TP 92.18 HP 95.5 FG 9150 TC 92.32 TP 91.82 TC 90.66 TP 91.16 TC 92.08 TP 91.56 TC 91.64 TP 91.14 TP 91.12 HP 95.50 TC 91.24 TC 91.93 TP 91.4.3 TR TW 90.60 TC 91.74 TP 91.24 IW 91.70 IP 91.5 TC 91.90 TP 91.40 91.68 91.1 91 91.47 TP 90.97 TC 91.40 TP 90.90 TC 91.29 TP 90.78 TP 90.84 TC 90.72 TC 91.11 TP 90.22 TP 90.61 TC 90.62 TC 91.10 TP 90.12 TW 90.70 TC 91.06 HP 92. TP 90.56 z.5 G 91.70 94. 90.44 TP 89.94 TC 90.30 TP 59.80 -HP 91 90 TC 90.66 TP 90.04 1P 89.84 HP 92.50 91.40 90.90 TC 90.10 IP 89.60 1940. TC 90.06 TC 90.28 TP 89.56 TP 89.78 TC 89.75 TP 89.25 TC 89.90 TP 89.40 X TG 8 89.38 TC 89180 �6, ADD SPILLWAY ADD SPILLWAY Arckiiitects est Inc.ssue ArclTitects est Ing. SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WASHINGTON Phase: Construction Documents Date: 3-18-16 Revision: 4-14-2016 Job #: 1509 AD -02 L1.30 C ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 M rights reserved. S:11509 Spokane Valley CH\Site\1509 LI.30 Grading Plan.dwg plotted by: mollyt on Thu, April 14 2016 at 10:07 AM SPOKANE VALLEY CITY HALL SPOKANE VALLEY, WA CIVIL ADDENDUM NO. 1 April 14, 2016 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. DRAWINGS - CIVIL Sheet C1.00 1. Revised: Sawcut Line and add asphalt demo for 2 new catch basins shown in AD -02. Sheet C1.10 2. Added: Reference note 3 to the two new catch basins shown in AD -02. Sheet C1.20 3. Revised: Reference note 9 to read, "PROVIDE 8" SDR35 PVC STORM DRAINAGE LINE. SLOPE PER PLAN." 4. Added: Reference note 10 to read, "PROVIDE NEW CATCH BASIN WITH BYPASS METAL GRATE PER CITY OF SPOKANE VALLEY STANDARD PLANS S-112 AND S-121. CONTRACTOR SHALL INSTALL DOWN TURNED ELBOW IN CATCH BASIN PER CITY OF SPOKANE VALLEY STANDARD PLAN S-140. SEE DETAIL 7/C5.00 AND 8/C5.02." 5. Added: Two catch basins and associated piping to bottom of Swale "A" per AD -02. Sheet C5.00 6. Remove: Note 4 under Detail 3 "Storm Water Treatment." END OF CIVIL ADDENDUM No. 2 Spokane Valley City Hall Addendum No. 2 - Page 1 9 8 W W W W W W\ J W W W W W W W W W W W W W• CB 4- SIN_--s'-_--••r RIM= 1991.84 I E= 1988.53 45'± 8" SDR35 PVC S= 0.008 REFERENCE NOTES: 100.1 -- I E.= 1988.05 15'± 8" SDR35 PVC S= 0.008 RIM= 1991.81 1, E.= 1988.15 ® PROVIDE NEW CATCH BASIN WITH BYPASS METAL GRATE PER CITY OF SPOKANE VALLEY STANDARD PLANS S-112 AND S-121. CONTRACTOR SHALL INSTALL DOWN TURNED ELBOW IN CATCH BASIN PER CITY OF SPOKANE VALLEY STANDARD PLAN S-140. SEE DETAILS 7/C5.00 AND 8/C5.02. GRAPHIC SCALE 20 0 10 20 (IN FEET) 1 inch = 20 ft. Phase: Construction Documents IssueDate: 18 MARCH 2016 Revision: 04/14/16 Job #: 1509 'WH ITECiS WEST, , INC. 210 East Lakeside: a Coeur . - - ID 83814 208.667.9402 : t. 2016 A11 :.. reserved SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 AD -02 C-120 PLOTTED: 3/22/2016 10:04:04 AM FILE PATH: C:1Lonal_Files11509 Spokane Valley CH - central_1967gto.rvt DCI en�i neeras o Seattle • Portland Spokane °' San Diego • Austin • Irvine • San Francisco Anchorage • Los Angeles City of Spokane Valley City Hall Spokane Valley, WA Structural Addendum No. 2 April 14, 2016 The additions, clarifications and corrections contained herein shall be made to the Project Manual and Drawings for the above referenced project and shall be included in the scope of work and proposals being submitted. (Note: Reference made below to the Project Manual and Drawings shall be used as a general guide only. Bidder shall determine the full extent of the work affected by the Addendum items.) DETAIL MANUAL— STRUCTURAL Detail S5.069 1. Adjusted framing to be fully hidden in exterior wall and clarified ceiling location. DRAWINGS — STRUCTURAL Sheet S2.00 1. Revise column size per S2.00-1 at Grid G. Sheet S2.01 1. Revise column size per S2.01-1 at Grid G Sheet 52.02 1. Revise column size per S2.02-1 at Grid G. Sheet 52.10 1. Revise column sizes per S2-10-1 at Grid E. 2. Revised footing elevation at radius chamber wall per S2.10-2 Sheet S2.11 1. Revise column size per S2.11-3 at Grid 4/C 2. Revised column sizes at Grid E per S2.11-4 Sheet S2.20 1. Added missing column splices. 707 W 2nd Avenue Spokane, WA 99201 Phone (509) 455-4448 Service I n novation Val u e Sheet S2.30 1. Added missing column at building corner per 52.30-3. Sheet S3.1 1. On all elevations extend horizontal steel reinforcing call out to top of footing. 2. On S3.1-11 clarify that reinforcing steel that is not labeled in the basement is to be the #7 @ 18" o.c. E.F. END OF ADDENDA NO. 2 ni BASEMENT FOUNDATION PLAN SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/13/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.00-1 PLOTTED 4/13/2016 4:55:31 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt BASEMENT FOUNDATION PLAN - ALTERNATE 1 SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/13/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.01-1 PLOTTED 4/13/2016 4:56:45 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt BASEMENT FOUNDATION PLAN - ALTERNATE 2 SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/13/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.02-1 PLOTTED 4/13/2016 4:57:42 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt 2'-6" 10'-6" FIRST FLOOR FOUNDATION & FRAMING PLAN SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/11/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.10-1 PLOTTED 4/13/2016 4:58:11 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt COL PER BP1x11x COL PER EL BP1x11x0'-11 �Ll 0FIRST FLOOR FOUNDATION & FRAMING PLAN SCALE: = 1'_0" SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/13/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.10-2 PLOTTED 4/13/2016 4:59:42 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt FIRST FLOOR FOUNDATION & FRAMING PLAN - ALTERNATE 1 SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/11/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.11-3 PLOTTED 4/13/2016 5:00:19 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt FIRST FLOOR FOUNDATION & FRAMING PLAN - ALTERNATE 1 SCALE: 3/32" = 1'-0" 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/11/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgdt, 2016 All rights reserved AD -02 S2.11-4 PLOTTED 4/13/2016 5:00:50 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt Z046 L99 OOZ Lid • m.m_d aON0 m 91E66 km__dS lames om VH u10 A„VA aNVNodS ISSUE DATE Id MARCH Mb 0 a CN $10 0.031 112 : 1,L4D . . . ,01,E1 81.8L 4101. ����,\ iTAu a\ , =z =s ; s, J§e=S30..V.iS 03 10 Wiz=\ \yy; 16.• lit .z_ \\\\S ,} .\111 swill \ \ .-:Arm, m/ -41 . P _i • r ,1 }J __ ,,,, §4 zazx. 0 �.SaDVdS 0310 \ /6/ ✓ dS ✓ dS w � 4111 ao 9 0 0 0 0 ;D X< )\ cc ) L4x4x1/ LEDGER (;) THIRD FLOOR FRAMING PLAN SCALE: 3/32" = 1'-0" Architects West h=. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/13/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -02 S2.30-3 PLOTTED 4/13/2016 5:01:20 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt TRUSS DESIGNER TO DESIGN TRUSS FOR 2500# SHEAR LOAD AT VENEER SUPPORT PER ARCH (2) 3/4"0 A307 CTRD ON TRUSS PROVIDE 1 1/2" MIN 2x6 BOT CHORD 1 1/2" STIFF PL3/8 EA SIDE 3/16 3/16 3/16 3/16 / TRUSS DESIGNER TO DESIGN FOR 1300# UPLIFT LOAD / L2 1/2x2 1/2x3/8 HGR PER PLAN HIDE IN STUD WALL 1/4 k_ 2/12 NOTE: ADDITIONAL INFORMATION PER 1/S5.044 CEILING PER ARCH, MAKE SURE BRACE IS INSTALLED ABOVE CEILING a 2/12 BEAM PER PLAN 3/16 3/16 / 3/16 TYPICAL SECTION AT VENEER SUPPORTS 2 <(3) SIDES, TYP SCALE: 1" = 1'-0" Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04/05/16 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East L Ay nue Coeur e Aiene, ID 83814 208 667 9402 CoyyrIHht, 2016 All rIHkts resereee AD -02 S5.069 PLOTTED 4/13/2016 6:46:08 PM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt IIMSI ENGINEERS MEULINK STAUFFENBERG,INC. Spokane Valley City Hall ADDENDUM No. 02 Issue Date: 4/14/2016 Project Name: Spokane Valley City Hall 1 Project Location: Spokane Valley, WA Owner Name: City of Spokane Valley Vitreous China Sloan This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. DRAWINGS - MECHANICAL Sheet (M5.02) 1. Add: Detail #9 showing ERV -1 detail with dimensions and configuration as shown on addendum drawing ADM -02. ACCEPTANCE OF SUBSTITUTIONS Add the following to accepted list of manufacturers at this time. This is an acceptance of quality only. No attempt has been made to check each item as to special features especially required by this project. It shall be the responsibility of the supplier, manufacturer, and Contractor to check all requirements before submitting for final approval. Final approval of exact features will be determined when submitting shop drawings for approval during construction period. Section Item Specified Manufacturer/Product Approved 22 40 00 Vitreous China Sloan 23 34 23 Power Ventilator Twin City Fan END OF ADDENDUM No. 02 1509 —Spokane Valley City Hall ADDENDUM No. 02 —4/14/2016 Page 1 of 1 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 1 ph 208-667-9402 I fx 208-667-6103 1 www.architectswest.com OUTSIDE AIR iv GENERAL NOTES: 1. UNIT IS 78" WIDE 2. CONSULT FLOOR PLANS FOR ACCESS SIDE REQUIREMENTS 3. DAMPERS PROVIDED WITH AHU. ACTUATORS PROVIDED BY CONTROL MANUFACTURER. 4. * INDICATES ACCESS DOOR. SIDE REQUIREMENTS 98" 32" 18" 20" 28" W U U 2 z w a PRE FILTERS >- 02 _1 Z CU W <Oi WU� 2W cn tY W J L EXHAUST AIR SUPPLY AIR w 0 U FINAL FILTERS J 00 1-0 OZ _ WI= x w 0 0 J z a< 50" 20" 90" 194" ERV -1 DETAIL Scale: NOT TO SCALE ELEVATION VIEW Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 14 APRIL 2016 Revision: 04/14/16 Job #: 1509 ARCHITECTS WEST. INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved ADM -02 M5.02 PLOTTED: 4/12/2016 2:12:48 PM FILE PATH: C:\Users\nathan.MEULINK1Documents\Revit Local Projects115-11 Spokane Valley CH V-161Spokane Valley CH - Mechanical-Nate.rvt DEI Electrical Consultants Spokane Valley City Hall Spokane Valley, Washington DEI Electrical Consultants, Inc. 2205 N. Woodruff Rd, Ste #5 Spokane Valley, WA 99206 Electrical ADDENDUM NO. 2 April 14th, 2016 Phone 509/747-5139 Fax 509/623-1555 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 p.m. local time. The additions, clarifications, and corrections contained herein shall be made to the Project Manual, Drawings and Schedules for the above referenced project, and shall be included in the scope of work and proposals to be submitted. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. PROJECT MANUAL — ELECTRICAL NO REVISIONS DRAWINGS — ELECTRICAL Sheet E1.01 Electrical Site Plan 1. Add 2" underground conduit and (2) hand holes for future electrical provisions as shown on Electrical Addendum Drawings E1.01-01 & E1.01-02, included in this Addendum. Conduit to terminate in hand hole at location shown, near street curb for future crosswalk electrical provisions. Provide hand holes as specified on Addendum Drawings, and refer to specifications for trenching and material requirements. See hand -hole detail on Electrical Addendum Drawing E1.02-01. Sheet E1.02 Electrical Site Details 1. Add hand hole installation detail 'F' to sheet as shown on Electrical Addendum Drawing E1.02-01, included in this Addendum. Sheet E3.00 1. Change the conduit callout and conduit routing to the generator (drawing 2) to; PROVIDE (2) 3-1/2"C. FROM ENCLOSED CIRCUIT BREAKER CB -OS TO THE FUTURE GENERATOR LOCATION AND (3) 1"C. ORIGINATING FROM DISTRIBUTION PANEL OS TO THE FUTURE GENERATOR LOCATION. Sheet E4.41 1. Change Camera Type for Camera #26 from 5 to 12. See Electrical Addendum Drawing E4.41-01, included in this Addendum. Sheet E6.01 1. Change the conduit call out from the future generator to; PROVIDE (2) 3-1/2"C. TO ENCLOSED CIRCUIT BREAKER CB -OS AND (3) 1"C. TO DISTRIBUTION PANEL OS. 04/14/2016 Addendum No. 2 Spokane Valley City Hall Page 1 Sheet E6.02 1. Clarification: The SPARE circuit breakers in panel SDP shall be (1) 3P200A and the rest of the bus prepared space. 2. Clarification: The SPARE circuit breakers in panel HOS shall be (1) 3P100A and the rest of the bus prepared space. Sheet E6.04 1. Clarification: The SPARE circuit breakers in panel OS shall be (3) 1P20A & (1) 3P100A 04/14/2016 Addendum No. 2 Spokane Valley City Hall Page 2 APPROVED SUBSTITUTIONS: ACCEPTANCE OF SUBSTITUTIONS Add the following to accepted list of manufacturers at this time. This is an acceptance of quality only. No attempt has been made to check each item as to special features especially required by this project. It shall be the responsibility of the supplier, manufacturer, and Contractor to check all requirements before submitting for final approval. Final approval of exact features will be determined when submitting shop drawings for approval during construction period. For lighting substitutions, all final approvals are pending verification of photometric performance and operational requirements. Section Item Specified / Type Manufacturer/Product Approved 281300 Access Control System Genetec Security Center 5.4 Vicon Galaxy Control System 282300 Video Management System Genetec Security Center 5.4 ONSSI Ocularis 5.1 283100 Fire Alarm Simplex -Grinnell 265110 Interior Lighting Type Manufacturer A02, A02E Metalux, Daybrite, Columbia B15, B15E, B30, B30E Portfolio, Lightolier, Prescolite C24, C24E, C24S Metalux, Daybrite, Columbia C34 Kurtzon, Lamar, D14 Series Pinnacle, D18 Series As Specified D30 Series FineLite F05 As Specified MO1 Kurtzon, Lamar R04, R04E, R12, R12E As Specified R22, R22E As Specified T02, T03, T04 As Specified T12, T 12H Eureka TR1 As Specified X01 Sure-Lites, Emergi-Lite 265600 Exterior Lighting Type Manufacturer S02, S03, SO4, S23 McGraw Edison GLEON, Gardco PureForm S12, S13, S15 ANP Lighting, Hadco UX1 S30E, S30EP Visionaire VSC-1, U.S. Architectural S43E, S48, S48E Forum, Pinnacle S47W As Specified S50 Hydrel, Insight S60 As Specified S69 As Specified 04/14/2016 Spokane Valley City Hall Addendum No. 2 Page 3 Vendor Contact Information for Approved Substitution of Systems Specification Section 28 23 00 and 28 13 00 Access Control and Video Management System 1. Genetec Security Center 5.4, provided by Allied Fire and Security Inc. (509) 321-8805 Spokane, Washington. 28 13 00 Access Control 1. Galaxy Control System, provided by Camtek Inc. (509) 443-2609 Spokane, Washington. 28 23 00 Video Management System 1. ONSSI Ocularis 5.1, provided by Camtek Inc. (509) 443-2609 Spokane, Washington. 28 31 00 Fire Alarm 1. Simplex -Grinnell, provided by SimplexGrinnell. (509) 534-6055 END OF ELECTRICAL ADDENDUM NO. 5 04/14/2016 Addendum No. 2 Spokane Valley City Hall Page 4 NEW HAND HOLE. W2 (1) 2"C. EXISTING OVERHEAD r 11 UTIUTY LINES. \— (1) - (1) 2"C. STUB IN TO MAIN ELECTRICAL PDOM. f � 11 // (l 11 1/ _// // // PROVIDE 1"C. TO FACP. HL -7 30 5 1 W2 •••••••••• ��MAIN ELECTRICAL ROOM B106 L ENLARGED ELECTRICAL SITE PLAN SCALE: 1 "=20'-0" NOTES: 1. PROVIDE (1) 2"C. STUBBED INTO MAIN ELECTRICAL ROOM TO HAND HOLE AT FUTURE CROSSWALK LOCATION, AS SHOWN. 2. PROVIDE (2) UNDERGROUND HAND HOLES (QUAZITE #PG1118BA12) WITH FLUSH COVER (PG1118HA00**) VERIFY COVER LABEL WITH OWNER. Arciiitects West I"=. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/14/2016 Job #: 200215 ADD -02 E101-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\2002151Design\Dwgs\E1.01.dwg plotted by: Dmitri on Wed, April 13 2016 at 03:49 PM t(1) 2"C. NEW HAND HOLE. 011 ■■■■■■ II S50 BHL-5 // S15S50 BHL-7 BHL-5 S50 S50 BHL-5 BHL-5 S50 S50 BHL-5 BHL-5 47 1'C, 310 // R4 1 LCS // BHL-5 // 11 r * // _. . // II II II 1"C, 3€10 4 11 II KM LCS IIS ���i�;,.,�0�� \\ i - * 14 0 *i.tfl* ** \ . \\ 1********04;* •4* .!*1*1�1 *•. Ittnin ►!.4****-**fir:,•4 ":14$47:141 WP 1B-23 1-1/2"C. U/G Si f� atm min rna t=t t ENLARGED ELECTRICAL SITE PLAN SCALE: 1"=20'-0" NOTES: 1. PROVIDE (1) 2"C. STUBBED INTO MAIN ELECTRICAL ROOM TO HAND HOLE AT FUTURE CROSSWALK LOCATION, AS SHOWN. 2. PROVIDE (2) UNDERGROUND HAND HOLES (QUAZITE #PG1118BA12) WITH FLUSH COVER (PG1118HA00**) VERIFY COVER LABEL WITH OWNER. Arcilitects W est I "= SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/14/2016 Job #: 200215 ADD -02 E1.O1-02 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs\E1.01.dwg plotted by: Dmitri on Wed, April 13 2016 at 03:50 PM \j\\j\ NO SPLICES � �j\//\, I BUSHING, TYPICAL a a s ags e�p�e�°p°o�.• e°0��°..p�e�p�e��r.� ,e°0'�°•.g�°.°p°o�., rigrig��°ppc a- ° -:;`-�,--PROVIDE 3/4 MINUS GRAVEL 4. I'o P9O° tg�i ed PQ"iP'g?Po •41, `p".t4tp:. .ga"4'tt+ pR".� a\�� • � 6" DEEP BELOW & 6" BEYOND //A��/AAS/AAS/AAS/A���� \j ALL SIDES OF PULL BOX. jvv„y. jAAjAAjAAjAAj�V�jA`j�AjAj� INCOMING & OUTGOING CONDUITS, ���\����/��\\���/���� SIZE AS NOTED ON PLANS. F 1 UNDERGROUND PULL BOX DETAIL SCALE: N.T.S. Arc{,itects W est I r= SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/14/2016 Job #: 200215 ADD -02 E1.02-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:12002151Design\Dwgs\E1.02.dwg plotted by: Dmitri on Wed, April 13 2016 at 03:53 PM ROO' - F r--------- -------------- 57OOF 1111,1111,11 11111111,1111,1111,1111,1111,1111,1111,111 1111 cI 11 1,1 IlililYllilllml 1�111�1 MI PIES i • • 11111 II III I I 1,1 1111111 IIIIII 1111111 111111 II 1111,111 1 • • • • ._ LILSIL • • • • • • • • 111MIMMI 26 i 1111 !Filmdom YIR 1111sm111Y1 • • ■_ 11__ •� ■1--1 • MI. IMIUMMINNEM• I. � _- 27 \© _� YI�IIIIIIIII I I I I I I I I I I I 1 1 1 1 1 I I I I I I I I I I 1 I I I I 1 1 I 1 I I I 1 1 1 r I 1 25 5 1 W2 T.O. MAS. 42' - 0" THIRD FLOOR oik 28' - 0" SECOND FLOOR 14'-0" N FIRST FLOOR 0" EXTERIOR ELEVATION - WEST OVERALL SCALE: 1/8"=1'-0" Arciiitects West Inc. SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE. SPOKANE VALLEY, WA 99206 Phase: ADDENDUM Issue Date: 18 MARCH 2016 Revision: 04/14/2016 Job #: 200215 ADD -02 E4.41-01 ARCHITECTS WEST, INC. 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 208.667.9402 Copyright, 2016 All rights reserved. J:\200215\Design\Dwgs\E4.40-E4.41.dwg plotted by: Dmitri on Wed, April 13 2016 at 03:54 PM Architects West I:,�.. Arclhitecture • Landscape Architecture Spokane Valley City Hall Addendum No. 3 Issue Date: April 19, 2016 Project Name: Spokane Valley City Hall 1 Project Location: Spokane Valley, WA Owner Name: City of Spokane Valley This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 PM local time. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. CORRECTIONS TO ADDENDUM #2 Section 084113 — Aluminum -Framed Entrances and Storefronts 1. Paragraph 2.1: Delete 'Marlin' as an approved manufacturer. Section 107113 — Exterior Sun Control Devices 1. Paragraph 2.1: Delete 'Marlin' as an approved manufacturer. Sheets A3.01, 3.02, 3.03 1. Revise Drawings as follows: Change the color of Brick Types 1 and 3 from 'Chestnut' to 'Brown Varitone'. Brick Type 2, color shall remain as 'Goldenrod'. PROJECT MANUAL — ARCHITECTURAL Section 008000 — Supplementary Conditions Paragraph 11.1: Add sub -paragraph A: "Contractor shall purchase and maintain Builder's Risk insurance covering interests of the Owner, the Contractor, and Subcontractors of every tier, as Named Insureds, in the Work. Builder's Risk insurance shall be on a special form policy, and shall insure against the perils of fire and extended coverage and physical loss or damage, theft, vandalism, malicious mischief and collapse. The Builder's Risk insurance shall include coverage for temporary buildings, debris removal, and damage to materials in transit or stored off-site. Such insurance shall cover resulting "soft costs" including but not limited to design costs, licensing fees, architect's and engineer's fees, and costs due to delay in completion. Builder's Risk insurance shall be written in the amount of the completed value of the project, with no coinsurance provisions." The Contractor shall provide a full and certified copy of the insurance policy when the Contractor delivers the signed Contract for the work. Failure of Owner to demand such verification of coverage with these insurance requirements or failure of Owner to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. The Builders Risk insurance shall be maintained until final acceptance of the Work. 1509—Spokane Valley City Hall 04/19/16 Addendum No.3 Page 1 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com The Contractor and the Owner waive all rights against each other and any of their Subcontractors of every tier, agents, and employees, officers, and officials, for damages caused by fire or other perils to the extent covered by Builder's Risk insurance or other property insurance applicable to the work. The policies shall provide such waivers by endorsement. 2. Paragraph 11.11: Add this paragraph as follows: The Contractor shall provide Excess or Umbrella Liability insurance with limits of not less than 10 million each occurrence and annual aggregate. This excess or umbrella liability coverage shall be excess over and as least as broad in coverage as the Contractor's Commercial General and Auto Liability insurance All entities listed under Section 11.2 shall be named as additional insureds on the Contractor's Excess or Umbrella Liability insurance policy. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverages, or any combination thereof that achieves the overall required limits of insurance. Section 323113 — Chain Link Fences and Gates 1. Paragraph 2.2, A, 2: Add new: e: Fence Fabric Coating: Type 2-A. 2. Paragraph 2.3, 5: Replace: Frame coating: Powdercoat, color to match brown vinyl coating of fence fabric. 3. Paragraph 2.6, A, 1: Add new: b: Roller type: Internal Roller Assembly. 4. Paragraph 2.6, A, 2: Delete. Section 051200 — Structural Steel Framing 1. Paragraph 1.5: Delete 'C'. Section 087100 — Door Hardware 1. Replace Hardware Group #20 with the following: HW 20 2 EA CONTINUOUS HINGE CFM83SLFHD1 628 PEM 2 EA DUMMY PANIC 330 626 VON 2 EA OFFSET DOOR PULL 8190HD-0 630 IVE 1 EA SURFACE CLOSER 4111 EDA 689 LCN 1 EA AUTO OPERATOR 9542 689 LCN 2 EA SECURITY FLOOR STOP FS18S BLK IVE 2 EA ACTUATOR 8310-856 689 LCN 2 EA MOUNTING BOX 8310-868F LCN 2. Replace Hardware Group #21 with the following: HW 21 2 EA CONTINUOUS HINGE CFM83SLFHD1 628 PEM 1509—Spokane Valley City Hall 04/19/16 Addendum No.3 Page 2 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com 1 EA MULLION KR4854 689 VON 1 EA MORTISE CYLINDER 20-001 626 SCH 1 EA PANIC HARDWARE 33EO 626 VON 1 EA PANIC HARDWARE 33NL-OP 626 VON 1 EA RIM CYLINDER 20-057 626 SCH 1 EA ELECT. STRIKE 9500 630 HES 2 EA OFFSET DOOR PULL 8190HD-0 630 IVE 1 EA SURFACE CLOSER 4111 AVB EDA 689 LCN 1 EA SURFACE CLOSER 4111 EDA 689 LCN 2 EA SECURITY FLOOR STOP FS18S BLK IVE 1 SET SEALS S88D DKB PEM 1 EA DOOR SWEEP 315CN AL PEM 1 EA THRESHOLD 172A AL PEM 1 EA ACTUATOR 8310-856 689 LCN 1 EA MOUNTING BOX 8310-868F LCN 1 EA WEATHER RING 8310-800 LCN ACCESS CONTROL BY OTHERS Section 092900 — Gypsum Board 1. Paragraph 3.6, D: Change Finish Level Descriptions as follows: Level 3: Panels to be covered with Vinyl Wall Covering. Primer and its application to surfaces are specified in section 099123 "Interior Painting". Level 4: All Exposed panels not covered by other finishes, and not designated as 'Level 5'. Level 5: Smooth finish. Provide this level at all panels in the following rooms: 1. N101 2. S102 3. S103 4. N212 5. S201 6. S2-01 7. S2-02 8. S2-03 9. S301 10. S303 11. N301 Section 095113 — Acoustical Panel Ceilings 1. Paragraph 2.7, C, 2: Change height to 2". Room Finish Schedule 1. Room S101: Change Ceiling finish to be: Exposed structural wood deck and beams, clear finish to match exterior wood deck and beams. DETAIL MANUAL — N/A 1509—Spokane Valley City Hall 04/19/16 Addendum No.3 Page 3 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com DRAWINGS Sheets A1.00, A1.01, A1.10, A1.20, A1.30 1. Add Note: Refer to Details 9.108, 9.109, and 9.110 for top of wall, and base of wall details for all STC rated walls. Sheets A2.00, A2.01, A2.02, A2.10, A2.20, A2.30, A2.40 1. Delete General Note #18. Sheets A2.40 1. Drawing #1: For the storage building wall construction, from 3'-0" a.f.f. to the bottom of the soldier course, in lieu of double-wythe masonry construction, it is acceptable to use 4x12x8 single-wythe structural clay tile, with solid grouted cells. Sheets A9.31 1. Window Type W-AS.9: Add note: Refer to Window Schedule and Floor Plans for operable window requirements. Operable windows to be located within the window type similar to Type W-AS.10 when required by the Floor Plan and Window Schedule. ATTACHMENTS: No. Pages Discipline/Consultant 3 Structural 2 Electrical END OF ADDENDA No. 3 1509—Spokane Valley City Hall 04/19/16 Addendum No.3 Page 4 of 4 210 East Lakeside Avenue 1 Coeur d'Alene, Idaho 83814 I ph 208-667-9402 I fx 208-667-6103 www.architectswest.com DCI en�i neeras o Seattle • Portland Spokane °' San Diego • Austin • Irvine • San Francisco Anchorage • Los Angeles April 19, 2016 City of Spokane Valley City Hall Spokane Valley, WA Structural Addendum No. 3 The additions, clarifications and corrections contained herein shall be made to the Project Manual and Drawings for the above referenced project and shall be included in the scope of work and proposals being submitted. (Note: Reference made below to the Project Manual and Drawings shall be used as a general guide only. Bidder shall determine the full extent of the work affected by the Addendum items.) DETAIL MANUAL— STRUCTURAL Detail S5.059 1. Revise detail. DRAWINGS — STRUCTURAL Sheet S1.20 1. Under Metal Roof and Floor Deck, revise the Deck Fastening section to read the following: DECK FASTENING: Minimum deck fastening shall be as follows, unless noted otherwise on the drawings: At steel framing: • (4) 1/2" diameter puddle welds per sheet at transverse and perimeter supports, • 1/2" diameter puddle welds at 18" OC at longitudinal supports, • Button punch side laps at 24" o.c. At glulam and wood framing: • (7) #10 screws per sheet at transverse and perimeter supports • #10 screws at 18" o.c. a longitudinal supports • Button punch side laps at 24" o.c. 707 W 2nd Avenue Spokane, WA 99201 Phone (509) 455-4448 Service I n novation Val u e 2. Under Wood Framing, revise the Table for T & G Decking to read as follows: TABLE of T&G DECKING Member Use Size Species Grade T&G 2x6, 3x6 Doug -Fir Larch Architectural 3. Under Wood Framing, revise the structural sheathing table to read as follows: TABLE of SHEATHING - Use, Minimum Thickness and Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Roof 15/32" 40/20 C -D 1 Roof 19/32" 40/20 C -D 1 Roof 23/32" 48/24 C -D 1 Sheet S4.1 1. On details 1, 7, and 9 add note that bidder designed bridging and strongbacks may be supplied at contractor option if stamped calculations are provided. Sheet S5.2 1. Add an additional line to the table on 10/S5.1 for 10 ft openings: "At 10 ft openings reference 1/S5.079 for veneer support. 2. Add an additional line to the table on 11/S5.1 for 10 ft openings. At 10 ft openings use (4) 8005162-43 kings studs 1 SCAFCO PLCI CLIP AT EA STUD L6x4x5/16 (LLV) RADIUSED METAL DECK PER PLAN 3/16 / 1/4 2 .411 ERECTION BOLT PER JOIST SUPPLIER BEAM PER PLAN TRACK CONN PER 1/S4.017 OWSJ PER PLAN HSS8x6x3/8 (LLH) RADI USED SUPPORT W/ (2) TRIMMER STUDS & (4) KING STUDS REFERENCE 1/S5.079 FOR ADDITIONAL INFO 0 ti PER PRECAST\ DESIGNER / SECTION AT CHAMBER WINDOW SCALE: 1" = 1'-0" 0 0 a° VENEER PER ARCH AIRSPACE PER ARCH INSULATION PER ARCH 8005162-43 @ 24"OC SHTHG PER ARCH PRECAST PER ARCH 4V/ Architects West SPOKANE VALLEY CITY HALL 10210 EAST SPRAGUE AVE., SPOKANE VALLEY, WA 99206 Phase: Construction Documents IssueDate: 18MARCH2O16 Revision: 04119116 Job #: 15041-0106 ARCHITECTS WEST, INC. 210 East Lakeside Aveooe Coeur dAleoe, ID 83814 208 667 9402 Copyrlgkt, 2016 All rights reserved AD -03 S5.059 PLOTTED 4/19/2016 9:05:33 AM FILE PATH C:1_Iocalrevit\Struct-15041-0106-R2016_SPO-87_opovolny.rvt DEI Electrical Consultants Spokane Valley City Hall Spokane Valley, Washington DEI Electrical Consultants, Inc. 2205 N. Woodruff Rd, Ste #5 Spokane Valley, WA 99206 Electrical ADDENDUM NO. 3 April 19, 2016 Phone 509/747-5139 Fax 509/623-1555 This addendum is hereby incorporated into the bidding documents for the General, Structural, Mechanical and Electrical construction of the above referenced project bidding April 21, 2016, at 2:00 p.m. local time. The additions, clarifications, and corrections contained herein shall be made to the Project Manual, Drawings and Schedules for the above referenced project, and shall be included in the scope of work and proposals to be submitted. The corrections, clarifications, changes and approvals herein shall become an integral and binding part of any contract entered into between the Owner, Contractor and his successful sub -bidders. PROJECT MANUAL — ELECTRICAL Section 26 0533 1. Change the extra material quantity of/z" flex steel conduit to 300', flexible steel conduit box connectors to 30 and flexible steel conduit straps to 60. 2. Add (30) telecommunications outlet rough -ins including the following material for each rough -in: • (1) 4-11/16" square, 2-1/2" deep steel box • (1) single gang ring • (10') of 1" EMT conduit • (1) long radius sweep Section 27 1500 1. Delete 2.13, A3 DRAWINGS — ELECTRICAL Sheet E0.02 1. Change the disconnect description for BC1-BC10 to 2P30A fused (size as indicated). 2. Clarification: The disconnecting means for all AC & BC equipment may be General Duty instead of Heavy Duty. Sheet E1.01 1. Clarification to site lighting control; Exterior area site lighting shall be switched only. The 0-10V dimming outputs in LDM4 control panel are provided as provisions for future. Sheet E3.00 -E3.02 1. Add duct smoke detectors, relays and 120V power to two fire/smoke dampers (per detail D/E7.02) located in room B103. Utilize circuit 1A-18. See M2.00 for location. 2. Add Panel BHL to the enlarged plan as shown on the 1/8" scale plan. 04/19/2016 Spokane Valley City Hall Addendum No. 3 Page 1 Sheet E3.10 1. Add duct smoke detectors, relays and 120V power to two fire/smoke dampers (per detail D/E7.02) located in Chase 276 wall. Add to circuit 1C-29. See M2.10 for location. Sheet E3.20 1. Add duct smoke detectors, relays and 120V power to two fire/smoke dampers (per detail D/E7.02) located in Chase 274 wall. Add to circuit 1C-29. See M2.20 for location. 2. Change the Fire/Smoke damper circuit at stair S1-02 to 1C-29. 3. Change the Fire/Smoke damper circuit at stair S3-02 to 1B-8. 4. Add a second Fire/Smoke damper connection, relays & duct smoke detector at stair S3-02. See M2.20 for location. 5. Delete the open diamond symbol next to WB1 in S213. 6. Add 120V connections to the motorized window shades in Conference room N212, windows N212A & N212B. See Architectural. Utilize circuit 2A-21. Provide installation of controllers furnished with motorized shades. Locate the controllers on the north wall adjacent to window N212A. Sheet E3.30 1. Add duct smoke detectors, relays and 120V power to two fire/smoke dampers (per detail D/E7.02) located in Chase 273 wall. Add to circuit 1C-29. See M2.30 for location. 2. Change the Fire/Smoke damper circuit at stair S1-03 to 1C-29. 3. Change the Fire/Smoke damper circuit at stair S3-03 to 1B-8. 4. Delete the open diamond symbol next to WB1 in S310, S315 & S318. Sheet E5.01 1. Add circuit home runs SR -9 to serve the FACP and SR -11 to serve the security alarm panel in Server Room S215. 2. Add a 4-plex receptacle on dedicated circuit SR -13 located at the Security Electronics patch panels (keynote 5). Sheet E6.03 1. Add the FACP to circuit SR -9, the Security Alarm panel to SR -11 and the Security Electronics patch panel to circuit SR -13. Sheet E6.01 1. Add a 1 "C. Stubbed into the ceiling space from the data outlet shown in detail B. 04/19/2016 Spokane Valley City Hall Addendum No. 3 Page 2 Architectural Manual For Spokane Valley City Hall 3-18-16 Ai/V Arcllitcct5 West Inc. Architecture • Landscape Architecture 210 East Lakeside Avenue, Coeur d'Alene, ID 83814 Ph: 208.667.9402 Fx: 208.667.6103 www.architectswest.com Set No. ARCHITECTURAL MANUAL Spokane Valley City Hall OWNER: City of Spokane Valley 11707 East Sprague Avenue, Ste. 106 Spokane Valley, WA 99016 ARCHITECT & LANDSCAPE ARCHITECT: ARCHITECTS WEST, INC. 210 E. Lakeside Avenue, Coeur d'Alene, ID 83814 Ph: (208) 667-9402; Fx: (208) 667-6103 Civil & Structural Engineer: DCI Engineers 707 W. 2nd Ave. Spokane, WA 99201 Ph: (509) 455-4448; Fx: (509) 455-7492 Acoustical Engineer: Stantec 4100 194th Street SW, Ste. 400 Lynnwood, WA 98036 Ph: (206) 667-0555; Fx: (206) 667-0554 Interior Design & Furnishings: Design Source 804 South Monroe Spokane, WA 99204 Ph: (509) 455-8740; Fx: (509) 747-5806 Mechanical Engineer: MSI Engineers 108 N. Washington, Ste. 505 Spokane, WA 99201 Ph: (509) 624-1050; Fx: (509) 624-2420 Electrical Engineer: DEI Electrical Consultants 2205 N. Woodruff Road, Ste. 5 Spokane Valley, WA 99206 Ph: (509) 747-5139; Fx: (509) 623-1555 Fire Protection Engineer: FP Engineering S. 4420 Tampa Drive Spokane, WA 99223 Ph: (509) 448-1976; Fx: (509) 448-9133 AW #1509 03/18/16 SECTION 000100 - TABLE OF CONTENTS DOCUMENTS -- INTRODUCTORY INFORMATION, BIDDING REQUIREMENTS, AND CONTRACT REQUIREMENTS 001000 — ADVERTISEMENT FOR BID 002000 — INSTRUCTIONS TO BIDDERS 003000 — INFORMATION AVAILABLE TO BIDDERS SUBSTITUTION REQUEST FORM 004100 — BID FORM 005000 — AGREEMENT 007000 — GENERAL CONDITIONS 008000 — SUPPLEMENTARY CONDITIONS BID BOND PAYMENT BOND PERFORMANCE BOND DIVISION 1-- GENERAL REQUIREMENTS 011000 — SUMMARY 012300 — ALTERNATES 012500 — SUBSTITUTION PROCEDURES 012600 — CONTRACT MODIFICATION PROCEDURES 012900 — PAYMENT PROCEDURES 013100 — PROJECT MANAGEMENT AND COORDINATION 013200 — CONSTRUCTION PROGRESS DOCUMENTATION 013233 — PHOTOGRAPHIC DOCUMENTATION 013300 — SUBMITTAL PROCEDURES 013301 — LICENSING AGREEMENT FOR ARCHITECTS DIGITAL FILES 014000 — QUALITY REQUIREMENTS 015000 — TEMPORARY FACILITIES AND CONTROLS 015639 — TEMPORARY TREE AND PLANT PROTECTION 016000 — PRODUCT REQUIREMENTS 017300 — EXECUTION 017329 — CUTTING AND PATCHING 017419 — CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 1 017700 — CLOSEOUT PROCEDURES 017823 — OPERATION AND MAINTENANCE DATA 017839 — PROJECT RECORD DOCUMENTS 017900 — DEMONSTRATION AND TRAINING 019113 — GENERAL COMMISSIONING REQUIREMENTS DIVISION 2 - EXISTING CONDITIONS 024119 — SELECTIVE DEMOLITION DIVISION 3 -- CONCRETE 030510 — CONCRETE WATERPROOFING ADMIXTURE 033000 — CAST -IN-PLACE CONCRETE 034500 — PRECAST ARCHITECTURAL CONCRETE DIVISION 4 -- MASONRY 042000 — UNIT MASONRY 044313.13 — ANCHORED STONE MASONRY VENEER DIVISION 5 051200 — 052100 — 053100 — 054000 — 055113 — 055213 — 055313 — 057300 — -- METALS STRUCTURAL STEEL FRAMING STEEL JOIST FRAMING STEEL DECKING COLD -FORMED METAL FRAMING METAL PAN STAIRS PIPE AND TUBE RAILINGS BAR GRATINGS DECORATIVE METAL RAILINGS DIVISION 6 -- WOOD ANI) PLASTICS 061000 — ROUGH CARPENTRY 061516 — WOOD ROOF DECKING 061600 — SHEATHING 061753 — SHOP -FABRICATED WOOD TRUSSES 061800 — GLUED -LAMINATED CONSTRUCTION 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 2 064116 — PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064600 — WOOD TRIM DIVISION 7 -- THERMAL AND MOISTURE PROTECTION 071113 — BITUMINOUS DAMPPROOFING 071900 — WATER REPELLENTS 072100 — THERMAL INSULATION 072119 — FOAMED -IN-PLACE INSULATION (ALTERNATE #9) 072600 — VAPOR RETARDERS 073113 — ASPHALT SHINGLES 074213.23 — METAL COMPOSITE MATERIAL WALL PANELS 074293 — SOFFIT PANELS 075323 — ETHYLENE -PROPYLENE -DIENE -MONOMER (EPDM) ROOFING 076200 — SHEET METAL FLASHING AND TRIM 077100 — ROOF SPECIALTIES 077200 — ROOF ACCESSORIES 078413 — PENETRATION FIRESTOPPING 079200 — JOINT SEALANTS DIVISION 8 -- DOORS AND WINDOWS 081113 — HOLLOW METAL DOORS AND FRAMES 081416 — FLUSH WOOD DOORS 083113 — ACCESS DOORS AND FRAMES 083500 — SIDE -FOLDING GRILLES 084113 — ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 084229.33 — SWINGING AUTOMATIC ENTRANCES 087100 — DOOR HARDWARE 088000 — GLAZING DIVISION 9 -- FINISHES 092116.23 — GYPSUM BOARD SHAFT WALL ASSEMBLIES 092216 — NON-STRUCTURAL METAL FRAMING 092900 — GYPSUM BOARD 093013 — CERAMIC TILING 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 3 095113 - ACOUSTICAL PANEL CEILINGS 095426 - LINEAR WOOD CEILINGS (ALTERNATES #4 AND #5) 096513 - RESILIENT BASE AND ACCESSORIES 096519 - RESILIENT TILE FLOORING 096813 - TILE CARPETING 097200 - WALL COVERING 098433 - SOUND -ABSORBING WALL UNITS 099113 - EXTERIOR PAINTING 099123 - INTERIOR PAINTING DIVISION 10 -- SPECIALTIES 101100 - VISUAL DISPLAY SURFACES 101400 - SIGNAGE 101419 - DIMENSIONAL LETTER SIGNAGE 101426 - POST AND PANEL/PYLON SIGNAGE 102113.13 - METAL TOILET COMPARTMENTS 102600 - WALL AND DOOR PROTECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES 104413 - FIRE EXTINGUISHER CABINETS 107113 - EXTERIOR SUN CONTROL DEVICES 107500 - FLAGPOLES DIVISION 12 -- FURNISHINGS 122113 - LOUVER BLINDS 122413 - ROLLER WINDOW SHADES 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS 124813 - ENTRANCE FLOOR MATS AND FRAMES DIVISION 14 - CONVEYING SYSTEMS 142400 - HYDRAULIC ELEVATORS DIVISION 31- 33 - SITE 311000 - SITE CLEARING 312000 - EARTH MOVING 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 4 321216 — ASPHALT PAVING 321313 — CONCRETE PAVING 321713 — PARKING BUMPERS 321723 — PAVEMENT MARKINGS 323113 — CHAIN LINK FENCES AND GATES 323121 — ALUMINUM LOUVER FENCES AND GATES 328400 — PLANTING IRRIGATION 329113 — SOIL PREPARATION 329200 — TURF AND GRASSES 329300 — PLANTS END OF TABLE OF CONTENTS 02/22/16 TABLE OF CONTENTS Spokane Valley City Hall (1509) 000100 - 5 SECTION 001000 - ADVERTISEMENT FOR BID Spokane Valley City Hall Sealed bids for the new Spokane Valley City Hall will be received by the City of Spokane Valley, at 11707 E. Sprague Ave., Suite 106, Spokane Valley, WA 99206 at the main Reception Desk for the construction of the new Spokane Valley City Hall. The official bid clock shall be the clock on the North wall of the Council Chamber. Sealed base bids must be received by 2:00 p.m. on April 21, 2016, and must be marked "Sealed Bid - Spokane Valley City Hall". Sealed bids for alternate work and subcontractor listing required by RCW 39.30.060 for base contract and for alternate work must be received by 3:00 p.m. on April 21, 2016. Bids must be accompanied by bid security in an amount not less than of 5% of the base bid, and a properly executed non -collusion certificate. Late bids shall not be considered. Sealed bids will be opened and publicly read at 3:00 p.m. on April 21, 2016. General Contractors may obtain two (2) set of documents by depositing Four Hundred Dollars ($400.00) per set plus a non-refundable fee of $20.00 per set for handling to be submitted by separate checks to Architects West, 210 E. Lakeside Avenue, Coeur d'Alene, ID 83814. Plan deposits will be returned to actual General and Subcontractor bidders upon return of all contract documents; PROVIDED documents are returned in good, unmarked, and unmutilated condition within ten (10) days after the time set for receiving bids. Copies of the bid packet including specifications and plans may also be obtained in PDF format by downloading from the Spokane Valley FTP site. To obtain the FTP site instructions and password, Bidders must contact Architects West at (208) 667-9402, Monday through Friday from 8:00 a.m. to 5:00 p.m. All Bidders obtaining documents will be placed on the Plan Holders List. Any addenda to this project will be sent only to those Bidders on the Plan Holder's list. A complete set of contract documents will also be filed with: Associated Builders & Contractors, 1760 E. Trent Ave., Spokane, WA 99202 Abadan Regional Plan Center, 603 E. 2nd Ave., Spokane, WA 99202 Spokane Regional Plan Center, 209 N. Havana, Spokane, WA 99202 A Pre-bid Conference will be held on March 29, 2016, at City Hall in the Council Chamber at 3:00 p.m. The conference is non -mandatory. 03/18/16 ADVERTISEMENT FOR BID Spokane Valley City Hall (1509) 001000 - 1 Bids shall remain valid for a period of sixty calendar days from the date of bid opening and no bid may be withdrawn during this period. The City of Spokane Valley is an equal opportunity employer and encourages bids from all interested and qualified parties. The City of Spokane Valley reserves the right to reject any or all bids and to waive minor informalities and minor irregularities in any bid or the bid process. CITY OF SPOKANE VALLEY Christine Bainbridge, MMC Spokane Valley City Clerk Publication Dates: 03/18/2016 and 03/25/2016 END OF SECTION 001000 03/18/16 ADVERTISEMENT FOR BID Spokane Valley City Hall (1509) 001000 - 2 002000 - INSTRUCTIONS TO BIDDERS PART 1 - GENERAL 1.01 RECEIPT OF BIDS A. Sealed Bids, to be entitled to consideration, shall be made in accord with Advertisement for Bids and following instructions. B. Each Bid shall be sealed and submitted in a sealed envelope to the City of Spokane Valley at 11707 E. Sprague Ave., Suite 106, Spokane Valley WA, 99206, at the Main Reception Desk. Late Bids received shall not be considered. 1.02 DEFINTIONS A. "Addenda" are written or graphic instruments issued prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections. B. "Alternate" See Paragraph 1.3 of Specification Section 012300. C. "Award" means the formal decision by the Owner notifying a responsible Bidder with the lowest responsive Bid of the Owner's conditional acceptance of the Bid and intent to enter into a contract with the Bidder. D. "Bid" is a complete and properly signed proposal to do the Work or designated portion thereof, submitted in accordance with the Bidding Documents, for the sums therein stipulated. A Bid may be in more than one Part to be received at different times, and a complete Bid will consist of all such Parts. E. "Bid Date" is the day and hour(s) specified in the Bidding Documents, as may be changed through an Addendum, by which Bidders are required to submit Bids to the Owner. F. "Bid Form" is the form(s) that are included with the Bidding Documents through which a Bidder submits a Bid. The Bid Foiiu may consist of several Parts that are submitted at different times. G. A "Bidder" is a person or entity who submits a Bid. H. "Bidding Documents" are the Advertisement for Bids, Instructions to Bidders, the Bid Form, any other sample bidding and contract forms, the Bid Bond, and the proposed Contract Documents, including any Addenda issued prior to receipt of Bids. I. "Contract" and "Agreement" mean the entire integrated agreement between Owner and the contractor for the performance of the Work. J. The "Contract Documents" consist of the following: 1. Architectural Manual dated: 03/18/16 2. Mechanical/Electrical Manual dated: 03/18/16 3. Detail Manual dated: 03/18/16 4. Drawings dated: 03/18/16 5. Published Addenda 6. Completed Bid Form 7. Executed AIA A101 Agreement of the Agreement Between Owner and Contractor 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 1 K. "Owner" and "City" mean the City of Spokane Valley. L. "Substantial Completion" and "Final Completion" are defined in the A201 General Conditions. M. The term "Work" means the labor, materials, equipment, supplies, services, other items, and requirements of the Contract necessary for the execution, completion and performance of all work required by the Contract Documents . N. Unless the context requires otherwise, terms that are not defined shall have the same meaning as set forth in the Contract Documents. 1.03 ELIGIBILITY TO BID To be eligible to bid, each Bidder shall: 1. At the time of Bid submittal, have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW; and 2. Have a current Washington Unified Business identifier (UBI) number; and 3. If applicable: (a) Have Industrial Insurance (workers' compensation) coverage for the Bidder's employees working in Washington, as required in Title 51 RCW; and (b) Have a Washington Employment Security Department number, as required in Title 50 RCW; and (c) Have a Washington Depaiti lent of Revenue state excise tax registration number, as required in Title 82 RCW; and 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3); and 5. Until December 31, 2013, not have violated more than one time the off-site, prefabricated, non- standard, project specific items reporting requirements of RCW 39.04.370. 1.04 EXAMINATION OF SITE AND CONDITIONS OF WORK A. Before submitting a Bid, the Bidder must carefully examine the Bidding Documents and Contract Documents, and the Project site, including any existing buildings, and must have satisfied itself as to the nature, location, character, quality and quantity of the Work, the labor, materials, equipment, goods, supplies, work, services and other items to be furnished, and all other requirements of the Contract Documents. The Bidder must also satisfy itself as to the conditions and other matters that may be encountered at the Project site or affect perfonnance of the Work or the cost or difficulty thereof, including but not limited to those conditions and matters affecting: transportation, access, disposal, handling and storage materials, equipment and other items; availability and quality of labor, water, electric power and utilities; availability and condition of roads; climate conditions and seasons; physical conditions at the Project site and the surrounding locality; topography and ground surface conditions; and equipment and facilities needed preliminary to and at all times during the perfonnance of the Work. The failure of the Bidder fully to acquaint itself with any applicable condition or matter shall not in any way relieve the Bidder from the responsibility for performing the Work in accordance with, and for the Contract Sum and within the Contract Time provided for in, the Contract Documents. The successful Bidder, insofar as possible, in carrying out the Work shall employ such methods or means as will not 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 2 cause any interruption of or interference with work of any other trade or contractor working directly for Owner. B. Bidder's attention is directed to the fact that all applicable Federal/State Laws, City/County ordinances, and rules and regulations of all authorities having jurisdiction over Project construction shall apply to contract throughout, and such laws, rules and regulations are hereby deemed to be included in the Contract as though herein written out in full. C. By submitting a Bid, each Bidder shall be held to represent that Bidder has made the foregoing examination in complete detail and has determined beyond doubt that Contract Documents and existing conditions are sufficient, adequate, and satisfactory for construction work under the proposed contract. 1.05 PRE-BID CONFERENCE A. A pre-bid conference for prospective Bidders will be held on Tuesday, March 29, 2016, at 3:00 p.m. at Spokane Valley City Hall, 11707 E. Sprague Ave., Council Chambers, Spokane Valley, WA. This pre- bid conference is not mandatory. 1.06 INTERPRETATIONS AND/OR CORRECTIONS OF BIDDING DOCUMENTS A. Written request for requiring clarification or interpretation. Should Bidder find discrepancies in, omissions from or be in doubt as to true meaning of any part of Contract Documents, Bidder shall at once submit to Architect a written request for an interpretation thereof. All questions about the meaning or intent of the Contract Documents are to be directed to Steve Roth, Architect, stever@architectswest.com. Only answers in formal written Addenda shall be binding on the Owner. Oral and other interpretations or clarifications shall be without legal effect. Requests received less than seven work days before proposals are to be received, may not be answered. B. Notify Architect. Bidders and sub -bidders shall promptly notify the Architect of any ambiguity, inconsistency, or error which they may discover upon examination of the Bidding Documents or of the site and local conditions. All Bidders and sub -bidders shall thoroughly familiarize themselves with specified products and installation procedures and submit to the Architect any objections (in writing) no later than 10 days prior to the Bid Date. The submittal of the Bid constitutes acceptance of products and procedures specified as sufficient, adequate, and satisfactory for completion of the Contract. 1.07 ADDENDA Any interpretation, correction or change of the Contract Documents shall be made by Addenda. Interpretations, corrections or changes to the Contract Documents made in any other manner shall not be binding, and Bidders shall not rely upon such interpretations, corrections and/or changes. Addenda will be on file in Architect's office at least 48 hours before Bids are received. In addition, Addenda will be provided to each plan holder of record, but it shall be Bidder's responsibility to make inquiry as to Addenda issued. All such Addenda shall become part of Contract and Bidders shall be bound by such Addenda, whether or not received by Bidders. 1.08 APPROVAL OF SUBSTITUTIONS A. Standard. The materials, products, procedures and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance, and quality that must be met by any proposed substitution. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 3 B. Bids shall be based upon materials and equipment described in the Bidding and Contract Documents. C. In order to establish a basis of quality, certain materials and articles are specified by designating one or more manufacturer's names, brands or model numbers. It is not the intent of the Contract Documents to exclude other materials or articles that measure up to the standard of those specified. Therefore, substitutions may be made only under the following conditions (Bidders shall not rely upon approvals made in any other manner.): 1. Method #1: Substitution procedure. No substitution will be considered prior to receipt of Bids unless the Architect receives a written request for approval on a substitution request form for the Project, with all data requested on the form, at least 10 days prior to the date for receipt of Bids. Each such request shall include the name of the material or equipment proposed to be replaced and a complete description of the proposed substitute, including drawings, cuts, performance and test data and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or other Work that incorporation of the substitute would require shall be included. The proposer has the burden to prove the merit of the proposed substitute; by proposing the substitution, the Bidder represents that it has personally investigated the proposed material or product and determined that it is equal or better in all respects to that specified, that the same or better warranty will be provided for the substitution, that complete cost data, including all direct and indirect costs of any kind, has been presented, and that it will coordinate the installation of the substitute if accepted and make all associated changes in the Work. The City's decision of approval or disapproval of a proposed substitution shall be final. Written requests for approval shall constitute a guarantee by the Bidder that the articles or materials are in all respects, including warranty, equal or superior to those specified, unless otherwise noted. To the extent the proposed substitution will require additional services by the Architect or its consultants after Bid award, the Bidder, if successful, will be required to pay the Architect or its consultants for these services at their customary hourly rates. If the Architect approves a proposed substitution prior to receipt of Bids, the approval shall be set forth in a written Addendum. Bidders shall not rely upon approvals made in any other manner. 2. Method #2: After award of Contract, no substitution will be permitted unless approved by Owner and Architect and an approved price adjustment is agreed upon, and procedures outlined in Spec Section 016000 — Product Requirements. 3. Note: Substitutions will not be considered if, for their implementation, they require a revision of Contract Documents in order to accommodate their use. 4. All substitution requests shall be submitted on the approved substitution request form as included in this Architectural Manual. 1.09 BUILDING PERMIT/PLAN REVIEW FEES/TAXES A. The Owner has paid and/or will pay for the following permits and fees: a. Building Permit and Plan Check Fee. b. Fire Department Plan Review and Inspections. c. Demolition pennits and fees i. The following permanent connection costs and fees will be paid by the Owner: ii. Water Meters Only Cost iii. Water System Equity Buy -In Fees iv. Sewer Connection Fee 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 4 v. Collection Line Use Fee vi, Sewer System Equity Buy -1n Fee vii. Fire Line Connection Fees B. The Contractor shall secure and pay for all other mechanical, electrical and plumbing permits and governmental fees, licenses, temporary connection fees, and inspections necessary for proper execution and completion of the Work which are customarily secured after execution of the Contract and which are legally required when Bids are received or negotiations concluded. C. The Contractor shall pay for the use of municipal or private property for storage of materials, parking, temporary obstructions, enclosures, opening and patching of streets, etc., off of the property arising from construction and completion of the Work. D. Washington State Sales Tax shall not be included in the Bid. 1.10 TIME OF COMPLETION Bidder shall agree to commence the Work as directed in written `Notice to Proceed' and shall achieve Substantial Completion and Final Completion by the dates stated in the Contract Documents. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work, including the work required by all possible Alternates, and the Bidder explicitly understands that the timely completion of the project is essential to the Owner. Bidder shall also agree to pay liquidated damages as set forth in the Contract Documents. 1.11 WORK SCHEDULE A. The Work shall be conducted in a single phase as shown and described in the Contract Documents. B. Before commencing Work, Contractor shall submit a copy of the Contractor's construction schedule showing the sequence, commencement and completion dates, and move -out and -in dates of Owner's personnel. C. It is the intent of the Owner to execute a Contract and notice to proceed for the Work no later than May 16, 2016. D. The Contractor shall achieve Substantial Completion by 08/02/2017, as that day may be adjusted under the Contract Documents. The Contractor shall achieve Final Completion 45 days after Substantial Completion. 1.12 LIQUIDATED DAMAGES The timely completion of this Project is essential to the Owner. The Owner will incur serious and substantial special, incidental and consequential damages if Substantial Completion and Final Completion of the Work does not occur within the Contract Time; however, it would be difficult if not impossible to determine the amount of such damages, which could include, for example, personnel and overtime costs, transportation costs, design fees, governmental fees, storage costs, portable and off-site rental, loss of use and lost opportunities. Consequently, provisions for liquidated damages are included below. The Owner's right to liquidated damages is not affected by partial completion, occupancy, or beneficial occupancy. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 5 The Owner will assess, and the Contractor shall be responsible for, liquidated damages of $2,000 for each calendar day beyond the date that Substantial Completion is not achieved. If the Owner elects, the Owner may complete all uncompleted Contract Work and back charge the Contractor for all costs incurred, in addition to the liquidated damages. 1.13 LEGAL COMPLIANCE The Contractor shall be required to comply with all applicable state Federal and local statutes, ordinances, rules and regulations, including but not limited to: 1. RCW 18.27 Contractors Registration 2. RCW 39.08 General Contractors Bonding 3. RCW 39.12 Wage Rates 4. RCW 49.28 Hours of Labor 5. RCW 49.60 Non Discrimination 6. RCW 70.92 Handicap Requirements 7. RCW 60.28 Retainage 1.14 BIDDER'S REPRESENTATIONS By making its Bid, Bidder represents: A. Bidder has conducted an examination as set forth in paragraph 1.04 Section A above. B. Bidder has read and understands the Bidding and Contract Documents. C. Bidder is eligible to bid as set forth in Section 1.03. 1.15 DIVISIONS OF CONTRACT DOCUMENTS The Contract Documents are divided into parts, divisions, and sections for convenient organization and reference. Generally, there has been no attempt to divide the Specification sections into Work performed by the various building trades, any Work by separate contractors, or any Work required for separate facilities in or phases of the Project. 1,16 SUBMISSION OF BIDS A. Bids shall be enclosed in an opaque sealed envelope marked "Sealed Bid — Spokane Valley City Hall". Bidder's name shall appear on outside of this sealed envelope. Bids are to be delivered at the specified time and to the place for receipt of Bids. B. Oral Bids, telegraphic Bids, faxed Bids, telephonic Bids, oral modifications, telegraphic modifications and telephonic modifications of Bids shall not be considered. C. Base Bid Fon-ns: Due at Time stated in Advertisement for Base Bids. For BASE BID see Section 004100 — Bid Form For BID SECURITY See Section 004100 — Bid Form for Contractor's Bid Deposit Surety Bond For Non -Collusion Certification see 004100 — Bid Form for Non -Collusion Certificate D. SUPPLEMENTARY BID FORMS: Due one hour after Base Bids. 1. Subcontractor List 03/18/16 Spokane Valley City Hall (1509) INSTRUCTIONS TO BIDDERS 002000 - 6 2. List of Alternates E. The Bid Form shall be completed in ink. Bids that contain omissions, erasures or irregularities of any kind may be rejected. Any qualification, addition, limitation or provision attached to or contained in a Bid may render the Bid non-responsive and not eligible for award. No oral, facsimile, telegraphic or telephonic Bids or modifications will be considered. F. All Bids shall be signed by the Bidder, or the Bidder's authorized representative. If the Bid is made: 1. By an individual, the Bidder's name, signature, and address must be shown; 2. By a partnership or joint venture, it shall contain the names of each partner, the mailing address of the partnership or joint venture and shall be signed in the firm name, followed by the signature of the person signing, indicating that person's position in the partnership or joint venture; 3. By a corporation or limited liability company ("LLC"), the name of the state under the laws of which the corporation or LLC is chartered, the name and post office address of the corporation or LLC and the title of the person who signs on behalf of the corporation or LLC must be shown. G. Upon the City's request, the Bidder shall provide copies of the articles of incorporation, bylaws, resolutions of board of directors, partnership papers, joint venture agreements, and any other documents evidencing the legal status of the Bidder and the authority of the Bidder's officer or representative who signed the bid on behalf of the Bidder. 1.17 SUBCONTRACTOR LIST A. As required by RCW 39.30.060, each Bidder shall submit the names of the subcontractors with whom the Bidder, if awarded the Contract, will subcontract directly (i.e. not lower- tier subcontractors) for performance of the work of heating, ventilation, and air conditioning (HVAC), plumbing, and electrical, or name itself for the work. The Bidder shall not list more than one subcontractor for each category of Work identified, unless subcontractors vary with Bid alternates, in which case the Bidder shall indicate which subcontractor will be used for which alternate. Failure of the Bidder to name such subcontractors, or itself, or naming more than one subcontractor to perform the same work, shall render the Bidder's Bid non- responsive and the Bid shall be rejected. B. The Subcontractor List in the Bid Fonn shall be utilized to provide the subcontractor information. 1.18 ACKNOWLEDGEMENT OF ADDENDA Each Bidder shall include on the Bid Form specific acknowledgment of receipt of each Addendum issued by the City during the bidding period. If the Bidder does not specifically acknowledge each Addendum, the City may reject the Bid as non- responsive unless the City determines from delivery records or from inclusion of information in the Bid of information contained in the Addenda that the Bidder received constructive notice of the Addenda. 1.19 ALTERNATES A. All requested Alternates should be bid. The Owner reserves the right, but is not obligated, to reject any Bid on which all requested Alternates are not bid. If no change in the Base Bid is required for an Alternate, enter "No Change." If there is no entry, it will be presumed that is the Bidder has made no offer to accomplish the Alternate. If it is not otherwise clear from the Bid or nature of the Alternate, it will be presumed that the amount listed for an Alternate is additive rather than deductive. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 7 B. Alternates: Include the cost variation to the Base Bid Amount applicable to the work described in the LIST OF ALTERNATES located in the Section 004100 — BID FORM. 1.20 SECURITY DEPOSIT: A. The Bid shall be accompanied by a bid deposit in the amount equal to at least 5% of the Total Bid Price. The bid deposit shall be a bid guaranty bond, in accordance with and using the City Bond Form included with the Contract Documents, duly completed by a guaranty company authorized to carry on business in the state of Washington. The surety signing the bid guaranty bond shall be registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the State of Washington published by the Office of the Insurance Commissioner. A Power of Attorney must accompany the bid guaranty bond and must appoint the surety's true and lawful attorney-in-fact to make, execute, seal and deliver the bid guarantee bond. Alternatively, the Bid may be accompanied by a postal money order, a certified check, or cashier's check drawn upon a banking institution with a branch office in the state of Washington. Failure to submit the required bid security with the Bid shall render the bid non-responsive and the Bid shall be rejected. 1.21 NON -COLLUSION A. Each Bid shall be accompanied by a sworn Non -Collusion Certificate using the form included with the Contract Documents. Failure to submit a sworn statement with the Bid shall render the Bid non- responsive and void. B. More than one Bid from an individual, firm, partnership, corporation, or association under the same or different names will not be considered. If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders, all Bids will be rejected. C. Note: No premiums, rebates or gratuities to any employee or agent are permitted either with, prior to, or after any delivery of materials. Any such violation will result in the cancellation and/or return of material as applicable. 1.22 ANTI -KICKBACK No officer or employee of Owner, having the power or duty to perform an official act or action related to this procurement, shall have or acquire any interest in this submittal, or have solicited, accepted or granted a present or future gift, favor, service, or other thing of value from or to any person involved in this procurement. 1.23 MODIFICATIONS OF BIDS A modification of a Bid will be considered only if the modification is received prior to the time announced for the opening of Bids. All modifications shall be made in writing executed and submitted in the same form and manner as the original Bid. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 8 Withdrawal of Bids: At any time prior to the scheduled closing time for receipt of bids, any bidder may withdraw his bid, either personally or by written request and/or telegraphic and confirmed written request. If withdrawal is made personally, proper receipt shall be given therefore. After scheduled closing time for the receipt of bids or before award of contract, no Bidder will be permitted to withdraw his Bid unless said award is delayed for period after date of opening exceeds 60 days. 1.24 EVALUATION OF BIDS A. Bids will be evaluated by the City to determine which Bid is the apparent lowest, responsive Bid based on the base Bid and any Alternates selected by the City. The City is not required to accept any Alternates. If the City accepts an Alternate or Alternates it shall exercise its sole discretion to do so in any order or combination. B. After opening the Bids, the City will check them for correctness. The City, in its sole discretion, reserves the right to waive minor bid errors, informalities, and immaterial irregularities when it is in the City's best interest to do so. 1.25 IRREGULAR BIDS A. A Bid shall be considered irregular and shall be rejected if: 1. The authorized Bid Form furnished by the City is not used or is materially altered; 2. The completed Bid Form contains any unauthorized additions, deletions, alternate Bids, or conditions; 3. The Bidder adds provisions reserving the right to reject or accept the Award, or enter into the Contract; 4. The Bid Fonn is not properly executed; 5. An executed non -collusion certificate is not provided; or 6. Proper Bid security does not accompany the Bid. B. A Bid may be considered irregular and may be rejected if: 1. The Bid Form does not include a price for every Bid item; 2. Any of the prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the City; 3. Receipt of Addenda is not acknowledged; 4. A member of a joint venture or partnership and the joint venture or partnership submit Bid Forms for the same project (in such an instance, both Bids may be rejected): or 5. If Bid Form entries are not made in ink. 1.26 BIDDER RESPONSIBILITY A. A Contract shall only be awarded to a Bidder that demonstrates to the City's satisfaction that the Bidder is qualified to perform the Work and is, therefore, a responsible bidder. To be determined responsible, the Bidder must, in addition to satisfying the criteria listed in section -- ELIGIBILITY TO BID above: 1. Have adequate financial resources to perform the contract, or the ability to obtain them; 2. Have a satisfactory performance record; 3. Have a satisfactory record of integrity and business ethics; 4. Have the necessary production, construction, and technical equipment and facilities or the ability to obtain them; and 5. Be otherwise qualified and eligible to receive an award under applicable laws and regulations. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 9 B. To assist the City in the review of the Bidder's qualifications, the Bidder shall, within five (5) days of being requested to do so by the City, provide the following information: 1. Past Experience in Similar Projects. Provide a list of all construction contracts (whether completed or in progress) entered into or performed by the Bidder within the past five (5) years for projects similar in scope, time and complexity to the Work. Projects that are similar in scope, time and complexity are projects of similar dollar value and duration, projects requiring coordination of multiple subcontractors. Provide the names of the contracts, the contract price, and the names and phone numbers of the owners of similar projects. 2. References: Provide a list of five (5) references. References may be asked to rate performance on the following items: overall project performance; acceptable experience and technical knowledge; effective coordination of subcontractors; ability to coordinate and work with utility companies and governmental entities; responsiveness to owner requests; attention to safety; quality and timeliness of submittals, change order proposals, project schedule, schedule updates and other applicable paperwork. 3. Joint Ventures. If the Bidder is a joint venture, the Bidder shall submit information for the joint venture if the members have worked together in the past and also information about each member of the joint venture. The Joint Venture Agreement shall be included in the submission. 4. Bidder's Personnel. By identifying individuals within this qualification section or in response to City questions or bid evaluation conference, the Bidder is committing to making the individuals available and responsible for the tasks identified. Individuals will be reviewed and prior experience checked to ensure that the individuals identified are qualified and have adequate experience on projects similar in size, scope and complexity. a. Management & Supervision. Provide an organizational chart identifying the Key Personnel. Identify the roles and responsibilities for each individual listed on the organizational chart. Provide a brief description of the individual's past experience and the percentage of time the person will allocate to this Project. "Key personnel" means management and supervisory personnel and the Designated Representative. b. Contractor's Representative(s). Identify the Contractor's Representative for the purposes of Article 3: Contractor, Paragraph 3.3. Identify all projects similar in scope, time, and complexity, managed by this person in the last five years. For each project, provide the project name, contract value, and owner's name and phone nuinber and describe the individual's responsibilities on that project. c. Superintendent. Identify the superintendent. Identify all projects similar in scope, time, and complexity within the last five years for which the proposed superintendent acted as a superintendent. For each project, provide the project name, contract value, and owner's name and phone number and describe the individual's responsibilities on that project. d. Critical Path Method Schedule. Identify the person who is responsible for preparing and updating the CPM Schedule and indicate the amount of time the person will be available for this Project. For each project, identify the contract name, contract price, scheduling software used, and owner's name and phone number. 5. Subcontractors, Suppliers & Materialmen. For each subcontractor, supplier, and materialman who is anticipated to perform work or provide equipment or goods in excess of $50,000, identify (a) the 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 10 name and business address for the entity; (b) a description of the scope of work; and (c) references which shall include name of owner and/or general contractor and phone numbers for each. 6. Bond Forfeiture, Litigation and Claims. Identify for the past five (5) years any construction contracts in which the Bidder has been involved in bond forfeiture by the Bidder or litigation or a major claim between the Bidder and the City. Include a brief, concise and accurate explanation of the reasons or basis for such forfeiture, litigation, or major claim. For purposes of this item, "major claim" shall mean any dispute or claim which lead to or result in (a) the issuance of unilateral change orders; (b) entering into some form of Alternate Dispute Resolution, such as mediation, Dispute Review Board, or arbitration; or (c) filing a complaint; (d) threatened litigation; or (e) litigation. 7. Contract History. State whether within the past five (5) years the Bidder has: a. Had a contract terminated for cause or default; b. Had liquidated damages for delay assessed; c. Been in bankruptcy, reorganization and/or receivership; d. Been disqualified or debarred by any federal, state or local agency from being awarded and/or participating in public contracts; or e. Received an unsatisfactory performance rating from any owner 8. Criminal History. Identify all criminal convictions, including pleas of nolo contendere, of the Bidder and any officers of the Bidder. 9. Financial Resources. Submit proof of adequate financial resources which would be available to the Bidder for the prosecution and completion of the Work. Such information shall include: (a) documentation of an open letter of credit or other arrangement with an established bank under which financing would be available for prosecution and completion of the Work; and (b) certification by the principal financial officer of or an independent accountant for the Bidder stating that the Bidder has adequate financial resources for the prosecution and completion of the Work. 10. Additional Information. Provide any other explanation or information which would assist the City in evaluating the qualifications of the Bidder, the Bidder's key personnel and proposed subcontractors. 11. Modifications to Responsibility Criteria. Not less than ten (10) days before the bid submittal deadline, a potential bidder may request that the City modify the responsibility criteria. The City will evaluate the information submitted by the potential Bidder and respond before the bid submittal deadline. If the evaluation results in a change of the criteria, the City will issue an addendum to the bidding documents identifying the new criteria 12. Failure to Supply Requested Information. If the Bidder fails to supply information requested concerning responsibility within the time and the manner specified, the City may base its determination of responsibility upon any available information related to the responsibility criteria or may find the Bidder is not responsible. 13. Reservation. The City reserves the right to inspect records, reports and other information which may be maintained by or for the Bidder to the extent necessary, as determined by the City to verify, clarify or otherwise consider the information provided by the Bidder. 14. Determination of Non -Responsibility. If the City determines a Bidder to be not responsible, the City will provide, in writing, the reasons for the determination. The Bidder may appeal the determination within five days of its receipt of the City's determination of non -responsibility by presenting additional information to the City. The City shall consider the additional information 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 11 before issuing its final determination. If the City's final determination affirms that the Bidder is not responsible, the City shall not execute a contract with any other bidder until two (2) business days after the Bidder determined to be not responsible has received the final determination. 1.27 SUBCONTRACTOR RESPONSIBILITY CRI IERIA A. The Bidder must verify responsibility criteria for each first tier subcontractor, and each subcontractor of any tier that hires other subcontractors must verify responsibility criteria for each of its subcontractors. Upon request of the City, the Bidder shall promptly provide documentation to the City demonstrating that the subcontractor(s) meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. B. At the time of subcontract execution, the Bidder shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: 1. Have a current certificate of registration in compliance with chapter 18.27 RCW; and 2. Have a current Washington Unified Business Identifier (UBI) number; and 3. If applicable: (a) Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW; and (b) Have a Washington Employment Security Department number, as required in Title 50 RCW; and (c) Have a Washington Department of Revenue state excise tax registration number as required in Title 82 RCW; and (d) Have an electrical contractor license, if required by Chapter 19.28 RCW; and (e) Have an elevator contractor license, if required by Chapter 70.87 RCW; and 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); and 5. Until December 31, 2013, not have violated more than one time the off-site, prefabricated, non- standard, project specific items reporting requirements of RCW 39.04.370. 1.28 DURATION OF OFFER A. Bids shall remain open to acceptance and shall be irrevocable for a period of sixty (60) days after the Bid closing date. B. Alternate bids specified in Section 012300 and Bid on Supplement B shall remain applicable for sixty (60) calendar days after bid closing dates. 1.29 ACCEPTANCE OF BID A. Bids will be evaluated by the City to determine which Bid is the apparent lowest, responsive bid based on the base bid and any Alternates selected by the City. The City is not required to accept any Alternates. If the City accepts an Alternate or Alternates it shall exercise its sole discretion to do so in any order or combination. B. After opening the Bids, the City will check them for correctness. The City, in its sole discretion, reserves the right to waive minor bid errors, informalities, and immaterial irregularities when it is in the City's best interest to do so. 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 12 1.30 RETURN OF BID SECURITY After the Bid prices have been compared, the City may return the Bid security if, in the City's judgment, the Bidder will not be considered for award. All other Bid security will be held until a Contract has been entered into with the successful Bidder, or after all Bids have been rejected. 1.31 CONTRACT AWARD A. If a Contract is awarded, the City shall award the Contract to the responsible Bidder that submits the lowest total responsive Bid for the base Bid and Alternates selected by the City after Bid opening and prior to Award. B. The City reserves the right to request Bidders to extend the effective period of their Bids. 1.32 REJECTION OF ALL BIDS The City reserves the right to reject any or all Bids at any time up to actual execution of the Public Works Contract, even if there has been an award of the Contract. 1.33 EXECUTION OF CONTRACT A. Subsequent to Award and within seven business days after prescribed forms are presented for signature, Bidder shall execute and deliver to the Owner a Contract in form referred to in this Project Manual, in such number of counterparts as the Owner may require. B. Should successful Bidder fail to enter into an Agreement, furnish required insurance and furnish specified guaranty bonds within 10 days after his proposal has been accepted, the Bid guarantee shall be forfeited as liquidated damages, not as a penalty. Then Owner may either award Contract to next responsible Bidder or re -advertise for Bids. C. The Owner shall provide complete sets of Contract Documents for the Contractor's execution of the Work equal to the number of sets that are returned after Bid. The Contractor may purchase at their expense, additional sets at printing costs directly from the printing company. The Owner shall provide electronic PDF copies of the complete set of Contract Documents. 1.34 BID PROTEST PROCEDURES Except for protests related to determinations of Bidder Responsibility which shall be determined as stated in Paragraph 1.25, all Bid protests will be resolved as follows: 1. Form of Protest. To be considered, a Protest shall be in writing, addressed and delivered to the attention of Steve Worley at the City of Spokane Valley, at 11707 E. Sprague Ave., Suite 106, Spokane Valley, WA 99206. 2. Contents of a Protest. The Protest shall include the following: a. A complete, detailed statement of all grounds for protest, supporting contractual and legal authority, and any supporting documentation. Supplemental information may not be considered unless it was not available at the time of protest; 03/1 8/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 13 b. The specific ruling or relief requested; and c. Evidence that all persons with a financial interest in the procurement have been given notice of the Protest or if such persons are unknown, a statement to that effect. 3. Who May Protest a. Protests based on specifications: Any prospective Bidder. b. Protests following Bid opening: Any Bidder with a substantial financial interest in the award of a Contract. 4. Time to Protest a. Protests based on specifications or other terms in the Contract Documents must be received by the City no later than ten calendar days prior to the date established for submittal of Bids. b. Protests based on determinations of non -responsibility must be received by the City no later than c. The City must receive Protests based on other circumstances within five calendar days after the bids are opened and publicly read. 5. Rejection of all Bids and Contract Execution. In no event shall a Protest be considered if all Bids are rejected or after execution of the Contract. 6. Determination of Protest a. City Review. Upon receipt of a timely written Protest, the City shall investigate the Protest and shall respond in writing to the Protest prior to the award of Contract. If Protest is submitted in accordance with the procedures set forth above, the City will not execute a Contract any sooner than two (2) business days after the City's decision on the Protest. b. Exhaustion of and Compliance with Administrative Remedies. Failure to comply with the procedures set forth herein may render a Protest untimely or inadequate and result in rejection thereof by the City. c. Venue. By submitting a Bid the Bidder acknowledges and agrees that a lawsuit or action related to or arising out of this procurement shall be brought in the Superior Court of Spokane County, Washington, END OF SECTION 002000 03/18/16 INSTRUCTIONS TO BIDDERS Spokane Valley City Hall (1509) 002000 - 14 SECTION 003000 - INFORMATION AVAILABLE TO BIDDERS PART 1 - EXISTING REPORTS AND SURVEYS 1.1 SUBSURFACE INVESTIGATION REPORT A. A copy of a geotechnical report with respect to soils recommendations is included with this document for reference only: Prepared by: Budinger & Associates. Bound into project manual following this section. B. Validity: Surveys and reports on subsurface conditions are not part of Contract Documents and are not intended as representations or warranties of accuracy or continuity between soil borings. It is expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data is made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. C. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in the Contract Documents. D. Prerequisite: Review this material prior to Bid. E. This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price accruing to Owner. 1.2 CONSTRUCTION STORMWATER REQUIREMENTS A. A Notice of Intent (NOI) has been filed with the Washington State Department of Ecology (DOE) to apply for permit coverage under the Construction Stormwater General Permit. B. The NOI lists the site owner as the pennittee and lists the project civil engineer as the Certified Erosion & Sediment Control Lead (CESCL). The NOI shall be updated prior to the start of construction with the contractor's information. The contractor shall provide their own CESCL and monitoring personnel. Information on how to become certified as a CESCL is provided on the following DOE page of their website: www.ecy,wa.gov/programs/wq/stormwater/cescl.htm. C. The contractor shall resubmit the NOI to the DOE prior to the start of construction with the following changes: 1. The permittee shall be updated as the contractor. 2. The CESCL shall be updated as the contractor's representative. 3. The monitoring personnel shall be updated as the contractor's representative. PART 2 - PRODUCTS — N/A PART 3 - EXECUTION — N/A END OF SECTION 003000 03/18/16 INFORMATION AVAILABLE TO BIDDERS Spokane Valley City Hall (1509) 003000 - 1 113 Budinger & Associates Proudly serving the Inland Northwest for over 30 years Geotechnical Engineering Environmental Engineering Construction Materials Testing Subsurface Exploration Special Inspection Doug Powell, Building Official May 13, 2015 City of Spokane Valley 11707 E. Sprague Ave. #106 Spokane Valley, WA 99206 Project S15093 Project: City of Spokane Valley New City Hall Subject: Results of Geotechnical Exploration and Analysis Mr. Powell, Budinger & Associates, Inc. is pleased to provide results of geotechnical exploration and analysis for the proposed City of Spokane Valley new City Hall, Spokane Valley, Washington We appreciate the opportunity to provide this service to you on this project. We have an excellent team of technicians available to assist with quality control during the construction phase of the work. Prepared by: BUDINGER & ASSOCIATES, INC. David C. Lehn, LG Senior Geologist John Finnegan, PE, LHG Geotechnical Engineer, Principal JEF/dcl • Addressee — 1 1101 North Fancher Rd. Spokane Valley, WA 99212 Tel: 509.535.8841 Fax: 509.535.9589 www.budingerinc.com Table of Contents CONTEXT 1 Project Considerations 1 Location 1 Scope 1 ENCOUNTERED CONDITIONS 3 Geologic Setting 3 Surface Conditions 3 Subsurface Conditions 3 Surface and Groundwater Hydrology 4 CONCLUSIONS 4 RECOMMENDATIONS 4 Seismic Considerations 4 Earthwork 5 Foundations 6 Lateral Earth Pressures 6 Floor Slabs 7 Stormwater Drainage 7 Spokane 200 Method 8 Test Pit Method 8 Flexible and Rigid Pavement 8 Additional Services 8 FIELD EXPLORATION 9 Test Borings 9 Test Pits 9 Soil Samples 9 Soil Classification 9 Location 10 LABORATORYANALYSIS 10 Index Properties 10 Chemical Parameters 10 LIMITATIONS 11 REFERENCES 11 EMBEDDED TABLES Table 1: Seismic Design Parameters 5 Table 2: Lateral Resistance 7 Table 3: Dry -well Design Outflow Rate Analysis 8 Table 4: Test Pit Outflow Rate Analysis 8 ATTACHED FIGURES Figure 1: Vicinity Map Figure 2: Site Plan Figure 3: Guide to Soil & Rock Descriptions Figure 4-1 to 4-8: Test Boring and Test Pit Logs Figure 5: Laboratory Summary Figure 6: Grain Size Distributions Figure 7-1 to 7-2: Test Pit Infiltration Test Results APPENDIX A — ASFE - Important Information about Your Geotechnical Report Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report CONTEXT This report presents results of geotechnical exploration and analysis to facilitate design and construction of a new city hall facility in Spokane Valley, Washington. The work was contracted with the City of Spokane Valley, represented by Doug Powell, Building Official, City of Spokane Valley. Project Considerations A new City Hall facility is proposed. The building location and further details were not set at the time of this report. A conceptual layout was provided following field explorations. The City desires to use drywells at the maximum possible outflow rates. The anticipated structural loads were not provided. Relevant design documents include the following: • 2012 International Building Code Section 1613 - Earthquake Loads (TBC, 2012) • Spokane Regional Stormwater Manual (SRSM, 2005) • Washington State Department of Transportation, Geotechnical Design Manual, (GDM, 2012) Location The proposed City Hall will be located southeast of the intersection of Sprague Avenue and Dartmouth Road in the City of Spokane Valley, Washington as illustrated on the Vicinity Map and Site Plan. Scope This geotechnical study involved interpretation of subsurface soil and rock conditions to provide conclusions addressing the suitability of the site to support proposed structures and provide geotechnical parameters required for others to design and construct. We endeavored to conduct these services in accordance with generally accepted geotechnical engineering practices as outlined in proposal S-15093, dated March 12, 2015. The scope is summarized as follows: 1. Researched available geotechnical, topographic, and geologic information, as well as a conceptual layout. 2. Excavated and sampled 2 test pits in potential parking lot and infiltration areas to depths of 10 feet. Conduct two test pit infiltration tests by digging test pits up to 10 feet deep to penetrate clean gravel soils, and injecting water in accordance with the test method in the Geotechnical Site Characterization section of the Spokane Regional Stormwater Manual. 3. Drilled and sampled 6 borings using air -rotary overburden methods in potential building and parking areas advanced to 10, 20, and 30 feet. 4. Logged subsurface conditions including encountered soil, penetration resistance, and soil moistures. 5. Completed a laboratory testing program on soil samples that included moisture content, gradation, and Atterberg Limits. 6. Characterized the subsurface conditions encountered, including: a. Layering (stratification) Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection S15093 City of Spokane valley New City Hall — Geotechnical Exploration and Analysis Report b. Relative density (sandy soils anticipated) c. Soil strength and compressibility d. Soil texture and classification e. Risks from expansive and fill soils f. Soil moisture, capillarity, and groundwater g. Depth to rock h. Rock consistency i. Seismic considerations 7. Prepared calculations of bearing capacity and settlement, earth pressures, and stormwater infiltration. 8. Prepared a report presenting the exploration results along with conclusions and recommendations addressing: a. Site grading recommendations including: i. surface preparation, ii. types of fills, need for moisture conditioning, iii. wet weather considerations, iv. slope considerations including maximum temporary slope inclinations, permanent slopes, and need for benching of fill on slopes. b. Seismic design parameters including Site Class and liquefaction susceptibility. c. Subsurface drainage recommendations including sizing parameters for infiltration structures. d. Soil compaction recommendations including below footing level, interior slabs, beneath paving, in utility trenches, beneath landscaping, beneath sidewalks, and in stormwater pond embankments. e. Foundation recommendations including: i. discussion of foundation types. ii. recommended bearing strata and sizing parameters. iii. estimated settlements including total and differential. Consider static and seismic conditions. f. Lateral earth pressures (equivalent fluid pressures) and friction coefficients. g. Floor slab recommendations including subgrade preparation and base layer type and thickness. h. Corrosion potential, recommended cement type. Construction inherently entails risk and this project is not an exception. The purpose of this study is to reduce risks related to subjects in our scope to levels generally accepted for similar projects designed with the benefit of similar geotechnical study. Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report ENCOUNTERED CONDITIONS Geologic Setting Geologic mapping of this area shows Pleistocene age glacial flood deposits (Quaternary flood channel gravels, Qfcg). The unit is described as "Gray, yellowish gray, or light brown, poorly to moderately sorted, mostly clast supported, thick -bedded to massive mixture of boulders, cobbles, pebbles, and sand locally contains beds and lenses of sand and silt, Boulders consist of granitic and metamorphic rocks similar to those found in local outcrops and to the east in Idaho. Boulders, which can be more than 5 ft in diameter, can comprise as much as 50% of the volume in a matrix of mostly pebbles and coarse sand. Unit thickness is over 600 ft in areas underlying the Spokane River" (WSDNR, 1999). Soil types at the site, as mapped by the USDA Web Soil Survey, consist of Urban land, gravelly substratum, 0 to 15 percent slopes (NRCS, 2012). Surface Conditions The ground surface elevation was approximately 1988 (NAD83), The property was previously developed, graded, and paved. The parcel contained landscaped areas with trees and shrubs, parking curbs, sidewalks, curb inlets, and drywells. Subsurface Conditions Conditions encountered in the borings are described in the Test Pit Logs and Boring Logs in accordance with methods described in Field Exploration. The following three groups of subsurface materials were differentiated based on characteristics relevant to this project. Boring Log symbol: Fill was encountered in the Test Borings and Test Pits. It included asphalt pavement, crushed gravel with sand, and re -worked native gravel soil. It was encountered beginning at the ground surface extending to depths of approximately 1 to 2 feet below ground surface (BGS). Utility trenches for underground services likely extend to depths of 5 feet. Encountered soil conditions ranged from medium dense to very dense. Moisture content ranged from 6 to 7 percent, Fines content (percent passing the US#200 sieve) was 18 percent. The fines content was low plasticity. gravel with sand (GS) Boring Log symbol: itto Gravel with sand soil varying from sandy gravel with silt to gravel with sand, cobbles, and boulders was encountered below the fill extending below the boring depths of 10 to 25 feet below ground Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection S15093 City of Spokane Valley New City Hall Geotechnical Exploration and Analysis Report surface (BGS). Observed (N) values ranged from 14 to over 100 (refusal) and averaged 60. The soils were dry to moist and the condition was medium dense to very dense. Moisture content ranged from 3 to 5 percent. The fines content (percent passing the #200 sieve) ranged from 6 to 9 percent. The soil exhibited stratification with finer upwards grading ranging from 1 to 4 feet thick. Surface and Groundwater Hydrology Surface water was present in the Spokane River channel and local gravel pits. Groundwater was not encountered during explorations. Based upon local well log reports and aquifer studies, groundwater occurs at approximate depth of 80 to 90 feet BGS (Campbell, 2005). Site soils are classified as hydrologic soil group A, "Soils having a high infiltration rate (low runoffpotential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate ofwater transmission". CONCLUSIONS Based on the encountered conditions described, we conclude that the site offers suitable support characteristics for the project. The estimated thickness of undocumented existing fill is 1 to 5 feet. Cobbles and boulders are likely to be encountered. Coarse soils appear suitable for re -use as structural fill. Drywells with biofiltration swales are feasible means for stormwater disposal. The gravel subgrade provides suitable support for pavements. RECOMMENDATIONS The recommendations presented throughout this chapter are intended to provide economically feasible criteria at normally accepted risk levels. More conservative design parameters can be used if lower risks are preferred. Specifically, the design should incorporate the following recommendations concerning earthwork, foundations, lateral earth pressures, floor slabs, drainage, and pavements. Seismic Considerations A review of the NEIC-USGS website (www.neic.usgs.gov) revealed that recent seismic activity occurred in 2001 approximately 8 miles northwest of the site in northern Spokane (reported at the location 47.69 Latitude and 417.40 Longitude). The largest event was a magnitude 4.0 on the Richter Scale. These shallow quakes were of a fracture type rather than displacement. Nearby faults have shown only minor activity in recent geologic time. The site is located about 180 miles west and 250 miles east of significant seismically active zones. Liquifaction potential on the site is very low (WSDNR, 2011). Spectral response acceleration parameters, adjusted for Site Class C "dense soil and soft rock", were calculated using USGS Earthquake Ground Motion Parameters, software version 3.0.1. The assumed risk category for the occupancy and use of the building was category IV — Essential Facilities (FEMA P-750, 2009). The values of predicted earthquake ground motion for short period Budinger & Associates, Inc. Geotechnical & Enviromnental Engineers Construction Materials Testing & Special Inspection 4 S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report structural elements (0.2 second spectral response acceleration, S) and for long period structural elements (1.0 second spectral response acceleration, S1) are provided in Table 1. The design parameters (SDS and SD) are equal to 2/3 of the maximum earthquake spectral response accelerations (SMS and SM1). Table 1. Design Spectral Response Acceleration Parameters Site Class Latitude Longitude Ss Si SDS SD1 C 47.66 N -117.27 W 0.337g 0.115g 0.270g 0.129g Earthwork Excavation. Excavations are likely to encounter boulders. We recommend removing and replacing fill with compacted structural fill. Coarse soils encountered in the test borings may be re -usable for structural fill. Limit the size of re -used soil to 3 -inches maximum. Near surface soils at the site are considered Type C materials under the current OSHA Classification System for which OSHA specifies a maximum inclination of 1'/H:1V (Horizontal:Vertical) in the temporary condition. Corrosion Potential. Because of the neutral measured soil pH value (pH=6.7), the risk of corrosion to concrete and steel on the site is considered `Low", and no specific recommendations for corrosion protection are provided. Cement should conform to Washington State Department of Transportation (WSDOT) Standard Specifications Sections 9-01.1 and 9-01.2(1) Portland Cement Type I/II. Preparation of surface to receive fill. Surfaces to receive structural fill and backfill should comprise reasonably level grades, brought to optimum moisture (+2 percent) if necessary, and be compacted in place to at least 95 percent of maximum dry unit weight (see Maximum Unit Weight). The completed building pad must allow builders to install shallow spread footings, foundation, utilities, truck dock, sidewalk, curb, stoops, under -slab material, and floor slab without further soil correction, remediation, demolition, mitigation, rock removal, or design revisions. Protection of subgrade. Following compaction of subgrade, protect surfaces from degradation during inclement weather. Protection measures include erosion control maintenance, preventing tracking soil and rock offsite, and preventing driving on wet subgrade soil. Reduce frost penetration in freezing weather by leaving surfaces of soil un -compacted if left for extended duration. Fill material. Naturally occurring pit run gravel meeting WSDOT 9-03.10 Aggregate for Gravel Base specifications is acceptable for additional imported structural fill. Structural fill below footings should consist of granular material with less than 10 percent fines such as Class B Gravel Backfill for Foundations (WSDOT 9-03.12(1)B). Fill Placement. Place fill in lifts of thickness suited to the compaction equipment, after moisture conditioning to plus or minus_2 percent optimum moisture content, and compact to at least 95 percent of maximum dry unit weight unless specifically referenced below (see Maximum Unit Weight). The maximum allowable lift thickness should be selected based on the compaction equipment — Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 5 515093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report smaller for hand -operated equipment (4 inches or less) and larger for rollers (10 inches for 10 -ton rollers). Limit the maximum particle size of fill placed in the upper 3 feet of the building pad to 3 inches. Maximum unit weight. Determine maximum unit weight and optimum moisture contents for fill material in accordance with the Modified Proctor Method (ASTM D-1557). If more than 30% of the material is retained on a 3/4 -inch sieve, however, we recommend using the WSDOT Rock Embankment Construction Specification (2-03 .3(14)A). Verification and application. These earthwork recommendations apply to structural fill, backfill against footings and walls, and backfill of utility trenches. Retain a qualified earthwork technician present during fill and backfill operations to observe and test each lift of fill. Frequency of testing should be 2 tests per 2,000 square feet or fraction thereof per lift. A representative of the Geotechnical Engineer is best suited to provide such testing. Foundations We recommend founding the proposed structure on conventional spread footings bearing on compacted native soil or compacted structural fill. The minimum recommended embedment depth from the ground surface to the base of exterior footings is 24 inches. Minimum widths of footings are 18 -inches for walls and 24 -inches for isolated footings. Careful compaction and close monitoring of backfill against footings is necessary for adequate footing support. Footings should be isolated from floor slabs to avoid disruption caused by footing displacements. Foundations may be sized for a bearing pressure of 4,000 pounds per square foot. Calculations for footings as recommended resulted in total settlement of less than one-half inch. The estimated differential settlement is 50 percent of the total settlement. Earth Pressure and Lateral Resistance Parameters We recommend use of the earth pressure and resistance parameters in Table 2. Lateral forces can be transferred to the soil through the use of passive earth pressures, together with the earth/concrete friction factors. These values are based on properly compacted backfill and will be substantially reduced when densities are less than those recommended in Earthwork. Values anticipate horizontal surfaces above and below walls and drained conditions. Apply appropriate safety factors in design, as values provided are un -factored. The recommended wall backfill specification is WSDOT 9-03.12(2) Gravel Backfill for Walls. Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report Table 2: Earth pressure and lateral resistance parameters Stratum Earth pressure factors Unit Weight (pct) Earth/Concrete Friction Factor ka kp kr Structural Fill 0.24 4.19 0.38 130 0.47 GS 0.28 3.53 0.44 125 0.42 pcf = pounds per cubic foot ka, kr, kp = earth pressure coefficients, active, at -rest, and passive, respectively Floor Slabs Repair irregular areas due to normal construction activities (wheel ruts, frost heave, etc.) thoroughly so that the slab can be placed on a smooth, compacted subgrade. Moisture protection for floor slabs is recommended if moisture sensitive flooring will be installed. A product designed as a durable and impermeable under -slab "moisture barrier" such as Stego Wrap should be used for moisture protection. Protection of slabs and floor coverings from moisture can also be improved by installing a course of open -graded gravel (OGG) such as Permeable Ballast (WSDOT 9-03.9(2)) at least 6 inches thick below the slab to break the capillary potential of water in the pore space of soils and aggregates. The combination of a durable, impel weable membrane and OGG provides the best means of slab moisture control, in our opinion. We recommend designing the OGG for slab moisture protection to also serve as drainage layer. Backfill adjacent to footings and underlying utility excavations in accordance with the recommendations described in Earthwork to provide uniform slab support Stormwater Drainage Conventional stormwater disposal infiltration structures such as drywells are feasible due to the high permeability of coarse-grained soils and deep groundwater elevation. We recommend grading surfaces to allow positive drainage away from structures and pavements. Roof and parking lot runoff should be collected and disposed such that water is not allowed to accumulate near the structure or pavements. Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 7 S15093 City of Spokane Valley New City Hall - Geotechnical Exploration and Analysis Report Spokane 200 Method Results Exfiltration rates, as presented below, were estimated based on percentages of fines in accordance with the SRSM, Appendix 4A Spokane 200 Method (SRSM, 2008). Fines percentages were 7 to 8 percent for samples representative of the potential target soils. USCS classification of samples is provided in the Test Boring Logs. Tab e 3. Spokane 200 Method Outflow Rate Analysis Borin g ID Sample Depth Fines (%) Hydraulic Conductivity Normalized Outflow Rate safety(cfs)4 Factored Outflow Rate Infiltration Feasibility Test Rate (ft) Normalized (inlhr)t (cfs/f02Factor (cfs)3 Type 1, H=6 Type 2, 11=10 (ft) 1 4.5-6 7.2 22.2 0.044 2.0 0.13 0.22 yes 1 14.5-16 7.3 21.6 0.043 2.0 0.13 0.21 yes 3 9.5-11 8.7 15.5 0.032 2.3 0.08 0.14 yes 1. in/hr- inches per hour (in /in2/hr) 2. cfs/ft- cubic feet per second per foot 3. Minimum safety factor in accordance with SRSMTab1e 4A-1. 4. cfs- cubic feet per second Table 4. Test Pit Outflow Rate Analysis 1. cfs/ft-cubic feet per second per foot 2. Minimum safety factor in accordance with SRSMTable 4C-1. 3. cfs -cubic feet per second 4. Tested data beyond method range, tested value used Field test pit infiltration results produced significantly higher outflow estimates than Spokane 200 Method grain size calculations. The recommended design outflow rates for soils are 1.3 and 2.2 cubic feet per second (cfs) for type 1 and type 2 drywells, respectively. Infiltration zones can "silt - up" over time. Operation and maintenance guidelines in Section 3.3 (WAUIC) should be followed. Flexible and Rigid Pavement Estimated single axle equivalent traffic data will be required to design flexible and rigid pavement sections. Additional Services Effective geotechnical services involve cooperation with the owner, designer, and constructor as follows: 1. Preliminary study to assist in planning and to economically adapt the project to its geologic Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 8 Test Pit Drywell Factored Outflow Rate Test Pit Test Rate Head Normalized Normalized Safety (cfs)3 ID (gpm) (ft) Outflow Rate Outflow Rate Factor2 (cfs/ft)1 (cfs/ft)1 Type 1, H=6 Type 2, 11=10 7 330 1.0 0.74 0.74 1.8 2.3 3.9 8 370 2.0 0.44 0.44 1.8 1.3 2.2 1. cfs/ft-cubic feet per second per foot 2. Minimum safety factor in accordance with SRSMTable 4C-1. 3. cfs -cubic feet per second 4. Tested data beyond method range, tested value used Field test pit infiltration results produced significantly higher outflow estimates than Spokane 200 Method grain size calculations. The recommended design outflow rates for soils are 1.3 and 2.2 cubic feet per second (cfs) for type 1 and type 2 drywells, respectively. Infiltration zones can "silt - up" over time. Operation and maintenance guidelines in Section 3.3 (WAUIC) should be followed. Flexible and Rigid Pavement Estimated single axle equivalent traffic data will be required to design flexible and rigid pavement sections. Additional Services Effective geotechnical services involve cooperation with the owner, designer, and constructor as follows: 1. Preliminary study to assist in planning and to economically adapt the project to its geologic Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 8 S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report environment. 2. Exploration and analysis to characterize subsurface conditions and recommend design criteria. 3. Consultation with the designer to adapt the specific design to the site in accordance with the recommendations. 4. Construction observation to verify the conditions encountered and to make recommendations for modifications as necessary. 5. Construction material testing, quality control, and special inspection. This report satisfies Item 2 of the 5 -phase endeavor. We are eager to provide assistance with design and construction as appropriate to assist in completing a safe and economical project. FIELD EXPLORATION The fieldwork was conducted by NICET certified and licensed driller Ethan Hageman and licensed geologist David Lehn, LG, supervised by geotechnical engineer John Finnegan, PE, on April 13 and 14, 2015. The field activities generally consisted of the following: • Reconnaissance of the site and surrounding area; • Drilling and logging subsurface conditions for 6 test borings; • Excavating 2 test pits; • Obtaining split -spoon and bulk samples of the soils. Results are presented in Figures. Test Borings Borings were drilled with a truck -mounted Mobile B-57 and logged in accordance with ASTM D 5434. Test Pits Test Pits were excavated with a CAT 315 Excavator with a 4 -foot bucket. Test pits were backfilled with native soils in lifts and densified with the excavator compaction wheel. Air rotary drilling — ASTM D 5782. The air rotary method involves circulating air through a specially designed pilot bit that engages with a casing bit during drilling, but disengages upon reversal of rotation to allow retrieval of the drill stem at desired sampling depths. The borings were drilled with a 41/2 -inch outside diameter (O.D.) casing. Soil Samples Samples were obtained by driving split -barrel samplers and from cuttings returned by the drill string. Bulk samples were obtained from representative soil formations from test pit sidewalls. Standard penetration tests - ASTM D 1586. To obtain samples of soil, Standard Penetration Tests (SPT) were conducted by driving a 2 -inch outside diameter split -spoon sampler with a 140 - pound hammer actuated by a Mobile automatic hammer (during air rotary drilling) or by cathead/ rope system (during auger drilling) to provide a test of penetration resistance. The resulting blow count for each foot of sampler advancement, representing uncorrected N -values, is presented in the Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 515093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report Boring Logs. The energy ratio (ER) is much higher with the automatic hammer compared to the reference cathead/rope system. Consequently, to correct N -values an ER of 1.2 is assumed in order to reflect the greater energy imparted by the automatic hammer. 3 -inch split -spoon samples (3"SS) - ASTM D 3550. Some of the split -spoon samples were obtained with a 3.0 -inch outside by 2.4 -inch inside diameter split -spoon barrel sample similar to the 2 -inch SPT described above. Blow counts with the 3"SS do not represent N -values since the end area of the 3 -inch sampler is approximately twice that of the standard sampler. Uncorrected N - values can be approximated by multiplying the observed blow counts (in blows per foot) by 0.5 for the 3 -inch split -spoon. As with SPT sampling, N -values for the 3 -inch split -spoon are corrected with an ER of 1.2 to reflect the energy of the automatic hammer. Soil Classification WSDOT Soil and Rock Classification and Logging — GDM, Chapter 4. Field description of soils was completed in accordance with the Washington State Department of Transportation, Geotechnical Design Manual (GDM), M 46-03, September 2005. The soil descriptions presented in the Boring Logs are intended to comply with the GDM. Soil descriptions are briefly covered in the Guide to Soil and Rock Descriptions, which is recognized internationally in the fields of engineering and construction. Unified soil classification system - ASTM D 2487. The encountered soils were classified visually from split -spoon samples and drill rig response. The soil descriptions presented in the Boring Logs are intended to comply with the Unified Soil Classification System (USCS), described in the Guide to Soil and Rock Descriptions. Location Horizontal & vertical control. The Site Plan was reproduced from a conceptual plan provided by the client. The elevations presented in the Boring Logs were estimated from USGS topographic map. Horizontal and vertical locations can be considered accurate to within 5 foot and 2 feet, respectively, relative to the information provided. LABORATORY ANALYSIS Laboratory testing was performed on representative samples of the soils encountered to provide data used in our assessment of soil characteristics. Tests were conducted, where practical, in accordance with nationally recognized standards (ASTM, AASHTO, etc.), which are intended to model in-situ soil conditions and behavior. The results are presented in Tables and Figures as listed in the Table of Contents. Index Properties Moisture content — ASTM D2216. Moisture contents were determined by direct weight proportion (weight of water/weight of dry soil) determined by drying soil samples in an oven until reaching constant weight. Gradation — ASTM D422. Gradation analysis was performed by the mechanical sieve method. Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 10 S15093 City of Spokane Valley New City Hall — Geotechnical Exploration and Analysis Report The mechanical sieve method is utilized to determine particle size distribution based upon the dry weight of sample passing through sieves of varying mesh sizes. The results of gradation are provided in Grain Size Distribution Results. Atterberg Limits — ASTM D4318. Atterberg limits describe the properties of a soil's fine-grained constituents by relating the water content to the soil's limits of engineering behavior. As the water content increases, the state of the soil changes from a brittle solid to a plastic solid and then to a viscous liquid. The liquid limit (LL) is the water content above which the soil tends to behave as a viscous liquid. Similarly, the plastic limit (PL) is defined as the water content below which the soil tends to behave as a brittle solid. The plasticity index (PI) describes the range of water content over which a soil is plastic and is derived by subtracting the PL from the LL. The soil is classified as "non -plastic" if rolling a 1/8 -inch bead is not possible at any water content. LIMITATIONS The conclusions and recommendations presented herein are based upon the results of field explorations and laboratory testing results. They are predicated upon our understanding of the project, its design, and its location as defined in by the client. We endeavored to conduct this study in accordance with generally accepted geotechnical engineering practices in this area. This report presents our professional interpretation of investigation data developed, which we believe meets the standards of the geotechnical profession in this area; we make no other warranties, express or implied. Attached is a document titled "Important Information About Your Geotechnical Engineering Report," which we recommend you review carefully to better understand the context within which these services were completed. Unless test locations are specified by others or limited by accessibility, the scope of analysis is intended to develop data from a representative portion of the site. However, the areas tested are discreet. Interpolation between these discreet locations is made for illustrative purposes only, but should be expected to vary. If a greater level of detail is desired, the client should request an increased scope of exploration. REFERENCES American Society of Civil Engineers Standard 7-05 (ASCE/SEI 7-05, 2012) International Code Council, 2012, International Building Code. Joseph, Nancy L., Geologic Map of the Spokane 1:100,000 Quadrangle, Washington -Idaho, Washington State Department of Natural Resources, November, 1990. NEIIRP, 2009, (National Earthquake Hazards Reduction Program) Recommended Seismic Provisions for New Buildings and Other Structures (FEMA, P-750). USDA, Natural Resources Conservation Service (NRCS), Web Soil Survey. Available online at http://websoilsurvey.nrcs.usda.gov/ . Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 11 515093 City of Spokane Valley New City Hall – Geotechnical Exploration and Analysis Report USGS, Spokane NE, Washington, 7.5 Minute Quadrangle, 1:24,000, 1973 Photo revised 1983. USGS, US Seismic Design Maps Web Application, http://geohazards.usgs.gov/desinmlaps/us/application.php Washington State Department of Natural Resources (WSDNR), Washington State Geologic Society. Washington State Interactive Map. Available online at http:/lwign.dnr.wa.cov/ . Washington Division of Geology and Earth Resources, OPEN FILE REPORT 1999-6, Preliminary Geologic Map of the Spokane NE and SE Quadrangles, Spokane County, Washington. Washington Division of Geology and Earth Resources OPEN FILE REPORT 2004-20, Liquefaction Susceptibility and Site Class Maps of Washington State, By County, Map 32B—Spokane County NEHRP Site Class, Sheet 64 of 78. Washington State Department of Transportation (WSDOT), Geotechnical Design Manual (GDM) (2012). Washington State Department of Transportation (WSDOT), Standard Specification for Road, Bridge, and Municipal Construction (2012). Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 12 /N\ SECTION 20 SCALE: 1"=2000' T 25 N R 44 E WM 0 1000 2000 USGS 1973 PR 1986 IB Budinger & Associates VICINITY MAP FIGURE 1 SPOKANE VALLEY NEW CITY HALL SPOKANE VALLEY, WASHINGTON PROJECT NUMBER 515093 DATE: 4/2015 1 e e 117.283333r W 117` W 117. 0 W 1 1 1 1 1 1 r) lJJ 1_ 1 1 J 1 1) 1 1 l 1� J 1 1 1 1 t o r 1 1 ill r 1 1 1 1 1 L iiJ y pp rLtr may: _ 132:42-.17,;q ■fir Ira ✓ o • r a • Trail �k t p o p is o 1 1 1 ■ 1 1 T� 1 P 3333' N 4 .� ' 1:''; c : N 47.3500000' 4 .858333° 4T.�80666° N 4T. T500 1 1 1 1 - �- , ell �p., �. • �� Par 1 r r • (Iwo { t:K r„ j x /► l Tank Vit .i mss•-J. 1 - ......V.00 • • • • • valley rssron? i{Illi ' i stiv "-"- park It a �' ),�.„� alma ?rl ro �{ I = rweliet P1 i An • 1'._ T_� -'7- ems L---• vE. y 1 p-; y� ti amu, •.;- .., a°° + _ . ;11 li #r + ^ �. R�---------—f , -----, _ . . , rt1n790I, ,"it,o n790 �I l 'OaDWA) i' i�' Mea, Rah 17 - '1 r 991' A t •! °v 6 e �t I 1 i �44,0 ?11 2„ Wat ` i . � I ',1 �� ? ''••. •s'�,llnuadw'ar 16 North Pir W Tank �; °p 1 itIli[h5 i WA -.II 1 , Std L iani., t �hDb 1- ' iii. f '.r-......�... ' --.--- ,..,...,Vwt�.rV ` 7013 -V4LL[��.� -.-- Di hman I' Per K•rtFlrelSta '� I' .,� 4-_. �,..I �..-_. �.�.... - -rte-MI -�� . „'�I'•m F+ . 0 ,,. i„•' al` Z til .�-'A ru.r.� dx! -� AVE• �°i ' 1 r Poo_ '��� ,,r_ r - - °' .,tae • --.� ` , - �. �A NOANE t • '■_ , 1VI 7� I N...' ZIIE } fiQpD I� • -� I• jail ...�. oab p • i Ct.__ ,-, 310. _ t� _;� fi, N i4-, 8�-__� _ 13 . k ' a AY[� a -HMI •t1 , , _l� -ITN L�=•}� _ A INS d -'-',^ 4friL .rikREA,1 ' mi , •-I ' ram _ • I ' \ : O ice. i y - °im. !l --- -'i” ,r { �' ; • ; • btm lfpn tom, T he P 1T• I. ((_ . ,I 'i •••, ,� . -- ,.�. a -.� "� '"j - - ` 1 ' ) W. 1• 14ePfTreap , ; ti'• .. ]grt,a ?Gats a _ , ., 11 1 ( j pY - k - 'ti - $ ;i i-.=- +r_- h _ .;.% , 1 \ .k. n‘, . . zmi 1-4 .• . 1,1 1.). ', li '' �• i 9. {�33• `'. Sammie .s. ,1€ _ .[.. t .., E 28 • i `• 1 ! � 1 1 1 11117 3.W a 1 1 1 1 i� i 1/7 1 1 G W e e e 1 1 teem 117.25010WW 1 1 1 /N\ SECTION 20 SCALE: 1"=2000' T 25 N R 44 E WM 0 1000 2000 USGS 1973 PR 1986 IB Budinger & Associates VICINITY MAP FIGURE 1 SPOKANE VALLEY NEW CITY HALL SPOKANE VALLEY, WASHINGTON PROJECT NUMBER 515093 DATE: 4/2015 B-1 S AIR ROTARY BORING /j� \ SCALE: 1"=50' TP-7-FTEST PIT 0 25 50 IB Budinger & Associates SITE PLAN SPOKANE VALLEY NEW CITY HALL SPOKANE VALLEY, WASHINGTON FIGURE 2 PROJECT NUMBER 515093 DATE: 4/2015 GUIDE TO SOIL & ROCK DESCRIPTIONS SOIL CLASSIFICATION 12" 3" #4 #200 .005 mm* BOULDERS COBBLES 314" ----GRAVEL COARSE FINE #io ----SAND MEDIUM #40 ---- COARSE FINE SILT BELOW "A" UNE* ABOVE CLAY "A" LINE* [PEAT BASED ON ORGANIC CONTENN * SEE PLASTICITY CHART CGS - COARSE GRAINED SOIL - MORE THAN 50% RETAINED ONA #200 SIEVE FGS - FINE GRAINED SOIL - 50% MORE PASSES, #200 SIEVE FINES - PORTION FINER THAN #200 SIEVE Lu c 0 60- 50 4 EU 3 20 10: -- 71 4! L.L. P.L. S.L. ATTERBERG LIMITS LIQUID PLASTIC SOLID - P.I.=L.L.-P.L. SOLID, CONSTANT VOLUME PLASTICITY CHART CL_ (LEAN CLAY) -- CL-ML ////////// (SILT) ----- 0 0 10 20 30 40 50 rP CH_ -. (FAT CLAY) :. (ORGANIC SILT) - -_ & MH. _ (ELASTIC SILT) --. 60 70 80 90 LIQUID L:[MIT 100 NOTE - CHART APPLIES TO FGS AND MINUS #40 SIEVE FRACTION OF CGS GUIDE TO SOIL DESCRIPTION MODIFIERS, MOISTURE, AND CONDITION PRESENTED ON LOGS MODIFIER EST:[MATED PERCENTAGE OF MATERIAL SUFFIX "LY" OR "Y" 30% OR MORE FOR COARSE PARTS IN FGS GREATER THAN 12% FOR FINES IN CGS WITH 15% - 29% FOR COARSE PARTS IN FGS 5% - 12% FOR FINES IN CGS SMALL AMOUNT 8% - 25% TRACE/OCCASIONAL 1% - 12% NOTE - BOUNDARIES APPLY ONLY TO CLASSIFICATIONS FROM LABORATORY TESTING. VISUAL ESTIMATES OF MATERIAL PERCENTAGES TYPICALLY VARY 0 TO 10% FROM THOSE DETERMINED BY LABORATORY TESTING. SAMPLES 1 STANDARD 2" PENETRATION TEST SAMPLER WITH BLOWS PER FOOT 3" SPLIT SPOON SAMPLER WITH BLOWS PER FOOT DRILL CUTTING SAMPLE ® BULK SAMPLE THIN-WALLED TUBE SAMPLE DIAMOND CORE RUN WITH % RECOVERY & ROCK QUALITY DESIGNATION 4" SPLIT SPOON SAMPLER WITH BLOWS PER FOOT R REFUSAL OF SAMPLE (50+ BLOWS PER 6") MOISTURE DRY MOIST SATURATED OR WET ROCK WEATHERING FRESH SLIGHTLY WEATHERED MODERATELY WEATHERED HIGHLY WEATHERED COMPLETELY WEATHERED RESIDUAL SOIL SOIL CONDITION CGS: FGS: VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE VERY SOFT SOFT MEDIUM STIFF STIFF VERY STIFF HARD ROCK CONDITION EXTREMELY WEAK VERY WEAK MODERATELY WEAK MODERATELY STRONG STRONG VERY STRONG ie Budinger & Associates FIGURE 3 TEST BORING 1 Date of Boring:4-13-15 Elevation: 1988 ft Driller: Budinger & Assoc., Inc. Logged by: D. Lehn Type of Drill: Mobile B-57 with automatic SPT hammer Size of hole: air rotary overburden Location: north center system, 4.5 in O.D. casing Surface: asphalt concrete pavement TEST RESULTS D DEPTH SAMPLES RQD, BLOW COUNTS N (% RECOVERY) SOIL LOG Z LircccO ATTERBERG LIMITS =O - _, p 0 Z O 0 0 2 0 DESCRIPTION PLI ILL WATER CONTENT STANDARD PEN TEST, N-VALUE (OBSERVED) EJ 3" SPLIT SPOON PENETRATION, BLOWS/FT • 10 20 30 40 50 60 70 80 90 Hot Mix Asphalt (HMA 2 inches) moist, gray, very dense moist, dark brown to \Crushed GRAVEL with Sand (FILL) / 5 I52 (90%) 53 (60%) `brown, medium dense J'--\ moist, gray and brown, dense to very dense GRAVEL with Sand and Silt, coarse to fine, i subrounded 1 GRAVEL with Sand, Cobbles, and Boulders, coarse to fine, subrounded, bedded 1 to 4 feet thick • 1• •• II • 101 I 47 (47%) • r• •• r• igi 15 76 (40%) • • 1• 1• • • o • 20 1 Q R (20%) r• • • r• • r• • +1001 25 1 R (0%) r• • • ►• • • ri +1001 30 no free groundwater observed End of Boring @ 25 ft BORING LOGS FIGURE 4-1 Budinger & Associates 1101 North Fancher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST BORING 2 Date of Boring:4-13-15 Elevation: 1988 ft Driller: Budinger & Assoc., Inc. Logged by: D. Lehn Type of Drill: Mobile B-57 with automatic SPT hammer Size of hole: air rotary overburden Location: west center system, 4.5 in O.D. casing Surface: asphalt concrete pavement TEST RESULTS 2 0) 5 Z iY W OcoLI] LLI z IYcO O ATTERBERG LIMITS 0- Lu 0 a m Z O 2 ,-,-D W co 0 O CL 0 _i p DESCRIPTION (O Z U O 0 J u) PLI ILL WATER CONTENT STANDARD PEN TEST, N -VALUE (OBSERVED) 0 3" SPLIT SPOON PENETRATION, BLOWS/FT • 10 20 30 40 50 60 70 80 90 --z Hot Mix Asphalt (HMA 2 inches) -- +1001 °—t 24 (60 /°) moist, gray, very dense moist, dark brown to 1 Crushed GRAVEL with Sand (FILL)/ . IJP, J ' o 5 24 (70%) , R (41 %) `brown, medium dense J� moist, gray and brown, Ili dense to very dense GRAVEL with Sand and Silt, coarse to fine, / j GRAVEL with Sand, Cobbles, and Boulders, coarse to fine, subrounded, bedded 1 to 4 feet thick •p • • . O 1 10 R (100%) • '• • • • I 1 r I +1001 15 86(60%) • • I 20 65 (60%) • i_ 25 no free groundwater observed End of Boring @ 21 ft 30 BORING LOGS FIGURE 4-2 I 10111110 Budinger & Associates 1101 North Faucher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST BORING 3 Date of Boring:4-13-15 Elevation: 1988 ft Driller: Budinger & Assoc., Inc. Logged by: D. Lehn Type of Drill: Mobile B-57 with automatic SPT hammer Size of hole: air rotary overburden Location: south center system, 4.5 in O.D. casing Surface: asphalt concrete pavement TEST RESULTS 2 07 z f UJ Oco» Z G-'�Q 00 ATTERBERG LIMITS 1- a- Ili 0 W J J H> a m z 0 O c M p 6 W > 0I- I- 0 D. O z 0 0 0 ti DESCRIPTION J Oo PLI ILL STANDARD PEN TEST, N -VALUE (OBSERVED) 0 3" SPLIT SPOON PENETRATION, BLOWS/FT • 10 20 30 40 50 50 70 80 90 Hot Mix Asphalt (HMA 2 inches) Iii i ■ o� I31 (801x) moist, gray, very dense moist, dark brown to f Crushed GRAVEL with Sand FILL / S (FILL) 41 t��`, o 33 (70%) 26 (20%) ',brown, medium dense J' moist, gray and brown. dense to very dense GRAVEL with Sand and Silt, coarse to fine, 1� ubrounded�J GRAVEL with Sand, Cobbles, and Boulders, coarse to fine, subrounded, bedded 1 to 4 feet thick • • . • t5 IIII 10 59 (80%) • • • III t El • 15 1 R (80%) • a 1 + tl Ill +1001 20 • a 1; 25 Ii0 R (0%) • • • • 1; t +look 30 no free groundwater observed End of Boring @ 25 ft BORING LOGS FIGURE 4-3 I 111,011 Budinger & Associates 1101 North Faucher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST BORING 4 Date of Boring:4-13-15 Elevation: 1988 ft Driller: Budinger & Assoc., Inc. Logged by: D. Lehn Type of Drill: Mobile B-57 with automatic SPT hammer Size of hole: air rotary overburden Location: east center system, 4.5 in O.D. casing Surface: asphalt concrete pavement TEST RESULTS } u) 5ZD: OJCA� al Z C'c'� 0 ATTERBERG LIMITS H 0_ LU 0 J a CO z 0 p U O IT -6 i 0 0 Z o U p DESCRIPTION J J 0 PLI WATER CONTENT 0 STANDARD PEN TEST, N-VALUE (OBSERVED) 3" SPLIT SPOON PENETRATION, BLOWS/FT 10 20 30 40 50 60 70 ILL BO 90 Q • Hot Mix Asphalt (HMA 2 inches) / 0 ■ +11ao1 I qq (73o�o�-t moist, gray, very dense 73� moist, dark brown to Crushed GRAVEL with Sand (FILL) / !` 5 o i 30 (33%) • R (20%) brown, medium dense J�1 moist, gray and brown, dense to very dense GRAVEL with Sand and Silt, coarse to tine, Ir oubrounded 1 GRAVEL with Sand, Cobbles, and Boulders, coarse to fine, subrounded, bedded 1 to 4 feet thick 1 • • 10 R (30%) • 1• • 1• • R +1001 15 78 (70%) • • 1• • , o 20 i 28 (63%) • 1• • A 25 no free groundwater i observed End of Boring @ 21 ft 30 BORING LOGS FIGURE 4-4 I Illperli Budinger & Associates 1101 North Fancher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST BORING 5 Date of Boring:4-13-15 Elevation: Driller: Budinger & Assoc., Inc. Logged Type of Drill: Mobile B-57 with automatic SPT hammer Size of Location: center Surface: asphalt concrete pavement 1988 ft by: D. Lehn hole: air rotary overburden system, 4.5 in O.D. casing TEST RESULTS o DEPTH SAMPLES RQD, BLOW COUNTS N (% RECOVERY) Z Lii W E O — IOJp 22 O Z 0 0 0 0 DESCRIPTION QO J O CO ATTERBERG LIMITS PL WATER CONTENT 0 STANDARD PEN TEST, 3" SPLIT SPOON PENETRATION, 10 20 30 40 0 • 90 I ILL N -VALUE (OBSERVED) BLOWS/FT 50 60 70 80 5 I ' 36 ((730/7 47 (67%) 38 (53%) R (100%) moist, gray, very dense /r moist, dark brown to` `brown, medium dense Jam\ moist, gray and brown, dense to very dense Hot Mix Asphalt (HMA sp! Crushed GRAVEL with GRAVEL with Sand and subrounded GRAVEL with Sand, coarse to fine, subrounded, thick 2 inches) Sand (FILL) / ■ 0 • Silt, coarse to fine, 1 Cobbles, and Boulders, bedded 1 to 4 feet O. • 4 10 E • /i • 1; • ; +1001 15 no free groundwater observed End of Boring @ 10 ft 20 25 30 BORING LOGS FIGURE 4-5 I rig Budinger & Associates 1101 North Faucher Road Spokane valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST BORING 6 Date of Boring:4-13-15 Elevation: Driller: Budinger & Assoc., Inc. Logged Type of Drill: Mobile B-57 with automatic SPT hammer Size of hole: Location: northwest corner Surface: asphalt concrete pavement 1988 ft by: D. Lehn air rotary overburden system, 4.5 in O.D. casing TEST RESULTS o DEPTH SAMPLES RQD, BLOW COUNTS N (% RECOVERY) Z X IZ 0 1-0 ~ I– _1 o D 0 z 0 0 0 DESCRIPTION SOIL LOG ATTERBERG LIMITS PL WATER CONTENT 0 STANDARD PEN TEST, 3" SPLIT SPOON PENETRATION, 10 20 30 40 0 • 90 I ILL N-VALUE (OBSERVED) BLOWS/FT 50 60 70 80 5 I 24 (33°/ '`brown, ° 21 (55%) 14 (20%) 58 (67%) moist, gray, very dense moist, dark brown to medium dense J� moist, gray and brown, dense to very dense Hot Mix Asphalt (HMA 2 inches) \Crushed GRAVEL with Sand (FILL) 1 GRAVEL with Sand and Silt, coarse to fine, subrounded 1 GRAVEL with Sand, Cobbles, and Boulders, coarse to fine, subrounded, bedded 1 to 4 feet thick :, niAr �1:' / • • O o 1-1 10 — • •• • • * • O • • ci 15 no free groundwater observed End of Boring @ 11 ft 20 25 30 BORING LOGS FIGURE 4-6 I `�__ Budinger & Associates 1101 North Faucher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington Number: S15093 TEST PIT 7 Date: 4-13-15 Elevation: 1988 ft Excavator: Budinger & Assoc., Inc. Logged by: D. Lehn Equipment: CAT 315 Size of hole: 5 x 10 feet Location: northeast corner Surface: asphalt concrete pavement D DEPTH SAMPLE MOISTURE, COLOR, CONDITION DESCRIPTION SOIL LOG 5 moist, gray, very dense,_1 moist, dark brown to brown, medium dense moist, gray and brown, dense to very dense Hot Mix Asphalt (HMA Crushed GRAVEL with GRAVEL with Sand and subrounded GRAVEL with Sand, coarse to fine, subrounded, thick Test Pit Infiltration Test, minute, drained in 20 2 inches) Sand (FILL) / Silt, coarse to fine, • .0 +0• r 44 J Cobbles, and Boulders, bedded 1 to 4 feet 330 gallons per; TEST PIT 8 Date: 4-13-15 Elevation: 1988 ft Excavator: Budinger & Assoc., Inc. Logged by: D. Lehn Equipment: Cat 315 Size of hole: 5 x 10 feet Location: southwest corner Surface: asphalt concrete pavement o DEPTH SAMPLE MOISTURE, COLOR, CONDITION DESCRIPTION SOIL Li gray, very dense Hot Mix Asphalt (HMA 2 inches) •f;•• -moist, moist, dark brown to Crushed GRAVEL with Sand (FILL) / • 4 brown, medium dense GRAVEL with Sand and Silt, coarse to fine, Jar subrounded '. moist, gray and brown, GRAVEL with Sand, Cobbles, and Boulders, • dense to very dense coarse to fine, subrounded, bedded 1 to 4 feet thick •• 1, • • 1, • • 5 1. • • 1� • • I. • • 1l • Test Pit Infiltration Test, 374 gallons per • minute, drained in 2 minutes. 1• • • Ile • 10 • no free groundwater observed End of Excavation @ 10 ft 15 Budin er TEST PIT LOGS FIGURE 4-8 IB Project: City of Spokane Valley New City Hall & Associates 1101 North Fancher Road Location: Spokane Valley, Washington ,diei Spokane Valley, WA 99212 Number: S15093 SOIL MECHANICS - V') N v1 ,-r `O NC N N Li O 'c v\C N Cr, 2 00 ) 00 N D N M D\ D1 N N `O '� N M 00 s O N N " 00 D1 N• ,~ O 00 r''� 'n - 3.9 O lD � O D1 Q1 00 VD V'7 in ,fir M N ,Nr ---� O N 00 N N 4.7 O N 00 00 O 0', l� in 00 0", .fir ,N-; N a1 D1 DD M - N v') p N O O MN O GC 00 ,0 CP, 00 s Cr*, 'D %./D- t M N MN N N O N CO �--. 6.0 N ON GW -GC O T 0000 000 VD N - - -, Test Methods ASTM D 2216 ASTM D 4318 ASTM D 2487 M_ CP, Q 00 C/] Q Units w 0 0 0 0 o P.. d Cn Cn Z C7 TOP BOTTOM W 7 g N _ _ _ _ (V _ -CO `\C)M o � 4 00 o 0 0 0 0 0 N LABORATORY NUMBER BORING NUMBER DEPTH MOISTURE LIQUID LIMIT PLASTIC LIMIT PLASTICITY INDEX UNIFIED CLASSIFICATION CA W 7 W CA — N W U.S. SIEVE OPENING 6 4 2 IN INCHES 1 U.S. SIEVE NUMBERS 1 HYDROMETER 1 3/4 1/2 3/8 3 4 6 810 14 16 20 30 40 50 60 100 1 200 100 I I 1 I I 1 1 1 1 1 1 1 1 95 90 I 85 80 75 r� 70 65 60 I- x ,�—,_, 55 m 50 cc LJ z II LL 45 F iJ cc 40 LI, a • ' 35 30 \ jd 25 20 �� 15 04 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES coarse fine coarse medium fine SILT OR CLAY Specimen Identification Classification LL PL PI Cc Cu • 1 4.5 WELL-GRADED GRAVEL with SILTY CLAY and SAND(GW-GC) 24 20 4 1.98 24.39 X 1 14.5 4.35 36.20 ♦ 2 0.5 CLAYEY GRAVEL with SAND(GC) 30 20 10 * 2 2.0 2.49 17.59 Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • 1 4.5 76.2 10.364 2.951 0.425 60.1 32.6 7.2 1 1 14.5 38 15.386 5.332 0.425 72.1 20.6 7.3 ♦ 2 0.5 38 7.273 1.8 54.2 27.8 18.0 * 2 2.0 38 13.222 4.976 0.752 71.2 22.5 6.3 GRAIN SIZE DISTRIBUTION RESULTS I B lett &B 1101 North Spokane Valley, Fancher Road WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington FIGURE 6-1 Number: S15093 U.S. SIEVE OPENING 6 4 2 IN INCHES 1 U.S. SIEVE NUMBERS 1 HYDROMETER 1 3/4 1/23/8 3 4 6 810 14 16 20 30 40 50 60 100 140 200 100 1 • I 1 I I 1 1 1 1 1 I I I 95 90 85 i 80 75 70 1,1 65 60 1 x Lo 11-1 55 m 50 w1 w LL 45 H z v \ 40 w w a 35 1.4 30 25 20 15 10 • - 5 0 100 10 0 1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES coarse fine coarse medium fine SILT OR CLAY Specimen Identification Classification LL PL PI Cc Cu • 3 9.5 8.03 74.42 1 6 2.5 WELL -GRADED GRAVEL with SILT and SAND(GW-GM) 26 22 4 1.69 19.12 Specimen Identification D100 D60 D30 D10 %Gravel %Sand %Silt %Clay • 3 9.5 76.2 11.163 3.667 0.15 66.1 25.1 8.7 1 6 2.5 38 14.376 4.271 0.752 68.2 25.6 6.2 GRAIN SIZE DISTRIBUTION RESULTS is 1,11.41A10 BudinAssocgiateres & 1101 North Fancher Road Spokane Valley, WA 99212 Project: City of Spokane Valley New City Hall Location: Spokane Valley, Washington FIGURE 6-2 Number: S15093 Figure 7-1 Infiltration Results S15093 City of Spokane Valley New City Hall Test Pit # 7 WL BGS = water level depth below ground surface (ft) WL Elev = water level elevation (ft) Total Depth (ft) Surface Elevation (ft) Bottom Elevation (ft) Bottom dimensions (ft) perimeter (ft) sidewall area (52) Gravel 10.0 1988 1978 5.0 10.01 30 300 Total flow rate Date/Time Time (min meter 1 (oalti cum. (oal ml WL BGS WL Elev Head 8:12:00 0.00 167800.0 0.00 0 0.00 8:14:00 2.00 168650.0 850.00 425.0 9 1979.0 1.00 8:15:00 3.00 168980.0 1180.00 393.3 9 1979.0 1.0D 8:16:00 4.00 169310.0 1510.00 377.5 9 1979.0 1.00 8:20:00 8.00 170620.0 2820.00 352.5 9 1979.0 1.00 8:25:00 13.00 172280.0 4480.00 344.6 9 1979.0 1.0D 8:27:00 15.00 172940.0 5140.00 342.7 9 1979.0 1.00 8:31:00 19.00 174265.0 6465.00 340.3 9 1979.0 1.00 8:39:00 27.00 176920.0 9120.00 337.8 9 1979.0 1.00 8:45:00 33.00 178910.0 11110.00 336.7 9 1979.0 1.00 8:52:00 40.00 181230.0 13430.00 335.7 9 1979.0 1.00 9:00:00 48.00 183835.0 16035.00 334.1 9 1979.0 1,00 9:04:00 52.00 185140.0 17340.00 333.5 9 1979.0 1.00 9:09:00 57.00 186770.0 18970.00 332.8 9 1979.0 1.00 9:13:00 61.00 188070.0 20270.00 332.3 9 1979.0 1.00 9:20:00 68.00 190340.0 22540.00 331.5 9 1979.0 1.00 9:28:00 76.00 192930.0 25130.00 330.7 9 1979.0 1.00 9:30:00 78.00 193620.0 25820.00 331.0 9 1979.0 1.00 450 400 350 300 250 0 200 150 100 50 FLOW RATE (Q) • • FLOW RATE (01 2D 3D 40 Time (mini 50 70 50 9D Endinges & Associates, Inc. Geotechnical & Environmental Engineers Construction M renals Testing & Special Inspection Figure 7-2 Infiltration Results 515093 City of Spokane Valley New City Hall Test Pit # 8 WL BGS = water level depth below ground surface (ft) WL Elev = water level elevation (ft) Total Depth (ft) Surface Elevation (ft) Bottom Elevation (ft) Bottom dimensions (ft) perimeter (ft) sidewall area (ft2) Gravel 10.0 1988 1978.0 5.0 10.01 30 300 Total flow rate Date/Time Time (min meter 1 (aal.) cum. (qal m) WL BGS WL Elev Head 9:30:00 0.00 193656.0 0.00 0 • • 0.00 9:36:00 6.00 195950.0 2294.00 382.3 8 1980.0 2.00 9:41:00 11.00 197800.0 4144.00 376.7 8 1980.0 2.00 9:49:00 19.00 200740.0 7084.00 372.8 8 1980.0 2.00 9:57:00 27.00 203675.0 10019.00 371.1 8 1980.0 2.00 10:06:00 36.00 206960.0 13304.00 369.6 8 1980.0 2.00 450 400 350 300 250 O 200 150 100 50 FLOW RATE (Q) 20 Time (min) 30 Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 40 error -mete • • FLOW RATE (0) / 20 Time (min) 30 Budinger & Associates, Inc. Geotechnical & Environmental Engineers Construction Materials Testing & Special Inspection 40 error -mete APPENDIX A ASFE - Important Information about Your Geotechnical Report Important Information About Your Geotechnical Engineering Report Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. The following information is provided to help you manage your risks. Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one -not even you -should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on a Unique Set of Project -Specific Factors Geotechnical engineers consider a number of unique, project -specific factors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes -even minor ones -and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man- made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Options Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ -sometimes significantly -from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not over -rely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engineers develop them principally from the judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations" many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely Ask questions. Your geotechnical engineer should respond fully and frankly. ASFE 2 of 2 Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvironmental information, ask your geotechnical consultant for risk management guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a comprehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a number of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold prevention. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASFE-Member Geotechncial Engineer for Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with your ASFE-member geotechnical engineer for more information. The Best People on Earth 8811 Colesville Road/Suite G106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile: 301/589-2017 a -mail: into@asle.org www' asle.org Copyright 2004 by ASFE, Mc. Duplication, reproduction. or copying of this document, in whole or in purl, by any neons whalsomw, is striclh, prohibited, except withASFE's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only wit/, the express written permission of ASFE, and onlyf r purposes ofscholarly research or book review Only uteutbers of ASFE may use this document as a complement to or as an element ora geotechnical engineering repot A,O, other firm individual, or other entity that so uses Ibis document, without being an.4SFE member mild he committing negligent or intentional (fraudulent nisrepmnatation. IIGER06045.0M SUBSTITUTION REQUEST FORM To: Architects West, Inc. 210 E. Lakeside Ave. Coeur d'Alene, ID 83814 Attn: Steve Roth, Project Architect Phone: (208) 667-9402; Fax: (208) 667-6103 E-mail: stever@architectswest.com Project: Spokane Valley City Hall Bid Date: We hereby submit for your consideration the following product instead of the specified item for the above project: Specified: SECTION ITEM MANUFACTURER Proposed Substitution: Product (Include complete catalog info., model, size, type, etc.) Manufacturer: Street Address: City: State: Phone: Fax: Include complete information on changes to Drawings and/or Specifications which substitution will require for proper installation. Please respond to the following questions: A. Does the substitution affect dimensions shown on the drawings? B. Will the undersigned pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? C. What effect does the substitution have on other trades? D. What are the differences between the proposed substitution and the specified item? E. In what respect are the Manufacturer's guarantees different for the proposed substitute compared to the guarantees for the specified item? The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Signature Name Ficin Address Phone Fax Date For Use by Architect Only: Accepted Accepted as noted Not Accepted Received too late Accepted for bidding: Subject to review and Acceptance of Submittal Reviewed hy: Date: Notes: SECTION 004100 - BID FORM 1.01 THE PROJECT AND THE PARTIES A. PROJECT: SPOKANE VALLEY CITY HALL CITY OF SPOKANE VALLEY SPOKANE VALLEY, WA B. BID OPENING DATE / TIME: Per the Section 001000 — Advertisement for Bid C. BID OPENING LOCATION: SPOKANE VALLEY CITY HALL 11707 E. Sprague Ave., Council Chambers Spokane Valley, WA 99206 D. SUBMITTED BY: (Bidder to enter name and address) 1. Bidder's Full Name a. Address b. City, State, Zip E. ADDENDA Bidder acknowledges receipt of addenda by checking the box(es): 1❑ 20 30 40 5111 60 7❑ 8111 The modifications to the Bid Documents noted above have been considered and all costs are included in the Bid. 1.02 BASE BID A. Having examined the Place of the Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by Architects West, Inc. For the above-mentioned project, the undersigned, hereby offers to enter into a Contract to perform the Work for the Sum of: $ , in lawful money of the United States of America. Amount shall be shown in figures only. Amount includes all Work shown on or required by the drawings and specified in the Bidding and Contract Documents. B. We have included the required bid security as required by the Instructions to Bidders. C. All applicable federal taxes are included and State of Washington sales taxes are excluded from the Bid Sum. The Contractor should include State of Washington Business and Occupation taxes. 1.03 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for sixty (60) days from the bid closing date. B. If this bid is accepted by the Owner within the time period stated above, we will: 1. Execute the Agreement within seven days of receipt of Intent to Award. 2. Furnish the required bonds and Certificates of Insurance within seven days of receipt of Intent of Award. 03/12/16 BID FORM Spokane Valley City Hall (1509) 004100 - 1 3. Commence the Work within seven days after written Notice to Proceed. C. If this Bid is accepted within the time stated, and we fail to commence the Work or we fail to provide the required Bond(s) and Insurance, the security deposit shall be forfeited as damages to the Owner by reason of our failure. 1.04 FURTHER REQUIREMENTS Contractor certifies by submission of this Bid proposal that the products or materials to be furnished shall be asbestos free. The Owner will hold the Contractor liable for any asbestos removal expenses, which result from failure to meet this requirement. 1.05 CONTRACT TIME If this Bid is accepted, the Bidder will commence and complete the Work in accordance with prescribed schedules. 1.06 LIQUIDATED DAMAGES By submitting its Bid, Bidder represents it has reviewed the provision the Contract Documents for liquidated damages. Bidder agrees with the Owner that the specified liquidated damages are a reasonable estimate of the costs and damages the Owner will incur if the Contractor fails to achieve Substantial Completion with the as required by the Contract Documents. 1.07 BID FORM SLTPPLEMENTS The following Supplements will be submitted within one hour after base bid and will be considered an integral part of this Bid: 1. Subcontractor List. List of Alternates: Include the cost variations to the Bid Sum applicable to the Work as described in Section 012300. 1.08 ADDITIONAL REPRESENTATIONS BY BIDDER A. INSPECTIONS AND EVALUATIONS OF AVAILABLE INFORMTION. Bidder has personally inspected the site, that Bidder has satisfied itself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the work and to identify the quantities with the detailed requirements of the Contract Documents, and that this Bid is made according to the provisions and under the terms of the Contract Documents, which Documents are hereby made a part of this Bid. The Bidder further declares that Bidder has exercised its own judgment regarding the proper interpretation of available subsurface information and has utilized all data, which Bidder believes pertinent from the Engineer, Owner, and other sources and have made such independent investigations as the Bidder deems necessary in arriving at its own conclusions. 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 2 B. TRENCH EXCAVATION SAFETY SYSTEM INCLUDED ABOVE: Included in the above Base Bid is an amount for Trench Excavation Safety for any trenching exceeding a depth of four feet. (In accordance with Chapter 39.04 RCW and WAC 296-155-650, all costs for adequate trench safety systems are required to be identified in this Bid.) The Bidder certifies that the following amount is included in the Base Bid for Trench Excavation Safety Provisions. If no amount is entered, the Owner presumes that the Bidder represents that there are no Trench Excavation Safety costs for this Project. Trench Safety System DOLLARS ($) C. ADDITIONAL BIDDER CERTIFICATIONS Bidder certifies: 1. It will comply with the current Spokane County prevailing wages pursuant to RCW 39.12. See Washington State Prevailing Wage Rates and Benefit Code Key. 2. It is a registered contractor under RCW 18.27. 3. It will comply with RCW 30.30.360., Subcontractor Listing. 4. It has a current state unified business identifier number. 5. It has industrial insurance coverage for the its employees working in Washington as required in Title 51 RCW 6. It has an employment security department number as required in Title 50 RCW. 7. It has a state excise tax registration number as required in Title 82 RCW 8. It is not disqualified from bidding on any public works contract under RCW 39.06.010 (unregistered or unlicensed contractors) or RCW 39.12.065(3) (prevailing wage violations). 1.09 BID FORM SIGNATURE(S) If Sole Proprietor, Partnership or Joint Venture IN WITNESS hereto the undersigned have set their hands this day of 20 Name of Bidder (name each partner or joint venture partner) Washington Contractor's Registration No. Address Authorized Signature Position/Title If Corporation or Limited Liability Company (LLC) 03/12/16 BID FORM Spokane Valley City Hall (1509) 004100 - 3 IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this day of 20 Name of Corporation or Limited Liability Company (LLC) Washington Contractor' s Registration No. Address State of Incorporation or Organization Authorized Signature Position/Title 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 4 NON -COLLUSION CERTIFICATION SPOKANE VALLEY CITY HALL The undersigned person(s), firm, association or corporation certifies it has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this bid is submitted and certifies it has not divulged to or nor has discussed or compared its bid with other bidders and had not colluded with any other bidder or parties to bid whatsoever. Name: Person/entity submitting bid (print) Signature: Title: Date: 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 5 LIST OF SUBCONTRACTORS: If awarded a contract for the work, the undersigned Bidder will subcontract directly with the subcontractors listed below for the type of work designated. The Bidder shall not list two or more subcontractors to perform the same category of work unless subcontractors vary with bid alternates, in which case the bidder must indicate which subcontractor will be used for which alternate. If the Bidder intends to perform the designated work itself the Bidder must so indicate by c checking the appropriate box. If the Bid for an Alternate require a subcontractor different from the base Bid, the subcontractor must be identified along with the Alternate Nuinbers(s). A. Heating, Ventilation and Air Conditioning (HVAC): 1. Subcontractor Name: 2. [ ] Check here if Bidder will perform the work itself. 3. [ ] Check her if Bidder will neither perform the work itself nor directly subcontract the work. 4. Bid Alternates information if subcontractor will vary: Subcontractor Name: Category of work: Alternate Number(s): B. Electrical as described in RCW 19.28: 1. Subcontractor Name: 2. [ ] Check here if Bidder will perform the work itself. 3. [ ] Check her if Bidder will neither perform the work itself nor directly subcontract the work. 4. Bid Alternates information if subcontractor will vary: Subcontractor Name: Category of work: Alternate Number(s): C Plumbing as described in RCW 18.106: 1. Subcontractor Name: 2. [ ] Check here if Bidder will perform the work itself. 3. [ ] Check her if Bidder will neither perform the work itself nor directly subcontract the work. 4. Bid Alternates information if subcontractor will vary: Subcontractor Name: Category of work: Alternate Number(s): 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 6 Bidder's Signature: Title: Date: Finn Name: Address: 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 7 LIST OF ALTERNATES 1.01 PARTICULARS A. The following is the list of Alternatives referenced in the bid submitted by: B (Bidder) C. TO: Owner D. Dated and which is an integral part of the Bid Form. 1.02 ALTERNATES LIST The following amounts shall be added to or deducted from (circle one) the Base Bid Amount. Refer to Section 012300 - Alternatives: Schedule of Alternatives. A. Alternative # 1: (Add)(Deduct) $ Provide half basement. B Alternative # 2: (Add)(Deduct) $ Provide full basement. C. Alternative # 3: (Add)(Deduct) $ HVAC Zoning Kit D. Alternative # 4: (Add)(Deduct) $ Linear wood ceilings in lobbies. E. Alternative # 5: (Add)(Deduct) $ Linear wood ceilings in Council Chamber. F. Alternative # 6: NOT USED G. Alternative # 7: (Add)(Deduct) $ Steel fencing in lieu of chain link. H. Alternative # 8: (Add)(Deduct) $ Wood top rail at guardrails. 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 8 I. Alternative # 9: (Add)(Deduct) $ Spray foam insulation in exterior walls. J. Alternative # 10: (Add)(Deduct) $ Provide infrastructure of undergrounding of utilities along Sprague Ave. 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 9 Spokane �Valleyk BOND NO: CONTRACTOR'S BID DEPOSIT SURETY BOND to City of Spokane Valley, Washington We, , as Principal, existing under and by virtue of the laws of the State of Washington and authorized to do business in the State of Washington, and as Surety, organized and existing under the laws of the State of , are held and firmly bound unto the City of Spokane Valley, a Washington municipality, as Obligee, in the penal sum of 5% of the total amount bid, not to exceed $ , for the payment of which we jointly and severally bind ourselves, and our legal representatives and successors. WHEREAS, the Principal has submitted a bid for the Spokane Valley City Hall project. NOW THEREFORE, the condition of the obligation is such that if the Obligee shall accept the bid of Principal and make timely award to the Principal according to the terms of the bid documents; and the Principal shall, within ten days after notice of the award, exclusive of the day of notice, enter into the contract with the Obligee and furnish the contractor's bonds (performance and payment bonds) with Surety satisfactory to the Obligee in an amount equal to 100% of the amount of the bid proposed including additives, alternatives and Washington State sales tax, then this obligation shall be null and void; otherwise if the Principal fails to enter into the contract and fails to furnish the contractor's bonds within ten days of notice of award, exclusive of the day of notice, the amount of the bid deposit shall be forfeited to the Obligee, payable by the Surety; but in no event will the Surety's liability exceed the face amount of this bid bond. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. PRINCIPAL (CONTRACTOR) SURETY Principal Signature Date Surety Signature Date Printed Name Printed Name Title Title Name, address, and telephone of local office/agent of Surety Company is: END OF SECTION 004100 03/12/16 Spokane Valley City Hall (1509) BID FORM 004100 - 10 SECTION 005000 - AGREEMENT FORM PART 1 — GENERAL 1.01 REFERENCE TO AGREEMENT FORM A. "Standard Form of Agreement Between Owner and Contractor," AIA Document A101, 2007 Edition as published by the American Institute of Architects, 1735 New York Ave., NW, Washington D.C. 20006, as modified and supplemented by the Contract Documents will be used as the form of agreement for this project. B. The document is bound into this manual at the end of this section. END OF SECTION 005000 03/18/16 AGREEMENT FORM Spokane Valley City Hall (1509) 005000 - 1 r�l AIA Document A101- - 2007 Standard Form. of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the » day of« » in the year (In words, indicate day, month and year.) BETWEEN the Owner: (Name, legal status, address and other information) City of Spokane Valley 11707 E. Sprague Ave, Suite 106 Spokane Valley, WA 99206 Telephone Number: (509) 921-1000 and the Contractor: (Name, legal status, address and other information) To be determined by bid. for the following Project: (Name, location and detailed description) City of Spokane Valley New City Hall Spokane Valley, WA The Architect: (Name, legal status, address and other information) Architects West, Inc. 210 E. Lakeside Avenue Coeur d'Alene, ID 83814 Telephone Number: (208) 667-9402 Fax Number: (208) 667-6103 The Owner and Contractor agree as follows. ,ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AI 'standard form. AnlAdditions and Deletions pRe ort that notes added intormationr"as''well as ;revisions to the standard ;for -text -i8 available_from the author and should be This document has impotah"t legal consequence Consultations=wfih an attorney -"s encouraged with espect to its completion or ,Enodification AIA Document.A201T"-2007, General` Conditions'of the Contract for Co3patru"ct'ion,, is adopted in thisdocumeni by reference. Do not use" - with other general conditions u.iless this document -.is rgdifAdd. '7, ELECTRONIC COPYING of any portion of this AIA Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A101a' - 2007. Copyright 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects_ All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA4 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:18:16 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1129084752) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS 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, all of which 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 a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated_ in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement 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) «» If, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: « » § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than » (« ») days from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) « » AIA Document A101' - 2007. Copyright ® 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA5' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the m extent possible under the law. This draft was produced by AIA software at 14:18:16 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1129084752) Portion of Work Substantial Completion Date , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) K » ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be « » ($ « » ), subject to additions and deductions as provided in the Contract 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 the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of sucli other alternates showing the amount for each and the date when that amount expires.) § 4.3 Unit prices, if any: (Identify and state the unitprice; state quantity limitations, if any, to which the unitprice will be applicable.) Item Units and Limitations Price Per Unit ($0.00) § 4.4 Allowances included in the Contract Sum, if any: (Identify allowance and state exclusions, if any, from the allowance price.) Item Price arf�ticr �( 'wiGli \\�."16cA Vg ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 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. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: u» § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the a » day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the a » day of the K » month. 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 « » ( « ») days after the Architect receives the Application for,Payment. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent 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. The schedule of values shall 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. AIA Document A101. - 2007. Copyright 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted tothe maximum extent possible under the law. This draft was produced by AIA software at 19:18:16 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1129084752) § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take 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 Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of Cc » percent ( « » %). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201TM-2007, General Conditions of the Contract for Construction; .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 ( « > %); .3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. § 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase' the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for iricomplete Work, retainage applicable to such work and unsettled claims; and (Section 9.8.5 ofAMADocument A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .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 Section 9.10.3 of AIA Document A201-2007. § 5.1.8 Reduction or limitation of retainage, if any, shall be as follows:y (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting, from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the ,Contract Documents, insert here provisions for such reduction or limitation.) § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker-:. - - AIA Document A1015' - 2007. Copyright 0 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`' Document is protected by O.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA. Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19;18:16 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1129089752) (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) «» «» «» (( )} } § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201-2007 , the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding disputeresolution----•-°°°°- below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) [ « »; ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 [ « » ] Litigation in a court of competent jurisdiction [ « e ] Other (Sped) « )) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201;2007: ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract'£ Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 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.) . (( »%(< o § 8.3 The Owner's representative: (Name, address and other information) « » «11707 E, Sprague Ave, Suite 106 Spokane Valley, WA 99206 » «» «» 6lfr itS)�� f ((» a(fOlwOK 0� tl QQ((pp�� r �fn >r� ��( dRiii//Jj%`4;1 ���,��GppIIIIrI%III Jy (rrrt �(��� *414 Sf /A `?�c`�� tiv 5 .,.; `4in «�a�1«������ll�i� k?Ali4 r/%/f�rSA1i���GS��S�1rj�Ii�4���ri�lN 1 lei\�2Y�{.,�%11���`y(l i�\YI i I(�N�dfV,14��YU( ` § 8.4 The Contractor's representative: (Name, address and other information) 91 � `I�i(S lS4iS4Il{ 4(1j} a{IIQ0 'i Ir�g�aJi�jU�1 5 m�Ig1>>�s��`siJSW �000000 10000tJ1(01,fi00s. ,4 _4t 1ck .0t00404000,"110e10,0 V''r AIA Document A101'x — 2007. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA"' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAa Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:18:16 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1129084752) (< (< » K » § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: o )? r1 Suds )) ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A101-2007, Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A201-2007, General Conditions of the Contract for Construction. § 9.1.3 The Supplementary and other Conditions of the Contract: Document Title Date 'Pages, -..m § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Date Pages § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) (c » Number § 9.1.6 The Addenda, if any: Number Title Date Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents: .1 AIA Document E201TM-2007, Digital Data Protocol Exhibit, if completed by the parties, or the following: « N .2 Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Cor act Documerits: A1A-- Document A201-2007 provides that bidding requirements such as advertisement or invitation to bid, AIA Document A101a' - 2007. Copyright ® 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`' Document is protected by U,S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:18:16 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1129084752) Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) « N ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007. (State bonding requirements, if any, and limits of liability for insurance required in Article)] ofA7A Document Type of insurance or bond Limit of liability or bond amount ($0.00) A201-2007.) This Agreement entered into as of the day and year first written above. OWNER (Signature) «»«» CONTRACTOR (Signature) (Printed name and title) (Printed name and title) AIA Document A101'. - 2007. Copyright ® 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA5 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:18:16 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1129089752) SECTION 007000 - GENERAL CONDITIONS PART 1 - FORM OF GENERAL CONDITIONS 1.01 GENERAL CONDITIONS A. AIA Document A201, General Conditions of the Contract for Construction, 2007 Edition, is the General Conditions between the Owner and Contractor. B. The document is bound into this manual at the end of this section. END OF SECTION 007000 03/18/16 GENERAL CONDITIONS Spokane Valley City Hall (1509) 007000 - 1 AIA Document A2011 - 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) City of Spokane Valley New City lik Spokane Valley, WA THE OWNER: (Name, legal status and address) City of Spokane Valley 11707 E. Sprague Ave, Suite 106 Spokane Valley, WA 99206 THE ARCHITECT: (Name, legal status and address) Architects West, Inc. 210 E. Lakeside Avenue Coeur d'Alene, ID 83814 TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES ADDITIONS AND DELETIONS: The author of this document ,has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An`Additions and Deletions Report that', notes added information as well as revisions to the standard form -text is available, from the author and should be reviewed. This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification ELECTRONIC COPYING of any portion of this AIA" Document to another electronic file is prohibited and constitutes a violation of copyright laws as set forth in the footer of this document. AIA Document A201'. - 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARDING, This AIAf'Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) INDEX (Topics and numbers in bold are section headings.) Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Access to Work 3.16, 6.2.1, 12.1 Accident Prevention 10 Acts and Omissions 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 10.2.5, 10.2.8, 13.4.2, 13.7, 14.1, 15.2 Addenda 1.1.1, 3.11 Additional Costs, Claims for 3.7.4, 3.7.5, 6.1.1, 7.3.7.5, 10.3, 15.1.4 Additional Inspections and Testing 9.4.2, 9.8.3, 12.2.1, 13.5 Additional Insured 11.1.4 Additional Time, Claims for 3.2.4, 3.7.4, 3.7.5, 3.10.2, 8.3.2, 15.1.5 Administration of the Contract 3.1.3, 4.2, 9.4, 9.5 Advertisement or Invitation to Bid 1.1.1 Aesthetic Effect 4.2.13 Allowances 3.8, 7.3.8 All-risk Insurance 11.3.1, 11.3.1.1 Applications for Payment 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7, 9.10, 11.1.3 Approvals 2.1.1, 2.2.2, 2.4, 3.1.3, 3.10.2, 3.12.8, 3.12.9, 3.12.10, 4.2.7, 9.3.2, 13.5.1 Arbitration 8.3.1, 11.3.10, 13.1, 15.3.2, 15.4 ARCHITECT 4 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.4, 3.12.7, 4.1, 4.2, 5.2, 6.3, 7.1.2, 7.3.7, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1 Architect, Limitations of Authority and Responsibility 2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4, 9.4.2, 9.5.3, 9.6.4, 15.1.3, 15.2 Architect's Additional Services and Expenses 2.4, 11.3.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 Architect's Administration of the Contract 3.1.3, 4.2, 3.7.4, 15.2, 9.4.1, 9.5 Architect's Approvals 2.4, 3.1.3, 3.5, 3.10.2, 4.2.7 Architect's Authority to Rej ect Work 3.5, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright 1.1.7, 1.5 Architect's Decisions 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.2.14, 6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4.1, 9.5, 9.8.4, 9.9.1, 13.5.2, 15.2, 15.3 Architect's Inspections 3.7.4,4.2.2,4.2.9,9.4.2,9.8.3,9.9.2,9.10.1, 13.5 Architect's Instructions 3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.4.2, 13.5, 15.2 Architect's Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3.7 Architect's Representations 9.4.2,9.5.1,9.10.1 Architect's Site Visits 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Asbestos 10.3.1 Attorneys' Fees 3.18.1, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 Binding Dispute Resolution 9.7, 11.3.9, 11.3.10, 13.1, 15.2.5, 15.2.6.1, 15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11.3.2 Bonds, Lien 7.3.7.4, 9.10.2, 9.10.3 Bonds, Performance, and Payment 7.3.7.4, 9.6.7, 9.10.3, 11.3.9, 11.4 AIA Document A201'. — 2007. Copyright G 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. TIMINING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 9.8.5 Certificates for Payment 4.2.1, 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 14.1.1.3, 14.2.4, 15.1.3 Certificates of Inspection, Testing or Approval 13.5.4 Certificates of Insurance 9.10.2, 11.1.3 Change Orders 1.1.1, 2.4, 3.4.2, 3.7.4, 3.8.2.3, 3.11, 3.12.8, 4.2.8, 5.2.3, 7.1.2, 7.1.3, 7.2, 7.3.2, 7.3.6, 7.3.9, 7.3.10, 8.3.1, 9.3.1.1, 9.10.3, 10.3.2, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2, 15.1.3 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 2.2.1, 3.11, 4.2.8, 7, 7.2.1, 7.3.1, 7.4, 8.3.1, 9.3.1.1, 11.3.9 Claims, Definition of 15.1.1 CLAIMS AND DISPUTES 3.2.4, 6.1.1, 6.3, 7.3.9, 9.3.3, 9.10.4, 10.3.3, 15, 15.4 Claims and Timely Assertion of Claims 15.4.1 Claims for Additional Cost 3.2.4, 3.7.4, 6.1.1, 7.3.9, 10.3.2, 15.1.4 Claims for Additional Time 3.2.4, 3.7.4, 6.1.1, 8.3.2, 10.3.2, 15.1.5 Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 Claims Subject to Arbitration 15.3.1, 15.4.1 Cleaning Up 3.15, 6.3 Commencement of the Work, Conditions Relating to 2.2.1, 3.2.2, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1, 15.1.4 Commencement of the Work, Definition of 8.1.2 Communications Facilitating Contract Administration 3.9.1, 4.2.4 Completion, Conditions Relating to 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Compliance with Laws 1.6, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3"` Concealed or Unknown Conditions 3.7.4, 4.2.8, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 6.1.1, 6.1.4 Consent, Written 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2 Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.1.1,7.1.2, 7.1.3, 9.3.1.1 Construction Schedules, Contractor's 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance" 15.1.3 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 11.3.9, 14 Contract Administration 3.1.3,4,9.4,9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.3.6,11.4.1'. Contract Documents, Copies Furnished and Use of 1.5.2, 2.2.5, 5.3 Contract Documents, Definition of 1.1.1 Contract Sum 3.7.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1 "9.4.2,`9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.3.1, 14.2.4, 14.3.2, 15.1.4, 15.2.5 Contract Sum, Definition of 9.1 Contract Time 3.7.4, 3.7.5, 3.10.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 8.1.1,8.2.1,8.3.1,9.5.1,9.710.3.2,12.1.1,14.3.2, 15.1.5.1, 15.2.5 Contract Time, Definition of 8.1.1 CONTRACTOR 3 AIA Document A201'. — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was prodaced by AIA software at 14:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) Contractor, Definition of 3.1, 6.1.2 Contractor's Construction Schedules 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contractor's Employees 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11,1.1, 11.3.7, 14.1, 14.2.1.1 Contractor's Liability Insurance 11.1 Contractor's Relationship with Separate Contractors and Owner's Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.3.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11,3.1.2, 11.3.7, 11.3.8 Contractor's Relationship with the Architect 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 3.7.4, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.5, 15.1.2, 15.2.1 Contractor's Representations 3.2.1, 3.2.2, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility for Those Performing the Work 3.3.2, 3.18, 5.3, 6.1.3, 6.2, 9.5.1, 10.2.8 Contractor's Review of Contract Documents 3.2 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 14,1, 15.1.6 Contractor's Submittals 3.10, 3.11, 3.12,4, 4.2.7, 5.2.1, 5.2.3, 9.2, 9.3, 9,8.2, 9.8,3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.4.2 Contractor's Superintendent 3.9, 10.2.6 Contractor's Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.5, 7.3.7, 8.2, 10, 12, 14, 15.1.3 Contractual Liability Insurance 11.1.1.8, 11.2 Coordination and Correlation 1.2, 3.2.1, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications 1.5, 2.2.5, 3.11 Copyrights 1.5, 3.17 Correction of Work 2.3, 2.4, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.7 Costs 2.4, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.7, 7.3.8, 7.3.9, 9.10.2, 10.3.2, 10.3.6, 11.3, 12.1.2, 12.2.1, 12.2.4, 13,5, 14 Cutting and Patching 3.14, 6.2.5 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 10,2.1.2, 10.2.5, 10.4, 11.1.1, 11.3, 12.2.4 Damage to the Work 3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.4, 11.3.1, 12.2.4 Damages, Claims for 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11,3,5, 11,3.7, 14.1,3, 14.2,4, 15,1.6 Damages for Delay 6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2'! Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 15.2, 6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9,4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4, 15.1, 15,2 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work, Acceptance, Rejection and Correction of 2.3, 2.4, 3.5, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Definitions 1,1, 2.1.1, 3.1.1, 3.5, 3.12,1,13,12.2,3,1.2.3, 4.1.1, 15.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8;1, 9.1, 9.8.1 Delays and Extensions of Time 3.2,3.7.4,5.2.3,7.2.1,7.3.1,7.4,8.3,9.5.1,9,7, 10.3.2, 10.4, 14.3.2, 15.1.5, 15.2.5 Disputes 6.3, 7.3.9, 15.1, 15.2 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 3.11 Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 10.4, 14.1.1.2, 15.1.4 Employees, Contractor's 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1 Equipment, Labor, Materials or 1,1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4,2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2,1.1, 14.2.1.2 Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3.1, 3.4.1, 3.5, 3,7.1, 3.10,1, 3,12, 3.14, 4.2; 6.2.2, 7.1.3, 7.3.5, 8,2 9.5.1, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3.1, 15.1.3 AIA Document A201'. — 2007. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1959, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by 0.0, Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties,and will be prosecuted to themaximum extent possible under the law. This draft dao produced by ATA software at 19:21:26 on 02/05/2016 under Order No.1120717065 1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) Extensions of Time 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3, 7.4, 9.5.1, 9.7, 10.3.2, 10.4, 14.3, 15.1.5, 15.2.5 Failure of Payment 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.3.1, 11.3.5, 12.3, 14.2.4, 14.4.3 Financial Arrangements, Owner's 2.2.1, 13.2.2, 14.1.1.4 Fire and Extended Coverage Insurance 11.3.1.1 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials 10.2.4, 10.3 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3.17, 3.18, 9.10.2, 10.3.3, 10.3.5, 10.3.6, 11.3.1.2, 11.3.7 Information and Services Required of the Owner 2.1.2, 2.2, 3.2.2, 3.12.4, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Initial Decision 15.2 Initial Decision Maker, Definition of 1.1.8 Initial Decision Maker, Decisions 14.2.2, 14.2.4, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Initial Decision Maker, Extent of Authority 14.2.2, 14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Injury or Damage to Person or Property 10.2.8, 10.4 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5 Instructions to Bidders 1.1.1 Instructions to the Contractor 3.2.4, 3.3.1, 3.8.1, 5.2.1, 7, 8.2.2, 12, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.1, 6.1.1, 7.3.7, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 11 Insurance, Boiler and Machinery 11.3.2 Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 8.2.2, 11.1.2 Insurance, Loss of Use 11.3.3 Insurance, Owner's Liability 11.2 Insurance, Property 10.2.5, 11.3 Insurance, Stored Materials 9.3.2 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Interpretations, Written 4.2.11, 4.2.12, 15.1.4 Judgment on Final Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1,1, 9.6.4, 9.9.1, 10.2.2, 11.1.1, 11.3, 13.1, 13.4, 115.1, 13.5.2, V3.6, 14, 15.2.8, 15.4 Liens 2.1.2, 9.3.3, 9.10.2, 9.10.4, 15.2.8 Limitations, Statutes of 12.2.5, 13.7, 15.4.1.1 Limitations of Liability 2.3, 3.2.2, 3.5, 3.12.10, 3.17, 3.18.1, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 10.2.5, 10.3.3, 11.1.2, 11.2, 11.3.7, 12.2.5, 13.4.2 Limitations of Time 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 5.2, 5.3, 5.4.1, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10„11.1.3, 11.3.1.5, __ 11.3.6,11.3.10,12.2,13.5,1.3.7,14,15 Loss of Use Insurance 11.3.3 Material Suppliers 1.5, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5 Materials, Hazardous 10.2.4, 10.3 Materials, Labor, Equipment and 1.1.3, 1.1.6, 1.5.1, 3.4.1, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1, 14.2.1.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2 AIA Document A201'. — 2007. Copyright CG 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA” Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.11207170651 whichexpires on 02/27/2017, and is not for resale. User Notes: (1395279086) Mechanic's Lien 2.1.2, 15.2.8 Mediation 8.3.1, 10.3.5, 10.3.6, 15.2.1, 15.2.5, 15.2.6, 15.3, 15.4.1 Minor Changes in the Work 1.1.1, 3.12.8, 4.2.8, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1.1, 1.1.2, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 10.3.2, 11.3.1 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3 Nonconforming Work, Rejection and Correction of 2.3, 2.4, 3.5, 4.2.6, 6.2.4, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Notice 2.2.1, 2.3, 2.4, 3.2.4, 3.3.1, 3.7.2, 3.12.9, 5.2.1, 9.7, 9.10, 10.2.2, 11.1.3, 12.2.2.1, 13.3, 13.5.1, 13.5.2, 14.1, 14.2, 15.2.8, 15.4.1 Notice, Written 2.3, 2.4, 3.3.1, 3.9.2, 3.12.9, 3.12.10, 5.2.1, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1, 13.3, 14, 15.2.8, 15.4.1 Notice of Claims 3.7.4, 10.2.8, 15.1.2, 15.4 Notice of Testing and Inspections 13.5.1, 13.5.2 Observations, Contractor's 3.2, 3.7.4 Occupancy 2.2.2, 9.6.6, 9.8, 11.3.1.5 Orders, Written 1.1.1, 2.3, 3.9.2, 7, 8.2.2, 11.3.9, 12.1, 12.2.2.1, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1.1 Owner, Information and Services Required of the 2.1.2, 2.2, 3.2.2, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.3, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Owner's Authority 1.5, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 5.2.1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1, 9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.3, 11.3.10, 12.2.2, 12.3, 13.2.2, 14.3, 14.4, 15.2.7 Owner's Financial Capability 2.2.1, 13.2.2, 14.1.1.4 Owner's Liability Insurance 11.2 Owner's Relationship with Subcontractors 1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2 Owner's Right to Carry Out the Work 2.4, 14.2.2 Owner's Right to Clean Up 6.3 Owner's Right to Perform Construction and to Award Separate Contracts 6.1 Owner's Right to Stop the Work 2.3 Owner's Right to Suspend the Work 14.3 Owner's Right to Terminate the Contract 14.2 Ownership and Use of Drawings, Specifications and Other Instruments of Service 1.1.1, 1.1.6, 1.1.7, 1.5, 2.2.5, 3.2.2, 3.11, 3.17, 4.2.12, 5.3 Partial Occupancy or Use 9.6.6, 9.9, 11.3.1.5 Patching, Cutting and 3.14, 6.2.5 Patents 3.17 Payment, Applications for 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5, 9.6.3, 9.7, 9.8.5, 9.10.1, 14.2.3, 14.2.4, 14.4.3 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Payment, Failure of 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Payment, Final 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 12.3, 13.7, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7.3.7.4, 9.6.7, 9.10.3, 11.4 Payments, Progress 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 PAYMENTS AND COMPLETION 9 Payments to Subcontractors 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.7.4, 9.6.7, 9.10.3, 11.4 Permits, Fees, Notices and Compliance with Laws 2.2.2, 3.7, 3.13, 7.3.7.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 AIA Document A201 - 2007. Copyright gf., 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA/ Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA"' Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 8.2, 9.8, 9.9.1, 14.1.4, 15.1.3 Progress Payments 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 Project, Definition of 1.1.4 Project Representatives 4.2.10 Property Insurance 10.2.5, 11.3 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14, 15.2.8, 15.4 Rejection of Work 3.5, 4.2.6, 12.2.1 Releases and Waivers of Liens 9.10.2 Representations 3.2.1, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 Representatives 2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.2, 4.2.10, 5.1.1, 5.1.2, 13.2.1 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 5.3, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.2, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5, 3.7.4, 3.15.2, 4.2.6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14, 15.4 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3, 10.1, 10.2, 10.4 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the She, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Separate Contracts and Contactors 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, 12.1.2 Shop Drawings, Definition', of 3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7 Site, Use of 3.13, 6.1.1, 6.2.1 Site Inspections 3.2.2,33.3,3.7.1,3.7.4,4.2,942,9.10.1, 13.5 Site Visits, Architect's 3.7.4,4.2.2,4.2.9,9.4.2,9.5:1,9.9.2,9.10.1, 13.5 Special Inspections and Testing 4.2.6, 12.2.1, 13.5 Specifications, Definition of 1.1.6 Specifications 1.1.1, 1.1.6, 1.2.2, 1.5,3.11,'3.12.10,3.17,4.2.14— Statute .2. 4.mStatute of Limitations 13.7, 15.4.1.1 Stopping the Work 2.3, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4, Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations , 5.3, 5.4, 9.3.1.2, 9.6, 9.10, 1Q..2.1114.1, Submittals g 3.10,3.11,3.12,4.2.7,5.2.11,5.2.3,7.3.7,9.2,9:3, 9.8,9.9.1,9.10.2,9.10.3, 11;.1.3 Submittal Schedule 3.10.2, 3.12.5, 4.2.7 Subrogation, Waivers of 6.1.1, 11.3.7 Substantial Completion 4.2.9,8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9:1;9:1'3;•- 12.2, 13.7 Substantial Completion, Definition of 9.8.1 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of Architect 4.1.3 Substitutions of Materials 3.4.2, 3.5, 7.3.8 AIA Document A201m - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this ASA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) Sub -subcontractor, Definition of 5.1.2 Subsurface Conditions 3.7.4 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.7, 8.2, 8.3.1, 9.4.2, 10, 12, 14, 15.1.3 Surety 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2, 15.2.7 Surety, Consent of 9.10.2, 9.10.3 Surveys 2.2.3 Suspension by the Owner for Convenience 14.3 Suspension of the Work 5.4.2, 14.3 Suspension or Termination of the Contract 5.4.1.1, 14 Taxes 3.6, 3.8.2.1, 7.3.7.4 Termination by the Contractor 14.1, 15.1.6 Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.6 Termination by the Owner for Convenience 14.4 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 11.4.1, 12.2.1, 13.5 TIME 8 Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7, 10.3.2, 10.4, 14.3.2, 15.1.5, 15.2.5 Time Limits 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 12.2, 13.5, 13.7, 14, 15.1.2, 15.4 Time Limits on Claims 3.7.4, 10.2.8, 13.7, 15.1.2 Title to Work 9.3.2, 9.3.3 Transmission of Data in Digital Form 1.6 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, 8.3.1, 10.3 Unit Prices 7.3.3.2, 7.3.4 Use of Documents 1.1.1, 1.5, 2.2.5, 3.12.6, 5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect 13.4.2 Waiver of Claims by the Contractor 9.10.5, 13.4.2, 15.1.6 Waiver of Claims by the Owner 9.9.3, 9.10.3, 9.10.4, 12.2.2.1, 13.4.2, 14.2.4, 15.1.6 Waiver of Consequential Damages 14.2.4, 15.1.6 Waiver of Liens 9.10.2, 9.10.4 Waivers of Subrogation 6.1.1, 11.3.7 Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7 Weather Delays 15.1.5.2 Work, Definition of 1.1.3 Written Consent 1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1,;13.2, 13.4.2, 15.4.4.2 Written Interpretations 4.2.11, 4.2.12 Written Notice 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 5.2.1'8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 12.2.2, 12.2.4, 13.3, 14, 15.4.1 Written Orders 1.1.1, 2.3, 3.9, 7, 8.2.2, 12.1, 12.2, 13.5.2, 14.3.1, 15.1.2 AIA Document A201'. — 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U,S, Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum m extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not include the advertisement or invitation to bid, Instructions to Bidders, sample forms, AT; other information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor's bid or proposal, or portions of Addenda relating to bidding requirements. § 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Docinents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants, (2) between the Owner and a Subcontractor or a Sub -subcontractor, (3) between the Qwner and the Architect or the Architect's consultants or (4) between any persons or entities other, than the Owner and the Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. §1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Projept '' § 1.1.4 THE PROJECT��r The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner and by separate contractors. § 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and. dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. § 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials,-`" equipment, systems, standards and workmanship for the Work, and performance of related services. / § 1.1.7 INSTRUMENTS OF SERVICE / Instruments of Service are representations, in any medium of expression now known or later developed, of the tangible and intangible creative work performed by the Architect and the Architect's consultants under their respective professional services agreements. Instruments of Service may include, without limitation, studies, t______ surveys, models, sketches, drawings, specifications, and other similar materials. § 1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims =in Y --- accordance with Section 15.2 and certify termination of the Agreement under Section 14.2.2. § 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper. execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. AIA Document A201. - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA. Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. § 1.3 CAPITALIZATION Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the American Institute of Architects. § 1.4 INTERPRETATION In the interest of brevity the Contract Documents frequently omit modifying words such as"all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. § 1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE § 1.5.1 The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications, and will retain all common law, statutory and other reserved rights, including copyrights. The Contractor, Subcontractors, Sub -subcontractors, and materialor equipment suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights. § 1.5.2 The Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for execution of the Work. All copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor, Subcontractors, Sub -subcontractors, and material or equipment suppliers may not use the Instruments of Service on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner, Architect and the Architect's consultants. § 1.6 TRANSMISSION OF DATA IN DIGITAL FORM If the parties intend to transmit Instruments of Service or any other information or documentation in digital form, they shall endeavor to establish necessary protocols governing such transmissions, unless otherwise already provided in the Agreement or the Contract Documents. ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative. § 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of a written request, information necessary and relevant for the Contractor to evaluate, give notice of or enforce mechanic's lien rights. Such information shall include a correct statement of the record legal title to the property on which the Project is located, usually referred to as the site, and the Owner's interest therein. § 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 2.2.1 Prior to commencement of the Work, the Contractor may request in writing that the Owner provide reasonable evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract. Thereafter, the Contractor may only request such evidence if (1) the Owner fails to make payments to the Contractor as the Contract Documents require; (2) a change in the Work materially changes the Contract Sum; or (3) the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due. The Owner shall furnish such evidence as a condition precedent to commencement or continuation of the Work or the portion of the Work affected by a material change. After the Owner furnishes the evidence, the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. AIA Document A201n' — 2007. Copyright @© 1911, 1515, 1919, 1925, 1937, 1951, 1958, 1961, 1863, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Tn.stitute of Architects. All sights reserved. WARNING: This AIA`- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIL` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by ATA software at 19:21:26 on 02/05/2016 under Order t1n.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) § 2.2.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled torely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. § 2.2.4 The Owner shall furnish information or services required of the Owner by the Contract Documents -with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Contractor's performance of the Work with reasonable promptness after; receiving the Contractor's written request for such information or services. § 2.2.5 Unless otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. § 2.3 OWNER'S RIGHT TO STOP THE WORK If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or repeatedly fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such- -. order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to.aaduty on,the-part- of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Section 6.1.3. § 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fans within a ten-day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of thee' Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 CONTRACTOR § 3.1 GENERAL § 3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the f jurisdiction where the Project is located. The Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this Contract. The term "Contractor" means the Contractor or the Contractor's authorized representative. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. § 3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract. Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests; inspections or approvals required or performed by persons or entities other than the Contractor. § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. Aa. AIA Document A201. — 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA'£ Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. § 3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. § 3.2.4 If the Contractor believes that additional cost or time is involved because of clarifications or instructions the Architect issues in response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or 3.2.3, the Contractor shall make Claims as provided in Article 15. If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. If the Contractor perforans those obligations, the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents, or for nonconformities of the Contract Documents to applicable laws, statutes,ordinances,-codes,. rules and regulations, and lawful orders of public authorities. § 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning these matters. If the Contract Docwnents give specific instructions concerning construction means, methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the jobsite safety of such means, methods, techniques, sequences or procedures. If the Contractor deter urines that such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written instructions from the Architect. If the Contractor is then instructed to proceed with the required means, methods, techniques, sequences or procedures without acceptance of changes proposed by the Contractor, the Owner shall be solely responsible for any loss or damage arising solely from those Owner -required means, methods, techniques, sequences or procedures. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on behalf of, the Contractor or any of its Subcontractors. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already perfoiiiled to determine that such portions are in proper condition to receive subsequent Work. § 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether` temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work authorized by the Architect in accordance with Sections 3.12.8 or 7.4, the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. AIA Document A201'' — 2007. Copyright 1 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. § 3.5 WARRANTY The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit. Work, materials, or equipment not conforming to these requirements may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. Ii required bythe -- - Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. § 3.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. § 3.7 PERMITS, FEES, NOTICES AND COMPLIANCE WITH LAWS § 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit as well as for other permits, fees, licenses, and inspections by government agencies necessary for proper execution and completion of the Work that are customarily secured after execution of the Contract and-lgally - required at the time bids are received or negotiations concluded. § 3.7.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities applicable to performance of the Work. _ § 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. § 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract.®. Documents or (2) unknown physical conditions of an unusual nature, that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall promptly provide notice to the Owner and the Architect before conditions are disturbed and in no event later than 21 days after first observance of the conditions. The Architect willpromptly investigate such conditions and, if the Architect determines that they differ materially and cause,an increase or decrease in the Contractor's cost of, or time required for, performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in writing, stating the reasons. If either party disputes the Architect's determination or recommendation, that party maypoceed as provided in Article 15. § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and shall notify the Owner and Architect. Upon receipt of such notice, the Owner shall promptly take any action necessary to obtain governmental authorization required to resume- the operations. The Contractor shall continue to suspend such operations until otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains or features. Requests for adjustments in the Contract Sum and Contract Time arising from the existence of such remains or features may be made as provided in Article 15. § 3.8 ALLOWANCES § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, AIA Document A201. - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA°' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA! Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents, .1 Allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site, labor, installation co"sts, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances; and .3 Whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in Contractor's costs W under Section 3.8.2.2. § 3.8.3 Materials and equipment under an allowance shall be selected by the Owner with reasonable promptness. § 3.9 SUPERINTENDENT § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. § 3.9.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the name and qualifications of a proposed superintendent. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to the proposed superintendent or (2) that the Architect requires additional time to review. Failure of the Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 3.9.3 The Contractor shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not change the superintendent without the Owner's consent,. which shall not unreasonably be withheld or delayed. § 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES § 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. § 3.10.2 The Contractor shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's construction schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. § 3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one copy of approved Shop Drawings, Product Data, Samples and; similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. AIA Document A2014° - 2007. Copyright O 1911, 1915, 1918, 1925,. 1937,. 1951, 1958, 1961, 1963,. 1966,. 1970,. 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA= Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the marm extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065 1 which on 02/27/2017, and is not for resale. User Notes: (1345279086) § 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES § 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is=-,-. to demonstrate the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents: in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal' schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the ac ivities of the Owner or of separate contractors. § 3.12.6 By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents to the Owner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified materials, field measurements and field construction criteria related thereto, or will do so and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. _ § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documentsiequire submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Architect. § 3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. § 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous_ submittals. In the absence of such written notice, the Architect's approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documentsfora portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be - required to provide professional services in violation of applicable law. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled AIA Document A201. — 2007. Copyright CO 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute Of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) to rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or provided by such design professionals, provided the Owner and Architect have specified to the Contractor all perfol,liance and design criteria that such services must satisfy. Pursuant to this Section 3.12.10, the Architect will review, approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Contractor shall not be responsible for the adequacy of the perfoiniance and design criteria specified in the Contract Documents. § 3.13 USE OF SITE The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. § 3.14 CUTTING AND PATCHING § 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting and patching, unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner 'or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. § 3.15 CLEANING UP § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work, the Contractor shall remove waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials from and about the Project. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner nay do so and Owner shall be entitled to reimbursement from the Contractor. § 3.16 ACCESS TO WORK The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shall not be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect.: However, if the, Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. § 3.18 INDEMNIFICATION § 3.18.1 To the fullest extent permitted by law the Contractor shall indemnify and hold harmless the Owner, Architect, Architect's consultants, and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce AIA Document A201. - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The. American Institute of Architects. A11 rights reserved. WANING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) other rights or obligations of indemnity that would otherwise exist as to a party or person described in this Section 3.18. § 3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Contractor or a Subcontractor under workers' cgmpensation acts, disability benefit acts or other employee benefit acts. ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4.1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully practicing - architecture in the jurisdiction where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number. § 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contrac`tor`and Architect. Consent shall not be unreasonably withheld. § 4.1.3 If the employment of the Architect is terminated, the Owner shall employ a successor architect as to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the Architect. § 4.2 ADMINISTRATION OF THE CONTRACT_. a,.. _ -_ § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner's representative during construction until the date the Architect issues the final Certificate for Payment. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction, or as otherwise agreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating thatthe Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect will not be required toR, make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. The Architect will not have control over, charge of, or responsibility for, the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents, except as provided in S ction-3.3..1. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner (1) known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor, and (2) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. § 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been. specially' authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. § 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the-- Architect hemArchitect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the AIA Document A2015' — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA. Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) Work in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Architect or, in the absence of an_approved submittal schedule, with reasonable promptness while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10; and issue a final Certificate for Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. § 4.2.11 The Architect will interpret and decide matters conceming performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful perfolinance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith, § 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. AIA Document A201'. - 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA"° Document, or any portion of it, may result in vere civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perforin a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub - subcontractor. § 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to any such proposed person or entity or (2) that the Architect requires additional time for review. Failure of the Owner or Architect to reply within the 14 -day period shall constitute notice of no reasonable objection. § 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.3 SUBCONTRACTUAL RELATIONS By appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement that may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. When the Owner accepts the assignment of a subcontract agreement, the Owner assumes the Contractor's rights and obligations under the subcontract. AIA Document A201s` - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA` Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: {1345279086) § 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. § 5.4.3 Upon such assignment to the Owner under this Section 5.4, the Owner may further assign the subcontract to a successor contractor or other entity. If the Owner assigns the subcontract to a successor contractor or other entity, the Owner shall nevertheless remain legally responsible for all of the successor contractor's obligations under the subcontract. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such Claim as provided in Article 15. § 6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site, the term "Contractor" in the Contract Documents in each case shall mean the Contractor who executes each separate Owner -Contractor Agreement. § 6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. The Contractor shall -make any revisions to the construction schedule deemed necessary after a joint review and mutual agreement. The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. § 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs construction or operations related to the Project with the Owner's own forces, the Owner shall be deemed to be subject to the same obligations and to have the same rights that apply to the Contractor under the Conditions of the Contract, including," without excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. § 6.2.3 The Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a separate contractor because of the Contractor's delays, improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly tinged activities, damage to the Work or defective construction. § 6.2.4 The Contractor shall promptly remedy damage the Contractor wrongfully causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Section 10.2.5. § 6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. AIA Document A201"' - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAg' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AZA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086 § 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK § 7.1 GENERAL § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. § 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction' �ry' Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. § 7.2 CHANGE ORDERS § 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the 0 Architect stating their agreement upon all of the following: .1 The change in the Work; .2 The amount of the adjustment, if any, in the Contract Sum; and .3 The extent of the adjustment, if any, in the Contract Time. der, Contractor and § 7.3 CONSTRUCTION CHANGE DIRECTIVES § 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and ,.. Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum orContract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract; -order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly.° § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change,, Order. § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 As provided in Section 7.3.7. § 7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the, Owner -di-- Contractor, i '°-Contractor, the applicable unit prices shall be equitably adjusted. § 7.3.5 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. -Such -agreement -shall- -- be effective immediately and shall be recorded as a Change Order. AIA Document A201*' - 2007. Copyright ® 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA1 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 7.3.7 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall determine the method and the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount. In such case, and also under Section 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.7 shall be limited to the following: .1 Costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 Costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 Rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; .4 Costs of premiums for all bonds and insurance, permit fees, and sales, use or similar taxes related to the Work; and .5 Additional costs of supervision and field office personnel directly attributable to the change. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect's professional judgment, to be reasonably justified. The Architect's interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15 § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. § 7.4 MINOR CHANGES IN THE WORK The Architect has authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. § 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be AIA Document A201. — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA-" Document is protected by U.S. Copyright Lau and International Treaties. Unauthorized reproduction or distribution of this AIA= Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. § 8.3 DELAYS AND EXTENSIONS OF TIME § 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner; or by changes ordered in the Work; or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control; or by delay authorized by the Owner pending mediation and arbitration; or by other causes that the Architect determines may justify delay, then the Contract Time shall be extended by Change — Order for such reasonable time as the Architect may determine. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT SUM The Contract Sum is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. § 9.2 SCHEDULE OF VALUES Where the Contract is based on a stipulated sum or Guaranteed Maximum Price, the Contractor shall submit to the Architect, before the first Application for Payment, a schedule of values allocating the entire Contract Sum to the various portions of the Work and 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. § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, if required under Section 9.2, for completed portions of the Work. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions from Subcontractors and material suppliers, and shall reflect retainage if provided for in the Contract Documents. § 9.3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change Orders. § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or material supplier, unless such Work has been performed by others whom the Contractor intends to pay. § 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest, and shall include the costs of applicable insurance, storage and transportation to the site for such materials and equipment stored off the site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the AIA Document A201a' - 2007. Copyright C, 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. § 9.4 CERTIFICATES FOR PAYMENT § 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data comprising the Application for Payment that, to the best of the Architect's knowledge, information and belief, the Work has progressed to the point indicated and that the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on- site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 DECISIONS TO WITHHOLD CERTIFICATION § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Section 9.4.1. If the Contractor and Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a separate contractor; .6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 repeated failure to carry out the Work in accordance with the Contract Documents. § 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. § 9.5.3 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Architect will reflect such payment on the next Certificate for Payment. § 9.6 PROGRESS PAYMENTS § 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. AIA Document A201'. - 2007. Copyright 0 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to them im extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) § 9.6.2 The Contractor shall pay each Subcontractor no later than seven days after receipt of payment from the Owner the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in a similar manner. § 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information} regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architoct and Owner on account of portions of the Work done by such Subcontractor. § 9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor, except as may otherwise be required by law. § 9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. § 9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract Sum, payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials, or both, under contract with the Contractor for which payment was made by the Owner. Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor, shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. § 9.7 FAILURE OF PAYMENT If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount certified by the Architect or awarded by binding dispute resolution, then the Contractor may, upon seven additional days' written notice to the Owner and Architect, stop the Work until payment of the amount owing has been received. The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut- down, delay and start-up, plus interest as provided for in the Contract Documents. § 9.8 SUBSTANTIAL COMPLETION § 9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. § 9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to final payment. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. § 9.8.3 Upon receipt of the Contractor's list, the Architect will make an inspection to determine whether the Work or designated portion thereof is substantially complete. If the Architect's inspection discloses any item, whether or not included on the Contractor's list, which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before issuance of the Certificate of Substantial Completion, complete or correct such item upon notification by the Architect. In such case, the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. AIA Document A201'. — 2007. Copyright C. 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in e civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) § 9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety, if any, the Owner shall make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Section 11.3.1.5 and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be usedin order to determine and record the condition of the Work. § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. § 9.10 FINAL COMPLETION AND FINAL PAYMENT § 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on-site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents and that the entire balance found to be due. the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. § 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts` withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers aliens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. AIA Document A201g - 2007. Copyright G 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA'" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terns and conditions governing final payment, except that it shall not constitute a waiver of claims. § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled; r. -n .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. § 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee—Fs unsettled at the time of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining in connection with the performance of the Contract. t and supervising all safety precautions and programs § 10.2 SAFETY OF PERSONS AND PROPERTY § 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or affthe site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, , roadways, structures and utilities not designated for removal, relocation or replacement -in the coursb of construction. § 10.2.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. rr: § 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract,' reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual. methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured underproperty- insurance roperty insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed--- by mployed`- >by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. AIA Document A201" — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition. § 10.2.8 INJURY OR DAMAGE TO PERSON OR PROPERTY If either party suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or r not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. § 10.3 HAZARDOUS MATERIALS § 10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials. If the Contractor encounters a hazardous material or substance not addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. § 10.3.2 Upon receipt of the Contractor's written notice, the Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perforin the task of removal or safe containment of such material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the Owner and Contractor. By Change Order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut -down, delay and start-up. § 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the Contractor, Subcontractors, Architect, Architect's consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or resulting from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), except to the extent that such damage, loss or expense is due to the fault or negligence of the party seeking indemnity. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for materials or substances the Contractor brings to the site unless such materials or substances are required by the Contract Documents. The Owner shall be responsible for materials or substances required by the Contract Documents, except to the extent of the Contractor's fault or negligence in the use and handling of such materials or substances. § 10.3.5 The Contractor shall indemnify the Owner for the cost and expense the Owner incurs (1) for remediation of a material or substance the Contractor brings to the site and negligently handles, or (2) where the Contractor fails to perform its obligations under Section 10.3.1, except to the extent that the cost and expense are due to the Owner's fault or negligence. § 10.3.6 If, without negligence on the part of the Contractor, the Contractor is held liable by a government agency for the cost of remediation of a hazardous material or substance solely by reason of performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and expense thereby incurred. AIA Document A201'. - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING, This AIA'- Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 10.4 EMERGENCIES In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE § 11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located such insurance as will protect the Contractor from claims set forth below which may arise out of or result from the Contractor's operations and completed operations under the Contract and for which the Contractor may be legally liable, whether such operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any -of - them may be liable: .1 Claims under workers' compensation, disability benefit and other similar employee benefit acts that are applicable to the Work to be performed; .2 Claims for damages because of bodily injury, occupational sickness or disease, or death of the Contractor's employees; .3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than the Contractor's employees; .4 Claims for damages insured by usual personal injury liability coverage; .5 Claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; . 6 Claims for damages because of bodily injury, death of a person or property damage ansrig out of - ownership, maintenance or use of a motor vehicle; . 7 Claims for bodily injury or property damage arising out of completed operations; and .8 Claims involving contractual liability insurance applicable to the Contractor's obligations under Section 3.18. § 11.1.2 The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law, whichever coverage is greater. Coverages, whether Writtenon an occurrence or claims -made basis, shall be maintained without interruption from the date of commencement of the Work until the date of final payment and termination of any coverage required to be maintained after final payment, and, with respect to the Contractor's completed operations coverage, until the expiration of the period`for.correction: of Work or for such other period for maintenance of completed operations coverage as specified in the Contract Documents. § 11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work and thereafter upon renewal or replacement of each required policy of insurance. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner. An additional certificate evidencing continuation of liability coverage, including coverage for completed operations, shall be submitted with the final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness. § 11.1.4 The Contractor shall cause the commercial liability coverage required by the Contract Documents to include (1) the Owner, the Architect and the Architect's consultants as additional insureds for claims caused in whole -or in..., part by the Contractor's negligent acts or omissions during the Contractor's operations; and (2) the Owner,as an additional insured for claims caused in whole or in part by the Contractor's negligent acts or emissions during the---- Contractor's he" Contractor's completed operations. § 11.2 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. § 11.3 PROPERTY INSURANCE § 11.3.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company orcompanieslawfully- authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's AIA Document A201'. - 2007. Copyright ® 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAC Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) risk "all-risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract Modifications and cost of materials supplied or installed by others, comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. Such property insurance shall be maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made as provided in Section 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Section 11.3 to be covered, whichever is later. This insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub - subcontractors in the Project. § 11.3.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include, without limitation, insurance against the perils of fire (with extended coverage) and physical loss or damage including, without duplication of coverage, theft, vandalism, malicious mischief, collapse, earthquake, flood, windstorm falsework, testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for Architect's and Contractor's services and expenses required as a result of such insured loss. § 11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance that will protect the interests of the Contractor, Subcontractors and Sub -subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor in writing, then the Owner shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 If the property insurance requires deductibles, the Owner shall pay costs not covered because of such deductibles. § 11.3.1.4 This property insurance shall cover portions of the Work stored off the site, and also portions of the Work in transit. § 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE The Owner shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner; this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub -subcontractors in the Work, and the Owner and Contractor shall be named insureds. § 11.3.3 LOSS OF USE INSURANCE The Owner, at the Owner's option, may purchase and maintain such insurance as will insure the Owner against loss of use of the Owner's property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of the Owner's property, including consequential losses due to fire or other" hazards however caused. § 11.3.4 If the Contractor requests in writing that insurance for risks other than those described herein or other. special causes of loss be included in the property insurance policy, the Owner shall, if possible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. § 11.3.5 If during the Project construction period the Owner insures properties, real or personal or both, at or adjacent to the site by property insurance under policies separate from those insuring the Project, or if after final payment property insurance is to be provided on the completed Project through a policy or policies other than those insuring the Project during the construction period, the Owner shall waive all rights in accordance with the tennis of Section 11.3.7 for damages caused by fire or other causes of loss covered by this separate property insurance. All separate policies shall provide this waiver of subrogation by endorsement or otherwise. AIA Document A201a' — 2007. Copyright O 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA`Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717069 1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 11.3.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of each policy that includes insurance coverages required by this Section 11.3. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Each policy shall contain a provision that the policy will not be canceled or allowed to expire, and that its limits will not be reduced, until at least 30 days' prior written notice has been given to the Contractor. § 11.3.7 WAIVERS OF SUBROGATION The Owner and Contractor waive all rights against (1) each other and any of their subcontractors, sub - subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate _l contractors described in Article 6, if any, and any of their subcontractors, sub -subcontractors, agents and employees, for damages caused by fire or other causes of loss to the extent covered by property insurance obtainedpursuant-to--- this Section 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontractors, sub - subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest,in the property damaged. § 11.3.8 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and ymade — payable to the Owner as fiduciary for the insureds, as their interests may appear, subject to requirements of any _ applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar manner. § 11.3.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach, or as determined in accordance with the method of binding dispute resolution selected in the Agreement between the Owner and Contractor. If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience, replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7. § 11.3.10 The Owner as fiduciary shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power, if such ,.-- objection is made, the dispute shall be resolved in the manner selected by the Owner and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration as the method of binding dispute resolution, the Owner as fiduciary shall make settlement with insurers or,, in the case of a dispute over distribution of insurance proceeds, in accordance with the directions of the arbitrators.; § 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 The Owner shall have the right to require the Contractor to furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract. § 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment" of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 UNCOVERING OF WORK § 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the - Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. AIA Document A201' - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. A11 rights reserved. WARNING' This AIA"' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) § 12.1.2 If a portion of the Work has been covered that the Architect has not specifically requested to examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents, such costs and the cost of correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. § 12.2 CORRECTION OF WORK § 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION The Contractor shall promptly correct Work rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether discovered before or after Substantial Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected Work, including additional testing and inspections, the cost of uncovering and replacement, and compensation for the Architect's services and expenses made necessary thereby, shall be at the Contractor's expense. § 12.2.2 AFTER SUBSTANTIAL COMPLETION § 12.2.2.1 In addition to the Contractor's obligations under Section 3.5, if, within one year after the date of Substantial Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition. The Owner shall give such notice promptly after discovery of the condition. During the one-year period for correction of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to make the correction, the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable time during that period after receipt of notice from the Owner or Architect, the Owner may correct it in accordance with Section 2.4. § 12.2.2.2 The one-year period for correction of Work shall be extended with respect to portions of Work first performed after Substantial Completion by the period of time between Substantial Completion and the actual completion of that portion of the Work. § 12.2.2.3 The one-year period for correction of Work shall not be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. § 12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. § 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction, whether completed or partially completed, of the Owner or separate contractors caused by the Contractor's correction or removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations the Contractor has under the Contract Documents. Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the -Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. § 12.3 ACCEPTANCE OF NONCONFORMING WORK If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. AIA Document A201,x - 2007. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced. by AIA software at 19:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located except that, if the parties have selected arbitration as the method of binding dispute resolution, the Federal Arbitration Act shall govern Section 15.4. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors,''assigns and legal representatives to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Section 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assigmnent without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to a lender providing construction financing for the Project, if the lender assumes the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment. § 13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual, to a member!of the firm or entity, or to an officer of the corporation for which it was intended; or if delivered at, or sent by registered or certified mail or by courier service providing proof of delivery to, the last business address known to the party giving notice. § 13.4 RIGHTS AND REMEDIES § 13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise unposed or available by law. § 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver, of'a right, or duty afforded them under the Contract, nor shall such action or failure to act constitute approvaldf or acquiescence in a breach there under, except as may be specifically agreed in writing. § 13.5 TESTS AND INSPECTIONS § 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded, and (2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. § 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require. additional testing, inspection or approval not included under Section 13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such, procedureg -Such costs, except as provided in Section 13.5.3, shall be at the Owner's expense. § 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. § 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. AIA Document A201. - 2007. Copyright ® 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA0 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1395279086) § 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. § 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. § 13.6 INTEREST Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. § 13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence all claims and causes of action, whether in contract, tort, breach of warranty or otherwise, against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement within the time period specified by applicable law, but in any case not more than 10 years after the date of Substantial Completion of the Work. The Owner and Contractor waive all claims and causes of action not commenced in accordance with this Section 13.7. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; .2 An act of government, such as a declaration of national emergency that requires all Work to be stopped; .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor of the reason for withholding certification as provided in Section 9.4.1, or because the Owner has not made payment on a Certificate for Payment within the time stated in the Contract Documents; or .4 The Owner has failed to furnish to the Contractor promptly, upon the Contractor's request, reasonable evidence as required by Section 2.2.1. § 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion, or 120 days in any 365 -day period, whichever is less. § 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed, including reasonable overhead and profit, costs incurred by reason of such termination, and damages. § 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons perfonning portions of the Work under contract with the Contractor because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.3. § 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of a public authority; or AIA Document A201.. - 2007, Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA5' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. § 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Initial Decision Maker that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4; and .3 Finish the Work by whatever reasonable method the Owner may deem expedient, Upon written. _ request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. § 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14,2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. § 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Section 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is, was or would have been so suspended, delayed or interrupte&by another cause for which the Contractor is responsible; or j .2 that an equitable adjustment is made or denied under another provision of the Contract- -. . § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. § 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall �f d .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no 'further ..sulicontracts.m. r_ and purchase orders. § 14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead,and"profit on _,.. the Work not executed. '" ° ARTICLE 15 CLAIMS AND DISPUTES § 15.1 CLAIMS § 15.1.1 DEFINITION A Claim is a demand or assertion by one of the parties seeking, as a matter of right, payment of money, or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. The responsibility to substantiate Claims shall rest with the party making the Claim. AIA Document A201m — 2007. Copyright f) 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA`` Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/05/2016 under Order No.11207170651 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 15.1.2 NOTICE OF CLAIMS Claims by either the Owner or Contractor must be initiated by written notice to the other party and to the Initial Decision Maker with a copy sent to the Architect, if the Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the claimant first recognizes the condition giving rise to the Claim, whichever is later. § 15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim, except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. The Architect will prepare Change Orders and issue Certificates for Payment in accordance with the decisions of the Initial Decision Maker. § 15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to make a Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. § 15.1.5 CLAIMS FOR ADDITIONAL TIME § 15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time, written notice as; provided herein shall be given. The Contractor's Claim shall include an estimate of cost and of probable 'effect of delay on progress of the Work. In the case of a continuing delay, only one Claim is necessary. § 15.1.5.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction. § 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either party's termination in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of liquidated damages, when applicable, in accordance with the requirements of the Contract Documents. § 15.2 INITIAL DECISION § 15.2.1 Claims, excluding those arising under Sections 10.3, 10.4, 11.3.9, and 11.3.10, shall be referred to the Initial Decision Maker for initial decision. The Architect will serve as the Initial Decision Maker, unless otherwise indicated in the Agreement. Except for those Claims excluded by this Section 15.2.1, an initial decision shall be required as a condition precedent to mediation of any Claim arising prior to the date final payment is due, unless 30 days have passed after the Claim has been referred to the Initial Decision Maker with no decision having been rendered. Unless the Initial Decision Maker and all affected parties agree, the Initial Decision Maker will not decide disputes between the Contractor and persons or entities other than the Owner. § 15.2.2 The Initial Decision Maker will review Claims and within ten days of the receipt of a Claim take one or more of the following actions: (1) request additional supporting data from the claimant or a response with supporting data from the other party, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Initial Decision Maker is unable to resolve the Claim if the Initial Decision Maker lacks sufficient information to evaluate the merits of the Claim or if the Initial Decision Maker 'concludes that, in the Initial Decision Maker's sole discretion, it would be inappropriate for the Initial Decision Maker to resolve the Claim. AIA Document A201'm — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING, This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA5 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 19:21:26 on 02/05/2016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086) § 15.2.3 In evaluating Claims, the Initial Decision Maker may, but shall not be obligated to, consult with or seek information from either party or from persons with special knowledge or expertise who may assist the Initial Decision Maker in rendering a decision. The Initial Decision Maker may request the Owner to authorize retention of such persons at the Owner's expense. § 15.2.4 If the Initial Decision Maker requests a party to provide a response to a Claim or to furnish additional supporting data, such party shall respond, within ten days after receipt of such request, and shall either (1) provide a response on the requested supporting data, (2) advise the Initial Decision Maker when the response or supporting data will be furnished or (3) advise the Initial Decision Maker that no supporting data will be furnished. Upon receipt of the response or supporting data, if any, the Initial Decision Maker will either reject or approve the Claim in whole or in part. § 15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the Claim, or indicating that the Initial Decision Maker is unable to resolve the Claim. This initial decision shall (1) be iii writing; (2) state the reasons therefor; and (3) notify the parties and the Architect, if the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or Contract Tiine or both. The initial decision shall be final and binding on the parties but subject to mediation and, if the parties fail to resolve their dispute through inediation, to binding dispute resolution. § 15.2.6 Either party may file for mediation of an initial decision at any time, subject to the terms of Section 15.2.6.1. § 15.2.6.1 Either party may, within 30 days from the date of an initial decision, demand in writing that the, other party file for mediation within 60 days of the initial decision. If such a demand is made and the party receiving the demand fails to file for mediation within the time required, then both parties waive their rights to mediate or pursue binding dispute resolution proceedings with respect to the initial decision. § 15.2.7 In the event of a Claim against the Contractor, the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor's default, the Owner may, but is not obligated to, notify the surety and request the surety's assistance in resolving the controversy; § 15.2.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim may proceed in '. accordance with applicable law to comply with the lien notice or filing deadlines. § 15.3 MEDIATION § 15.3.1 Claims, disputes, or other matters in controversy arising out of or related to the Contract except those waived as provided for in Sections 9.10.4, 9.10.5, and 15.1.6 shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Mediation Procedures in effect on the date of the Agreement. A request for mediation shall be made in writing, delivered to the other party to the Contract, and filed with the person or entity administering the mediation. The request may be made concurrently with the filing of binding dispute resolution proceedings but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. If an arbitration is stayed pursuant to this Section 15.3.2, the parties may nonetheless proceed to the selection of the arbitrator(s) and agree upon a schedule for later proceedings. § 15.3.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.4 ARBITRATION § 15.4.1 If the parties have selected arbitration as the method for binding dispute resolution in the Agreement, any Claim subject to, but not resolved by, mediation shall be subject to arbitration which, unless the parties mutually agree otherwise, shall be administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules in effect on the date of the Agreement. A demand for arbitration shall be made in writing, delivered to the other party to the Contract, and filed with the person or entity administering the arbitration. The AIA Document A201"' - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 14:21:26 on 02/0512016 under Order No.1120717065_1 which expires on 02/27/2017, and is not for resale. User Notes: (1345279086 party filing a notice of demand for arbitration must assert in the demand all Claims then known to that party on which arbitration is permitted to be demanded. § 15.4.1.1 A demand for arbitration shall be made no earlier than concurrently with the filing of a request for mediation, but in no event shall it be made after the date when the institution of legal or equitable proceedings based on the Claim would be barred by the applicable statute of limitations. For statute of limitations purposes, receipt of a written demand for arbitration by the person or entity administering the arbitration shall constitute the institution of legal or equitable proceedings based on the Claim. § 15.4.2 The award rendered by the arbitrator or arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. § 15.4.3 The foregoing agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by parties to the Agreement shall be specifically enforceable under applicable law in any court having jurisdiction thereof, § 15.4.4 CONSOLIDATION OR JOINDER § 15.4.4.1 Either party, at its sole discretion, may consolidate an arbitration conducted under this Agreement with any other arbitration to which it is a party provided that (1) the arbitration agreement governing the other arbitration permits consolidation, (2) the arbitrations to be consolidated substantially involve common questions of law or fact, and (3) the arbitrations employ materially similar procedural rules and methods for selecting arbitrator(s)= § 15.4.4.2 Either party, at its sole discretion, may include by joinder persons or entities substantially involved in a common question of law or fact whose presence is required if complete relief is to be accorded in arbitration, provided that the party sought to be joined consents in writing to such joinder. Consent to arbitration involving an additional person or entity shall not constitute consent to arbitration of any claim, dispute or other matter in question not described in the written consent. § 15.4.4.3 The Owner and Contractor grant to any person or entity made a party to an arbitration conducted under this Section 15.4, whether by joinder or consolidation, the same rights of joinder and consolidation as the Owner and Contractor under this Agreement. AIA Document A201". — 2007. Copyright C, 1911, 1915, 191B, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2667 by The American Institute of ArchiLects. A11 rights reserved. WARNING: This AIA" Document is protected by U,1. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA" Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This draft WAS produced by ASA software at ]9:21:26 on 02/05/2016 under Order No.1120717065 1 whichcrpires on 02/27/2017, and is not for resale. User Notes: (1395279066) 008000 - 2007 SUPPLEMENTARY CONDITIONS These Supplementary Conditions form a part of and are incorporated in the contract for construction and modify, delete, add and replace provisions of the "General Conditions of the Contract for Construction, "AIA Document A201-2007." Provisions not altered remain in effect. All terms defined elsewhere in the Contract Documents shall have the same meanings here, unless the context clearly indicates otherwise. Article 1- General Provisions 1.1 Basic Definitions 1.1.1 The Contract Documents Add the following to the end of subparagraph 1.1.1: The Contract Documents also include the Instructions to Bidders and Standard Forms and Compliances. 1.2 Correlation and Intent of the Contract Documents Add the following Clause 1.2.3.1 to 1.2.3: 1.2.3.1 Conflicts in the Construction Documents shall be brought to the attention of the Architect. In such instances, the following is the order of authority of the documents, the first taking highest precedence: 1. Agreement (Owner -Contractor) 2. Addenda 3. National, State and local codes or ordinances 4. Other Conditions 5. Supplementary Conditions 6. General Conditions 7. *Specifications (Division 1 through 33). Specifications shall govern over drawings and general notes insofar as quality of materials, thickness or gauge of materials, finish of materials, composition of materials and quality of workmanship. 8. *Details 9. *Drawings. (Figure dimensions on drawings shall govern over nominal dimensions and over drawings without figured dimensions. Largest scale drawing covering any portion of the work shall govern over small-scale drawings of same portion of work, except as noted herein for figured dimensions). Actual physical dimensions of specified stock items shall govern over dimensions shown on drawings on work to receive such stock items. Custom items or modified stock items shall be fabricated to dimensions shown on drawings or to fit into other dimensioned work. *Note: Should conflict occur in or between Drawings, Details, and Specifications, Contractor shall be deemed to have estimated on more expensive way of doing work unless he has asked for and obtained a written decision 48 hours before submission of bids as to which method or materials will be required. If Work is shown on the drawings but not in the specifications or Work is specified or described in the specifications but not shown specifically on the drawings, the Work is to be provided at no additional costs with specifications or clarification drawings to be issued. Add the following to Paragraph 1.2.2: and shall not operate to make the Architect an arbiter to establish subcontract limits between Contractor 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 1 and Subcontractor. Add the following Subparagraphs 1.2.4 through 1.2.6 to 1.2: 1.2.4 Conditions of the Contract shall be read by all prime contractors and by each subcontractor or sub -subcontractor and shall be considered a part of each section of the Technical Specifications. Provisions of Contract Documents are binding on the contractors, subcontractor and sub -subcontractors for all work shown or indicated on the original Contract Documents plus any additional work authorized by change order, interpretation or field orders. In the event of an inconsistency in the Drawings or in the Specifications, or between the Drawings and the Specifications, unless otherwise ordered in writing by the Architect or the Owner, the Contractor shall provide the better or greater quantity of work or materials. 1.2.5 The Contractor shall notify the Architect of any condition he finds where, in his judgment, it will be desirable to modify the requirements to produce the best results. If the Contractor fails to make such request, he is deemed to have accepted the specified and/or detailed method of installation as being adequate to product first class, satisfactory work. Manufacturer's equipment specifications are based on models and/or construction and installation methods prevailing at the date of invitation and/or advertisement to submit to manufacturer's model and/or construction changes and other variations from the items specified shall be furnished and installed at no additional cost to Owner. 1.2.6 Requests by the Contractor for written interpretations and/or detail drawings shall be made to the Architect in a timely manner such as will allow ample time for their preparation and delivery without causing delays in the work. Failure of the Contractor to request needed clarifications and/or his proceeding with affected work prior to receiving same shall indicate his acceptance of any and all costs and/or delays required on account of necessary corrections. Article 3 - Contractor 3.3 Supervision and Construction Procedures Add the following Subparagraph 3.3.4 to 3.3: All grades, levels, bench marks, locations and corners shall be correctly established by the Contractor. 3.4 Labor and Materials 3.5 Warranty Add the following sentence to the end of Subparagraph 3.5: The Contractor shall maintain such warranty for a period of one (1) year from the date of Substantial Completion of the project not withstanding more extensive warranty requirements specified for certain elements and products used in the work in which case the longer warranty requirement shall apply. 3.6 Taxes Add the following Subparagraphs 3.6.2: 3.6.2 The Contractor in consideration of securing the business of erecting or constructing public works in this state and recognizing that the business in which he is engaged is of a transitory character, and that in the pursuit thereof, his property used therein may be without the State when taxes, excises or license fees to which he is liable become payable, agrees: 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 2 .1 To pay promptly when due all taxes (other than on real property), excises and license fees due to the State, its subdivisions, and during the term of this contract, whether or not the same shall be payable at the end of such term; .2 That if said taxes, excises, and license fees are not payable at the end of said term, but liability for the payment thereof exists even though the same constitute liens upon his property, to secure the same to the satisfaction of the respective officers charged with the collection thereof; and .3 That, in the event of his default in the payment of securing of such taxes, excises, and license fees to consent that the department, officer, board, or taxing unit entering into this contract may withhold from any payment due him hereunder the estimated amount of such accrued and accruing taxes, excises, and license fees for the benefit of all taxing units to which said contractor is liable. 3.9 Superintendent Add the following Paragraph 3.9.4: 3.9.4 Unless otherwise agreed in writing, the Superintendent shall remain on the Project site whenever Subcontractors of any tier are present and not less than eight (8) hours per day, five (5) days per week unless the job is closed down due to a legal holiday, a general strike, conditions beyond the control of the Contractor, termination of the Contract in accordance with the Contract Documents, or Final Completion is attained. The Superintendent shall not be employed on any other project during the course of the work. 3.18 Indemnification Replace Section 3.18 in its entirety with the following. 3.18 Indemnification / Hold Harmless 3.18.1 The Contractor shall defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the Public Entity. 3.18.2 Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the Public Entity, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. Article 7 - Changes in the Work Revise subsection 7.1.1 to read as follows: 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, solely by Change Order, Construction Change Directive or order for a minor change in the 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 3 Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. Add the following subsections: 7.1.4 Before a change in the Work is implemented, the Owner may request the Contractor to propose the amount of change to the Contract Sum, if any, and the duration of the change to the Contract Time, if any, arising out of the proposed change. The Contractor shall provide a responsive proposal within ten (10) days, specifying amounts by which the Contract Sum and/or Contract Time would change. Labor, materials and equipment shall be limited to and itemized in the manner described in Section 7.3.7. If the Owner accepts the proposal in writing the change will be incorporated into a future Change Order, and the changed work proceed expeditiously. If the Owner rejects the proposal, it may elect not effectuate the change in the Work or it inay order the change through a Construction Change Directive or supplemental instruction or an order for a minor change in the Work. The Architect may confer directly with Subcontractors of any tier concerning any item proposed to the Owner under this Article. 7.1.5 The execution of a Change Order constitutes a waiver by the Contractor of all Claims for additional compensation or time of performance arising out of the Work included in, changed by or deleted by the Change Order, except as specifically described in the Change Order. Reservations of rights are deemed void unless the reservation is described in and countersigned by the Owner. Any reservation of rights in any Change Order, Construction Change Directive, Change Order proposal, Application for Payment or any other document that has not been countersigned by the Owner shall be deemed disputed and not due or payable the reservation is withdrawn or changed in a manner satisfactory to the Owner or costs and time are renegotiated. 7.2 Change Orders Add the following 7.2.2: 7.2.2 Any Change Order prepared, including but not limited to those arising by reason of the parties' mutual agreement or by mediation, shall constitute a final and full settlement of all matters relating to or affected by the change in the work, including, but not limited to, all direct, indirect, and consequential costs associated with such change and any and all adjustments to the Contract Sum and Contract Time. In the event a Change Order increases the Contract Sum, the Contractor shall include the work covered by such Change Order in the Application for Payment as if such work were originally part of the Project and Contract Documents. 7.2.3 By the execution of a Change Order, the Contractor agrees and acknowledges that he has had sufficient time and opportunity to examine the change in work which is the subject of the Change Order and that he has undertaken all reasonable efforts to discover and disclose any concealed or unknown conditions which may to any extent affect the Contractor's ability to perfonn in accordance with the Change Order. Aside from those matters specifically set forth in the Change Order, the Owner shall not be obligated to make any adjustments to either the Contract Sum or Contract Time by reasons of any conditions affecting the change in work addressed by the Change Order which could have reasonably been discovered or disclosed by the Contractor's examination. 7.2.4 When requested by the architect, the contractor shall prepare prices for additional work. 7.2.5 For ease of administration, the Owner may seek changes in the work via a Change Order Proposal that will address a specific change or similar set of changes. Once agreed to, individual Change Order Proposals will be packaged into a Change Order. 7.2.6 The Contractor shall provide a cost breakdown for all adjustments in the contract sum, i.e. Change Orders, Change Order Proposals, and Construction Change Directives using the methodology described in 7.3.7. Section 7.3.8, 7.3.9, and 7.3.10 shall apply to all changes in the contract including Change Orders and Change Order Proposals. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 4 7.3 CONSTRUCTION CHANGE DIRECTIVES Add the following to subsection 7.3.3: .5 As mutually agreed by the Contractor and Owner. Revise subsection 7.3.4 as follows: 7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted, but not the any other portion of the Contract Sum or the Contract Time. Revise subsection 7.3.5 to read as follows: 7.3.5 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved. no later than within seven (7) days of receipt, the Contractor shall advise the Architect in writing of the Contractor's agreement or disagreement with the proposed adjustment or the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time._THE CONTRACTOR'S FAILURE TO TIMELY RESPOND SHALL BE DEEMED TO BE AN ACCEPTANCE THE OWNER'S PROPOSED ADJUSTMENT. If the Contractor disagrees with the proposed adjustment the Contractor shall specify the reasons for its disagreement in reasonable detail. The Contractor's timely disagreement shall not relieve the Contractor of its obligation to promptly proceed with the change in the Work involved and to comply promptly with any written noticed issued by the Owner or Architect. The adjustment shall then be determined by the Architect in accordance with the provisions of the Contract Documents. Revised subsection 7.3.6 as follows: 7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be incorporated into a future Change Order. Replace sub -paragraph 7.3.7 in its entirety with the following: If the Contractor disagrees pursuant to Subparagraph 7.3.5, or if cost is to be determined under Clause 7.3.3.3, the Contractor shall provide a not -to -exceed price for the Construction Change Directive Work within fourteen (14) days of receipt of the Construction Change Directive, and keep and present, in such forms as the Architect may prescribe, an itemized accounting together with supporting data. In order to facilitate checking of such quotations, all proposals, except those so minor that their propriety can be seen by inspection, shall be accompanied by complete itemization of costs, including labor, materials, and subcontract costs. Labor and materials shall be itemized in the manner described below. When major cost items arise from Subcontractors or Suppliers of any tier, these items shall also be itemized. Approval may not be given without such itemization. The Architect and the Owner may communicate directly with Subcontractors of any tier concerning costs and time of any Work included in a Construction Change Directive. Failure to provide data within fourteen (14) days of the Architect's request shall constitute waiver of any Claim for changes in the Contract Time or Contract Sum. The total cost of any change including a Claim under Paragraphs 15.1.4 or 15.1.5 shall be limited to the reasonable value as determined by the Architect (subject to appeal through the dispute resolution procedure of Article 15), according to the following. Unless otherwise agreed in writing by the owner, the cost shall not exceed the lower of the prevailing cost for the work in the locality of Project, or the cost of the work in the current editions of the R.S. Means Company, Inc., Building Construction Cost Data. If the Contractor disagrees 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 5 with the method or the adjustment in the Contract Time, the adjustment or method shall be referred to the Architect for determination, and any adjustment shall be limited to the change in the actual critical path of the Contractor's Construction Schedule directly caused thereby. a. Direct Labor Costs These are the estimated labor costs determined by either the estimated or actual number of additional craft hours and the hourly costs necessary to perforin the change in Work; or the unit labor costs applied to the material quantities, providing the unit labor costs are developed from the above craft cost; whichever is applicable, according to industry practice. 1. Basic Wages Current hourly wage rates, for all laborers, apprentices, journeyman, crew foreman, and general foreman performing and/or directly supervising the Changed Work on the site. Prior to the first Change in the Work, the General Contractor shall provide Direct Labor Costs for all pay levels for major subcontractors and General Contractor's own forces for review and approval by the Owner and Architect. These approved rates shall be the basis for all Changes in the Work for the Project. The premium portion of overtime wages is not included unless pre -approved by the Owner. 2. Fringe Benefits Fringe benefits paid by the Contractor. 3. Workman's Insurances Direct contributions to the State or to other carriers as Industrial Insurance. 4. Federal Insurances Direct Contributions required by the Federal Insurance Compensation Act, (FICA); Federal Unemployment Tax Act (FUTA); and State Unemployment Tax. b. Direct Material Costs This is an itemization of the quantity and cost of additional materials necessary to perforin the change in the Work. These costs shall be determined by the unit costs applied to the quantity and extended. The unit costs shall be based on the following: (1) The net costs after all offered or available discounts or rebates. (2) Freight costs; express charges; or special delivery costs when applicable. No lump sum costs will be allowed except when approved in advance by the Architect. c. Construction Equipment Usage Costs This is an itemization of the actual length of time construction equipment appropriate for the Work will be used solely on the change in the Work at the site times the applicable rental costs as established by the lower of the prevailing rate published in The Rental Rate Blue Book by Data Quest, San Jose, California, or the actual rate paid as evidence by rental receipts. Small tools are not considered equipment and are not separately compensable. Actual, reasonable mobilization costs are permitted if the equipment is brought to the Site solely for the change in the Work. If more than one rate is applicable, the lowest rate will be utilized. The rates in effect at the time of the performance of the Change work are the maximum rates allowable for equipment of modern design and in good working condition and include full compensation for furnishing all 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 6 fuel, oil, lubrication, repairs, maintenance, and insurance. Equipment not of modern design and/or not in good working condition will have lower rates. Hourly, weekly, and/or monthly rates, as appropriate will be applied to yield the lowest total cost. The rate for equipment necessarily standing by for future use on the Work shall be 50% of the rate established above. d. Prime Subcontractor's Proposals These are payments the Contractor makes directly to Subcontractors for changes work performed by the Subcontractor of any tier. Subcontractor's cost of Work is to be determined as in a, b, and c above. e. Fees This is the allowance for all combined overhead, profit, and other costs, including all office, home office, and site overhead (including project manager, project engineer, and superintendent's time), and includes delay, acceleration, and impact costs of any kind, added to the total cost to the Owner of any Change Order, Construction Change Directive, Claim or any claim for additional work or extra payment of any kind on this Project. It shall be strictly limited in all cases to the following schedule: (1) Fee by the Contractor When actually Performing the Work A total amount, no to exceed 15% of items a, b, and c above will be allowed. This is to compensate such contractor for all personnel not defined in a(1) above; temporary construction facilities„ home office costs; office engineering and estimating costs; and profit plus any other cost incidental to the performance of the change in work. (2) Fee by the Contractor or Subcontractors When not Actually Performing the Work Contractor (a) A total amount not to exceed 8% of the total amount of Subcontractor's proposal as defined in item `d' above will be allowed for the Fee marking up the Work of the Subcontractor's actually performing the change in the Work. (b) No direct labor by the Contractor will be allowed added to a Subcontractor's proposal. Contractor's direct labor, if required, must be submitted as outlined in Direct Labor Costs. (3) Subcontractor Administering but not Perfo,,,ling the Work In the case of a Subcontractor of any tier providing pass-through administration of a change, i.e., a change in which Work is performed by a lower tier Subcontractor to a Subcontractor, the administering Subcontract will be limited to a maximum of 8% Fee on the amount of the changed Work performed by its sub -subcontractor. A maximum total of 15% Fee will be allowed for administration by the administering Subcontractors and Contractor combined on Work performed by lower tier Subcontractors. In no case shall the total amount of Fee computed on a change, including lower tier Subcontractor, Sub -Subcontractor, and Contractor exceed a total of 30%. f. Cost of any Increase or Decrease in Premium by Insurance and Bond Caused by the Change. (1) General Contractor's Liability Insurance To the above, the costs of any changes in a Contractor's Liability Insurance arising directly from changed Work may be added. (2) Bond To the above, the cost of the additional premium for the Contractor's bond arising 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 7 directly from the changed work may be added. (3) B & O Tax Upon request, the Contractor shall provide the Owner with supporting documentation from its insurer or surety. g. Deductive Changes Items a, b, d, d, and f will be itemized for deleted changes in the Work. h. Additive Changes and Deductive Changes Together (1) If a change in the Work involves both additive and deductive changes, the appropriate Fee amount allowed will be added to the net difference of items a, b, c, and d. (2) If other additive changed items are included in the same change proposal, the appropriate Fee allowed is to be applied to these individual changed items. Revise subsection 7.3.8 as follows: 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be the largest of (i) the line item value in the Schedule of Values, (ii) the actual net cost as confirmed by the Architect, or (iii) the reasonable value of the deletion or change. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. Revise subsection 7.3.9 as follows: 7.3.9 Pending final determination of the total cost of a construction Change Directive to the Owner, and provided that any reservations of rights regarding the Construction Change Directive have been countersigned and agreed to by the Owner, undisputed costs for such changes in the Work may be included in Applications for Payment that are accompanied by an executed Change Order indicating the parties' agreement with such undisputed costs.. 7.4 Minor Changes in the Work Add the following sentence: 7.4.2 Minor changes in the work will be accomplished utilizing Architects Supplemental Instructions (ASI). Article 8 — Time Revise subsection 8.2.3 as follows: 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time and shall achieve Final Completion within forty five (45) days thereafter. Add the following 8.2.4: 8.2.4 Liquidated Damages. The timely completion of this project is essential to the Owner. The Owner 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 8 will incur serious and substantial special, incidental and consequential damages if Substantial Completion of the Work does not occur within the Contract Time; however, it would be difficult if not impossible to determine the amount of such damages, which could include, for example, personnel and overtime costs, transportation costs, design fees, governmental fees, storage costs, portable and off-site rental, loss of use and lost opportunities. Consequently, provisions for liquidated damages are included below. The Owner's right to liquidated damages is not affected by partial completion, occupancy, or beneficial occupancy. The Owner will assess, and the Contractor will be responsible for, liquidated damages of $2,000 for each calendar day beyond the date that Substantial Completion is not achieved. If the Owner elects, the Owner may complete all uncompleted contract work and back charge the Contractor for all costs incurred, in addition to the liquidated damages. The Contractor shall furnish sufficient forces, construction plant and equipment, and shall work such hours, including night shifts, overtime operations and weekend and holiday work as may be necessary to insure the production of the Work in accordance with the dates of Substantial Completion and Final Completion, and the approved Contractor's Construction Schedule. If the Contractor fails to perform in a timely manner in accordance with the Contract Documents and, through the fault of the Contractor or Subcontractor(s) of any tier fails to meet the Contractor's Construction Schedule, the Contractor shall take such steps as may be necessary to immediately improve its progress by increasing the number of workers, shifts, overtime operations or days of work or other means and methods, all without additional cost to the Owner. Add the following 8.2.5: 8.2.5 Any provisions in the Contract for liquidated damages shall not relieve or release the Contractor from liability for any and all damage or damages suffered by the Owner due to other breaches of the Contract or suffered by third parties or separate contractors. 8.3 DELAYS AND EXTENSIONS OF TIME Revise subsection 8.3.1 as follows: 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor employed by the Owner; or by changes ordered in the Work; or by adverse weather (see Section 15.1.5.2); or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control; or by delay authorized by the Owner pending mediation and litigation; or by other causes that the Architect or Owner determines may justify delay, then the Contract Time shall be extended by Change Order for such reasonable time as the Architect and the Owner may determine consistent with the provisions of the Contract Documents. Provided, however, in no event, however, shall the Contractor be entitled to any extension of Contract Time without proof of (1) delay to an activity on the Contract Schedule critical path that actually delays the Project completion beyond the date of Substantial Completion, or (2) delay causing an activity which was not on the critical path to go on to the Contract Schedule critical path so as to actually delay the Project completion beyond the date of Substantial Completion. Revise subsection 8.3.1 as follows: 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. Claims relating to time shall include any proposed changes in the Contract Time or the Contractor's Construction Schedule, a description of any event that could delay performance, the anticipated duration of the delay, the anticipated effect of the delay on the Contractor's Construction Schedule, and the action being taken to 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 9 mitigate or correct the delay situation. THAT THE OWNER OR ARCHITECT MAY BE AWARE OF THE OCCURRENCE OF THE DELAY EVENT OR THE EXISTENCE OF A DELAY THROUGH MEANS OTHER THAN THE CONTRACTOR'S WRITTEN NOTIFICATION SHALL NOT CONSTITUTE A WAIVER OF A TIMELY OR WRITTEN NOTICE OR CLAIM. Revise subsection 8.3.1 as follows: 8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. Provided, however, the Contractor shall not recover damages, an equitable adjustment or an increase in the Contract Sum or Contract Time from the Owner where the Contractor could have reasonably avoided the delay by the exercise of due diligence. The Contractor shall be able to recover an increase in the Contract Sum, provided it is consistent with the terms of the Contract Documents, only if the delay was in the critical path, was unreasonable and was caused by the Owner or anyone acting on its behalf as permitted under the Contract Documents. The Owner is not obligated directly or indirectly for damages, an equitable adjustment, or an increase in the Contract Sum for any delay suffered by a Subcontractor of any tier that does not increase the Contract Time. The Contractor shall not be entitled to any adjustment in the Contract Time or the Contract Sum, or to any additional payment of any sort, by reason of the loss or the use of any float time, including time between the Contractor's anticipated completion date and the end of the Contract Time, whether or not the float time is described as such on the Contractor's Construction Schedule. No damages will be allowed for any time prior to fourteen (14) days before receipt of written notice of the Claim of the delay pursuant to Article 15. Article 9 - Payments and Completion Revise section 9.2 as follows: 9.2 SCHEDULE OF VALUES At least fourteen (14) days before the first Application for Payment, the Contractor shall submit to the Architect, , a schedule of values allocating the entire Contract Sum to the various portions of the Work and prepared in such form and supported by such data to substantiate its accuracy as the Architect or Owner may require. This schedule, unless objected to by the Architect or the Owner, shall be used as a basis for reviewing the Contractor's Applications for Payment. Mobilization shall be shall be paid only if supported by an itemized breakdown of costs acceptable to the Owner. The schedule of values shall allocate a reasonable portion of the contract price as a separate line item to Commissioning, as defined in the Contract Documents, which Contractor shall allocate to those Subcontractors participating in Commissioning. The schedule of values allocate a reasonable portion of the contract price as a separate line item for that portion of the Work between Substantial Completion and Final Completion, including, completion of the punchlist, deliverables required by the Contract Documents, and completion of all requirements for Final Completion and final payment. Contractor and its Subcontractors will expend significant costs in advancing the Work from Substantial Completion to Final Completion, and that this amount is not earned until Final Completion of the Work is accomplished. This line item shall be entitled " Work between Substantial Completion and Final Completion " and will be earned and paid as a part of the final payment. THIS PERCENTAGE IS NOT RCW 60.28 STATUTORY RETAINAGE OR ANY OTHER RETAINAGE. 9.3 Applications for Payment 9.3.1 Add the following: In absence of section "Payment Procedures" in Division One of the specifications, this section will apply. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 10 Amounts paid to the Contractor are paid in trust to the Contractor for distribution to Subcontractors to the extent and in accordance with the approved Application for Payment. The Contractor agrees to make all records available to the extent deemed necessary by the Architect or Owner to verify the costs in the Contractor's payment request. Delete 9.3.2 and replace with the following: 9.3.2 If, after making a request for payment that includes sums payable to a Subcontractor but before paying a Subcontractor for its performance covered by the payment request, the Contractor discovers the payment due to the Subcontractor is subject to withholding under the Subcontract for unsatisfactory performance, the Contractor may withhold the amount as allowed under the subcontract, but it must provide written notice of the remedial actions that must be taken to the Subcontractor, the Owner and the Architect immediately after determining the cause for the withholding and before date the Subcontractor payment is due, and must pay the Subcontractor within ten (10) working days after the Subcontractor satisfactorily completes the remedial action identified in the notice. 9.6.3 Add the following to Subparagraph 9.6.3: The Owner, at his discretion, shall have the right to require the General Contractor to provide an audit of all payments made to Subcontractors and Suppliers. The Owner shall also have the right to require the General Contractor to furnish verification of payments made and/or Release of Claims for Payments on Owner -provided form from each Subcontractor and Supplier with each pay application. 9.8 Substantial Completion 9.8.5 Add the following sentence to Subparagraph 9.8.5: The payment shall be sufficient to increase the total payment to ninety-five (95) percent of the Contract sum less such amounts as the Architect shall determine for all incomplete work and unsettled claims. 9.9 PARTIAL OCCUPANCY OR USE Revise subsection 9.9.1 as follows: 9.9.1 The Owner may, upon written notice to the Contractor, take possession of, occupy or use any completed or partially completed portion of the Work at any stage, provided such occupancy or use is consented to by the insurer as required under Section 11.3.1.5 and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may continence whether or not the portion is substantially complete. Such partial occupancy or use shall not establish a Date of Substantial Completion or Final Completion, nor establish a date for termination or partial termination of the running of liquidated damages nor be deemed an acceptance of any portion of the Work nor prejudice any rights of the Owner under the Contract or under any insurance, bond, guaranty or other requirement of the Contract, nor relieve the Contractor of the risk of loss or any of its obligations under the Contract, nor constitute a waiver of any Owner claims or accelerate the time for any payment to the Contractor under the Contract. If the Contractor fails to achieve Substantial Completion of the Work within the Contract Time, or fails to achieve Final Completion of the Work within the time period set in the Contract Documents, the Owner take possession of, occupy or use all or any part of the Work without an increase in the Contract Time or Contract Sum on account of such possession or use. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld.. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 11 9.10 Final Completion and Final Payment Add the following Clause 9.10.1.1 to 9.10.1: 9.10.1.1 The final retainage shall become due and payable to the Contractor in not less than thirty (30) days after the issuance of the fmal Certificate for Payment by the Architect. Portions of Subparagraph 9.10.1 not in conflict with this modification shall remain in effect. Delete 9.10.4 and replace with the following: 9.10.4 Payment of Retainage: The retainage will be held and applied by the Owner as a trust fund in a manner required by RCW 60.28. The following items must be obtained prior to release of retainage: pursuant to RCW 60.28, a certificate from the Department of Revenue; pursuant to RCW 50.24, a certificate from the Department of Employment Security; and appropriate information from the Department of Labor and Industries. The Owner will process the release of retainage upon the expiration of sixty (60) days following Final Acceptance of the Work provided that the Owner has no claims under this Contract; that no notice of claim shall have been given as provided in RCW 60.28; and provided further that release of retention has been duly authorized by the State. Revise 9.10.5 as follows: 9.10.5. Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of and attached to the Contractor's final Application for Payment. Add the following Paragraph 9.11 to Article 9: 9.11 Liquidated Damages 9.11.1 The Contractor shall preserve and maintain all records necessary to determine compliance with Contract and the Contract Documents for a period of three (3) years following the date of Final Acceptance under the Contract and for such longer period as may be required by any other provision of the Contract. The Contractor agrees to make available at the office of the Contractor during normal business hours all records for inspection, audit and reproduction (including electronic reproduction) by the Owner or its representatives within seven (7) days of the Owner's request. Failure to fully comply with this requirement shall constitute a material breach of contract. The Contractor shall preserve such records 9.11.2 Each Subcontractor of any tier shall maintain books, ledgers, records, documents, estimates, bids, correspondence, logs, schedules, electronic data and other evidence relating or pertaining to the costs and/or performance of the Contract ("records") to such extent and in such detail as will properly reflect and fully support compliance with the requirements of the Contract Documents and with all costs, charges and other amounts of whatever nature. Each Subcontractor shall preserve such records for a period of three (3) years following the date of Final Acceptance under the Contract and for such longer period as may be required by any other provision of the Contract. Within seven (7) days of the Owner's request, a Subcontractor shall make available at the office of the Subcontractor during normal business hours all records for inspection, audit and reproduction (including electronic reproduction) by the Owner or its representatives; failure to do so shall constitute a waiver of all claims by that Subcontractor. Article 10 PROTECTION OF PERSONS AND PROPERTY 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 12 Add the following paragraph 10.1.2 10.1.2 Contractor shall take all necessary precautions for the safety of its employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from damage all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. No action or inaction of the Owner or the Architect relating to safety or property protection persons and property will affect the Contractor's sole and complete responsibility for performing the Work safely, or the Contractor's responsibility for the safety and welfare of its employees, of property and of the general public, or relieve the Contractor of sole and complete responsibility for the safety violations and the correction thereof, or relieve the Contractor of liability for the consequences of said violation, or impose an obligation on the Owner or Architect to inspect or review the Contractor's safety program or precautions or to enforce the Contractor's compliance with the requirements Article 10. Article 11 - Insurance and Bonds Replace Article 11 in its entirety with the following: 11.1 General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1- 07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor's Work through the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any insurance, self- insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 13 E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 11.2 Additional Insured All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • Architects West and its officers, employees, agents, and volunteers The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 11.3 Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor -provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1- 07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 11.4 Verification of Coverage The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 14 Verification of coverage shall include: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these requirements — actual endorsements must be submitted. Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 11.5 Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 11.6 Commercial General Liability Commercial General Liability insurance shall be written on coverage fon-ns at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products -completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1,000,000Each Occurrence $2,000,000 General Aggregate $2,000,000Products & Completed Operations Aggregate $1,000,000Personal & Advertising Injury each offence $1,000,000Stop Gap / Employers' Liability each accident 11.7 Automobile Liability Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 15 Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 11.8 Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 11.9 Performance Bond and Payment Bond The Contractor shall secure and to furnish as a part of the Contract Sum bonds from a surety company acceptable to the Owner, admitted and licensed in the State of Washington, possessing an A.M. Best rating of "A minus" or better and a financial rating of no less than "VIII," covering faithful performance of the Contract and payment of obligations arising thereunder, each in the full amount of the Contract Sum plus sales tax, pursuant to RCW 39.08, "Contractor's Bond.". Within ten (10) days after its execution of the Contract, the Contractor shall (1) submit a letter from its surety specifying the percentage to be paid by the Contractor for increases in the Contract Sum, and (2) deliver two copies of the bonds to the Owner and one copy to the Architect. THE OWNER MAY DECLINE TO ENTER INTO THE CONTRACT UNLESS AND MAY WITHHOLD PAYMENT TO THE CONTRACTOR UNTIL SUCH SURETY BONDS ARE RECEIVED. The Contractor shall be responsible for any delay in the Contract Time because of failure to submit acceptable bonds. 11.10 Indemnity / Hold Harmless The Contractor shall defend, indemnify and hold the Public Entity, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the Public Entity. Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the Public Entity, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this Agreement. Article 13 - Miscellaneous Provisions Revise subsection 13.3 as follows: 13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual, to the designated representative as identified in the A101 Agreement, or to an officer of the corporation for which it was intended; or if delivered at, or sent by registered or certified mail or by courier service providing proof of delivery to, the last business address known to the party giving notice. The date of written notice shall be the earlier of the date of personal delivery, actual receipt by fax, or three (3) calendar days after the date of postmark. Email shall not constitute written notice unless the parties so agree by execution of a change order. Delete section 13.7 and replace with the following? 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 16 13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence al] claims and causes of action, whether in contract, tort, breach of warranty or otherwise, against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement within the time period specified by applicable law and as set forth below. .1 Before Substantial Completion. For acts or failures to act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such date of Substantial Completion; . 2 After Substantial Completion and Prior to Final Certificate for Payment. For acts or failures to act occurring after the date of Substantial Completion and prior to issuance of the final Certificate for Payment, any applicable statute of ]imitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate for Payment; and . 3 After Final Certificate for Payment. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any Warranty provided under Section 3.5, the date of any correction of the Work or failure to correct the Work by the Contractor under Section 12.2, or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. .4 Discovery. Any applicable statute of limitations shall commence to run, and any alleged cause of action shall be deemed to have accrued, including causes of action solely for economic loss, in any and all events in accordance with the law of the State of Washington but not earlier than the later of the dates specified in Clauses .1 through .3 above or the date (within six (6) years of the above dates) of the Owner's discovery of the act or failure to act by the Contractor upon which the cause of action is based. 13.7.4 Final Payment to Contractor Acceptance of final payment by the Contractor shall constitute a waiver of Claims as described in Subparagraph 9.10.4. 13.7.5 Change Orders The execution of a Change Order shall constitute a waiver of Claims by the Contractor arising out of the Work to be performed or deleted pursuant to the Change Order, except as specifically described in the Change Order. General reservations of rights will be deemed waived and void unless the reserved rights are specifically described in detail to the satisfaction of the Owner and are initialed by the Owner. Add the following Section 13.8: 13.8 PREVAILING WAGES .1 Pursuant to RCW 39.12, "Prevailing Wages on Public Works," no worker, laborer, or mechanic employed in the performance of any part of the Work shall be paid less than the "prevailing rate of wage" (in effect as of the date that bids are due) as determined by the Industrial Statistician of the Department of Labor and Industries. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 17 .2 The State of Washington prevailing wage rates applicable for this public works project, which is located in Spokane County, may be found at the following website address of the Department of Labor and Industries: https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx. .3 To the extent that there is any discrepancy between the attached schedule of prevailing wage rates and the published rates applicable under WAC 296-127-011, or if no schedule is attached, the prevailing rates shall apply with no increase in the Contract Sum. It is the Contractor's responsibility to ensure that the correct prevailing wage rates are paid. The Contractor shall provide the respective Subcontractors with a schedule of the applicable prevailing wage rates. Questions relating to prevailing wage data should be addressed to the Industrial Statistician upon request. .4 Mailing Department of Labor and Industries Address: Prevailing Wage Office P.O. Box 44540 Olympia, WA 98504 Telephone: (360) 902-5335 Facsimile: (360) 902-5300 .5 Pursuant to RCW 39.12.060, in case any dispute arises as to what are the prevailing rates of wages for work of a similar nature, and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the director of the Department of Labor and Industries of the state, and his or her decision therein shall be final and conclusive and binding on all parties involved in the dispute. .6 The Contractor shall defend, indemnify and hold the Owner harmless, including attorneys' fees, from any violation or alleged violation by the Contractor or any Subcontractor of any tier of RCW 39.12 ("Prevailing Wages on Public Works") and Chapter 51 RCW ("Industrial Insurance"), including without limitation RCW 51.12.050. 13.8.1 Add the following: The Contractor shall maintain policies of employment as follows: 13,8.1.1The Contractor and the Contractor's Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex or national origin. The Contractor shall take affirmative action to insure that appliances are employed, and that employees are treated during employment without regard to their race, religion, color, sex or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of nondiscrimination. 13.8.1.2 The Contractor and the Contractor's Subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex or national origin. 3.18.4 The obligations of the Contractor under this Paragraph 3.18 shall not extend to the liability of the Architect, his agents, or employees arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. Add the following Section 13.9 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 18 13.9 EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, sexual orientation, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment. This requirement shall apply, but not be limited to the following: employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973 or any other applicable federal, state or local law or regulation regarding non-discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. Add the following Section 13.10 13.10 INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST It is the intention and understanding of the Parties that the Contractor shall be an independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes as due. Industrial or any other insurance which is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Contract to an employment contract. It is recognized that Contractor may perform work during the Term of this Contract for other third parties; provided, however, that such performance of other work shall not conflict with or interfere with the Contractor's ability to perform the Work. Contractor agrees to resolve any such conflicts of interest in favor of the City. Add the following Section 13.11 13.11 SUBCONTRACTOR RESPONSIBILITY Contractor shall verify responsibility criteria for each first tier subcontractor, and a subcontractor of any tier that hires other subcontractors must verify responsibility criteria for each of its subcontractors. Verification shall include that each subcontractor, at the time of subcontract execution, meets the responsibility criteria listed in the Instructions to Bidders and possesses an electrical contractor license, if required by chapter 19.28 RCW, or an elevator contractor license, if required by chapter 70.87 RCW. This verification requirement must be included in every public works subcontract or every tier. Article 15 — Claims and Disputes Revise subsection 15.1.1 as follows: 15.1.1 DEFINITION A Claim is a demand or assertion by one of the parties seeking, as a matter of right, adjustment or interpretation of the Contract terms, payment of money, extension of time, or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract Documents. The responsibility to 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 19 substantiate Claims shall rest with the party making the Claim. Claims must be initiated in writing and include the information and substantiation required by the Contract Documents. Neither a Request for Information, nor a Construction Change Directive, nor a Change Order, nor a reservation of rights, nor minutes of a meeting, nor a Daily Report, nor a log entry, nor an Owner's request for or the Contractor's response to a Change Order proposal, nor a notice of a potential or future Claim shall constitute a Claim. 15.1.2 Notice of Claims Delete subsection 15.1.2 in its entirety. Revise subsections 15.1.3 —15.1.6 as follows: 15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim, including the dispute resolution process and except as otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall proceed diligently with performance of the Contract and maintain the Contractor's Construction Schedule, and the Owner shall continue to make payments in accordance with the Contract Documents.. 15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to make a Claim for an increase in the Contract Sum, written notice as provided herein shall be given before proceeding to execute the Work, and a written notice and a written Claim must be made in accordance with this Article 15, or it will be waived. The Contractor shall not be entitled to an increase in the Contract Sum or Contract Time arising out of an error or conflict in or among the Contract Documents where the Contractor failed adequately to review the Contract Documents or failed timely to report a known error or conflict to the Architect in a timely manner consistent with the requirements of the Contract Documents. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. 15.L5 CLAIMS FOR ADDITIONAL TIME 15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time, written notice as provided herein shall be given, and a written Claim must be made in accordance with Article 15, or it will be waived. The Contractor's Claim shall include an estimate of any cost and of probable effect of delay on progress of the Work. In the case of a continuing delay, only one Claim is necessary. Any adjustment in the Contract Time arising from a Change or a Claim shall be limited to the change in the actual critical path of the Project directly caused thereby. If the delay was not caused by the Owner, the Contractor, a Subcontractor of any tier, or the Architect, or anyone acting on behalf of any of them, the Contractor is entitled only to an increase in the Contract Time in accordance with the Contract Documents but not a change in the Contract Sum. If the delay was caused by the Contractor, a Subcontractor of any tier, or anyone acting on behalf of any of them, the Contractor is not entitled to an increase in the Contract Time or in the Contract Sum. 15.1.5.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time, could not have been reasonably anticipated and had an adverse effect on the scheduled construction, and that the Work was on schedule (or not behind schedule through the fault of the Contractor) at the time the adverse weather conditions occurred. Neither the Contract Time nor the Contract Sum will be adjusted for normal inclement weather. The Contractor shall be entitled to a change in the Contract Time (but not a change in the Contract Sum) if the Contractor can substantiate to the reasonable satisfaction of the Owner and Architect that (1) there was materially greater than normal inclement weather considering the full tern of the Contract Time and using a ten (10) year average of accumulated record mean values from climatological data compiled by the U.S. Department of Commerce National Oceanic and Atmospheric Administration for the locale closest to the Project and that the alleged abnormal inclement weather actually extended the critical path of the Work. The change in Contract Time shall be provisional until 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 20 Substantial Completion has been achieved, at which time the change in Contract Time shall be calculated as the total net accumulated number of calendar days lost due to inclement weather from commencement of the Work until Substantial Completion exceeds the total net accumulated number to be expected for the same period from the aforesaid data. 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal and home office overhead and expenses including without limitation the compensation of personnel stationed there, for losses of financing, business and reputation, for losses on other projects, and for loss of profit, and for interest or financing costs except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either parry's termination in accordance with Article 14. Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of liquidated damages, when applicable, in accordance with the requirements of the Contract Documents; damages specified in the A101-2007 Agreement; or an obligation of the Contractor to indemnify the Owner for direct, indirect or consequential damages alleged by a third party. Add the following to subsection 15.1.7: 15.1.7 FALSE CLAIMS The Contractor shall not make any negligent or fraudulent misrepresentations, concealments, errors, omissions, or inducements to the Owner in the formation or performance of this Agreement. If the Contractor or a Subcontractor of any tier submits a false or frivolous Claim to the Owner, which for purposes of this Section 15.1.7 is defined as a Claim based in whole or in part upon a materially incorrect fact, statement, representation, assertion, or record, the Owner shall be entitled to collect from the Contractor by offset otherwise (without prejudice to any right or remedy of the Owner) any and all costs and expenses, including investigation and consultant costs, incurred by the Owner in investigating, responding to, and defending against such false or frivolous Claim. Revise Section 15.2 as follows: 15.2 RESOLUTION OF CLAIMS AND DISPUTES Delete 15.2.1 — 15.2.6 in their entirety and replace with the following: 15.2.1 In an effort to reduce the incidence and costs to all parties of extended disputes, all Claims, direct or indirect, arising out of, or relating to, the Contract Documents or the breach thereof, except claims which have been waived under the terms of the Contract Documents, shall be decided exclusively by the following alternative dispute resolution procedure unless the parties mutually agree in writing otherwise. 15.2.2 The Contractor shall submit a written notice of any Claim (except for Claims requiring notice before proceeding with the affected Work) to the Owner and the Architect within fourteen (14) days of the occurrence of the event giving rise to such Claim. The notice shall include a clear description of the event causing the Claim. For all Claims, the Contractor shall submit a written Claim as provided herein within thirty (30) days of submitting the notice. Claims shall include a clear description of the Claim and any proposed change in the Contract Sum (showing all components and calculations) and/or Contract Time (showing cause and analysis of the resultant delay in the critical path and other information referenced in Section 8.3.2) and shall provide all data supporting the Claim, including a complete explanation as to why the relief sought is not within the scope of the Contract Documents. The Claim 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 21 shall be deemed to include all changes, direct and indirect, in cost and in time to which the Contractor (and Subcontractors of any tier) is entitled and may not contain reservations of rights without the Owner's written approval; any such unapproved reservations of rights shall be without effect. Failure to properly submit the notice within fourteen (14) days of the occurrence of the event giving rise to such Claim or to properly submit a Claim within thirty (30) days of submitting the notice shall constitute waiver of the Claim. Any claim of a Subcontractor of any tier may be brought only through, and after review by, the Contractor. For the purposes of calculating such time periods, an "event giving rise to a Claim," among other things, is not a Request for Information but rather is a response that the Contractor believes would change the Contract Sum and/or Contract Time. 15.2.3 Notice and Claims. The Contractor expressly acknowledges and agrees (1) that no act, omission, or knowledge, actual or constructive, of the Owner or the Architect shall in any way be deemed to be a waiver of the requirement for timely written notice and a timely written Claim unless the Owner and the Contractor sign an explicit, unequivocal written waiver, and (2) the fact that the Owner and the Contractor or the Architect and the Contractor may consider, discuss, or negotiate a Claim that is or may be defective or untimely under the Contract shall not constitute a waiver of the provisions of the Contract Documents unless the Owner and Contractor sign an explicit, unequivocal waiver. The Contractor further acknowledges and agrees that (3) the Contractor's failure to timely submit required notices and/or timely submit Claims has a substantial impact upon and prejudices the Owner and that the Owner is prejudiced by the Contractor's failure timely to submit required notices and/or Claims (including, but not limited to, the inability to mitigate, investigate, choose alternatives, delete or change the Work, adjust budgets, and monitor) and the Owner shall not be required to prove or establish actual prejudice to enforce the notice or Claim submittal time provisions of the Contract. 15.2.4 After the Owner's receipt of the Contractor's written Claim, the Owner may require that an officer of the Contractor meet and attempt to resolve the Claim. If the Claim is not resolved during such meeting, the Contractor may bring no litigation against the Owner unless the Claim is first subject to nonbinding mediation as described in this Article 15. This requirement cannot be waived except by an explicit written waiver signed by the Owner and the Contractor. 15.2.5 The Owner or Architect will review Claims and within 30 days of the receipt of a Claim take one or more of the following actions: (1) request additional supporting data, (2) reject the Claim in whole or in part, (3) approve the Claim, (4) offer a compromise, or (5) advise the Contractor that the Owner or Architect is unable to resolve the Claim if the Owner lacks sufficient information to evaluate the merits of the Claim. 15.2.6 If the Owner or Architect requests the Contractor to provide a response to an offer to compromise or to furnish additional supporting data, the Contractor shall respond, within 14 days after receipt of such request, and shall either (1) provide a response to the offer of compromise or on the requested supporting data, (2) advise the Owner or Architect when the response or supporting data will be furnished or (3) advise the Owner or Architect that no supporting data will be furnished. Within 14 days of the response or supporting data, if any, the Owner or Architect will either reject or approve the Claim in whole or in part or advise the Contractor that it needs more time to consider the Claim. 15.3 Mediation Revise Section 15.3 as follows: 15.3.1 Claims, disputes, or other matters in controversy arising out of or related to the Contract shall be subject to mediation as a condition precedent to the initiation of binding dispute resolution. This requirement cannot be waived except by an explicit written waiver signed by the Owner and the Contractor. 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 22 15.3.2 The parties shall endeavor to resolve their Claims by mediation. All unresolved Claims shall be considered at a single mediation session that shall occur after Substantial Completion but prior. to Final Acceptance by the Owner unless the Owner and the Contractor mutually agree in writing otherwise. A request for mediation shall be filed in writing with the other party to the Contract, and the parties shall promptly attempt to mutually agree upon a mediator. If the parties have not reached agreement on a mediator within thirty (30) days of the request, either party may file the request with the American Arbitration Association or such other alternative dispute resolution service to which, the parties mutually agree, with a copy to the other party, and the mediation shall be administered by the American Arbitration Association (or other mutually agreed service) in accordance with its Construction Industry Mediation Procedures currently in. A request for mediation shall be made in writing, and delivered to the other party to the Contract; Mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending the completion of mediation, unless stayed for a longer period by agreement of the parties or court order. 15.3.3 The parties to the mediation shall share the mediator's fee and any filing fees equally. The mediation shall be held in the City of Spokane Valley, unless another location is mutually agreed upon in writing. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. Add the following to Article 15 § 15.3.4 An officer of the Contractor with authority to settle Claims must attend the mediation session. 15.4 Arbitration Revise section 15.4 as follows: 15.4 LITIGATION 15.4.1 Litigation. The Contractor may bring no litigation on Claims unless the Contractor has followed the procedures of this Article 15. The Contractor shall have the burden to demonstrate compliance with Article 15. 15.4.1.1 All unresolved Claims of the Contractor are waived and released unless the Contractor has followed the procedures of this Article 15, and litigation is served and filed within the earlier of (a) 120 days after the Date of Substantial Completion or (b) sixty (60) days after Final Acceptance. This requirement cannot be waived except written waiver signed by the Owner and the Contractor. The pendency of mediation (the time period between the written mediation request and the date of mediation) shall toll these deadlines until (60) days after the scheduled date of the mediation session.. 15.4.1.2 The Owner may join the Contractor as a party to any litigation or arbitration involving the alleged fault, responsibility, or breach of contract of the Contractor or Subcontractor of any tier. Delete subsections 15.4.2, 15.4.3 and all of subsection 15.4.4 END OF SUPPLEMENTARY CONDITIONS 03/14/16 SUPPLEMENTARY CONDITIONS Spokane Valley City Hall (1509) 008000 - 23 Spokane �mValley BOND NO: CONTRACTOR'S BID DEPOSIT SURETY BOND to City of Spokane Valley, Washington We, , as Principal, existing under and by virtue of the laws of the State of Washington and authorized to do business in the State of Washington, and , as Surety, organized and existing under the laws of the State of , are held and firmly bound unto the City of Spokane Valley, a Washington municipality, as Obligee, in the penal sum of 5% of the total amount bid, not to exceed $ , for the payment of which we jointly and severally bind ourselves, and our legal representatives and successors. WHEREAS, the Principal has submitted a bid for [Insert bid/project name]. NOW THEREFORE, the condition of the obligation is such that if the Obligee shall accept the bid of Principal and make timely award to the Principal according to the terms of the bid documents; and the Principal shall, within ten days after notice of the award, exclusive of the day of notice, enter into the contract with the Obligee and furnish the contractor's bonds (performance and payment bonds) with Surety satisfactory to the Obligee in an amount equal to 100% of the amount of the bid proposed including additives, alternatives and Washington State sales tax, then this obligation shall be null and void; otherwise if the Principal fails to enter into the contract and fails to furnish the contractor's bonds within ten days of notice of award, exclusive of the day of notice, the amount of the bid deposit shall be forfeited to the Obligee, payable by the Surety; but in no event will the Surety's liability exceed the face amount of this bid bond. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. PRINCIPAL (CONTRACTOR) SURETY Principal Signature Date Surety Signature Date Printed Name Printed Name Title Title Name, address, and telephone of local office/agent of Surety Company is: Ised ,.14.!_ Sioliane ��Valley BOND NO: CONTRACTOR'S PAYMENT BOND (NON -FEDERALLY FUNDED PROJECT) to City of Spokane Valley, Washington The City of Spokane Valley, Washington, in Spokane County, has awarded to (Contractor), as Principal, a contract for the construction of the project designated as (PROJECT NAME), Project No. (Project El in Spokane Valley, Washington, and said Principal is required under the terms of the Contract to furnish a payment bond in accordance with chapter 39.08 Revised Code of Washington (RCW). The Principal, and (Surety), a corporation organized under the laws and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Spokane Valley, as Obligee, in the sum of $ total Contract amount (including Washington State sales tax), subject to the provisions herein. This payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with chapters 39.08 and 39.12 RCW, including all workers, laborers, mechanics, subcontractors, and materialmen, and all persons who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work; and shall indemnify and hold harmless the Obligee from all loss, cost or damage which Obligee may suffer by reason of the failure of Principal to make such required payments; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, except as provided herein, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. PRINCIPAL (CONTRACTOR) SURETY Principal Signature Date Surety Signature Date Printed Name Printed Name Title Title Name, address, and telephone of local office/agent of Surety Company is: Updated 1.14.2013 Spokane Valley BOND NO: CONTRACTOR'S PERFORMANCE BOND to City of Spokane Valley, Washington The City of Spokane Valley, Washington, in Spokane County, has awarded to (Contractor), as Principal, a contract for the construction of the project designated as (PROJECT NAME), Project No. (Project in Spokane Valley, Washington, and said Principal is required under the teens of the Contract to furnish a performance bond in accordance with chapter 39.08 Revised Code of Washington (RCW). The Principal, and (Surety), a corporation, organized under the laws of and licensed to do business in the State of Washington as surety and named in the current list of"Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Spokane Valley, as Obligee, in the sum of $ total Contract amount (including Washington State sales tax), subject to the provisions herein. This performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all the terms and conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; shall warranty the work as provided in the Contract and shall indemnify and hold harmless the Obligee from any defects in the workmanship and materials incorporated into the work for the period identified in the Contract; and if such performance obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terns and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. PRINCIPAL (CONTRACTOR) SURETY Principal Signature Date Surety Signature Date Printed Name Printed Name Title Title Name, address, and telephone of local office/agent of Surety Company is: Updated 1.14.2013