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PEDESTRIAN WALKWAY IMPROVEMENT/SHERATON HOTEL & IC/2009
PEDESTRIAN WALKWAY IMPROVEMENT/ SHERATON HOTEL & IOWA CITY/ 2009 ~.~ C~ P_S~r ; cLr, WCc, ~ (CLt~C~t~ ~ rny~+'`CtJ Qtri'e-'~ ~ Gc. ~ ~l c7 Q 1~ ~ 1 U L Sc ~-D Gt1Q- i t~i ~D a~ ~ V c~ ~~ ~ L~ c77 ~~C O~ ~ G "! 1 ~C~ Y~ ~ n~1 a ~ J ~nJ - v j ~ l ~ ~. S Sec.;+~. c~-f-~ p n5~ "~ ~"o u S a-1 ~ CO r2 ~ ~^ G~L~I' ~/' Cl ~~) _ l . ~" `" ~ni -ht/ ~ ~ Lt~~, ~ i ~c ~ J ~`e.. ~('Gi.~1-1 ~ tJT'`~ l ~~L~.,S~~' ~ Ca..4'~ 'f 1 a -'~ uN - 0 ~ ~`.e,St~ ~ ~~ : o~ c7 g- 19l~ 52-7't-~ r14 ~ ~~.c_~ ~ ~ c. h ,e 0.r ~n.4 c7n. ~~ r~.-t 1 (o ac5?3 y c~~'~. ~~ ~ ~r~S ~ ~ ~c..:r.-~- ~ C~~i Ov~S~ -~-o r r--, v~ Cc`s ~'n'i.~-7` c . ~-, ,7,a.-~~ o-F- e~ --~a r -~~ c~ns~~,~.:~-~-ioF,, a-,~- -{~,~- C ,~Y ~ F ~~ 1, .-~~ ~ S ~-i.2wa`t'~n ~o-~~~ ~.2 ~•es-~ r; 4 --.. lt~~l ~~u.~..~ .~--r`~,r~~e mer~ S~ ~ ~ p t G..-~.5' ~>~-1. -~ ~ ~ ~ -t-c-~ ~^ ~ ~~ ~ i ~ r r~Si~2C't-~ O ~'t.. 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''~ S r~ 1 u-Y- , c: a ~ !~. d ~ `~ G ~ ~' t~ t-~-~-; y ~' -~ ~.1 ~ i^ +., ~ T ~!~ °l +l / r r 9 .'~i't:i c'{_ ~ ~ l.'~ ~~~ FIC'. l~.~r~ ~~~t~' ~~E~ C~~!s~iLc l~ f_'l~~Li :~ ~~~CCC~p~, NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the City of Iowa City/Sheraton Hotel Pedestrian Walkevay Improvement Joint Project in said City at 7:00 p.m. on the 16th day of June, 2009, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of thE: City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK pweng\nph\sheraton.doc TO BIDDERS: 1. PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE PROJECT MANUAL. SEPARA~fE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUNIENT. 2. ALL BLANKS TO BE COMPLETED. 3. ONLY BIDS ON THESE FORMS WILL BE ACCEPTED. FORM OF PROPOSAL CITY OF IOWA CITY/SHERATON HOTEL -PEDESTRIAN WALKWAY IMPROVEMENTS -JOINT PROJECT Name of Bidder: Address of Bidder: BIDS RECEIVED BEFORE: TO: City Clerk City of Iowa City ~; i City Hall 410 East Washington Street Iowa City, Iowa 52240 ~ '` ,.., In response to your request for bids, and in compliance with the Procurement and.:~ontraoting Requirements, the undersigned proposes to furnish all labor, materials and equipment;' all supervision, coordination, and all related incidentals necessary to perform the work to complete City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvements -Joint Project in strict accordance with the Project Manual and the Drawings dated ,including Addenda numbered and __, inclusive, prepared by ,for the Base Bid Lump Sum of BASE BID Dollars ($ The undersigned bidder submits herE;with bid security in the amount of $ ten percent (10%) of the Base Bid amount. FP-1 BID ALTERNATES: Alternate No. 1: Add or Deduct the Sum of: Alternate No. 2: Add or Deduct the Sum of: Dollars Dollars ($ Alternate No. 3: Add or Deduct the Sum of: Dollars ($ The following names of those persons, firms, companies or other parties with whom we intend to enter into a major subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract. This list will not be read at the Bid Opening. Electrical: Concrete Paving: FP-2 NOTE: All subcontractors are subjE~ct to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states 1'~hat this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a Notice to Proceed or a prepared ~4greement provided by the Owner is received at the business address identified below within the thirty (30) day period, the undersigned will, within ten (10) days of receipt, acknowledge acceptance of the contract award. The undersigned will then execute and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project, and have the Project at Substantial Completion on or before Firm: Signature: _ Printed Name: Title: Address: Phone: Contact: ..~: ._ ,:~ FP-3 i. . ^y Y;~1 -._ ____ CITY OF 10 WA CITY V`~.s `VV ~;~. Sheraton PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE City of Iowa City /Sheraton Hotel Pedestrian Walkway Improvement Joint Project IOWA CITY, IOWA /~ \ City of Iowa City/Sheratcn Hotel - Pedesi:rian Walkway Improvement -Joint Project SECTION 000101 -PROJECT TITLE PAGE PROJECT MANUAL FOR CITY OF IOWA CITY / SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT IOWA CITY, IOWA ISSUE DATE: JUNE 1ST, 2009 NM PROJECT NO: 08.031 08.031 THIS PROJECT MANUAL INCLUDES PROCUREMENT REQUIREMENTS CONTRACTING REQUIREMENTS `' " TECHNICAL SPECIFICATIONS .~ PREPARED BY NEUMANN MONSON ARCHITE(:TS PC 221 East College Street, Suite 303 Iowa City, IA 52240 PROJECT TITLE PAGE 00 0101 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 68.031 SECTION 000103 -PROJECT DIRECTORY ARCHITECT: NEUMANN MONSON ARCHITECTS PC 221 E College St, Suite 303, Iowa City, IA 52240 Telephone: (319) 338-7878 Fax: (319) ~~38-7879 Principal-in-Charge: Tim Schroeder Project Manager and Contract Administration: Brian Warthen e-mail: bwarthen@neumannmonson.com ENGINEERING CONSULTANTS: Mech / Elec: A8~J Associates P.C. 365 Beaver Kreek Centre Suite B, North Liberty, IA 52317 Telephone: 319.626.4719 Fax: 319.626.4941 Project Electrical Engineer: John Jurca OWNER: CITY OF IOWA CITY, IIOWA Contact person: Kumi Morris, Architectural Services Coordinator, Engineering Division. Telephone: (319) 356-5044 Fax: (319) 356-5007 e-mail: kumi-morris@iowa-city.org END OF DIRECTORY PROJECT DIRECTORY 00 0103 - 1 City cr ~cwa City/Sheratcn Hotel - Pedestrian Walkway Improvement -Joint Project ~oo~~eee,ccvs~rs., - ~~~ rM r r`- ,T ` 8rn (~°~rCi, t~':'f ~I Oa~e •• o~n uos' „~ ~ N~ 9 'V ~_ L•` d?~ d 6:r. ~ S r ~ '- .. t,y ,~.x _.. C. r Y 4 _. L asr,yec'. I hereby certify that the portion of this technical submission r ' was prepared by me or under my dire su Is nd responsible charge. I am a duly r iste it ct nder the lows of the Stote of low T OT R. SCHROEDER ' (. ~ V Signa Cate Registrotion expires June 30, Pages or sheets covered by this seal Ci - 1 0 1 . AD-101. A-101. A-107 Date issued: ~~ JI.~'~ ,r . ~'; J ~''~ -~. t't i:b~~ -~ y ~ •~, ~ •.I.l.' R.' .r~ • e~~' _~UVet-ter' I hereby certify thh the portion of this technical submission described' h rein was prepared by me or under my direct supervigio and responsible charge. I am a duly lic s Pr®fe Tonal Engineer under the laws of the Stote~ to a OHN T. JURCA, P.E. ____. ~_ /-0 9 SI avr ' ~ Date y licens~enewaf date is December 31, ZU / Q Pages or s~eets covereC by this seal: m / v ~ S i~~ .. 08.031 SEALS PAGES 00 0107-1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 TABLE OF CONTENTS INTRODUCTORY INFORMATION 00 0101 PROJECT TITLE PAGE 00 0103 PROJECT DIRECTORY 00 0107 SEALS PAGE 00 0110 TABLE OF CONTENTS 00 0115 LIST OF DRAWING SHEETS PROCUREMENT REQUIREMENTS 00 NP-1 NOTICE OF PUBLIC HEARING 00 AB-1 ADVERTISEMENT FOR BIDS 00 NB-1 NOTE TO BIDDERS 00 IB-1 INSTRUCTIONS TO BIDDERS 00 2613 SUBSTITUTION REQUEST FORM Q ' 00 FP-1 FORM OF PROPOSAL r,~ ~ ~ ~--: r. ~ ~ 00 BB-1 BID BOND -~, _,,.., ~'" "'~° ~ a. CONTRACTING REQUIREMENTS ~ ~i 00 AG-1 FORM OF AGREEMENT ~ °~` 00 PB-1 PERFORMANCE AND PAYMENT BOND ~' -- 00 CC-1 CONTRACT COMPLIANCEONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS) 00 6513 CONTRACTOR'S DECLARATION OF SUBSTANTIAL COMPLETION 00 GC-1 GENERAL CONDITIONS 00 SG1 SUPPLEMENTARY CONDITIONS 00 R-1 RESTRICTIONS ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS SUMMARY 011000 SUMMARY PRICE AND PAYMENT PROCEDURES 01 2000 PRICE AND PAYMENT PROCEDURES 012300 ALTERNATES ADMINISTRATIVE REQUIREMENTS 01 3000 ADMINISTRATIVE REQUIREMENTS 01 3300 CONSTRUCTION SUBMITTALS City of Iowa City/Sheraton Hotel -Pedestrian. Walkway Improvement -Joint Project QUALITY REQUIREMENTS 01 4000 QUALITY REQUIREMENTS TEMPORARY FACILITIES AND CONTROLS 01 5000 TEMPORARY FACILITIES AND CONTROLS PRODUCT REQUIREMENTS 01 6000 PRODUCT REQUIREMENTS EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 01 7700 CLOSEOUT PROCEDURES DIVISION 02 -EXISTING CONDITIONS 02 4100 DEMOLITION DIVISION 03 -CONCRETE 03 3000 CAST- IN -PLACE CONCRETE DIVISION 05 -WOOD, PLASTICS, AND COMPOSITES 05 5000 METAL FABRICATIONS DIVISION 08 -OPENINGS 08 8000 GLAZING DNISION 9 -PAINTING AND COATINGS 09 9000 PAINTING AND COATING DIVISION 16 -ELECTRICAL 1010 ~~ ELECTRICAL GENERAL PROVISIONS 1111 C~ ~ CONDUIT SYSTEMS 1~'~"f20 ~ ,~ WIRE AND CABLE 1~0 c~ ~ GROUNDING AND BONDING r =~~i '~ ~~ U~ ~;,.. p ~•- 08.031 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 16510 LIGHTING FIXTURES AND LAMPS 16930 EXTERIOR LIGHTING CONTROL EQUIPMENT DIVISION 32 -EXTERIOR IMPROVEMENTS 32 9223 SODDING 32 9300 PLANTS _ C" ,....~ ~- a: , ~ . i ' ~~ --~ c: ~~~' iv rr, © -~ ~' +.. ~ `~.. ~` City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 DRAWINGS G-001 TITLE SHEET AND DRAWING INDEX AD-101 SITE DEMOLITION PLAN A-101 PEDESTRIAN WALKWAY PLANS A-102 DETAILS ELECTRICAL DRAWINGS E-1 SITE ELECTRICAL PLAN END OF LIST OF DRAWINGS .. ~,, Rw;" ~:. ^~ -~ , ~.µs " ~ ~ ~ _ ,~- .. ~ -- LIST OF DRAWING SHEETS 000115-1 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project in said City at 7:00 p.m. on the 16"' day of June, 2009, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK pweng~nphGsheraton.doc _ "' „y . • ;~« n 1 .~. ~ ~~ ~ Q r`„~ O ;~ ~ ~o ~ -- ADVERTISEMENT FOR BIDS CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, before 2:00 P.M. on the 21 ~` of July, 2009. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the Cit~r Council at its next regular meeting to be held in the Emma J. Harvat Hall, City Hall, at 7:00 P.M. on the 28 day of July, 2009, or at a special meeting called for that purpose. The Project will involve the following: Construction, alteration and improvements of the canopy, walkway retaining wall and landscape area next to and in front of the Sheraton Hotel in downtown Iowa City. Site construction also includes related electrical work, signage and paving. There will be a preconstruction meeting on Thursday, July 2, 2009, 9:00 A.M., in the Johnson Room, Lower Level of the Sheraton Hotel, 210 S. Dubuque Street, Iowa City, Iowa. All work is to be done in strict compliance with the plans and specifications prepared by Neumann Monson, of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days until a contract is awarded, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one (1) year from and after its com- pletion and formal acceptance by the City. The following limitations shall apply to this Project: Specified Start Date: July 30, 2009 End Date: October 2, 2009 Liquidated Damages: $250.00 per day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Iowa City Reprographics, Iowa City, Iowa, by bona fide bidders. A $20.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Iowa City Reprographics, 114 S. Dubuque Street, Iowa City, Iowa (319) 338-7872. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documentation of all reasonable, good„with efforts to recruit MBE's. ~w=~ A listing of minority contractors can be obtained from the Iowa Department of Economic Gl~vi~lopment at (515) 242-4721. ' ~~ :'<. ~ ate. ~ ~. 4^ ~ ~,.. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and: to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act applies to. the contract with respect to bidders who are not Iowa residents. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon. order of the City Council. of Iowa City, Iowa .MARIAN K. ICARR, CITY CLERK pwe~g~adbidslsheratoh.dx ' "Q .... ;;> ~ ~~ .. .¢~ W _. C'+J 1 ~~ ., ~.- ~ ~ ~.. ,~- ~~ , r• LL. U ;' ~ , Q _ ,. . ~, - , srs , NOTE TO BIDDERS The successful bidder and all subcontractors are required to submit at least 8 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Bid Bond Envelope 2: Form of Proposal _ ~> .._.~ ,~,.. `, ~ ~~ .c ~ ~'~ ~ - NB-1 INSTRUCTIONS TO BIDDERS ARTICLE 1 -DEFINITIONS 1.1 Bidding documents include the bidding requirements and the contract documents. The bidding requirements include the Advertisement or Invitation to bid, Instructions to Bidders, the Bid Form, other sample bidding and contract forms, and the Contract Forms including addenda issued prior to receipt of bids. 1.2 The contract documents for the work consist of the Owner/Contractor Agreement, the Conditions of the Contract (General and Supplementary Conditions), the Drawings, the Specifications and all addenda issued prior to and all modifications issued after execution of the Contract. 1.3 Definitions set forth in AIA document A201, "General Conditions of the Contract for Construction", 1997 edition, or in other Contract Documents are applicable to the bidding documents. A. Addenda are written or graphic instruments issued by the Architect prior to execution of the Contract which modify or interpret the Bidding Documents by addition, deflection, clarifications or correction. B. A bid is a complete and properly signed proposal to do the work or designated portion thereof for the sums stipulated therein, submitted in accordance with the bidding documents. C. The base bid is the sum stated in the bid for which the Bidder offers to perform the work described in the bidding documents as the Base, to which work may be added, or from which work may be deducted for sums stated in alternate bids. D. An alternate bid (or Alternate) is an amount stated in the bid to be added to or deducted from the amount of the base bid if the corresponding change in the work, as described in bidding documents, is accepted. E. A unit price is an amount stated in the bid as a price per unit of measurement for materials or services as described in the bidding documents or in the contract documents. _ ,,~, c,:~ =~ ....: F. A bidder is a person or entity who submits a bid. "`~ ~°'.~ .-:,~ G. Asub-bidder is a person or entity who submits a bid to a bidd'e)'~~or materi equipment or labor for a portion of the work. :,~ ~' '~`' r ~ ~. C7 ~ ARTICLE 2 -BIDDER'S REPRESENTATIONS ~ D -~- 2.1 The bidder by making a bid represents that the bidder has read and understands the bidding documents, and the bid is made in accordance with those documents. 2.2 The Bidder has read and understands the bidding documents or contract documents, to the extent that such documentation relates to the work for which the bid is submitted. IB-1 2.3 The bidder has visited the site, has become familiar with local conditions under which the work is to be performed, and. has correlated the bidder's personal observations with the requirements of the contract documents. 2.4 The bid is based upon the materials, equipment and systems required by the bidding documents without exception. ARTICLE 3 -BIDDING DOCUMENTS 3.1 Copies ,,, A. Complete sets of the bidding` documents may be obtained from the office of the Architect for- the .deposit sum, as ,indicated. -The deposit will be refunded to plan holders who return the bidding documents in good. condition within 30 days after receipt of bids. The cost of replacement of missing or damaged documents will be ..:deducted.. from-the deposit. A bidder receiving :a .contract award may retain the bidding :documents, and his deposit will be .refunded. Successful= sub-bidders, including material suppliers, may retain their bidding documents, and their deposit will be refunded if the Architect receives written notification within the 30 calendar day period: following receipt of bids.. ,~ • .,. - """ B. ;Bidders shall use complete.sets, of bidding documents in preparing bids. Neither the °' ~ OOwner nor the Architect assumes responsibility for errors or misinterpretations u~ ,resulting from the use of incomplete sets of bidding. documents... No partial sets will 6~ ~,,,~ ~ a 4'be issued. ~~ ~ making copies of the bidding documents available on the above terms, the Owner ~ end the Architect. do so .only, for,the purpose, of obtaining bids for the work, and do `"" ~r confer license or rant ermissior%for.an other use_of.the biddin documents. ~...~ D. Copies of the reports and drawings that are .not included with the Bidding Documents may be examinedAat Engineering. Division at City Hall, Iowa City,. Iowa during regular business hours,,or may be; obtained ftom the Owner.at Owner's reproduction cost, plus handling charge. These,reports.and drawings are not ,part;. of the contract ~, , documents, but the "technical data" contained therein upon whch~the bidder may .:.rely. as identified: and established above, are incorpocated,therein by reference. 3.2 Interpretation or Correction of Bidding Documents A. The bidder shall carefully study and compare the bidding documents with each other, and with other work being bid concurrently or presently under construction to #he:extent that.it:relates.to the work for,.v/hch the bid.is•being submitted, shall examine the site and local ,conditions, and shall: at once report: to the Architect errors, inconsistencies or ambiguities discovered. B. Bidders ar~d #sub-6idder~ requiring clarification or `interpretation of the bidding documents shall make a written request which shall reach the Architect at least -nine days priorto~the date for receipt of bids. _ C. Interpretations, corrections and changes of the bidding documents will be made by addendum. Interpretations, conrections and ..changes to the bidding °documents made in any other manner will not be binding,- and bidders shall not rely upon them. 16-2 3.3 Substitutions A. The materials, products and equipment described in the bidding documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. Refer to AIA Substitutions form for substitution requirements. B. If the Architect approves a proposed substitution prior to receipt of bids, such approval will be set forth in an addendum. Bidders shall not rely upon approvals made in any other manner. 3.4 Addenda A. Addenda will be mailed or delivered to all who are known by the Architect to have a complete set of bidding documents. B. Copies of addenda will be made available for inspection wherever bidding documents are on file for that purpose. C. No addenda will be issued later than seven (7) days prior to the date for receipt of bids, except for any one or more of the following reasons: 1. An addendum withdrawing the request for bids. 2. An addendum which includes postponement of the date for receipt of bids. 3. An addendum issued after receipt of bids and prior to execution of the contract. D. Each bidder shall ascertain prior to submitting a bid that he has received all addenda issued, and the bidder shall acknowledge their receipt in the proper location on the bid form. ARTICLE 4 -BIDDING PROCEDURES 4.1 Form and Style of Bids A. Submit bids in duplicate on forms identical to the form bound into the project manual. Separate copies of the bid form are contained within the back cover of this document. B. Fill in all blanks on the bid form by typewriter or manually in ink. C. Where so indicated by the makeup of the bid form, sums shall be expressed in both words and numerals, and in case of discrepancy between the two, the amount written in words will govern. D. Interlineations, alterations or erasures shall be initialed by the signer of the bid. _ ,...., E. All requested alternates shall be bid. If no change in the base bid is ~'~e~'uirec~,-,enter "No Change". "~ ~~~- r... c, ~,. q` ;o -°- ~" '° IB-3 F. Where two or more bids for designated portions of the work have been requested, the bidder may, without forfeiture of the bid security, state the bidder's refusal to accept award of less than the combination of bids stipulated by the bidder. The bidder shall° make no additional stipulation on he bid form, nor qualify the bid in any other manner. G. Each copy of the bid shall include the. legal name of -thee bidder and a statement that the bidder is a sole proprietor, a partnership, a corporation or some other legal entity. Each copy shall be signed by the-person or persons -legally authorized to -bind the: bidder to a contract. A bid by a corporation shall further give the state of incorporation and have the corporate seal affixed. ' A bid submitted by an agent shall have a current power of attomey attached certifying the agent's authority to bind the bidder. H. No bid may- be withdrawn. for a ° period of 30 calendar days after the date of opening. 4.2 Bid Security ,.< ,, A. Each bid shall be accompanied by a bid security in the amount of ten percent (10 %) of the balse'bid~ and irnthe form'of urety bond pledging that the bidder-will enter into a contract. with the Owner on the. items stated in fiis bid .and. will, if requested, furnish bonds covering the faithful performance of the contract and the payment of all 'obligations arising there under. Should the bidder refuse to enter into such contractor fail to furnish such bond if required, the amount of the bid security shall be forfeited to the Owner as liquidated damages,. not as a penalty. A cashier's check, cash or certified check will not be an accepted bid bond. B. Surety bond shall-be written on enclosed "Bid Bond" form bound` within the project manual and the attomey-in-fact who executes the bond on: behalf of the surety shall affix to the bond a certified and current copy of power of attomey. `~' C. ¢ The Owner will have the right to retain the bid' security of bidders to whom an ~. ~ award is being considered until either: ~ ~ --1. The contract has been executed and bonds have- been furnished. - "~` ..., ;~=2. The specified time has elapsed so that the bids may be withdrawn. ~ ~~ ~. All bids have been rejected: ..~ ~ ~. c~ ...... LIa.3 ~ub~iion of Bids ~. Q ~' ~~.,A. °All copies of he bid, .the bid: security and other. documents required to be submitted with the bid shall be enclosed in sealed opaque envelopes as instructed in Section NB -Note to Bidders:_ Both envelopes shall be addressed to the party receiving the .bids ("City Clerk, City of Iowa City"), and shall be identified, with the project name, the bidder's name and address, and the envelope's. contents., If the bid is sent by mail, the sealed envelopes shall be enclosed in a separate mailing envelope with the notation °SEALED BID ENCLOSED°. on the face of,that envelope..._ B. Bids shall. be deposited at the designated location.. prior to the time and date for ._ receipt of bids. 1. Location: Office of City Clerk, City Hall, 410 East Washington Street, Iowa City, Iowa 52240 2. Time and Date: Before 2PM Julv 21~. 2009. Bids received after the time and date for receipt of bids will be returned unopened. IB-4 C. The bidder shall assume full responsibility for timely delivery at the location designated for receipt of bids. D. Oral, telephonic, or telegraphic bids are invalid and will not receive consideration. 4.4 Modification or Withdrawal of Bid A. A bid may not be modified, withdrawn or canceled the bidder after the stipulated time and date designated for the receipt of bids, and each. bidder so agrees in submitting his bid. B. Prior to the time and date designated for receipt of bids, a bid submitted may be modified or withdrawn by notice to the party receiving bids at the place designated for receipt of bids. Such notice shall be in writing over the signature of the bidder or by telegram. If by telegram, written confirmation over the signature of the bidder shall be mailed and postmarked on or before the date and time set for receipt of bids, and it shall be so worded as not to reveal the amount of the original bid. C. Withdrawn bids may be resubmitted up to the time designated for the receipt of bids provided that they are then fully in conformance with these Instructions to Bidders. D. Bid security shall be in an amount sufficient for the bid as modified or resubmitted. ARTICLE 5 -CONSIDERATION OF BIDS 5.1 Opening of Bids A. The properly identified bids received on time will be opened publicly and will be read aloud. 5.2 Rejection of Bids A. The Owner will have the right to reject any or all bids, and to reject a bid not accompanied by the required bid security or by another data required by the bidding documents, or to reject a bid which is in any way incomplete or irregular. 5.3 Acceptance of Bid (Award) A. It is the intent of the Owner to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents, and does not exceed the funds available. The Owner will have the right to waive informalities or irregularities in a bid received, and to accept the bid which, in his judgment, is in his own best interest. B. The Owner will have the right to accept bid alternates in any order or mbinaon, and to determine the low bidder on the basis of the sum of the base anc~'the accepted alternates. ~',,,~ ` _ ~~'~ ~-., _' < .~.f ~"'~ ~..._ ..;, , rwa ,~. p y1 .... IB-5 ARTICLE 6 -POST-BID INFORMATION 6.1' Submittals A. The bidder shall, within. seven (7) days of notification of selection for the award of a contract'for the work, submit the following information fothe Architect: 1. A designation of the work to be performed by the bidder with the bidder's own forces. 2. The proprietary names and. the suppliers or principal items or system of materials and equipmentproposed for the project.` 3. A `list of names of the subcontractors, or other:' persons or entities proposed for the principal portions of the work. B. The bidder will be required to establish to the satisfaction of the Architect and the Owner the reliability and' responsibilify'of the persons or entities proposed to furnish and perform the work described in tfie bidding documents. ~ C. ~ Prior to the award of the contract, the Architect"will notify'the bidder`in writing if either ow ~ ~ the Owner or Architect; after due"investigation, has reasonable objection to any such -r- ~ -proposed. person or entity. If the Owner or the Architect has reasonable objection to "`~ ~ >--such proposed" person or entity, the bidder may, at the bidder's option: N r,,z ~1. 1Nifhdraw the bid`.° .~.. ,~ ,~. Submit an acceptable substitute person or entity with an adjustment in the ~ ~, bid price to cover the difference in-cost occasioned by such substitution. Q ~. .The Owner may accept the adjusted bid price or may disqualify the bidder. In the event of either vvithd~awal or disqualification, bid security will not be forfeited. ARTICLE 7 -PERFORMANCE BOND AND LABOR ~ MATERIAL PAYMENT BOND 7.1 Bond Requirements A. The bidder shall fumish bonds covering the faithful performance- of contract and the payment of all obligations arising there under. Bonds may be secured through the bidder's usual sources. The cost- of furnishing such• bonds shall be included in the; bid. , B. If the Owner requires that bonds be obtained from other than the bidder's usual source, all change in cost will be adjusted as provided. in contract documents. 7.2 The Time of Delivery and Form of Bonds A. The bidder shall- deliver~~the required -bonds to the Owner not later than three (3) days following 'the date of execution of the contract. If the work is to be commenced prior thereto in'response~ to`a letter~'of `intent, the bidder shall, prior to commencement of the work, submit evidence satisfactory to the Owner that such bonds will be furnished and "delivered.' B. The bonds shall be written on the "Performance and Payment Bond" form bound within the project manual, or a copy thereof. Both bonds shall be written in the amount of the contract sum. C. The bonds shall be dated on or after the date of the contract. IB-6 D. The bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix a current and certified copy of power of attomey. _ d ..., ~` ~~ ~~:~ ~~ ~,~ .,_ ~;~: ~ ~., ~ ~ b . ~ .~. r-:,. ~ '~ Q ~~ ~ ry ~s ..... N IB-7 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 002613 -SUBSTITUTION REQUEST FORM PROJECT: CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT MAKE SUBMITTAL DURING THE BIDDING PHASE TO: NEUMANN MONSON ARCHITECT P.C., 221 E College St, Suite 303, Iowa City, IA 52240 BID DATE: , 2009. REQUEST FROM: DATE: _/_/09. SPECIFICATION SECTION/TITLE: Description: Proposed Substitution: Manufacturer: Article/Paragraph: Trade Name: Model: ACKNOWLEDGEMENTS AND ATTACHMENTS In submitting this Request, the Undersigned acknowledges and represents that: Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. Same warranty will be furnished for proposed substitution as for specified product. Same maintenance service and source of replacement parts, as applicable, is available. Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. Proposed substitution does not affect dimensions and functional clearances. Payment will be made for changes to building design, including design, detailing, and construction costs caused by the substitution. Attachments: The following attachments are considered an integral part of this Request: ,.....a Product Data, descriptions and specifications necessary for evaluation Drawings necessary to indicate proper installation in the Work. Y"M ~'~ '`" ~°~~ ~T.. Tests and Reports consistent with specified performance requirements-~~ ~'`~ tlrV~~ Samples: -~~'~ ~ ~_ ~~ SUBMITTED BY: ,(Title) Q ~. .. Firm name: ~ "" Telephone: Fax: ARCHITECT'S REVIEW AND ACTION Substitution approved -Make submittals in accordance with Specification Section 01 3300 - Construction Submittals. Substitution rejected -Use specified materials. Reviewed by: Date: SUBSTITUTION REQUEST FORM 00 2613 - 1 CityofIowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 END OF SUBSTITUTION REQUEST FORM ~ ,.,,,, ~ ~ ~~_ ~~,p ~ t,~j 4~ ~wns+ ~.~ ~~~ r,,'r.. `~ ~~' C','^ ;, ~ ~ - ..~ ~...~ SUBSTITUTION REQUEST FORM 00 2613 - 2 TO BIDDERS: 1. PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE PROJECT MANUAL. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. 2. ALL BLANKS TO BE COMPLETED. 3. ONLY BIDS ON THESE FORMS WILL BE ACCEPTED. FORM OF PROPOSAL CITY OF IOWA CITY/SHERATON HOTEL -PEDESTRIAN WALKWAY IMPROVEMENTS -JOINT PROJECT Name of Bidder: Address of Bidder: BIDS RECEIVED BEFORE: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 In response to your request for bids, and in compliance with the Procurement and Contracting Requirements, the undersigned proposes to furnish all labor, materials and equipment, all supervision, coordination, and all related incidentals necessary to perform the work to complete City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvements -Joint Project in strict accordance with the Project Manual and the Drawings dated ,including Addenda numbered and ,inclusive, prepared by ,for the Base Bid Lump Sum of BASE BID Dollars ($ ) The undersigned bidder submits herewith bid security in the amount of $. ten percent (10%) of the Base Bid amount. _ _, O :r~ C" _- -~ ~" ~~ r~~ o ~ ~ ~„ ~ -- N FP-1 BID ALTERNATES: Alternate No. 1: _ Add or Deduct the Sum of: Alternate No. 2: Add or Deduct the Sum of: Dollars ($ ) Dollars ($ ) Alternate No. 3: Add or Deduct the Sum of: Dollars ($ ) The following names of those persons, firms, .companies or other parties_with whom we intend to enter into a° major subcontract, together with the type of subcontracted-work and approximate dollaramoant of the subcontract. This list.will not be read at the Bid Opening. Electrical: - $ Concrete Paving: $ ..... ~ . Et c~ _ ~ ~ Q W ~ cis . c.a r' ...~ t ~. Q^• :'+ C.r r.- C.,.. FP-2 NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract Documents and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the more specific shall prevail. In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a Notice to Proceed or a prepared Agreement provided by the Owner is received at the business address identified below within the thirty (30) day period, the undersigned will, within ten (10) days of receipt, acknowledge acceptance of the contract award. The undersigned will then execute and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the Contract Documents for this project, and have the Project at Substantial Completion on or before Firm: Signature: Printed Name: Title: Address: Phone: Contact: ,~~ -.~ .4~ ~U , ~:> - ~= ~ -~ p~ ~-.y ~~ =~; ~ ~ ~ ;iii r~r _~ ~a N FP-3 BID BOND as Principal, and , as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated C~ ~ ~~ for =~~ ' `°°~°"1 Project. ~ r ~ .~.._ „~. ,~, .. ', , ~a.. NOW, THEREFORE, -_~,,-y r•a ~~ (a) If said Bid shall be rejected, or in the alternate, -- ~ ="- Q ;, (b) If said Bid shall be accepted and the Principal shall execute and de~/er a c3entract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this day of A.D., 20_ Witness Witness BB-1 Principal By Surety ey Attach Power-of-Attorney (Seal) (Title) (Seal) (Attorney-in-fact) FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the day of , 20_, for the City of Iowa City/Sheraton - Pedestrian Walkway Improvement -Joint Project ("Project"), and Whereas, said plans,. specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incorporated herein by reference: a. Addenda Numbers ; b. "General Conditions of the Contract for Construction" AIA DOC A201-1997, as amended; ~ ~~ M~~ c. Plans; ~ ~ , ~~= . ~ d. Specifications and Supplementary Conditions; ~ vW, . r ~.... ~ ~ e. Notice to Bidders; i~~ ' ~ ~ f. Note to Bidders; ~ ~ ,_ g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the AG-1 event of a discrepancy or inconsistency,. the more specific provision shall prevail. 3. The names of. subcontractors approved by .City„ together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): 4. Payments are to be made to the.Contractor in accordance with the Supplementary Conditions. DATED this day of , 20 C~ Contractor.... By By Mayor ATTEST: City Clerk ~ ~, ~O cv U ~ ~ ~- ca ~ ~~ ~~ ~ c~. O ~....~ {Title) ATTEST: (Title) (Company Official) Approved By: City Attorney's Office AG-2 PERFORMANCE AND PAYMENT BOND as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of . Dollars ($ _~ for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. .- ~' ~ ;~, r ".. :: "" WHEREAS, Contractor has, as of ,entered mto;'~ '" ~° (date) ~-i ~.,,~ ~ ~' _~, €...~ ~ M i written Agreement with Owner for _ Project; and ~ -~ WHEREAS, the Agreement requires execution of this Performance and P~i~ient i~nd, to be completed by Contractor, iri accordance with plans and specifications prep~d by ,which Agreement is by reference; made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE: CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall) be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owners obligations thereunder, the Surety may promptly remedy the defaul'l, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or buds for submission to Owner for completing the Project in accordance with the: terms and conditions of the Agreement; and upon determina- tion by Owner and ;Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but not PB-1 exceeding the amount set forth _in'the :first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the ` amount properly paid by Owner to Contractor.. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered. by this bond in good repair fora period of (~ years .from the date of formal. acceptance of the improvements by the Owner. D. No right of action shall accrue, to or for the use. of any person, corporation or third party other than the Owner named herein or the heirs, executors,. administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with .provisions of Chapter 573, Code of Iowa, shall pay to .all, .persons,. firms or ,. corporations having- contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor .:performed or materials ,furnished in the performance of he Agreement for whose. benefit this•.bond: isgiven. The. provisions of Chapter 573,. Code of owa, are a part. of this bond to the ame extent as if it were expressly set out herein. SIGNED AND SEALED THIS 20 DAY OF IN THE PRESENCE OF: (Principal) Witness Witness r~ ~ ~~ ~ ,~;c La ! [lam ~.,, ,~ r a,.~ ~- .~ ~ _ ~, ~~ ~ ~ a ~~::• ~~, C7 -- PB=2 .(City, State, Zip) (Phone) Contract Compliance Program ~M~__ ,~, .~A, ~.~ ~y,~ ~'" .,~,a ~~ .: ~._ N 4yy4 'i4 ~~ CITY OF IOWA CITY SECTION I -GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors,,and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by'the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's.. protected classes are listed at Iowa City City Code section 2-3-1. r*- ~ ,~ ,.. c+- i~ ~:~~ .-'. C~ ...; CC-1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) a. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. b. The contractor will, in all solicitsitions or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et sew.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted%' 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. _ ,...,:~ G'~:~ ,~ ., . `; .~,~. ~.. •-~: ~ " ~"' ~~ N CC-2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses to questions 1. through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date r ~ © ~:: ""c ~ . N ~ >-_ ~~ ~ ~ ~'.' (.~ ~ m ~, ~~ ~ r. CC-3 SECTION III -SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooN;s, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of--mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance:. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to jjudge an applicant's ability to perform the job applied for?" Only use job-related tests which do riot adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, t~nsfer :d training policies to increase and/or improve the diversity of your workforce represe~tion."E;ompanies must make sure proceduires for selecting candidates for promotion, transfer and inirrre based upon a fair assessment of an employee's ability and work recor;~~-a=urtfiermo ~ all companies should post and otherwise publicize all job promotional opportun+t~es anai.~enco~ge all qualified employees to bid on them. - ` ~,y ,~,. I a ~~ :-~ ~ -- CC-4 rr ~~...®~~ -~ ~~m~~~ o ~'~ty of~ C~ Attached' for your information is a copy of Section 2 - 3 -1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some hot mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the .City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. r- 4, Q ~ ~~ ~ ~ 4= .. ~ :~ ` ~-w CC-5 City of Iowa City/Sheraton Hotel - Pedestrian Walkway Improvement -Joint Project SECTION 006513 -CONTRACTOR'S DECLARATION OF SUBSTANTIAL COMPLETION PROJECT: OWNER: TO (ARCHITECT): 08.031 CITY' OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT Representative: NEUMANN MONSON ARCHITECTS 221 E College St, Suite 303, Iowa City, IA 52240 Attn: FROM DATE: Representative: 2009 C~ ~'_ ;,.4:, ~'. ."` ~ . y ~~ -d C`~ ~ G~„ -~ ~ ~ DECLARATION AND REQUEST FOR SUBSTANTIAL COMPLETION: As of the above date, the construction of the Work of the above Project has progressed sufficiently that the Project (or designated part thereof) can be occupied by the Owner and utilized for its intended purpose. We understand that occupancy :and use of the Work designated as substantially complete shall not constitute Owner acceptance of the Work or portions thereof. The Work to which this Declaration of Substantial Completion applies includes the following: CONTRACTOR'S PRE-INSPECTION AND INITIAL PUNCH LIST: In accordance with provisions of the Conditions of the Contract, We have conducted an inspection of the designated Work for confom~ance with the Contract Documents. A comprehensive list of incomplete work and items neecling correction- includes the following: CONTRACTOR'S DECLARATION OF SUBSTANTIAL COMPLETION 00 6513 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 We understand that failure to include an item on the above list does not alter Our responsibility to complete all Work in conformance with the Contract Documents. The above items will be completed or corrected within days of the date of this Notice. Please schedule and conduct the Architect's inspection as required to verify the status of the Work. ATTACHMENTS: We have attached evidence of Inspection and Acceptance of the following Authorities having Jurisdiction: Building Inspector. _Y _N Fire Marshal Y N Y N SUBMITTED BY: (Contractor's Name) By Date (Authorized Representative) (Title) END OF bOCUMENT r~ ~ ..- ci ~~ ~ ~ p ~~ ~.: .~ ~ _ ~' ~~~~ ~ ~..,; CONTRACTOR'S DECLARATION OF SUBSTANTIAL COMPLETION 00 6513 - 2 GENERAL CONDITIONS FORM OF GENERAL CONDITIONS AIA Document A201, General Conditions of the Contract for Construction, 1997 Edition, is not bound within this project manual bi.at is part of the contract documents, and shall apply except as amended in the Supplementary Connditions. Refer to Document 00 SC-1 Supplementary Conditions, for amendments to these General Conditions. The General Conditions may also be supplemented elsewhere in the Contract Documents by provisions located in, but not necessarily limited to, Sections in Division 1 of the Specifications. _ b w.~ ~'' ~; ~' M ~"~ a, c? -~', r~~ _ r~ r , A --- GC-1 DOCUMENT SC SIJIPPLEMENTARY CONDITIONS PART 1 -GENERAL 1.1 INTRODUCTION A. The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201-1997. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. B. Terms used in these Supplementary Conditions will have meanings assigned to them in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. C. Deletions from the AIA A201 are indicated as strilEe-eE+t and additions to the AIA A201 are indicated as "bold italic". D. The OWNER and CONTR~4CTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shall be resolved by legal or equitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute arising between the parties or under the Contract Documents. E. Delete all references to mediation and arbitration in their entirety. 1.2 ARTICLE 1 -GENERAL PROVISIONS A. Add the following paragraph 1.1.1.1 Contract Documents to read as follows: 1.1.1 Any reference within the Contract Documents of the Agreement between Owner and Contractor should bey substituted with of the Form of Agreement between Owner and Contractor (hereinafter the Agreement). The Form of Agreement is listed as AG in the project manual. B. Change paragraph 1.1.3 to read as follows: 1.1.3 The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, tools, materials, equipment, transportation, services, taxes, insurance and all other services provided or to be provided Iby the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. The Contractor shall provide all work and materials which any part of the Contract Documents require him to provide. ,~.,, C. Add the following paragraph 1.2.4:~.r,, ,~••., 1.2.4 Sections of Division 1-General Requirements, govern the exectron of'~/ ~~ c~, _:,w ~ .~, sections of the specifications. ~ ~~ ~ "®' -iC"~ N 1.3 ARTICLE 2 -OWNER -"~ ~p~-~~ + i l Q ~ "'"'" $ A. Change paragraph 2.4.1 to read as follows: ~ ~~ ~? 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordaface with.#l~e Contract Documents and Bails within aseven-day period after fesei~t s# written noticom the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may ~etase4e without prejudice to other remedies the Owner may have, correct such deficiencies SC-1 In such case the Ownermay deduct from payments then or thereafter due the Contractor the entire cost of correcting such deficiencies, including compensation for the Architect's additional services and expenses and heating, engineering, accounting, consulting services and attorneys' fees and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractorare not sufficient to coversuch amounts, the Contractor shall pay the difference to the Owner. The Owner's actions pursuant to this Subparagraph shall not operate as a release of any obligation of a surety. 1.4 ARTICLE 3 -CONTRACTOR. A. Change.. paragraphs 3.2:1.through 3.2.2 to read as follows: 3.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Ownerpursuant to Subparagraph-2:2.2 and shall at once report to the Architect errors, inconsistencies or omissions discovered. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies or omissions in the Contract;:Documents unlessthe Contractor recognized such error, inconsistency or omission and fly failed- to report- it to the Architect. If the Contractor performs. any construction. activity ~ewia~~+c~~elvesinvolving a recognized error, inconsistency or omission in the-Contract Documentswithout such notice to~the Architect, the Contractor shall assume appFe~raate responsibility for-such pertormance and shall bear are costs for correction. The Contractor shall perform no portion of the Work at any time without Contract Documents or, .where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. B. Change paragraph 3.3.2 to read as follows: 3.3.2 The Contractor shall be responsible to the Owner foracts and omissions of the Contractor's employees; Subcontractors, Sub-subcontractor; materia/men and suppliers and their agents and employees, and other persons pertorming portions of the Work under a contract`with the Contractor. C. Change paragraph 3.4.1 to read as follows: 3.4.1 Unless otherwise provided in the Contract Documents, the Contractocshalf provide-and pay..for labor, materials, equipment, tools; construction equipment and machinery; water, heat, utilities,~transportation, and. other#aailities and.. services necessary forproper,::execution and completion of theWork; whether temporary or. permanent: and whether. or not incorporated or to be incorporated in the- Work. Should the Contract=Documents require work to be performed after regular working hours ar should the Contractor"elect to pertorm work after regular hours,' the additional cast"of such: work shall be borne by the Contractor. D. Add the following paragraphs 3.4.4 through 3.4.6: 3.4.4 Whenever any provisions of the"Contract conflict with`any agreements or regulation of any kind in force among members of any trade association;:unions or councils, which regulate what work shall be included in the work of particular trades, the Contractor shall make all necessary arrangements to reconcile any such conflict with "out delay or cost to the Owner and without recourse to the Architect or the Owner. r.,. ~ .... ~5 After the Contract has been executed, the Owrier,. and the Architect will consider a °"" ddnal request for he substitution products in place of #hose specked only under the r~b~itions set forth in Section 01 60 00 -Post Bid."Substitutions. y ~,;~ By making requests for substitutions based on Subparagraph 3.4.4 above, the --~ ;~= ~ot~tractor: 9~.L.. ~.., ~;~ ~-,. ed.. C7 SC-2 ~w~=+ --- ~:: .1 represents that the Contractor has personally investigated the proposed product and determined that it is Sequa/ or superior in all respects to that specified. .2 represents that the Contractor will provide the same warranty for the substitution that the Contractor would for that specified. .3 certifies that the cost data presented is complete and includes all related costs under this Contract except the Architect's redesign costs, and waives all claims for additional costs related to the substitution which subsequently become apparent; and .4 will coordinate the installation of the accepted substitute, making such changes as maybe required for the Work to be complete in all respects. E. Change paragraphs 3.5.1 to read as follows: 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects ^^+ inhercn# ;., +he ~; and that the Work will conform with the requirements of the Contract Documents. Workk not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. F. Change paragraph 3.7.2 to read as follows: 3.7.2 The Contractor shall'. ssn~y perform the Work in compliance with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on performance of the Work. G. Change paragraph 3.7.4 to read as follows: 3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,. building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the awe costs and expenses of correcting or replacing such Work. H. Change paragraph 3.11.1 to read as follows: 3.11.1 The Contractor shall maintain at the site for the Owner, one record copy of the Drawings, Specifications, addenda, Change Orders and other Modifications, in good order and marked currently to record changes and selections made during construction, and in addition all 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. I. Change paragraph 3.13.1 to read as follows: 3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. The Contractor acknowledges that the property on which the Project and Work are located will be occupied and in use by the Owner during the execution of the Work. The Contractor shall perform and coordinate its work in such a manner that the portions of the property occupied and in use will not be encumbered or the use interfered with or• interrupted. ,..} J. Change paragraph 3.17.1 t.o read as follows: ~~'' 3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shad ~eferi~uits~~~ or claims for infringement of patent rights and shall hold the Owner and Architect;~,ai-tnles`''from loss on account thereof, but shall not be responsible for such defense or loss wh~~e, part~lar +~ design, process or product of a particular manufacturer or manufacturers is requir~d"by the ~ Contract Documents. However, if the Contractor has reason to believe that the r~~~-ed coign, .. SC-3 ~ ~ ~ -- r K. r~ c~ c~ i ~/.~' '"""~.Y ~~., ~:3 process or product is an infringement of a patent, the Contractor shall be responsible for such loss unless such information is'promptly famished to the Architect and the Owner in writing. Change paragraph 3.18.1 to read as follows: 3..1'8.1 T"o the fullest exter}t permitted by law and to the extent claims, damages, losses or expenses are not covered by Project' IVlanagement Protective Liability insurance purchased by-the Contractor in accordance with paragraph 11.3, the Contractor shall indemnify, defend and hold harmle`ss`the Owner; Architect, Architects consultants, and agents and employees of any of there. from:-and against claims, damages, losses and expenses, including, but not limited to attorneys' fees, arising out of or resulting from Q pertormance of the Work, providedahat such`claim, damage; `loss or expense is ~'~ attributable to bodily injury, ickness disease or death; or to injury to or des_ traction of CL' Q tangible property including loss of use resulting there from, +:~e ~ but only to the extent caused in v-rhole or in part by Intentfona/ ornegligent-acts. or r omissions of the"Contractor, a Subcontractor;-anyone directly or indirectly employed by ,,M ~, them, or' anyone for whose acts they"may be liabl a~ _ _ -_---_ _~_ - :,~ ~n C Such obligation shall not be construed to negate',: abridge;`> or reduce other rights or 'obligations of indemnity which would. otherwise exist as #o `a party or person described in this Paragraph 3.18: Nothing in ttie foregoing Paragraph 3.1'8.1 is intended or shall be deemed to constitute an indemn~catfonbythe Contractor against.the negligence of any of the parties to be otherwise indemnified pursuant to Paragraph 3.18.1. 3.1.8:2' Contractor is not, and'shall not be deemed to be, am agent or employee of the City of Iowa City, Iowa . L. Change 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES paragraph 3.3.4 to read as follows: _.., :_ Contractor shall maintain a qual~ed -and responsible person "available 24 hours per day; seven days. per week"to respond to emergencies"which may occur after hours. CONTRACTOR shall provide to Owner-and Architect the phone number and/or paging service of this individual. M. Change TAXES 3.6 paragraph 3.6:1 to read as follows:; Contractors and approved `subcontractors ~ wilh be.' provided a Sales Tax Exemption Cert~cate`fo purchase building: materials, `su'pplies; -or equipment in the pertormance of the contrast. The'' Contractor shall submit the information'necessarr for the cert~cates to be issued. 1.5 ARTICLE 4 ='ADMIN'ISTRATION OF THE"CONTRACT A. Change paragraph 4.1.2 to read as fdlliws: 4.1:2' Duties, responsibilities and limitations of authority of the'Architect as set forth in the Contracf Documents shall not`6e restricted, modifiei or extended without written consent of the Owner; Gei~ac-~eF and Architect: "Consent shall not b2'unreasohablywithh~ld. ° -` B. Change paragraph 4.2.1 to read as follows: 4:2:1 The Architect will'provide~ administration ofthe Eontract as de"scribed in the Contract Documents; and will be the Owner's representative as provided fierein (1) during construction, and C2) with the-0wner's concurrence, from time to time duringthe correction period described in Paragraph 1"2.2: The Architect will advise and' consult with the Owner. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, SC-4 unless otherwise modified by written instrument in accordance with other provisions of the Contract. C. Change paragraph 4.2.3 to read as follows: 4.2.3 The Architect and tP~e Owner will not be responsible for the Contractor's failure to perform the Work in accordlance with the requirements of the Contract Documents. The Architect and the Ovvner 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 performiing portions of the Work. D. Change paragraphs 4.2.5 through 4.2.6 to read as follows: 4.2.5 Based on the Archite;ct's observations and evaluations of the Contractor's Applications for Payment, the Architect will .review and seFti#y recommend to the Owner the amounts due the Contractor and will issue Certificates for Payment in such amounts. 4.2.6 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever they Architect considers it necessary or advisable for implementation of the intent of the Contract Documents, the Architect will have authority to recommend fo the Owner to require additional inspection or testing of the Work in accordance with Subparagraphs 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 performing portions of the Work. E. Change paragraphs 4.2.10 through 4.2.12 to read as follows: 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. T"~+ 4.2.11- The Architect will interpret and make recommendations to the Owner regarding decide matters concerning 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 with reasonable promptness and within any time limits agreed upon. If no agreement is made concerning the time within which recommendations ~^+°r^.°+°+;^^~ required of the Architect shall be furnished in compliance with this Paragraph 4.2, then ~.,r;++°n re.,, ,°~++ ;c. m~r1° fnr +h~The Architect shall furnish such recommendations within such reasonable time after the request is made that allow sufficient time in the professional judgment of the Architect for review. 4.2.12 Interpretations and i eeommendations desisier~s 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 drawing. Where making such interpretations and recommendations desisiees, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or recommendations desisisas so rendered in good faith. F. Change paragraphs 4.3.1 through 4.3.5 to read as follows:. _.. `;;~~" 4.3.1 Definition. A Claim is a demand or assertion by one of the Parties seekg~ as a~rr~atter of right, adjustment or interpretation of Contract terms, payment of money, extedrsidn of e or"'~~ other similar relief with respect to the administration *~ of the Contract dur~igithe "'~ ~, performance of the Work. The term "Claim" also includes other disputes and rtt~rs i~ question between the Owner and Contractor arising out of or relating to the Contract Claims must be made by written notice. The responsibility to substantiate Claims shall r©rk~~vith SC-5 ~'" ~ "'- N party making the Claim. Nothing in this Article is intended to limit claims bythe Owner related to the performance of or quality of the Work. 4.3.2 Time Limits on Claims. Claims by either party must be made within 21~ days after occurrence ofthe event giving- rise to such Claim"orwithin 2'1- days after the claimant first recognizes the condition giving rise to the Claim; whlcheveris later. Claims must'be made by written notice. An additional Claim relating to the same subject matter made after the initial Claim has been: implemented by Change OrderwilC not be considered'-and is deemed waived by the Contractor . 4.3.3 Continuing Contract Pertormance. Pending final resolutiorrof a Claim iasla~+ag arbitratie~- unless otherwise agreed in writing the Contractor shall: Proceed diligently with perormance of the Contract and the Owner shall continue to make payments for sums not in dispute in accordance-with the Contract. Documents. G. Delete paragraph 4:6 ARBITRATION in its entirety (paragraphs 4.6.1 thru 4.6.6). H. -The Owner and Contractor may exercise such rights or remedies as either mayotherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. Disputes shafP be resolved by legal orequitable proceedings in a court of appropriate jurisdiction. Under no circumstances shall binding arbitration be required as to any dispute'arising between the parties orunderthe Contract'Documents. 1.6 ARTICLE 5 -SUBCONTRACTORS A. Delete paragraph 52.1-and add'the following: 5.2.1 The`CONTRACTOR shall provide, within 24 hours of the bid opening, a`list those persons, firms, companies orother parties to whom it proposes/intends to'enter into a subcontract regarding this project as required on the Bid Form and the Agreement. 1. ~ If no minority business enterprises (MBE) are utilized, the CONTRACTOR siiall'furnish documentation ofal/ efforts to recruit MBE's. '~~ B. Change paragraph 5=:3.1' fo'read as follows: 5.3.1, By appropriate agreement, written where,legally required far'~alidity,'the Contractor shall require each Subcontractor, to the extent of the Work to be,performed by'the Subcontractor, to be bound to the Contractor~byfemis of the Contractdocuments, and to assume toward the Contractor all the obl~gafions and responsibilities which the Contractor, by these Documents, ass"umes toward the Owner and•~Architect. `Each subcontract ag`r'eement shall preserve and protect the rights of the Ownerand Architect ~inde~ th'e Conti-act'~Docum'ents wifh'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 pfo'vdetl otherwise irr the subcontract agreerrFent; the benefit of all rights; temedies'ahd ~edress'againsf the Contractor thafi-the Contractor; bytle Contract Documents, has against the Owner: WYiere appropriate, the Contractor shall require each Subcontractor to enterinto'simila? agreements"with Sub=subcontractors. The'Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, `codes of the Contract Documentsto which the r,,,,Subcontractortyill be bound, and, upon written request of the Subcontractor, identify to the -5ubco actor terms and conditions of the proposed `subcontract agreement which'~may be at ... o~rarias~ with the Contract Documents. -Subcontractors shall similarly make copies'of applicable ~orticof such~docurrients available to: their respective Proposed `Sub-subcontractors. All "fSVarraaties provided by the~5ubcontraetors, includritg all'express aitd r-rrplied warranties t7q thentract"Documents and the agreements between the Contractorand'the ~,,, ~ubc~3tr~actors and all warranties provided by %aw, 'shall run to and be for the benefit of ~p e Oitiy, and'the Owner shall have a direct right of action against the~Subcontractors mow. © SC-6 ~.s r••~ for any breach of said warranties. 1.7 ARTICLE 6 -CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS A. Delete paragraph 6.1.4 in ii:s entirety. B. Change paragraph 6.2.4 to read as follows: 6.2.4 The Contractor shall) promptly remedy damage ~ty caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors as provided in Subparagraph 10.2.5. 1.8 ARTICLE 7 -CHANGES IN THE ~IVORK A. Change paragraph 7.2.1 to read as follows: 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner and Contractor and approved by the Architect, stating their agreement upon all of the following: B. Add paragraph 7.2.3 as follows: 7.2.3 A Change Order is conclusively presumed to include all adjustments in Contract Time and Contract Sum- necessary to complete the change to the Work and related parts of the Work. C. Add paragraph 7.2.4 as folllows: 7.2.4 !n all Change Orders or Construction Change Directives, the allowance for Overhead and profit to be included in the total cost to the Owner shall not exceed the following amounts: .1 For the Contractor, for any Work performed by the Contractor's own forces, fifteen percent (15%) of the cosi`. .2 For the Contractor, for Work performed by his Subcontractor, ten percent (10%) of the amount due the Subcontractor. .3 For each Subcontractor, orSub-subcontractor involved, for any Work performed by such contractor's own forces, fifteen percent (15%) of the cost. .4 For each Subcontractor, for Work performed by his Sub-subcontractors, five percent (5%) of the amount due the Sub-subcontractor. .5 !n order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their propriety can be seen by inspection, shall be ~~ accompanied by a complete itemization of costs including labor, material and ~~- Subcontracts. In no case' will a change involving over $200.00 be approv.~^ilvithpwt suvJ~ itemization. `` ~ "'~' ~`== ~° .6 Unless otherwise agreed, costs to which overhead and profit are tab "° app~ed s~ be those costs listed in Subparagraph 7.3.6. ~~ ~'- ~ ~ r,- ~: ~ ~ -~- ~~~ 1.9 ARTICLE 8 -TIME „~ r^w ~- .~: _ A. Change paragraph 8.2.3 to read as follows: '~ cv 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract time. The Contractor shall bear all costs for overtime and all additional expense which may arise in order to achieve Substantial Completion within the Contract Time. B. Add paragraph 8.2.4 to read as follows: 8.2.4 !f, upon the recommendation of the Architect, it becomes necessary at times during construction for the Owrier to accelerate the work, each Contractor or subcontractor when ordered and directed by the Owner, shall cease work at any point and shall transfer his men fo such points and execute such portion of his work as maybe required to SC-7 enable others to properly engage in and canyon their work. C. Change paragraph 8.3.4 to read as follows: 8.3.1 If the. Contractor is delayed at any time in progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, oc'of a separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, , unavoidable casualties or other causes beyond the: Contractor's control, da~~ then the Contract Time shale be extended by Change Orderfor such reasonable time as the Owner, with the advice of the Architect, may determine. Such delays shall not be a basis for damages. An extension of the Contract Time is the Contractor's sole remedy for such delay. D. Delete paragraph 8.3.3 in its entirety. 1.10 ARTICLE 9 -PAYMENTS AND COMPLETION A. Add the following paragraph 9.3.1.3. .3 The first payment application shall be accompanied by Contractor's partial waiver of lien only,: or the full amount of the payment. Each subsequent monthly payment application shall be accompanied by the Contractor's partial waiver and by the partial waivers of Subcontractors and Suppliers who were included in the.,immediately preceding payment application to the extent of that payment. Application for final payment shall be accompanied by final waivers of lien from the Contractor, Subcontractor and Suppliers wha have not previously furnished-such final waivers: B. Change paragraph 9.4.1 to read as follows: 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 notifythe Contractor and Owner in writing of the Architect's reasons for withholding certification in wliole:or in part as provided in Subparagraph 9.5.1. `.Nothing herein shall`be construed as requiring the Architect to reduce the retainage to be applied to payment applications. All.certifications and payments, including those pursuant to a pending claim, shall be-tentative and conditional and it shall not be necessary for the Architect to make any statement to this effect. C. Add paragraph 9.4:2.1 as follows: 9.4.2.1 The Architect's determination as to the issuance of. or withholding of or the amount of payment reflected on Certificates of Payment shall subjectthe Architect to no liability whatsoever to the Owner, Contractor, Surety, or any other person. D. Change paragraph 9.6.1 to read as follows: 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make partial payments to the Contractor on or about the 15th day of each month. To insure~proper. performance of the Contract, the Owner will retain 5% of each payment amount or such larger amount as will insure that therealways remains a sufficient balance=to complete the` iwork, such retainage to be held until -Final Acceptance of Work and shall so notify the • Architect. °- _. iE Cl~nge paragraph 9.10.3 to read as follows: If, after Substantial Completion of the Work, final corpletion there of is materially delayed o~ ~~? through nofault~°of,the Contractor or by issuance of Change Orders affecting final ~,.~ ~ s ~ ~,;, completion-, and the.Architect so confirms, the Owner shall; upon application by the N ~;~ p- Contractor and certification by the Architect, and without erminating the Contract, make ~q ~ ~. U payment of the balance due for that portion of the Work fully completed- and accepted. If 4 r~' 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 terms and conditions governing final payment, except that it shall not constitute a waiver of claims. T#e ~: F. Add paragraph 9.10.5 to read as follows: Notwithstanding any provision to the contrary in this Contract, final payment of the retainage due the Contractor will be made not earlier than 31 days from the final acceptance of the work by the Owner, subject to the conditions and in accordance with the provisions of Chaptev 573 of the Code of Iowa, 2005, as amended 1.11 ARTICLE 10 -PROTECTION OF PERSONS AND PROPERTY A. Add paragraph 10.1.1.2.: . The Contractor will provide Material Safety Data Sheets (MSDSJ for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Owner prior to the start of construction and supplemented as necessary throughout the project. TI'~is data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right taknow. B. Add paragraph 10.2.4.1: . When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary, the Contractor shall give the Owner reasonable advance notice. C. Add paragraph 10.2.8: 10.2.8 When required by .law or for the safety of the Work, the Contractor shall sore up, brace, underpin and protect foundations and other portions of existing~ructuC~ which are in any way affected by the Work. The Contractor, before commencet~ent o~,~ny p of the Work, shall give any notices required to be given to adjoining /an~aarner.~r ot. parties. '.°~' ~; ~ ~1'°° _=~ t°~ "' 1.12 ARTICLE 11 -INSURANCE AND BONDS ~~" i~~ ~, A. Change paragraph 11.1.1.5 to read as follows: ~ ~ '~ .5 claims for damages, other than to the Work itself, because of injury to or d~Structio~f tangible property, including explosion, collapse and damage to underground utilities and loss of use resulting therefrom; B. Change paragraph 11.1.21to read as follows: 11.1.2 The insurance requiired by Subparagraph 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. Coverage whel:heF shall be written on an occurrence er~laia~s-ff-ade basis and shall be maintained without interruption from date of commencement of the Work until date of final payment and termination o~f any coverage required to be maintained after final payment. C. Change paragraph 11.1.3 'to read as follows: 11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work, and to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany SC-9 the cert~cate. The liabi/iiy limits required hereunder must apply to this Project only. These Certificates and the insurance policies required by thin Paragraph 11.1 shall contain'a provision that coverage~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. If any of the foregoing insurance coverages are required to remain in force after final payment a~afe an additional~certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 9.10.2. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in . D. Add the following paragraphs 1'1.1.4 through 11.1.12: ". 11.1.4 Ary policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual .liability coverage, and shall be in the following type and minimum amounts: Tvae of Coverage Comprehensive Genera/ Liability Each Occurrence 2.Aggregate Bodilylnjury:& Property Damage'` $1,000,000 $2,000,000 Automobile Liability Combined Single Limit ;Bodilylnjury & Property Damage $~~O p p~000 Excess Liability $1,000,000 $1,000;000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. "Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. rr. a; a ~.. -., $~ ~"' ~~ ~:::`s ~.~ 11.1.5 The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. In addition, the .Contractor shall be required to comply with the following provisions with'respect'to insurance `coverage: 11.1.6 The enure ;amount of Contractor's liab~hty`insurance policy coverage limits, iaientged in the policy and in the Certificate of Insurance, must, under the- policy, be available to pay damages for which the insured Contractor becomes liable', or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction or set off by virtue of investigation or defense costs incurred by Contractor's insurer. 1 ~f.7 The entrre'amountYofche Contractor's liability insurance policycoverage limits ~SI'~tll be payab/e'by the Contractor'snsurer, with no deductible to be paid by, or t1t~ insured retention to be attributed to, the Contractor unless tf-is requirement is waived ~he City. Contractor's Certificate of Insurance must set forth the nature and amount of such deductible orse/f-insured retention. ~.~ ~~'t,8 ff Contractor's liability Insurance coverage is subject to any special exclusions or /iAratrons-not common to the type of coverage being provided, such exclusions or lim~ations~shal/ be `noted on the Certificate`of insurance. 11.1.9 The Contractor shall include the City as additional insured on all policies except workers compensation. 11:1.10 The City prefers-that Contractor provide if with "occurrence form" liability insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then SC-10 the Contractor must comply with the following requirements: A. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. B. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shal'I be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. D. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits,, as the insurance specified in this Contract and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces 11.1.10 The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in compliance with the requirements herein provided, and on that basis to either award the contract to the next low tridder, or declare a default and seek specific performance or termination, as the case maybe. 11.1.11 In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses exhaust the aggregate limits of Contractor's liability insurance, then in that event the City may in its .discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 11.1.11 In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, then in that event the City may in ids discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 11.1.12 Contractor shall be responsible for any deductible amounts; including but not limited to the owner's deductible on the owner's builder's risk. E. Delete paragraphs 11.4.1 I:hrough 11.4.12; add paragraphs 11.4.1 through 11.4.5 as follows: 11.4.1 OWNER shall purchase and maintain property insurance upon the Work of the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as maybe provided in the Supplementary Conditions or required by Laws and-Regulans). This insurance shall: ~ ~"'' 1. include the interests of OWNER, CONTRACTOR, Subcontractors, Ow~~er's ~: -' Engineering Consultants, and any other individuals or entities identified in.ah~r "'""" °~°~^~ Supplementary Conditions, and the officers, directors, partners, employee54~gent~;,,and ~~ ~,_. ~ t ~ SC-11 ~.. t~"~ ~"' ,.~ Q :~~ ,~ -- w other consultants and subcontractors of.' each and any of them,. each of whom is deemed to have an insurable interest and shall be listed as an additional insured; Z. be written on a Builder's Risk, "all.-risk" or open peril or. special causes of loss policy form that shall' at least include insurance for pi~ysical.~ loss or damage to the Work, temporary buildings, false. work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning,:. extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of taws and' Regulations, water damage, and such other perils or causes of loss as maybe specifically required by the Supplementary Conditions; 3. include expenses incurred in the repairor replacement of any insured property (including. but not limited to fees and charges of engineers and architects); 4: include`$ 50tk,000 for materials and equipmeni~stored atthe Site or at another location that was agreed to in writing by OWNER:. prior to being. incorporated in the Work, provided that such materials and equipment have beerrincluded in:.an Applfcation for Payment recommended by OWNER; 5.- allow for partial utilization of the Work by OWNER; 6. include testing and startup;: and 7. be maintained in effect until final payment is made. 8: Such coverage 'shall not include coverage for loses or damage caused by the negligent acts or omissions of Contractor or~Subcontractors,-or for damage to material or equipment while under the control of or stored by Contractor prior to installation or prior to inclusion of such material or equipment in construction. Contractor shall maintain appropriate insurance for such risks or occurrences 11.4;2 OWNER shall purchase and maintain such boiler and machinery insurance which shall specifically coversuchinsured objects or additional property insurance. as maybe required by Laws and Regulations which will include'the.interests of OWNER, CONTRACTOR, Subcontractors, OWNER's Engineering Consultants,. and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed o have an insurati/e interest and-shall be7isted~as~ an insured or additional insured.: - ~, ~ _. 11:4.3 All: the po/icies~,of insurance (and the. certificates,. or other evidence thereof required to be purchased and maintained in. accordance: with-paragraph:"5:06 will contain at provision or endorsement that the coverage afforded will not be canceled or materially } changed or renewaF.refused until at least 30 days prior written. notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a~ certificate of insurance has been issued and will contain waiver provisions. ~. , 11.4.57f CONTRACTOR requests in writing that other special insurance be included in the +"~ pr,~perty insurancepolicies provided under~paragraph'.5:06, OWNER shall, if possible, i jade such insurance,`and the cost thereof.will:be chargedao CONTRACTOR by °~ropriate Change Order or Written Amendmenf.- Prior o commencement of the Work at ~~Site, OWNER shall in writing arvise CONTRACTOR whether or not such other (,~;4 c~.~ rance has been procured by OWNER.. , . .-- ~ ~ ,, . ., .. ., ,..~ ,, ~~ °°"" F ~+i~ge paragraph 11.5.1 to read as follows: ~°° ='~ ' .~1 The;,Contractorskall furnish a Performance Bond and Labor and Material Payment ~ ~ Boil from a surety using the form included in the Contract Documents, each in an ==~~ amount equal to the Contract Price.. Cost of such:Bonds: shall be Included in the base ,bid: 'Each alternative bid shall include the:additional Bond cost. Contractor shall deliver the required Bonds to the Owner prior to the signing bf the Agreement.. G. Delete paragraph. 1.1.5.2 in. its entirety. H. Add` the following paragraphs 11.5.1.1 through 11.5.1.6: SG12 .1 The Performance, Labor and Material Bond shall be executed in conformity with the American Institute of Arclyitect's Document A-312 (1984 Edition), with coverage provided by a surety having a policy holder's rating of "A" and a minimum class of 15 financing rating in the Best Insurance Guide, latest edition. .2 Whenever the Contractor shall be and is declared by the Owner to be in default under the Contract, the Surety and Contractor are each responsible to make full payment to the Owner for any and all additional services of the Architect as defined in the Owner/Architect Agreement which are required as a result of the Contractor's default and in protecting the Owner's right under the agreement with the Contractor to remedy the Contractor's default or honor the terms of the Performance Bond. .3 These Bonds shall be maintained by the Contractor and shall remain in full force and effect until final acceptance of the Work by the Owner. The Contractor agrees and will cause the Surety to agree to be bound by each and every provision of all the Contract Documents. .4 The Surety shall give written notice to Owner, within seven (7) days after receipt of a declaration of default, a~f the Surety's election either to remedy the default or defaults promptly or to perform the work promptly or to pay to Owner the penal sum of the bond, time being of the essence. In said notice of election, the Surety shall indicate the date on which the remedy or performance will commence, and it shall then be the duty of the Surety to give prompt notice in writing to Owner immediately upon completion of (a) the remedy and/or correction of each default, (b) the remedy and/or correction of each omitted item of work, (c) ;the furnishing of each omitted item. of work, and (d) the performance of the work. The Surety shall not assert solvency of its Principal or its Principal's denial of default as justification for its failure to promptly remedy the default or defaults or perform the work. .5 The Principal and Surety further agree as part of this obligation to pay all such damages of any kind to person or property that may result from a failure in any respect to perform and complete the Work including, but not limited to, all repair and replacement costs necessary to rectifiy construction error, architectural and engineering costs and fees, all consultant fees, all testing and laboratory fees, and all legal fees and litigation costs incurred by the Owner. .6 The Surety agrees that other than as is provided in the Bond it may not demand of the Owner that the Owner shall (a) perform any thing or act, (b) give any notice, (c) furnish any clerical assistance, (d) render any service, (e) furnish any papers or documents, or (fl take any other action of any nature or description which is not required of the Owner to be done under the Contract Documents. Add the following paragraph 11.5.3: 11.5.3 Surety shall be satisfactory to the Owner and shall be authorized to do business in the state of Iowa. 1.13 ARTICLE 13 -MISCELLANEOUS PROVISIONS A. Change paragraph 13.3.1 Ito read as follows: 13.3.1 Written notice shall be deemed to have been duly served if delivered in p son tote individual or a member of the firm or entity or to an officer of the corporation for ~i~ it w intended, or if ~''''°'^wcmrcrc°~r6F sent by registered or certified mail to the last busine`~ddr .,,~: known to the party giving notice. ~;_; -~' e .w,a ; ~.~: rr.s ,~ B. Change paragraph 13.5.1 to read as follows: _'~'~~ 13.5.1 Tests, inspections and approvals of portions of the Work required by the G~-act `~~'= SC-13 ~ ~ '~ ;> ._. w Documents or bylaws; ordinances, rules, regulations: or orders of public authorities having jurisdiction, shall, be made at an. appropriate time. Unless otherwise. provided, the Contractor shalf make arrangements: for such tests} inspections' and: approvals- with an+ independent testing laboratory or entity acceptable to the Owner, or with•the approprate 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 the Architect may obserue such procedures. The Owner shall: bear-costs of"tests, inspections orapprovals which do not become requirements. until afterbids are received or negotiations concluded. Copies of all reports; data and`other documents related to tests,. inspections and approvals shall be provided to the Architect as soon as practicable. C. Delete paragraphs 13.7.1 through 13.7.1.3: D. Add-the following to Article 13: 13.8.1 The Contractor shall maintain policies. of employment as fo/lows:.- .1 The Contractor and the Contractor's subcontractors shall not dfscriminate against any employee or applicant for employment because of race, religion,. color, sex, age, disability or rational origin° or otherwise as maybe required by local or state ordinance. The Contractor shall take afbrmative action to insure that applicants.. are employed, and that employees are treated during employment without regard to their race,-religion,. color, sez, age, disability or national origin or otherwise as may be. required by local or state: ordinance: `Such action. shall include; but Writ be limited to, the following: employment,: upgradir-g, 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 cor-spicuous places, available to employees -and applicants for employment, notices setting forth -the policies ofnon-discrimination. . ~ :: :, .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 emp/oymentwthoutregard to race, religion, color, sex, age, disability or national` origin or~otherwise as may be required by local or state ordinance. 13.9.1 The-Contractor shall maintain CONTRACT COMPLIANCE PROGRAM=(ANTI DlSCR/M/NATIOKREQU/RENTS) as follows: ~, 1. For all contracts of $25,000 or more, the Contractorshaliabide by the requirements of the City's Contract Compliance Program, which is included with these Spec cations beginning on page-CC-1. „ ~ •, , - ,- _; .., 1.14 ARTICLE 14 -TERMINATION 0R SUSPENSION OF THE CONTRACT A. Change paragraph 14.2.1.4 to read as follows: .4 Otherwise is "guilty of substantial-breach of a provision of the~Contracf Documents; or B. Add the following paragraph 14.2.1.5: - .5 fails or refuses to provide insurance or proof of insurance as required by the Contract Documents. C. ~. Chan 'paragraph 14.2.4 to read as follows: ~;„44:~4the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including mom ~rsation for the Arcfiitect's seniices`and expenses made necessary thereby, such excess -hall ~ aid to the Contractor. If such costs exceedthe unpaid balance, the Contractor shall cpay t14~`7ifference to the Owner. The amount to be paid to the Contractor or Owner, as the case ,,, rmay t~,~s~hall be certified by the Architect, upon application, and this obligation for payment shall ~niiv~timination of the Contract. The Confractorshal/ bear all testing, engineering, -- s U :.> ~ SC-14 t"-~ r accounting, and legal exirenses made necessary as a result of termination of the Contract. END OF DOCUMENT SC ~...~ ~ =~' _ ~_ '~~~ .. ~. - . t "".. r+ ~, ~ ~ W G ~ „ t -rp`, ~ ~% SC-15 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS PROJECT NAME: TYPE OF WORK: DATE OF LETTING: A resident bidder shall be allowed ~a preference as against anon-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country. That preference is equal to the preference given or required by the state or foreign country in which the non-resident bidder is a nesident. "Resident bidder" is defined as a person authorized to transact business in this state and having a place of business within the state, and has conducted business for at least six months prior to the first advertisement for the public improvement. In the case of a corporation, the above; requirements apply as well as the requirement that the corporation have at least fifty percent of its common stock owned by residents of this state. This qualification as resident bidder shall be maintained by the bidder and his/her contractors and subcontractors at the work site until the project is completed. I hereby certify that the undersigned is a resident bidder as defined above and will remain such from the start of the project until its completion. COMPANY NAME: CORPORATE OFFICER: TITLE: DATE: S:\EngWRCHITECTURE FILEVvchitedure Masterspeafications\F=onnal\froMend for formal architecture projects 02 29 OB.doc ..,.a ~ (,` 1 P ~ -'~ f"" ti ~_ f it ~' .s.. ,r'^a ~kl ~.~/ ~ti '~ ~ .~ W R-1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 011000 -SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement Joint Project. B. Owner's Name: City of Iowa City / Davidson Hotels. , C. Architect's Name: Neumann Monson Architects P.C, Iowa City, IA. D. The Project consists of the construction, alteration and improvements of the canopy, walkway, retaining wall and landscaped area. Site construction also includes related electrical work and signage. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in document AG- Agreement Form. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Scope of demolition and removal work is shown on drawings. B. Scope of alterations work is shown on drawings. C. Electrical Power and Lighting: Alter existing and add new construction. 1.04 OWNER OCCUPANCY A. Owner intends to continue to occupy adjacent portions of the existing building d uring the entire construction period. B. Owner intends to occupy the Project upon Substantial Completion. C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. D. Schedule the Work to accommodate Owner occupancy. -- '~;: © ,...; 1.05 CONTRACTOR USE OF SITE AND PREMISES M ~°' ~- ~~ ~,,. .~=~ _ _ A. Construction Operations: Limited to areas noted on Drawings. ' ~;~ -~: B. Arrange use of site and premises to allow: r.~ -~; ~ I 1. Use of site and premises by the public. .... tJ . ._ C. Provide access to and from site as required by law and by Owner: , ~ ~`` "'° 1. Do not obstruct roadways, sidewalks, or other public ways without permit. ~ ~ D. Time Restrictions: 1. Limit conduct of especially noisy exterior work to the hours of 9AM-5PM. E. Utility Outages and Shutdown: 1. Prevent accidental disruption of utility services to other facilities. END OF SECTION SUMMARY 01 1000 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 012000 -PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. 1.02 RELATED REQUIREMENTS A. Document AG -Agreement Form 1.03 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. B. Forms filled out by hand will not be accepted. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. Execute certification by signature of authorized officer. E. Submit three copies of each Application for Payment. END OF SECTION ~-~.> ,~~~ C'? ~.•~ - f w :; c' y~ ` {, ~ '~~ ~. :~ ©~ ~. ,o ?3 -- w PRICE AND PAYMENT PROCEDURES 01 2000 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 012300 -ALTERNATES PART 1 GENERAL 1.01 SECTION INCLUDES A. Description of alternates. B. Documentation of changes to Contract Sum and Contract Time. 1.02 RELATED REQUIREMENTS A. Document IB - Instructions to Bidders: Instructions for preparation of pricing for alternatives. B. Document AG -Agreement Form: Incorporating monetary value of accepted alternatives. 1.03 ACCEPTANCE OF ALTERNATES A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted alternates will be identified in the Owner-Contractor Agreement. B. Coordinate related work and modify surrounding work to integrate the Work of each alternate. 1.04 SCHEDULE OF ALTERNATES A. Alternate No. 1 - (Deduct/Add):Concrete Retaining Wall & Cap along "Martini's" Building 1. Description: Provide integral colored, formlined concrete retaining wall with cap along "Martini's" building as identified on the drawings as Alternate No. 1 work. Construct the work of this Alternate in accordance with requirements of appropriate specification sections and drawings. B. Alternate No. 2 - (Deduct/Add):Limestone Retaining Wall 1. Description: Provide Limestone retaining wall in lieu of integral colored, formlined concrete at base bid locations as identified on the drawings as Alterntate No. 2. Construct the work of this Alternate in accordance with requirements of appropriate specification sections and drawings. C. Alternate No. 3 - (Deduct/Add):Limestone Retaining Wall & Cap along "Martini's" Building 1. Description: Provide Limestone retaining wall with cap along "Martini's" building as identified on the drawings as Alternate No. 3 work. Construct the work of this Alternate in accordance with the requirements of appropriate specification sections and drawings. PART 2 PRODUCTS -NOT USED _ ..~ PART 3 EXECUTION -NOT USED ~ `~„ <.:~, t~° ,.c„ ~ ~S,J ~~^ ^ ,~~ ~ ~~ µ END OF SECTION ~-; . ~. ._.. ~ I~ ~ ' r i i rte A~ "~'"' ~ `~ ~' W ALTERNATES 01 2300 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 013000 -ADMINISTRATIVE REQUIREMENTS PART1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting, as listed in Advertisement for Bids. ,....,, B. Progress meetings. t~ C. Construction progress schedule. ~~-~ "~ ,,,_, ~,.. D. Submittals for review, information, and project closeout. ~' ~~~` ~ -~ ~:"~ c~ j," K; r,_. E. Number of copies of submittals. - ~~t C7'~ F. Submittal procedures. ~,~. ^~? 1.02 RELATED REQUIREMENTS ~ A. Section 01 1000 -Summary:[<>] B. Section 01 7700 -Closeout Procedures: Project record documents. C. Section 01 7900 -Demonstration and Training: Instruction of Owner's operating personnel. 1.03 ARCHITECT'S DIGITAL DRAWINGS A. Digital files of "Background Drawings" are available from the Architect for the expressed use by the Contractor, and designated subcontractors and suppliers, in the construction of the Work and the preparation of shop drawings. 1. Upon receipt of request for specific files from a prospective "User", Architect will forward a copy of the form "Digital Media Agreement" (a copy of this form is included at the end of this section) for acceptance and signature of "User". 2. Upon return of signed form together with fee of $50 per original drawing, the Architect will prepare and transmit requested files to the "User". 1.04 PROJECT COORDINATION A. Project Coordinator: Owner"s designated contact person. B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for construction access, traffic, and parking facilities. C. During construction, coordinate use of site and facilities through the Project Coordinator. D. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Architect will schedule a meeting after execution of the Owner -Contractor Agreement. B. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. 4. Major Subcontractors. C. Agenda: ADMINISTRATIVE REQUIREMENTS 01 3000 - 1 City of Iowa CitylSheraton Hotel -Pedestrian Vlfalkway Improvement -Joint Project 08.03.1 1. Submission of executed bonds and' insurance certificates. 2. Distribution of Contract Documents. 3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 4. Designation of personnel representing the parties to Contract, the Owner's jobsite representative, the Contractor's key administrative and field personnel, and Architect. 5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 6. Scheduling. 7. Use of premises by Owner and. Contractor. 8. Owners requirements and occupancy prior to completion. 9. Temporary utilities provided by Owner. 10. Security and housekeeping procedures. 11. Application for payment procedures. 12. Procedures for testing. 13. Procedures for maintaining record. documents. 14. Requirements for start-up of equipment. D. Architect will record minutes and distribute copies within three days after meeting to participants, with two copies to Owner, Contractor participants, and those affected by decisions made. 3.02 CONTRACTOR'S PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the- Work at maximum 2 week intervals. B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings:. C. Attendance Required:.; Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Fietd observations,problems, and,decisions. - 4. Identification of problems. which impede planned progress... 5. Iv~view of submittals schedule and status of submittals. Q;, 6. ~~~'eview of off-site fab~icatiori'and delivery schedules. 7. ~ Maintenance. of pr..ogress schedule.;, '"°~ 8. !~C~grrective measures to regain projected schedules. cv 9. cJ&~lanned progress during succeeding work period. ~,,,,,, 10.;-Maintenance of quality and work standards. (~ 11 ~~C~ect of proposed changes on progress schedule and coordination. ~ 12. ©er business relating to Work. ~.:~~ ,. E~-..~ RecorTminutes and distribute copies within two days after meeting to participants, with two copies to Architect; Owner, participants, and-those affected by decisions made. 3.03 CONSTRUCTION .PROGRESS SCHEDULE A. Within 15 days after date of the Agreement, submit preliminary schedule definin~g,planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. ADMINISTRATIVE REQUIREMENTS 01 3000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Incorporate the following schedule for contract closeout: 1. Closeout Meeting: Schedule at least 45 days prior to anticipated date of Substantial Completion. Submit initial copy of Operation and Maintenance Manuals for review. 2. Demonstration and Instruction: Schedule at least 15 days prior to Substantial Completion. 3. Contractor's Punchlist and Declaration of Substantial Completion: Submit at least 10 days prior to anticipated date of Substantial Completion. a. Architect will schedule verification inspection of Work within 5 days of receipt of Contractor's Notice of Substantial Completion. 4. Architect will issue "Certificate of Substantial Completion" in accordance with provisions in the Conditions of the Contract. 5. Closeout Submittals: See Section 01 7700 -Closeout Procedures. 6. Final Change Order: Architect will prepare and issue within 5 days after Substantial Completion. 7. Contractor's Statement of Final Completion: Architect will schedule Final Inspection of the Work within 5 days of receipt of Contractor's Notice. 8. Architect will issue Final Certificate for Payment upon Owner's written acceptance of the completed Work. 9. Final Payment: See Section 01 2000 -Price and Payment Procedures. 3.04 SCHEDULE FORMAT A. Bar Charts: Include a separate bar for each major portion of Work or operation. ,_- Q .~:~ B. Listings: In chronological order according to the start date for each activity. Ider>°~acf~ activity with the applicable specification section number. ='' -- `~:~~, ~ _.w ' C. Sheet Size: Multiples of 8-1/2 x 11 inches. w..l ~°; ov _~ ~.v D. Scale and Spacing: To allow for notations and revisions. '_ Cri ~ :'0 3.05 SUBMITTALS FOR REVIEW ;~ ~ "":c3 A. Refer to Section 01 3300. -Construction Submittals, for additional requirements. ~' w B. When the following construction submittals are required by individual sections, submit them to Architect for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. C. Architect's review is for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. D. Samples will be reviewed only for aesthetic, color, or finish selection. E. After review, provide copies and distribute in accordance with Submittal Procedures article below. 3.06 SUBMITTALS FOR INFORMATION A. When the following are required by individual sections, submit them for information: ADMINISTRATIVE REQUIREMENTS 01 3000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Projecfi 08.031 1. Design data. 2. Certificates. 3: Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. Refer fo Section 01 7700 -Closeout Procedures,. for submittal requirements. B. Submit for Owner's benefit during and' after project completion. 3.08 NUMBER OF COPIES OF SUBMITTALS A. Documents for Review: - 1. SmaIL Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies which the Contractor requires, plus two copies which will be retained fythe Architect. 2. Larger Sheets, Not Larger Than 24 x 36 inches: Submit one reproducible transparency and two opaque reproduction. B. Documents for Information: Submit two copies. C. Documents for Project Closeout: Make three reproductions of submittal originally reviewed. Submit one axtra of submittals for information. D. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. ._ 2. Retained samples will' not be returned to Cohtractor unless specifically so stated. 3.09 SUBMITTAL PROCEDURES A. Transmit each submittal with approved form. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. :. C. Identify Project;' Contractor, Subcontractor or supplier; pertinenfdrawing and detail number, and specification: section number, as appropriate on each copy. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and=-coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Deliver submittals to Architect at business address. F. Schedule submittals to expedite,the Project, and coordinate submission of,related items. G. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. ~ R' ,. , Ide variations from Contract Documents and Product or system limitations whicfr may be ~''' d~p~ental to successful performance of the completed Work ., P~riffe space for Contractor and Architect review stamps. 4-- ,,,~ .~i r. ~.~ W4ei~evised for resubmission, identify all changes made since previous submission. ,~ _ ~j,,, ~ Dis~te copies of'reviewed submittals as appropriate. InstrucYparties to promptly report any ' ~M ,~; ina il to comply with requirements. ADMINISTRATIVE REQUIREMENTS 01 3000 - 4 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 L. Submittals not requested will not be recognized or processed. 3.10 ATTACHED FORMS A. Transmittal Form for "Construction Submittals". B. "Digital Media Agreement" END OF SECTION _ ,...~> C3 w ~~ ~r ~=~ ~ ~:~~ ~ `,... a ~_ (iii ~`~ ~=" ..~ ~y ..^^_ W ADMINISTRATIVE REQUIREMENTS 01 3000 - 5 Neumann Monson PC 221 East College St. Suite 303 Iowa City, IA 52240 319-338-7878 DIGITAL MEDIA AGREEMENT In accepting and utilizing any drawings or other data on any form of digital media generated and provided by Neumann Monson PC the User agrees that all such drawings and data are instruments of service of Neumann Monson PC, who shall be deemed the author of the drawings and data, and who shall retain all common law, statutory law and other rights, including copyrights. The digital files submitted by Neumann Monson PC to the User are submitted for an acceptance period of 30 days. Any defects in the digital media the User discovers will be reported to Neumann Monson PC in writing prior to the end of the acceptance period and will be corrected by Neumann Monson PC. Corrections of defects detected and reported after the acceptance period will be compensated as an Additional Service at the hourly rates referenced in the project Contractual Agreement, or in the absence of a contract, at Neumann Monson PC's standard hourly rates. The User further agrees to waive all causes of action against Neumann Monson PC resulting in any way from any unauthorized changes or from reuse of the drawings and data by anyone other than Neumann Monson PC. The User agrees, to the fullest extent permitted by law, to indemnify and hold Neumann Monson PC harmless from any damages, losses, liability or costs, including reasonable attorney's fees and costs of defense, and causes of action arising from any changes made by anyone other than Neumann Monson PC or from any reuse of the drawings and data without prior written consent of Neumann Monson PC. Under no circumstances shall .transfer of the drawings and other instruments of service, on digital media for use by the User, be deemed a sale by Neumann Monson PC. Neumann Monson PC makes no warranties, either expressed or implied, of merchantability and fitness for any particular purpose. By signing below, I certify that I am authorized to act on user's behalf and have read, understand and accept the conditions of this Agreement. There will be a charge of $50.00 per original drawing requested to be paid in advance of receipt of drawings. Drawing Sheets Requested Sheet Number Firm (User) Signature .,.., Sheet Title ~°~t , ~~ ~._.~ _ ; ~` ~ ,: y-a ~ ~ n Printed Name Date Neumann Monson PC Project Name Neumann Monson PC Project Number Title Neumann Monson PC 221 East College St. Suite 303 Iowa City, IA 52240' 319-338-7878 EYECUTED AGREEMENT TO BE PLACED 1N CONTRACT FILE CAD File Name and Description Date and- Size of File City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 013300 -CONSTRUCTION SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Construction Submittals for Review and Information. B. Preparation of Construction Submittals. C. Review of Construction Submittals. 1.02 RELATED SECTIONS A. Section 01 3000 -Administrative Requirements: Processing submittals. B. Section 01 7700 -Closeout Procedures: Closeout submittals. 1.03 DEFINITIONS A. Construction Submittals for Review: Submittals required by individual specification sections relating to a portion of the work which must be acted upon by the Architect before work on that portion begins. 1. Shop Drawings: Drawings, diagrams, illustrations, and schedules specifically prepared by the Contractor to illustrate and depict some portion of the work more clearly and in greater detail. 2. Coordination Drawings: Drawings prepared by the Contractor to show how multiple-system and interdisciplinary work will be coordinated to avoid conflicts resulting from available space requirements. 3. Product Data: Illustrations, standard schedules, diagrams, performance charts, instructions and brochures that illustrate physical appearance, size, and other characteristics of materials and equipment for some portion of work 4. Samples: Physical examples of materials and workmanship which illustrate functional and aesthetic characteristics of a material and establish the standards by which the work will be judged. B. Construction Phase Submittals for Information: Submittals required by individual specification sections; submit for Architect's knowledge as contract administrator or for OWNER. No action will be taken. 1. Design data: Performance requirements and material characteristics providing the basis for portions of the Work designed by the Contractor. Include structural calculations 2. Certificates: 3. Test reports: '""m-' 4. Inspection. reports: ~ "~' 5. Manufacturer's instructions: = =' 6. Other types indicated. ~ °~"~ 1.04 RESPONSIBILITIES OF THE PARTICIPANTS i w. x B a .: i~ ~~ ~~, ~~~~ crt ~-•. A. Contractor: "' ;~ =y- 1. Read and understand the Contract Documents. ~ rw 2. Establish a realistic submittal schedule that allows for resubmittal. ~;, _„ 3. Coordinate submittals. ~ 4. Review submittals for compliance with Contract Documents, site conditions, dimensions and construction means and methods; indicate any part of the submittal that does not conform to the contract requirements. 5. Approve submittals prior to transmitting them to Architect. Use the transmittal form included with this section. 6. Distribute approved submittals to subcontractors and others. CONSTRUCTION SUBMITTALS 01 3300 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project _ 08.031 7. Maintain copies of approved submittals at the jobsite for reference, and: retain copy of approved submittals for the Owner's record. 8. Maintain transmittal log and track progress. B. Subcontractors and Suppliers: - 1. Read and understand the Contract Documents.- 2. Properly prepare complete and accurate submittals with extraneous information deleted. 3. Submit in a timely manner based on construction schedule and allowing adequate time for Contractor and Architect reviews. 4. Maintain records and current status. C. Architect: 1. Specify reasonable requi~errients. ' " 2. Read and understand.the.,Contract_Documents. ;.. , 3. Verify that the Contractor has reviewed, stamped -and approved submittals. 4. Review submittals for conformance with design intent. 5. Approve submittals in a time) er appropriate action. y,manner, or takeoth 6. Forvva~d submittals to consultants. 7. Maintain a copy of approved submittals, and`forward a copy to the Owner upon` request. 8. Maintain asubmittal -log: and_track progress.. . D:° Owner:..., - 1. Read and understand the Contract Documents. 2. Coordinate Owner-furnished° items installed by~the Contractor.' 3. Coordinate Contractor-furnished items installed by the Owner or under a`separate contract. 4. Coordinate work to be completed under a separate contract: 5. Follow project requirements. 1.05 PROJECT CONDITIONS ~ ,. A. Coordinate preparation of construction submittals with "structural design of timber framing, roof framing and related structural connections and components: PART 2 PRODUCTS (NOT USED) PART-3 EXECUTION 3.01 PROCESSING SUBMITTALS A. Refer,taSection 01 3000 for additional requirements. B. Attach a copy of the Project Transmittal Form to all submittals. C. Group submittals related to building elements or systems together fortransmittal :in accordance with submittal schedule. D. Only specified submittals will be processed by the Architect. 3.02 SUBMITTAL PREPARATION A. To aid in tracking and filing, each submittal shall contain the:following information: 1. Project name and project number, 2. Date submitted, 3. Description of the item submitted, 4. ~e specification. section refet'ence number, and 5. consecutive submittal number. z a~ ...~) ~ t I`~ ~ _ :a- ~ ...~.. _ , ~.. ~ l ~ U ~ CONSTRUCTION SUBMITTALS `, ._ `'"'' 01 3300 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement. -Joint Project 08.031 B. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. The purpose of the submittal shall be one of the following: 1. For approval, 2. For information only, 3. Resubmittal. C. When revised for resubmission, identify all changes made since previous submission. D. Provide space for Architect's submittal stamp. 3.03 SUBMITTAL REVIEW A. Only submittals stamped by the Contractor shall be forwarded to the Architect. When the Contractor determines that submittals do not meet contract requirements, they should be returned to the originator for correction or modification as appropriate. B. The purpose of the Architect's review is to check submittals for conformance with the information and design concept expressed in the Contract Documents. C. Upon review by the Architect, the submittal shall be stamped with the status of the review as: 1. Approved, 2. Approved as noted, 3. Approved as noted /resubmit, or 4. Rejected /resubmit. D. Submittals which require no action or are not subject to review, will not be returned. 3.04 PROJECT SUBMITTAL TRANSMITTAL FORM -Attached END OF SECTION ,•.~ ~.> .w- ,~-,. .~~ ~~ ;:,,. ~; - ; ~+ ~ ~ ~~ r i'~ a =~ ~ ~" ;~ ~~ ;~? w CONSTRUCTION SUBMITTALS 01 3300 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 014000 -QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Quality assurance submittals. B. Control of installation. C. Tolerances. D. Testing and inspection services. E. Manufacturers' field services. 1.02 RELATED REQUIREMENTS A. Section 01 3000 -Administrative Requirements: Submittal procedures. B. Section 01 6000 -Product Requirements: Requirements for material and product quality. 1.03 SUBMITTALS 08.031 A. Testing Agency Qualifications: 1. Prior to start of Work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible officer. B. Test Reports: After each test/inspection, promptly submit two copies of report to Architect and to Contractor. 1. Include: ;.,., a. Date issued. _ //^''~~~ 1..~ ~~'~ ^..I.'~ b. Project title and number. ~ ~ . ~ K c. Name of inspector. =~'' ~~ "~~= ~:.. d. Date and time of sampling or inspection. ~~ `"'~ i e. Identification of product and specifications section. -~ ~ , ~ f. Location in the Project. -~ ~° fi' ~ g. Type of test/inspection. ~ %~ h. Date of test/inspection. ~'" i. Results of test/inspection. ~' """"" w j. Conformance with Contract Documents. k. When requested by Architect, provide interpretation of results. C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. D. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. E. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. F. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner. ~. ,:.~. b QUALITY REQUIREMENTS 01 4000 - 1 City, of Iowa City/Sheraton Hotel - Pedestrian Walkway Improvement -Joint Project 08.031 1. Submit for information for the limited purpose of assessing: conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by~Architect or Owner. 1.04 TESTING AND INSPECTION AGENCIES A. Owner will employ and pay for services of an independent testing agency to perform specified testing. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. PART 3 EXECUTION 2.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce-Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances,: codes,. or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality F. Verify that field measurements are as indicated on shop drawings or, as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 2.02 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers'• tolerances. `Shor]Id manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding., C. Adjust products'to appropriate dimensions, position before securing products in place. 2.03~ESTING AND INS~E,CTION :.~.. ` A, Tesf~~ Agency Duties: ~"' 1.. ~ hest samples of mixes submitted by Contractor. 2.w Provide qualified personnel at site. ,Cooperate. with Architect and Contractor in -~ ~ertormance of services .. ~, j ~ 3 ~"~ rform.,specified sampling arid testing of products in accordance. with specified., standards. -° 4. ` : scertain compliance of materials and mixes with requirements of Contract Documents. --~ 5. ~ ~ ~omptly` notify Architect and Contractor of observed irregularities ornon-conformance of ~~ V6lfork or products. ~ 6. perform additional: tests and inspections required' by Architect. 7. Submit reports of aIF tests/inspections specified. B. Limits'on Testing/Inspection Agency Authority:. 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. QUALITY REQUIREMENTS 01 4000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities. 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor. 2.04 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 2.05 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION Q ~,...~ ~.~ - . -~ j j .~ :w .a ~ -- w QUALITY REQUIREMENTS 01 4000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 015000 -TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary Controls: Barriers, enclosures, and fencing. C. Vehicular access and parking. 1.02 TEMPORARY UTILITIES A. Existing facilities may be used. If City fire hydrant use is neccessary, seperafe permitting will be required and additional permitting fees will apply. B. Use trigger-operated nozzles for water hoses, to avoid waste of water. 1.03 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. C. Provide protection for plants designated to remain. Replace damaged plants. D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.04 FENCING A. Construction: Contractor's option. B. Provide 4 foot hight fence around consruction site. 1.05 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. B. Provide and maintain access to fire hydrants, free of obstructions. C. Provide means of removing mud from vehicle wheels before entering streets. D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. 1.06 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS ..,, ._ `":~3 A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial ~m~letior~ inspection. ~ ~ ' ~~: `~a B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.: C. Clean and repair damage caused by installation or use of temporary work. -~ ~ T~ Juan D. Restore existing facilities used during construction to original condition. 4~ ~ ~ PART 2 PRODUCTS -NOT USED =' """ w PART 3 EXECUTION -NOT USED END OF SECTION TEMPORARY FACILITIES AND CONTROLS 01 5000 -1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 016000 -PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. p D. Substitution limitations and procedures. "~ ~~ ~: 1.02 RELATED REQUIREMENTS ~~ y`` ~~ C ~ A. Section 01 4000 -Quality Requirements: Product quality monitoring. -~; r~° 1.03 SUBMITTALS ~ A. Proposed Products List: Submit list of major products proposed for use, with nary of manufacturer, trade name, and model number of each product. 1 Submit within 15 days after date of Agreement. 08.031 ,,,,~, ,,~ ry: i x~ .~ ~~ li j ~. 2. For products specified only by reference standards, list applicable reference standards. B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Do not use products having any of the following characteristics: 1. Made using or containing CFC's or HCFC's. C. Where all other criteria are met, Contractor shall give preference to products that: 1. Are extracted, harvested, and/or manufactured closer to the location of the project. 2. Have longer documented life span under normal use. 3. Result in less construction waste. 4. Are made of vegetable materials that are rapidly renewable. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. PRODUCT REQUIREMENTS 01 6000 - 1 City of Iowa City/Sheraton. Hotel -Pedestrian Walkway Improvement -Joint Project 08.03.1 PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests: for substitutions during the bidding period. Comply with requirements specified in this section. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. D. A request for substitution constitutes a representation that the submier: 1. Has investigated proposed product and determined. that it meets or exceeds the quality level of the specified product. '` 2. Will provide the. same warranty for the substitution as for the specified product. , 3. Will coordinate installation. and make changes to other Work that may be required for the Work to be`complete'with'no addifionaf `cost to Owner. 4. Waives claims for additional costs or time extension'that'may sub§equently~ become ,.,.. parent. ~ 5 ill reimburse Owner and Architect for review or redesigri <r ~ ~ services associated with p~ Q9e-approval. by authonfies. E. S~utions will not be considered when they are indicated' or implied on shop drawing or ~~ N prb7l~t data submittals, without separate written- request, or when acceptance will require ~ red~ls~rd' n to the Contract, Documents. F St~~Itution Submittal Procedure: 1. Qubmit three copies of request for substitution for consideration. Limit each request to one r~.., ..proposed substitution,, , 2. Submitshop drawings, product data, and certified test results attesting to the proposed ;: , productequivalence...Burden of proof is on.proposer. 3. The Architect will notify Contractor in writing of decision to accept or'reject request. 3.02 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. ,.: -. ; B. Transport and handle products in accordance with manufacturer's instructions. ~~:: ; C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments~to ensure that products comply with requirements, quantities are correct, and products are undamaged. ` E. Provide equipment and personnel to handle products by methods-foprevent soiling, disfigurement, or damage: ` F. Arrange for the return of packing materials, such as wood pallets, where econornically'feasible. 3.03 STORAGE 'AND F~ROTECTION -~ A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area. in orderto minimize waste due to excessive materials handling `and misapplication. B. Store and protect products in accordance with manufacturers` instructions. PRODUCT REQUIREMENTS 01 6000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION r ...a ~ ~~ ~~ ~.,.. ;~"~ +~~ ~ ©~ D -- .G PRODUCT REQUIREMENTS 01 6000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 017000 -EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, dispo sal, and/or remediation of hazardous materials and toxic substances. Q :.~; C. Pre-installation meetings. ~'~• C' ~~_ ,., ~ ~.... .» ' {" D. Cutting and patching. , ~-;~ -~. ~: mom. ~ ~~° E. Surveying for laying out the work. ~ ~ ~~ yy 1~/ IT ~3 ~` F. Cleaning and protection. ~;~~ ~ .. G. Demonstration and instruction of Owner personnel. ~ ,,,_ H. Closeout procedures, except payment procedures. 1.02 RELATED REQUIREMENTS A. Section 01 1000 -Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 3000 -Administrative Requirements: Submittals procedures. C. Section 01 7800 -Closeout Submittals: Project record documents, operation and maintenance data, warranties and bonds. 1.03 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 1.04 QUALIFICATIONS A. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. 1.05 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 1 City. of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 E. Erosion and Sediment Control:" Plan ancf`execute work by methods fo control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed atone time. 2. Provide temporary measures such as berms, dikes, and drains, to prevent.waterflow. F. Noise Control: Provide methods, means,:and facilities to minimize noise produced by construction operations. 1. Outdoors: Limit conduct of especially noisy exterior work to the hours of 9AM to SPM. G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, ,_ water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000. - PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate-is capable of structural support or attachment of new work being applied or,attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before-confirming product,orders or,beginning fabrication, to minimize waste due to over-ordering or misfabrication. ~~ E. Verify that utility services are available, of the correct characteristics; and'in-the correct locations. F. Priorto Cutting:.Examine existing conditions prior. to commencing work, including .elements subject to damage.or•.movement;during cutting. and patching., After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION .' A. Clean substrate surfaces prior to applying next material or substance. ~$. .... Seal- cracks or openings. of substrate prior to applying .next material or substance. ,~ q,C. manufacturer required or recommended substrate primer, sealer, or conditioner prior to ~p~Djring any new material or. substance in contact or bond. --~ >' ' 4.~~ YlIaM ~ "" 'r/ ~ 1 . ~,,... "`" ~ ~ ~ e ~'": ~ / '~ Q C",,~ EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.04 LAYING OUT THE WORK A. B. C. D. E Verify locations of survey control points prior to starting work. C3 ~: Promptly notify Architect of any discrepancies discovered. :~~ ~; Contractor shall locate and protect survey control and reference points. ~ `7 ~ ~ ~ t Protect survey control points prior to starting site work; preserve permanent refer'e pests during construction. p ~ ~ Promptly report to Architect the loss or destruction of any reference point or relotion re~rired because of changes in grades or other reasons. ~ F. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. G. Utilize recognized engineering survey practices. H. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations. Periodically verify layouts by same means. Maintain a complete and accurate log of control and survey work as it progresses. 3.05 GENERAL INSTALLATION REQUIREMENTS ~:~... j~ A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 3.06 ALTERATIONS A. Drawings showing; existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as requited to accomplish new work. 1. Remove.items. indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work,. perform removals, patch, and' prepare existing surfaces as` required to receive new tinisfi; remove existing fnish if ._ .. necessary for 'successfuf application of new finish. - 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to Plumbing, FireProtection, Electrical, and Telecommunications): Remove, relocate; and extend existing systems to accommodate new construction. . ,.. . 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel 2. Where existing systems or equipment are not active and Contract Documents require reactivation; put back into operational condition; repair supply,: distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems, in service until new systems are. complete and ready for service. a. Disable existing systems only'to make switchovers and connections; minimize ..duration of outages. ,~, , b. Provide temporary connections as required to maintain existing. systems ,in service. 4. Verify that abandoned services serve only abandoned facilities. 5. ~ Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of supply where possible, otherwise cap stub and tag with. identification; patch holes left by removal using materials specified for_new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as sjecfied for cutting new work. 3. Repair adjacent construction and finishes.damaged during removal. work. .. ., .. E. Adapt existing work to fit;new work: Make as~neat and smooth transition as possible. F. Refinish existing surfaces as indicated: ' 1. Where rooms or spaces are,indicated to be refinished, refinish.. all visible.existing surfaces to rem' ain Ito the specifed condition for each material, with a neat transition to adjacent .:finishes. Q"` 2.d If mechanical or electrical work is exposed accidentally during the work; re-cover and ~ Q refinish to match. ~ean existing systems and equipment. ?` ~ ;, ckd. l~i`,~ve demolition debris and abandoned items from alterations areas and dispose of off-site; r der ~t burn or bury. ~~ ~ Curt begin new construction in alterations areas before demolition is complete. ~~ ~ . ~....~ EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 4 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project Comply with all other applicable requirements of this section. 3.07 CUTTING AND PATCHING 08.031 A. Whenever possible, execute the work by methods that avoid cutting or patching. ,, B. See Alterations article above for additional requirements. ~ C. Perform whatever cutting and patching is necessary to: ~~ LL-.~ 1. Complete the work. '"~ "~"` ~~'' 2. Fit products together to integrate with other work. ~'' ~' ~ 3. Provide openings for penetration of mechanical, electrical, and other servi 4. Match work that has been cut to adjacent work. C"rl 5. Repair areas adjacent to cuts to required condition. ~ 6. Repair new work damaged by subsequent work. ,,,,,. 7. Remove samples of installed work for testing when requested. ~ -~ 8. Remove and replace. defective and non-conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ skilled and experienced installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. ~~... F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material, to full thickness of the penetrated element. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.08 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Collect and remove waste materials, debris, and trash/rubbish from site weekly and dispose off-site; do not burn or bury. 3.09 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 5 City of Iowa City/Sheraton Hotel -Pedestrian Walkway- Improvement -Joint Project 08.031 D. Remove protective coverings when no longer needed; reuse or recycle plastic. coverings if possible. 3.10 DEMONSTRATION AND INSTRUCTION A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to date of Substantial Completion. B. Demonstrate start-up, operation, control, adjustment; trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. C. Provide a qualified manufacturer's representative who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. D. Utilize operation and maintenance manuals as basis for instruction.;„Review contents of manual with Owner's personnel in detail. to explain all aspects of operation, and maintenance. E. Prepare and insert additional data in operations-and maintenance'manuals when-need for additional data becomes apparent during instruction. 3.11 -ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.12 FINAL CLEANING A. Execute final cleaning. prior to final project assessment. 1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy. B. Use cleaning materials. that are nonhazardous.. C. Clean equipment and fixtures to a sanitary condition with cleaning materials .appropriate to the surface and material being cleaned. D. Clean debris from i-oofs, gutters, downspouts,. and drainage systems. E. Clean site; sweep paved areas, rake clean landscaped surfaces. F. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of iii legal manner, do-not burn or-bury. 3.13 CLOSEOUT PROCEDURES A. Refer to Section 01 7700 B. Make submittals that are required by governing or other authorities. 1. Provide copies to Architect and Owner. C. Accompany Owner's Project Representative on preliminary inspection to determine items to be listed for completion or correction in Contractors Notice of Substantial Completion. fT. Noti rchitect when work is considered ready for Substantial Completion. St~ written certification that Contract Documents have been reviewed; work has been in eroted, and that work is complete in accordance with Contract Documents and ready for ' ~ c~ Ariltect s review. C~~t items of work listed in executed Certificates of Substantial Completion and comply with re~i~ments for access to Owner-occupied areas.. Accompany Architect on preliminary final inspection. H. Notify Architect when work is considered finally complete. EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 6 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 Complete items of work determined by Architect's final inspection. END OF SECTION _ t ;3 ,..,, , LL ~` ~-, ~~~ ~=: , t ~~ __~ C°:~ -,~ ~ r.a Ca ~ ate- ..~. S " `~ ti ~' --~- EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000 - 7 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 017700 -CLOSEOUT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Contract closeout procedures related to: ~ ,,... ~;a 1. Substantial Completion of the Work and ;°~' ~' 2. Final inspection and Owner's acceptance of the Work. :~~ ~i ,,,,~ B. Closeout submittals including: W w~~ "' r~s 1. Substantial Completion documents. t i d ~' ~ ti1 s. ocumen ng 2. Final Application for Payment with support is 3. Project Record Documents. ~ ~? 4. Warranties and Bonds. ,> -- 1.02 RELATED SECTIONS A. Section 00 7000 -General Conditions: Performance and Payment Bonds, warranty, and correction of work. B. Section 01 3000 -Administrative Requirements: Submittal procedures for shop drawings, product data, and samples. C. Individual product sections: Specific requirements for operation and maintenance data. D. Individual product sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Contractor's Declaration of Substantial Completion: Submit three copies of required forms and related documentation certifying that status of Work is consistent with "Substantial Completion". B. Operation and Maintenance Manuals: Provide three sets of revised documents in final form for use by Owner's personnel. Refer to Section 01 7823 for additional requirements. C. Material and Product Warranties: Submit fully executed manufacturers' warranties within ten days following Date of Substantial Completion except as follows: 1. For equipment and component parts of equipment put into service during construction with OWNER"S permission, submit documents within ten days after acceptance; list date of acceptance as the beginning of the warranty period . 2. For items of Work for which acceptance is delayed beyond date of Substantial Completion, submit within ten days after acceptance; list date of acceptance as the beginning of the warranty period. D. Contractor's Statement of Final Completion: Submit two copies of required forms certifying that Work has been fully completed; make submittal within 45 days after Date of Substantial Completion. E. Claim for Final Payment: Submit three copies of required final Application for Payment forms together with supporting documents. F. Evidence of Payments and Release of Liens: Submit two copies of required forms with claim for Final Payment. G. Project Record Documents: Submit required Record Documents with claim for Final Payment. H. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.04 COORDINATION CLOSEOUT PROCEDURES 01 7700 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 A. Coordinate scheduling, submittals, and inspection. of the• work of the. various sections of-the Project Manual to ensure efficient and orderly closeout procedure, with provision for accommodating items installed later. 1.05 PRE- SUBSTANTIAL COMPLETION MEETING A. Convene 15 days before submitting Declaration of Substantial Completion for purpose of reviewing required closeout procedures with representatives of Owner and Architect. 1.06 PROJECT CONDITIONS A. Coordinate completion and ensure clean-up of work of separate sections of the Project Manual. B. The Owner intends to occupy the entire project area at Date of Substantial Completion. PART 2 PRODUCTS -NOT USED PART 3 EXECUTION 3.01 PREPARATION FOR SUBSTANTIAL COMPLETION A. Operation and Maintenance Manuals: 1. Comply with additional requirements in Section 01.7823: 2. Include operating instructions and maintenance data prepared by personnel experienced in maintenance and operation of described equipment and. systems. 3' UserOperating and Maintenance Manuals as reference for instruction of Owner's personnel. B. Demonstration and T"raining: 1. Comply with additional requirements in Section 01 7900. 2. Prior to Substantial Completion, perform demonstration and train Owner's personnel in proper operation and maintenance of equipment and systems designated in individual sections of the 'Pr'oject Manual C. Preliminary Inspection`for Substantial Completion: 1. Schedule and conduct preliminary inspection of the Workaccompanied by Owner's Project Representative. a. Determine and identify items to be listed for correction and completion (punchlist) on Contractor's Declaration of Substantial Completion. 2. Verfy that surface finish materials are properly installed in accordance,with manufacturer's recommendations arid exposed surfaces are clean and free from damage. 3. Verify. finah;adjustrnent of operating items, equipment .and system components to ensure srx~ooth, and unhindered operation. 4. Verify specific operating and performance requirements described in individual specification sections. a. Secure certification by`TAB contractor'that testing, adjusting and balancing work has been completed; and respective systems are performing in accordance with specified design requirements. b. Replace flters of operating. equipment. ~'' 5. ,~/erity that utility services are properly connected and of the correct characteristics. 6~ ~/erity inspection and acceptance of the respective portions of the Work by Authorities ~ CHaving Jurisdiction (AHJ). .02 ~UBS~/kNTIAL COMPLETION DOCUMENTS , ctib C ~ 6-- , ,- ~ A. C~.nactor's Declaration of Substantial Completion: "_~. 1 r~ ,~?rovide the necessary assurance that the progress of the Work is consistent with `"' ~ substantial Completion as defined by the Contract Documents. 2. Qpon receipt of the required forms the Architect will schedule and conduct a Substantial `'~"' Completion Inspection. CLOSEOUT PROCEDURES 01 7700 - 2 Ciry of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 B. Certificate of Substantial Completion: Upon verification of Contractor's Punchlist, and subsequent determination by Architect that status of Work is suitable for occupancy by the Owner, the Architect will prepare Certificate of Substantial Completion (AIA Doc G704-2000). C. Upon issuance of Certificate of Substantial Completion, Contractor may request payment of the contract retainage of five percent of the value of completed Work. This request shall be accompanied by a sworn statement from the Contractor that ten calendar days prior to date of the request, known subcontractors, sub-subcontractors and suppliers received notice of the Contractor's intent. The Contractor shall release retained funds to subcontractors in the same manner as retained funds are released to the Contractor by the Owner. 1. Payment will be withheld on the value of work not yet performed as of date of Substantial Completion. The retained amount shall be equal to two hundred percent of the actual value of labor and materials yet to be provided as determined by the Architect. 2. Additional funds will be withheld equal to two hundred percent of the value of Chapter 573 claims currently on file. D. Complete and correct respective items of work listed and attached to the Certificate of Substantial Completion within 30 days following Date of Substantial Completion. 3.03 FINAL CLOSEOUT DOCUMENTS A. Contractor's Statement of Final Completion: Certify that the Work is complete and has been inspected and found to be in compliance with the Contract Documents. B. Claim for Final Payment: 1. Prepare application for payment on approved forms. 2. Amount of final payment shall be the unpaid balance of the contract sum. 3. In accordance with Iowa law, final payment shall become due and payable 31 days upon the date of Owner's formal acceptance of the completed Work. C. Evidence of Payments and Release of Liens: Prepare the following: 1. "Contractors Affidavit of Payment of Debts and Claims" (AIA Doc G706). 2. "Contractor's Affidavit of Release of Liens" (AIA Doc G706A). a. Include separate waivers of lien from subcontractors, suppliers, and others with lien rights against property of the Owner. 3. Obtain "Consent of Surety to Final Payment" (AIA Doc G707). D. Project Record Documents: .,~ 1. Submit one set of the following Record Documents; record actual revisions the VN~k: a. Drawings ~'~ ~a ~,M b. Specifications ~'~ -• ~ .' c. Addenda ~' •~`' i t,, d. Change Orders and other modifications to the Contract. -~ ~~~~ r,a ~~ e. Reviewed shop drawings, product data, and samples. - `' ~ ate. ~ ~ 2. Ensure entries are complete and accurate, enabling future reference by the~~ner. ~ 3. Specifications: Legibly mark and record at each product section descriptior~'actu~ products installed, including the following: ~' '"' a. Manufacturer's name and product model and number. b. Product. substitutions or alternates utilized. c. Changes made by Addenda and modifications. 4. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: a. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. b. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. c. Field changes of dimension and detail. CLOSEOUT PROCEDURES 01 7700 - 3 City of Iowa City/Sheraton Hotel -Pedestrian. Walkway Improvement. -Joint Project 08.031 d. Details not on originaF: Contract Drawings. E. Material and Product Warranties: 1. Obtain required" warranties executed in duplicate by responsible subcontractors, suppliers and manufacturers, within- ten days aftercomptetion of the applicable item of work. Except for items put into use with OWNER'S permission, leave date of beginning of time of warranty until- ~ate• of Substantial Completion is determined.. 2. Verify that documents are in proper form,: contain full information, and are notarized. 3. Co-execute wan-anty documents when .required. 4. Retain warranties until-.time specified for submittal 5: Include photocopies of each in operation and maintenance' manuals; indicate on Table of Contents... 3.04 FINAL INSPECTION OF THE WORK A. Following submittal of required closeout documents, the Architecfwill conduct a Final Inspection of the Work... B. Accompany Owner's Project-Representative and Architect on'final inspection of the Work. C. Complete items of work determined and identified during final inspection. 3.05 OWNER'S FINAL ACCEPTANCE OF THE WORK A. Upon satisfactory completion of the Work, the Architect will recommend acceptance of the completed Work by the Owner and final payment to the Contractor. B. The Owner will notify the Contractor in.writing of the effective date of their acceptance of the completed .Work. END OF SECTION C?* tr ~ W ~ ~ ~~ ...m ~.. =~ J ' Q ~,.. CLOSEOUT PROCEDURES 01 7700 - 4 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 017700 -CLOSEOUT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Contract closeout procedures related to: © -.,,.~ '~w 1. Substantial Completion of the Work. and ~: ~ ~ ~ ~~~ 2. Final inspection and Owner's acceptance of the Work. ~' --~. ~ = ~ 4 J _.~. ~ ~'~." B. Closeout submittals including: ;~~ L ; ~ ~ 1. Substantial Completion documents. °~ r.... ~,.. "~' 2. Final Application for Payment with supporting documents. ~ 3. Project Record Documents. ~~ ':~? 4. Warranties and Bonds. ~, r"' 1.02 RELATED SECTIONS A. Section 00 7000 -General Conditions: Performance and Payment Bonds, warranty, and correction of work. B. Section 01 3000 -Administrative Requirements: Submittal procedures for shop drawings, product data, and samples. C. Individual product sections: Specific requirements for operation and maintenance data. D. Individual product sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Contractor's Declaration of Substantial Completion: Submit three copies of required forms and related documentation certifying that status of Work is consistent with "Substantial Completion". B. Operation and Maintenance Manuals: Provide three sets of revised documents in final form for use by Owner's personnel. Refer to Section 01 7823 for additional requirements. C. Material and Product Warranties: Submit fully executed manufacturers' warranties within ten days following Date of Substantial Completion except as follows: 1. For equipment and component parts of equipment put into service during construction with OWNER"S permission, submit documents within ten days after acceptance; list date of acceptance as the beginning of the warranty period . 2. For items of Work for which acceptance is delayed beyond date of Substantial Completion, submit within ten days after acceptance; list date of acceptance as the beginning of the warranty period. D. Contractor's Statement of Final Completion: Submit two copies of required forms certifying that Work has been fully completed; make submittal within 45 days after Date of Substantial Completion. E. Claim for Final Payment: Submit three copies of required final Application for Payment forms together with supporting documents. F. Evidence of Payments and Release of Liens: Submit two copies of required forms with claim for Final Payment. G. Project Record Documents: Submit required Record Documents with claim for Final Payment. H. Warranty: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.04 COORDINATION CLOSEOUT PROCEDURES 01 7700 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 A. Coordinate scheduling, submittals, and inspection of the work of the various sections of the Project Manual to ensure efficient and orderly closeout procedure, with provision for accommodating items installed later. 1.05 PRE- SUBSTANTIAL COMPLETION MEETING >-_ A. Convene 15 days before submitting Declaration of Substantial Completion-for purpose of reviewing required closeout procedures with representatives of Owner and Architect. 1.06 PROJECT CONDITIONS A. Coordinate completion and ensure clean-up of work. of separate sections of the Project Manual. B. The Owner intends to occupy the entire project area at Date of Substantial Completion. PART 2 PRODUCTS -NOT USED - PART 3 EXECUTION 3.01 PREPARATION FOR SUBSTANTIAL COMPLETION A. Operation and Maintenance Manuals: 1. ' ~Eomply with-additional requirements in Section 01 7823. 2. Include operating instructions and maintenance data prepared by personnel experienced in maintenance and operation of described equipment and systems. r; 3. Use Operating and Maintenance Manuals as reference for instruction of Owner's personnel. B. Demonstration ari8'Training: 1. Comply with additional requirements in Section 01 7900. 2. Pn or to Substantial Completion, perform demonstration and train Owner's personnel in ,: . _ pPoper operation aril maintenance of"equipmeht and systems"designated in individual "~, ~, , sections of the Pro'act Mari ~ ual. C. ' Preliminary' Inspection for Subsfantial.Completion: 1. Schedule and cohiiuct preliminary inspection of the Work accompanied by Owner's Project Representative, y: a. Determine and identify items to be listed for:correction and eompletion,(punchlist) on :. , :::Contractor's. Declaration, of Substantial Completion:. , " ,_ 2. - Verify;thatsurface finish materials are properly installed-in accordance with;manufacturer's _ ..... ; recommendations and exposed Surfaces are clean.and free from damage. 3: Verify; fnal,,adjustment.of operating items, equipment and system, components to ensure ;: smooth and;unhmdered operation: ~, 4. Verify specific operating and performance requirements described in individual specification sections. .~ ~ Secure ceprt` ification by'? pB eontray or' that to p ng; adju9ting and balancing work has a~ been com leted, and res ective s stems are erformin in accordance with specified ~ design requirements. Q"" ~ pb. Replace. flte~sof operating equipment. - `"1%erify that utility services are~properly connected and of the correct characteristics. _.. ~~ ~ ~ /erify inspection and. acceptance of the respective portions of the Work by Authorities ~a c~ . ,~ ~iaving Jurisdiction (AHJ): X3.02 UB~/~VTIAL COMPLETION DOCUMENTS Cont~ctor's Declaration of Substantial Completion: C~.-~ 1: Provide the necessary assurance that the progress of the Work is consistent with Substantial Completion as defined by the Contract Documents. 2. Upon receipt of the required forms the Architect will schedule and conduct a Substantial Completion Inspection. CLOSEOUT PROCEDURES 01 7700 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 B. Certificate of Substantial Completion:. Upon verification of Contractor's Punchlist, and subsequent determination by Architect that status of Work is suitable for occupancy by the Owner, the Architect will prepare Certificate of Substantial Completion (AIA Doc G704-2000). C. Upon issuance of Certificate of Substantial Completion, Contractor may request payment of the contract retainage of five percent of the value of completed Work. This request shall be accompanied by a sworn statement from the Contractor that ten calendar days prior to date of the request, known subcontractors, sub-subcontractors and suppliers received notice of the Contractor's intent. The Contractor shall release retained funds to subcontractors in the same manner as retained funds are released to the Contractor by the Owner. 1. Payment will be withheld on the value of work not yet performed as of date of Substantial Completion. The retained amount shall be equal to two hundred percent of the actual value of labor and materials yet to be provided as determined by the Architect. 2. Additional funds will be withheld equal to two hundred percent of the value of Chapter 573 claims currently on file. D. Complete and correct respective items of work listed and attached to the Certificate of Substantial Completion within 30 days following Date of Substantial Completion. 3.03 FINAL CLOSEOUT DOCUMENTS A. Contractor's Statement of Final Completion: Certify that the Work is complete and has been inspected and found to be in compliance with the Contract Documents. B. Claim for Final Payment: 1. Prepare application for payment on approved forms. 2. Amount of final payment shall be the unpaid balance of the contract sum. 3. In accordance with Iowa law, final payment shall become due and payable 31 days upon the date of Owner's formal acceptance of the completed Work. C. Evidence of Payments and Release of Liens: Prepare the following: 1. "Contractors Affidavit of Payment of Debts and Claims" (AIA Doc G706). 2. "Contractor's Affidavit of Release of Liens" (AIA Doc G706A). a. Include separate waivers of lien from subcontractors, suppliers, and others with lien rights against property of the Owner. 3. Obtain "Consent of Surety to Final Payment" (AIA Doc G707). D. Project Record Documents: .~ , , 1. Submit one set of the following Record Documents; record actual revisions 4~ the W®i~c: a. Drawings "~ ~' b. Specifications ~.., _~~' -~= ~ ., c. Addenda =j ~ „_.. t' .; N ~ . d. Chan a Orders and other modifications to the Contract. ~`~ e. Reviewed shop drawings, product data, and samples. - ~ ,~,,, ,~, 2. Ensure entries are complete and accurate, enabling future reference by the~ganer..,q 3. Specifications: Legibly mark and record at each product section descriptiorf actual products installed, including the following: .~ a. Manufacturer's name and product model and number. b. Product substitutions or alternates utilized. c. Changes made by Addenda and modifications. 4. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: a. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. b. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. c. Field changes of dimension and detail. CLOSEOUT PROCEDURES 01 7700 - 3 City of Iowa City/Sheraton Wotel - PedestrianWalkway Improvement -Joint Project 08.031 d': Details not on original Contract Drawings. .. E. Material and.Product Warranties: 1. Obtain required warranties executed in duplicate by responsible subcontractors, suppliers and manufacturers; within ten days after' completion of the applicable item of work. Except for items put into use with OWNER'S permission, leave date of beginning of time of warranty until: Date of Substantial Completion is determined. 2. Verify that documents`°are in properform, contain full information, and are notarized. 3. Co-execute warranty documents when required. 4. Retain warranties until time specified for submittal. 5. Include photocopies: of each in operation and maintenance manuals; indicate on Table of Contents. , 3.04 FINAL INSPECTION OF THE WORK; A. Following submittal of required closeout documents, the Architect will conduct a Final Inspection ofythe Work. B. Accompany Owner's Project Representative and Architect on final inspection of the Work. C. Complete items of work determined and identified during final inspection. - 3.05 OWNER'S FINAL ACCEPTANCE OF THE WORK A. Upon satisfactory completion of the Work, the Architect will recommend acceptance of the completed Work by the Owner and final payment to the Contractor. B. The Owner.. will notify the., Contractor in writing of the effective date of their acceptance of the completed Work. END OF SECTION ~ ~ ~A9 N ~~ ~ ..~ -,~-w ~ F-. ~ ~ c;.. Q qtr: i c~ CLOSEOUT PROCEDURES 01 7700 - 4 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 024100 -DEMOLITION 08.031 PART 1 GENERAL 1.01 SECTION INCLUDES Q ~=~ C7 . ~; ~ °" -~ ~' C7 ~ ~~ A c,~.. ..-. :.~» ~ r ii ~r ~_ A. Selective demolition of built site elements. B. Selective demolition of building elements for alterations purposes. C. Abandonment and removal of existing utilities and utility structures. 1.02 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Site Plan: Showing: 1. Sidewalk closures, extent of construction fencing and temporary building enclosures 2. Vegetation to be protected. C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction. PART 3 EXECUTION 2.01 SCOPE A. Remove pedestrian paving, vehicular paving and curbs as required to accomplish new work and as shown on drawings. B. Remove landscape retaining wall blocks, railroad ties, misc concrete and misc items as shown on drawings. 2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. DEMOLITION 02 4100 - 1 City of Iowa City/Sheraton. Hotel -Pedestrian 1Nalkway Improvement -Joint Project 08.031 D. Minimize production of dust due to demolition operations; do not use water if thatwill. result; in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. E. If hazardous materials are discovered during removal operations, stop work and. notify Architect and Owner, hazardous materials include regulated asbestos containing materials; lead; PCBµs, and mercury. F. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 2.03 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their. requirements;. obtain required. permits. B. Protect existing utilities to remain from damage. C. Do•not disrupt public vtilities:without permit from authority, having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification~to Owner. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in -use without at least 3 days prior written notification to Owner. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of . _ utility type; protect from damage due to subsequent construction, using substantial barricades if necessary;, G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 2.04 SELECTIVE DEMOLITION FOR ALTERATIONS _ g g I field observation and Ai Drawm s showin existing construction and utilities are based on casua existmg~record documents only."~ '' 1. Verify that construction and utility arrangements are as shown: __ 2. Report discrepancies to Architect before disturbing existing installation. ~, 3. ''Begirin'ing of demolition work constitutes acceptance of existing coridifions. B. Separate areas in which demolition is being conducted from other areas that are,still occupied. 1. provide,. erect, and maintain temporary dustproof partitions. ~, .; , C. Remove existing work as'mdicated and as required to accomplish' new work. 1 Remove items indicated on drawings. D. Services (Including but not limited to HVAC, Plumbing, Fire Protection,. Electrical, and Telecommunications): °Removejexisting systems and:equipment as indicated. 1.. ~ %Maintairi`existing°active systems thafiare to remain. in operation; maintain access to p~. ,~,.,~~quipment and operational :components. "' 2. ~Nhere existing active systems serve occupied facilities but are to pe replaced with new ~, ~ ~ervrces, maintain existing systems in: ser~rice until new systems are complete and ready ~ Tor service. _ . 3.--a ~'/erify that abandoned,services serve only abandoned facilities before removal. ~" N 4.`"~ ~emove abandoned pipe, ducts, coriduits, and equipment, including those above ` „~,.,, a cessible ceilings;; remove back to source of supply where possible, otherwise cap stub ~ ~:~ '~,., = r~~d tag with identification. E~;;, Prote~existing work to remain. `'" 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. DEMOLITION 02 4100 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. 2.05 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION ~ 3 _x ~'~;; .M. t~; -. ~ ., `1 ~ ;~ • ^ r~~ ~: © ~a ,~ DEMOLITION 02 4100 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 033000 -CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. C> ,.,.a ~~~ B. Concrete retaining walls and footings. ~ ~ ~ ~& C7 -~, ~ ;; C. Concrete vehicular paving. ,~,~ 4-~, ~, ~ T .. D. Concrete pedestrian paving (sidewalk). ~ E. Concrete reinforcement. ~ ~~ ;o F. Joint devices associated with concrete work. ~ „~ G. Miscellaneous concrete elements, including flagpole bases. H. Concrete curing. 1.02 REFERENCE STANDARDS A. ACI 117 -Standard. Specifications for Tolerances for Concrete Construction and Materials; American Concrete Institute International; 2006. B. ACI 211.1 -Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002). C. ACI 301 -Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2005. D. ACI 304R -Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000. E. ACt 305R -Hot Weather Concreting; American Concrete Institute International; 1999. F. ACI 306R -Cold Weather Concreting; American Concrete Institute International; 1988 (Reapproved 2002). G. ACI 308R -Guide to Curing Concrete; American Concrete Institute International; 2001. H. ACI 318 -Building Code Requirements for Structural Concrete and Commentary; American Concrete Institute International; 2008. I. ACI 347 -Guide to Formwork for Concrete; American Concrete Institute International; 2004. J. ASTM A 185/A 185M -Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007. K. ASTM A 615/A 615M -Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 2007. L. ASTM C 33 -Standard Specification for Concrete Aggregates; 2007. M. ASTM C 39/C 39M -Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2005. N. ASTM C 94/C 94M -Standard Specification for Ready-Mixed Concrete; 2007. O. ASTM C 143/C 143M -Standard Test Method for Slump of Hydraulic-Cement Concrete; 2005a. P. ASTM C 150 -Standard Specification for Portland Cement; 2007. CAST-IN-PLACE CONCRETE 03 3000 - 1 City of Iowa City/Sheraton. Hotel -Pedestrian. Walkway Improvement -Joint Project 08.031 Q. ASTM C 173/C 173M -Standard Test Method'forAir Content of. Freshly Mixed Concrete by the Volumetric Method; 2007. R. ASTM C 260 -Standard Specification for Air-Entraining Admixtures for Concrete; 2006. S. ASTM C 309 -Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2007. T. ASTM C 494/C 494M -Standard Specification for Chemical Admixtures for Concrete; 2008. U. ASTM C 618 -Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2005. V. ASTM C 979 -Standard Specification for Pigments for Integrally Colored Concrete; 2005. W. ASTM C 1059 -Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete; 1999. X. ASTM D 1751 -Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004. 1.03 DESIGN REQUIREMENTS A. The project'structural design is'based on 4000 psi minimum compressive strength for cast-in-place concrete components. B. Do not permit superimposed loads to be applied to concrete components until at least 75 percent of minimum design compressive strength has heart achieved. 1. ,Use maturity-methods for, estimating in-place compressive strength of early-age concrete (less than 14 days from placement). Record maturity measurements made. on-site. 1.04 SUBMITTALS A. See Section 01 3300 -Construction Submittals, for submittal procedures. B. Product Data: S~ubmit'manufacturers' data on manufactured products showing compliance with specified requirements. C. Samples for Pigment Color Selection: Submit manufacturer's complete sample chip set, including.pigment number and required dosage rate for each color... D. Manufacturer's,-Installation Instructions; Indicate installation procedures-and interface required ., with adjacent construction for concrete accessories. E. Proposed Mix Design(s): ,Material proportions for each class of concrete; indicate compressive strength development at 7, 28, and 90 days; indicate alkalinity (pH) of hardened concrete sample at 90 days.:. - , ~. 1. Develop time-temperature-strength relationship for each design mix to be used in ,~.. evaluating, early-age. compressive. strength... , F. Concrete Finishers' Certificates: Certify finishers employed on the Work, verifying ACl qualification. _~ Project Record Documents_,,Accurately record actual locations of embedded utilities and ,._ . _ , - compents that will kie concealed from view upon completion of concrete work. A5 ~DALI'~Yt~-S$IJRANCE . A~ Per~or~i work of this section in accordance with ACI 301 and AC1 318. ...~ B. ~ Acq~~jt~cement from same source and aggregate from same source for entire project. ,~. , ~~ d ""~~ ' ' CAST-IN-PLACE CONCRETE 03 3000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 C. Follow recommendations of ACI 305R when concreting during hot weather. 1. Take precautions to minimize plastic shrinkage cracking. Coordinate with additional requirements in Section 03 3900. Do not place concrete when the following conditions are anticipated unless proper precautions are taken: a. Wind velocity in excess of 15 mph. b. Low relative humidity (less than 40 percent). c. High ambient or concrete temperatures. D. Follow recommendations of ACI 306R when concreting during cold weather. E. Concrete Finisher Qualifications: At least two individuals performing the work of this section with minimum three years of documented experience and ACI certified. PART 2 PRODUCTS 2.01 FORMWORK A. Formwork Design and Construction: Comply with guidelines of ACI 347 to provide formwork that will produce concrete complying with tolerances of ACI 117. B. Form Materials: Contractor's choice of standard products with sufficient strength to withstand hydrostatic head without distortion in excess of permitted tolerances. 1. Form Facing for Exposed Finish Concrete: Form Liner: Ohio Chiseled Limestone; Pattern 17983 -Fitzgerald Formliners (www.formliners.com). 2. Form Coating: Release agent that will not adversely affect concrete or interfere with application of coatings. ..., 2.02 REINFORCEMENT A. Reinforcing Steel: ASTM A 615/A 615M Grade 40 (280). 1. Type: Deformed billet-steel bars. 2. Finish: Unfinished, unless otherwise indicated. B. Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain type. 1. Mesh Size and Wire Gage: As indicated on drawings. C. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gage. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.03 CONCRETE MATERIALS A. Cement: ASTM C 150, Type I -Normal portland type. 1. Acquire all cement for entire project from same source. i r,~ z~ ~. .~ B. Blended Hydraulic Cement: ASTM C595M, Type IS (20) -Slag-Modified Portland Cement. C. Fine and Coarse Aggregates: ASTM C 33. 1. Acquire all aggregates for entire project from same source. D. Fly Ash: ASTM C 618, Class C. E. Granulated Blast-Furnace Slag: ASTM C 989, Grade 100. 1. Acceptable products: a. GranCem (tm) cement manufactured by Holcim Inc. b. NewCem (tm) cement manufactured by Lafarge. F. Color Additives: Pure, concentrated mineral pigments specifically intended for mixing into concrete and complying with ASTM C 979. 1. Color(s): As selected by Architect from manufacturer's full range. C.7 ~~e ~":'~ w"~ ~ . -- -,C r-; r°t; ~~ A ~tl u~ 9 CAST-IN-PLACE CONCRETE 03 3000 - 3 City of Iowa City/Sheraton. Hotel -Pedestrian VValkway~ fmpcovement -Joint Project 08.031 a. Allow for' 3~ different- pigment- colors. G. Water: Clean. and not. detrimental to concrete. 2.04 CHEMICAL ADMIXTURES A. Chemical Admixture Manufacturers: B. Do not use chemicals that will result in soluble chloride ions in excess of 0:1 percent by weight of cement. ~. Air~ntrainment Admixture:. ASTM C 260.. 1.Provide products,from same manufacturer as other admixtures used. OAcceptable Manufacturers: ~~c w .a. The Euclid Chemical Company; www.euclidchemical.com. o~ ~ ;b. Grace Construction Products; www.na.graceconstruction.com. ..~ i ~,_ Vic. Substitutions: See Section 01 6000 -Product Requirements. ~. 5~r'Reducing Admixture ASTM C 494/C 494M,Type A. ~,.. 1. ~'rovide mid-range water-reducing admixture allowing 12-15 percent reducfion of water ~., W, E '' ~ --content ins concrete mix.. 2. Acceptable Manufacturers:. . a. The Euclid Chemical Company; www.eaclidchemical:com. b. Grace Construction Products;. www.na.graceconstruction.com. c.- Substitutions: See Section 01 6000 -Product. Requirements. 2.05 ACCESSORY MATERIALS A. Bonding Agent: ASTM C 1059, Type II acrylic non-redispersable type. B. Liquid, Membrane-Forming, Curing Compound: ASTM C 309, Type 2, white pigmented, Class B. 2.06 BONDING AND JOINTING PRODUCTS. A. Latex Bonding Agent: Non-dispersible acrylic latex, complying with ASTM C 1059 Type II. B. Joint Filler -Exterior: Nonextruding, resilient asphalt impregnated fiberboard or felt; complying with ASTM D 1751, 1/2 inch thick and 4 inches deep: .. ., :,z . ~.. , C. Slab` Construction Jomt Devices: Combination keyed joint form and screed,, galvanized steel, with minimum 1 inch diameter holes for conduit or rebars to pass through at 6 inches on center; ribbed steel stakes for setting. 1. Provide removable plastic cap,strjp that forms wedge,-shaped joint for sealant installation. 2. Height: To suit slab thickness. .. ~. D. Bondti Break- Material: Self-adhering flexible flashing or,foam .tape sealant.., ~, E. Concrete Paving Joint Sealant: Polyurethane, self;leveling; ASTM C 920, Class 25, Uses T, I, M and A; single component. ` ' `~ 2.07 CONCRETE MIX DESIGN A. Proportioning Normal Weight Concrete: Comply,with ACI 211,.1 recommendations. B. Concrete Strength: Establish required average strength for each type of concrete on. the basis of field experience or trial mixtures as specified inACl-301. 1. For trial mixtures method, employ independent testing agency acceptable to Architect for preparing and reporting proposed mix designs. C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer. <. , CAST-IN-PLACE CONCRETE 03 3000 - 4 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 D. Normal Weight Portland Cement Concrete: 1. Cementitious Materials Content: Minimum 525 Ib per cubic yard. 2. Ternary Mix Design: Provide up to 35 percent of required Cementitious materials content using fly ash and slag as follows: a. Fly Ash Content: Use minimum 15 percent of Cementitious materials by weight. b. Granulated Blast-Furnace Slag Content: Maximum 20 percent of Cementitious materials by weight. 3. Ratio of Water to Cementitious Materials (percent by weight): a. Footings and Foundation Walls (air-entrained): Maximum 50 percent. b. Interior Floor Slabs (non-air-entrained) (water reducing admixture): Maximum 45 percent. c. Exterior Paving (air-entrained) (water reducing admixture): Maximum 48 percent. 4. Total Air Content: 5-7 percent, determined in accordance with ASTM C 173/C 173M. 5. Maximum Slump: 5 inches. 6. Maximum Aggregate Size -Footings and Foundation Walls: ~ 1 inch. 7. Maximum Aggregate Size -Floor Slabs: 3/4 inch. 2.08 MIXING A. Transit Mixers: Comply with ASTM C 94/C 94M; 1-1/2 hour maximum mixing and delivery time. 1. When air temperature is above 90 degrees F, reduce maximum mixing an~ideliver~ime to 60 minutes. ~~" °~~~ ~-- ~=-: PART 3 EXECUTION ~=' - ° .',-„ M:a ,...7. ~'~ x 3.01 EXAMINATION ; ~ ~ ~ V A. Verify lines, levels, and dimensions before proceeding with work of this section. 2',1 -'~" ;a: ,a B. Verify that anchors, seats, plates, reinforcement and other items to be cast into oncrete are accurately placed, positioned securely, and will not interfere with concrete placement. .c 3.02 PREPARATION A. Formwork: Comply with requirements of ACI 301. Design and fabricate forms to support all applied loads until concrete is cured, and for easy removal without damage to concrete. B. Verify that forms are clean and free of rust before applying release agent. C. Install self-adhering bond break material on interior vertical wall surfaces to separate perimeter of interior slabs on grade from vertical surfaces. Extend bond break material horizontally under slab at least 6 inches and tape seal to sheet vapor retarder. D. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. E. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. 1. Use epoxy bonding system for bonding to damp surfaces, for structural load-bearing applications, and where curing under humid conditions is required. 2. Use latex bonding agent only for non-load-bearing applications. F. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout. 3.03 INSTALLING REINFORCEMENT A. Comply with requirements of ACI 301. Clean reinforcement of loose rust and mill scale, and accurately position, support, and secure in place to achieve not less than minimum concrete CAST-IN-PLACE CONCRETE 03 3000 - 5 City of Iowa City/Sheraton. Hotel -Pedestrian Walkway- Improvement -Joint Project 08.031 coverage required for protection. B. Install welded" wire reinforcement. in maximum.. possible lengths,. and-offset end laps in. both directions. Splice laps with tie wire. C. Verify thataricYiors, seats, plates, reinforcement and"other items to be cast into concrete are accurately placed, positioned securely, and wilt riot interfere with concrete placement. 3.04 PLACING CONCRETE A. Place concrete in accordance with ACI 304R. B. Notify Architect not less than 24 hours prior to commencement of placement operations. .. ., , C. ` Ensure, reinforcement, inserts,'embedded parts, and formed.construction joint devices will not be `` ~ disturbed during concrete 'placement: `' D. Separate exterior slabs on grade;firom vertical urfaces with- joint filler. E. Install joint devices in accordance with manufacturer's instructions. F. Install construction joint devices in coordination with sidewalk pattern placement sequence. Set top to required-elevations. Secure to resist movement by wet concrete. G. Apply sealants in joint devices in accordance with Section 079005. H. Maintain records of concrete placement. Record date, location, quantity, air temperature, and. test samples taken. I. Place concrete continuously between predetermined expansion, control, and construction joints. J. Do not interrupt successive placement; do not permit cold joints to occur.- K. Place'sidewalk, retaining walls, and vehicular paving in saw cut pattern indicated. L. Saw cut joints within 24 hours after placing. Use 1/8 inch thick blade, cut into 1/3 depth of slab thickness. 11A. Screed'sidewalks level, maintaining surface flatness of maximum 3/16 inch in 10 ft. 3.05 CONCRETE FINISHING ,_ .. ._ , A. Repair surface defects,. immediately after removing formwork. B.. ! Areapavirig: Light broom; texture perpendicular to pavement direction. C. Sidewalk Paving: Light broom, texture perpendicular to direction of travel with troweled and radiused edge41.12 inch radius. D. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height: =,, - ,,: ", 3.06 CURING AND PROTECTION A. Comply'ith'requiPements'ofACl 308:` Immediafely after=placemerit,Jprotectconcrete from premature drying,'excessively hot or cold temperatures, and'riechanical injury:- B. Maintain concrete with minimal `moisture loss at relatively constant #emperature~for period necessary for hydration of cemeht'and>hardehing of concrete. ca 1. Normal concrete: Not less than 7 days. 2~ Exposed Horizontal Surfaces: Apply curing compound.in;two coats at right angles, using C1~ `-~~ ~ application rate recommended by manufacturer. ' 3.O~FIE,~~lUALITY CONTROL """"' ~_ , ~ d CAST-IN-PLACE CONCRETE ~'°' "'~"' ~ '~ 03 3000 - 6 ~ C7 `wwJ City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 A. Provide services of testing agency to perform field quality control tests. 1. Provide free access to concrete operations at project site and cooperate with appointed firm. 2. Contractor shall submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations. 3. Testing agency may perform tests of concrete and concrete materials at any time to ensure conformance with specified requirements. a. Compressive Strength Tests: ASTM C 39/C 39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 75 cu yd or less of each class of concrete placed. b. Break one cylinder at 14 days and the remaining two cylinders at 28 days. c. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. d. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C 143/C 143M. 3.08 DEFECTIVE CONCRETE A. Test Results: The testing agency shall report test results in writing to Architect and Contractor within 24 hours of test. B. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. C. Repair or replacement of defective concrete will be determined by the Architect. The cost of additional testing shall be borne by Contractor when defective concrete is identified. D. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect for each individual area. END OF SECTION ~J ,....~ ,. .r i ~~~~ ~.~ j ~ ~; ~ d ~o .~ CAST-IN-PLACE CONCRETE 03 3000 - 7 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 SECTION 055000 -METAL FABRICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel items. 1.02 REFERENCE STANDARDS A. ASTM A 36/A 36M -Standard Specification for Carbon Structural Steel; 2005. B. ASTM A 153/A 153M -Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2005. C. ASTM A 307 -Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength; 2007b. D. ASTM A 500 -Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2007. E. ASTM B 209 -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2007. F. ASTM B 209M -Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2007. G. ASTM B 210 -Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes; 2004. H. ASTM B 210M -Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes (Metric); 2005. I. AWS A2.4 -Standard Symbols for Welding, Brazing, and Nondestructive Examination; American Welding Society; 2007. J. AWS D1.1/D1.1 M -Structural Welding Code -Steel; American Welding Society; 2006 and Errata. K. SSPC-Paint 15 -Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004). L. SSPC-Paint 20 -Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2002 (Ed. 2004). 1.03 SUBMITTALS A. Shop Drawings: Indicate profiles; sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. ' ' 1. Indicate welded connections using standard AWS A2.4 welding symbols~ndicat~~et weld lengths. ~, ~ ~. ,:. _... :r=~ mom. PART 2 PRODUCTS r,"",r ~~* ~ ' 2.01 MATERIALS -STEEL ~ rW.. _ x~- A. Steel Sections: ASTM A572 or A36. ~ ~ ,,,~ B. Plates: A36. ~' C. Bolts, Nuts, and Washers: ASTM A307, galvanized to ASTM A 153/A 153M where connecting galvanized components. D. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. METAL FABRICATIONS 05 5000 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project. 08.031 E. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities; " having jurisdiction. 2.02 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Continuously seal joined members by continuous welds. D. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight;~flush, and hairline. Ease exposed edges to small uniform radius. E. Supply components required for anchorage of fabrications. Fabricate anchors and.: related '' components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FABRICATED ITEMS A. Steel Beams: Steel shapes; prime paint finish. 1. Sizes: As indicated on Drawings. B. Plates Not Attached to Structural Framing: For support of metal decking; prime paint finish. 2.04 FINISHES -STEEL A. Prime paint all steel items. 1. Exceptions: Galvanize items to be embedded in concrete or masonry and. items specified for galvenize'flnish. 2. Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is required, and items. to be covered with sprayed fireproofing. B. Prime Painting: One coat. 2.05 FABRICATION TOLERANCES A. Squareness: 1/8 inch. maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch. C. Maximum Misalignment of Adjacent Members: 1/16 ihch. D. Maximum Bow: 1/8 inch in 48 inches. E. "Maximum Deviation From Plane:: 1/16 inch in 48 inches. PART 3 EXECUTION 3.01 EXAMINATION ,. ,, , !~ Verifat field conditions are acceptable and are ready to receive work. 02 ~REPION ~~, AN Cle~?and strip primed steel items to bare metal where site welding is required. " ..~ B. ~ Supply~etting templates to the appropriate entities for steel items required to be cast 'into cone or embedded in masonry. ~ ~ 3.03' IITALLAtL'ION r..a A. Install items plumb and level, accurately fitted, free from distortion or defects. METAL FABRICATIONS 05 5000 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components indicated. D. Perform field welding in accordance with AWS D1.1/D1.1M. E. Obtain approval prior to site cutting or making adjustments not scheduled. F. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch. C. Maximum Out-of-Position: 1/4 inch. END OF SECTION tly6.. ~~ ..~. r.°`~ • . .. ; i w~ r~°° ~ .-.,y .e, i r.~ ~,,.,,~ Ci"1 ~ i~ K7 ~' w V7 METAL FABRICATIONS 05 5000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 088000 -GLAZING PART 1 GENERAL "~ ~' ;i~ -,°I 1.01 SECTION INCLUDES ~ - A. Laminated Safety Glass for skylight glazing. "~ `'' -~ r- -~C~~ B. Glazing compounds and accessories. 7 1.02 REFERENCE STANDARDS ~„ A. 16 CFR 1201 -Safety Standard for Architectural Glazing Materials; current edition. 08.031 ;..._,~ ':: .:~ <::M :,=~~° i •o B. ASTM C 864 -Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005. C. ASTM C 920 -Standard Specification for Elastomeric Joint Sealants; 2005. D. ASTM C 1036 -Standard Specification for Flat Glass; 2006. E. ASTM C 1048 -Standard Specification for Heat-Treated Flat Glass-Kind HS, Kind FT Coated and Uncoated Glass; 2004. F. ASTM C 1172 -Standard Specification for Laminated Architectural Flat Glass; 2003. G. ASTM C 1193 -Standard Guide for Use of Joint Sealants; 2005a. H. GANA (GM) -GANA Glazing Manual; Glass Association of North America; 2004. I. GANA (SM) -FGMA Sealant Manual; Glass Association of North America; 1990. 1.03 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this section; require attendance by all affected installers. 1.04 SUBMITTALS A. See Section 01 3300 -Construction Submittals, for submittal procedures. B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements. C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors. 1.05 QUALITY ASSURANCE A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing installation methods. B. Installer Qualifications: Company specializing in performing the work of this section with minimum five years documented experience. 1.06 FIELD CONDITIONS A. Do not install glazing when ambient temperature is less than 50 degrees F. B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds. 1.07 WARRANTY A. See Section 01 7700 -Closeout Procedures, for additional warranty requirements. GLAZING 08 8000 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 B. Laminated Glass: Provide a five (5) year warranty to include coverage for delamination, including replacement of failed units. PART 2 PRODUCTS 2.01 GLAZING TYPES A. Single Exterior Safety Glazing: Laminated Glass. 1. Applications: Overhead glazing for skylights. 2. Type: Two Laminated, panes of fully tempered float glass. 3. Tint: Clear. 4. Interlayer: 0':060 PVB iriterlayer. 5. --Thickness: 7/16~inch... 6. Glazing Method: Exterior dry method, tape and~gasket spline. , 2.02 GLASS MATERIALS A. Float Glass: All glazing is to~be float glass unless othervvise indicated., 1. Annealed Type: ASTM C 1036, Type I, transparent flat, Class 1 clear, Quality Q3 (glazing select). - _ ,. 2. Fully Tempered: ASTM C 1048. 3. Tinted;:Types: Color and performance characteristics as indicated. 4. Thicknesses: As indicated; for exterior glazing comply with specified requirements for wind load design regardless of specified'thickness. ° ~ . B. Laminated Glass: Float glass laminated in accordance with ASTM C 1172. 1. Laminated Safety Glass: Comply with 16 CFR 1201 test requirements.. for Category II. .. 2. Plastic Interlayer: 0.060 inch thick, minimum. ~ `` 3. Where fully tempered is specified or required, provide°glas5` that has been tempered. by the tong-less horizontal method. 2.03 GLAZING COMPOUNDS A. Butyl Sealant (Type ~: Single component; ASTM C 920, Grade NS, Class 12-1/2, Uses M and A; Shore A hardness of 10 to 20; black color; non-skinning. 2.04 GLAZING ACCESSORIES ,,.. ;_,: A. Setting Blocks: Neoprene,- 80 to 90 Shore A:durometer: hardness, ASTM C 864Opti.on I. Length of 0.1 inch for each square foot of glazing or mirnmum 4 inch x width of glazing rabbet ,,; , ~ .. - space minus 1/16 inch x height to suifglazing method and pane weight and,area. B. Glazing Tape: Closed cell polyvinyl chloride foam, coiled on release, paper over adhesive on two sides, maximum water absorption by volume of 2 percent, designed for compression of 25 percentvto ef#ect mQstura seal 1. Manufacturers:. - ,, _, a Saint-Gobain Performance Plastics: www.plastics.saint-gobain.com. ~t~. ~Sulistitutions:`~RefertoSectiori~0'f6000-=Product Requir•emerits:'~ - C. Glazing Gaskets: Resilient polyvinyl chloride extruded shape+to suit glazing channel retaining o slot;~ilack color. N PAR'S EJTION' - .01 ~~CAIIl~~.TION 3. ~° Ve'rhat openings for glazing are correctly sized and within tolerance. ~, Ve at surfaces of glazing channels or recesses are clean, free of obstructions that may ~ im~` moisture movement, weeps are clear, and ready to receive glazing. Iw J GLAZING 08 8000 - 2 08.031 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 3.02 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Prime surfaces scheduled to receive sealant. C. Install sealants in accordance with ASTM C 1193 and FGMA Sealant Manual. D. Install sealant in accordance with manufacturer's instructions. 3.03 INSTALLATION -EXTERIOR DRY METHOD (TAPE AND GASKET SPLINE GLAZING) A. Cut glazing tape to length; install on glazing pane. Seal corners by butting tape and sealing junctions with butyl sealant. B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full contact. D. Install removable stops without displacing glazing spline. Exert pressure for full continuous contact. E. Trim protruding tape edge. 3.04 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work is complete. C. Clean glass and adjacent surfaces. END OF SECTION ~ ,_,.~ ~~ ~, - ~_ -"~ r.. :~~: ,~„ ~~ ,; ,.." ~ "° F~..~ ~ ~ ~ ~ -'~ V1 GLAZING 08 8000 - 3 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 ,.._~ SECTION 099000 -PAINTING AND COATING '~~~ Q :;~ °y ~ [.y r f ~, PART 1 GENERAL ~- :- 1.01 SECTION INCLUDES rn~' '``'` ~ @ A. Surface preparation. -~ B. Field application of paints to exterior steel surfaces. O ~ 1.02 REFERENCE STANDARDS ~ "'"- ~ ~ A. 40 CFR 59, Subpart D -National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. GreenSeal GS-11 -Paints; 1993. 1.03 SUBMITTALS A. See Section 01 3300 -Construction Submittals, for submittal procedures. B. Product Data: Provide data on all finishing products, including VOC content. C. Certification: By manufacturer that all paints and coatings do not contain any of the prohibited chemicals specified; GreenSeal GS-11 certification is not required but if provided shall constitute acceptable certification. 1.04 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. 2.02 PAINTS AND COATINGS -GENERAL A. Paints and Coatings: Ready mixed, unless intended to be afield-catalyzed coating. 1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2.. Supply each coating material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. B. Primers: Where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer. C. Volatile Organic Compound (VOC) .Content: 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. PAINTING AND COATING 09 9000 - 1 City of Iowa City/Sheraton. Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 2.03 PAINT SYSTEMS -EXTERIOR A. Ferrous Metals, Primed, Alkyd, 2 Coat: 1. Touch-up with rust-inhibitive primer recommended by top coat manufacturer. 2. Gloss: Two coats of alkyd enamel. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work as instructed by the product manufacturer. B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. C. Test shop-applied primer for compatibility with subsequent cover materials. 3.02 PREPARATION A. Clean surtaces thoroughly and correct defects prior to coating application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the: project~_conditions. , C. Remove or mask surface appurtenances, including electrical plates,. hardware,. light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. "' D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impeivious surfaces by scrubbing with solution oftetra-sodium phosphate and bleach. Rinse with clean water and allow surface to'dry. 3.03 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry, before next coat is applied. ._ C. Apply each coat to uniform appearance. 3.04 CLEANING _. A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. ~ ~ • 3.05 .PROTECTION A. TQUCh-up.damaged coatings after.Substantial Completion. END OF SECTION c~ ,, , ~ ~~ - _ ~.$,~ ~ '~ ...... ~. tea. ~_ =~ ' U ;: ~ , ~. . ~ PAINTING AND COATING 09 9000 - 2 City of Iowa City/Sheraton Hotel A&J #200919.00 Pedestrian Walkway Improvement Joint Project SECTION 16010 ELECTRICAL GENERAL PROVISIONS PART 1. GENERAL 1.1. SECTION INCLUDES A. Provide all labor and materials and all equipment to make complete operating electrical systems. Place all equipment in initial operation, make all initial tests to ensure compliance with specifications and their intent, obtain approval in writing from all governing bodies having jurisdiction to ensure compliance with all laws and ordinances in effect. B. Plans are to be considered as schematic, written dimensions shall govern, dimensioned architectural plans shall take precedence over un-dimensioned electrical plans, any questions as to exact location of equipment shall be verified with the Architect. All work must be coordinated with all other trades. C. Where noted on the drawings or where indicated in other sections of the specifications, this Division shall install equipment furnished by others and shall make required service connections. Verify with the supplier of the equipment the requirements for the installation. 1.2. MEASUREMENTS A. All measurements must be verified from actual observation at the building. This Contractor shall be responsible for all his work fitting in place in approved, satisfactory, and workman like manner in every particular. 1.3. DRAWINGS AND SPECIFICATIONS A. Drawings for the work; are diagrammatic, intended to convey the scope of the work and to indicate the general arrangement and location of the work. Because of the scale of the drawings, certain basic items such as conduit fittings, sleeves and access panels may not be indicated. Where such items are required by code or by other specifications sections or where required for the proper installation of the work, such items shall be included. Inclusion of such items shall not be a basis for any contract amount or duration changes. 1.4. LAWS, PERMITS AND REGULATIONS A. Contractor shall obtain and pay for all licenses and permits. The Contractor shall cc?~ply with all laws, ordinances, regulations, and code requirements applicable toQAs work: ~:~ ""~' B. Work shall comply with the latest issues of the National Electrical Code and='~fbwa Staff ~~ Building Code and local codes. -~~ Y_,~ ~;,~ °', ~.~; c-_ C. Secure inspections required by the Authorities with jurisdiction over the site.- tt~ -~, '~• ;~' 1.5.TESTS AND INSPECTIONS ~ -... • A. Final settlement will not be made with the Contractor until all systems have been thoro~ighly checked and found in good operating condition. All materials and workmanship shall be subject to inspection., examination and test by the Architect at any and all times. The Architect shall have right to reject any defective material or workmanship and require its correction without cost to the Owner. ELECTRICAL GENERAL PROVISIONS SECTION 16010 - 1 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project A&J ' #200919:00 B. Systems shall be tested by the Contractor aril placed in proper working order prior to demonstrating systemsfo the Architect. ca N c3~ N ~~ ~ ~., ':' ~.._: 1.6. PROTECTION OF WORK C. Perform such tests as required by authorities having jurisdiction over the site. D. Prior to acceptance of the work, the Contractor shall demonstrate to the Archftect, all features and functions of all system. Each system shall be demonstrated. E. The demonstrations shall: consist of-.not less than the following:. "° 1. Point out the: actual location of each component of a~ system and demonstrate its function and its relationship to other components within the system. 2. Demonstrate the. electrical systems by actual "start-stop" operation showing how to work controls, hove to-reset protective devices, how fireplace: fuses, and what to do in emergency. _ 3. Demonstrate: communication, signal, alarm and detection systems by point to point actual operation of the systems and show how to reset signal, alarm and detection devices. F. Systems to be demonstrated shall. include the following: 1. Lighting and lighting controls systems. " G. Contractor shall furnish the necessary trained personnel to perform the demonstrations and instructions, and shall arrange to have the manufacturer's representatives present to assist with the demonstrations.. H. Contractor shall arrange with the Architect the dates and times: for performing the demonstrations, at least two weeks in advance. A. Contractorshall protect his work from damage or injury bykeeping all conduits, outlets, ducts, etc.;: plugged; capped, or otherwise: protected. Any uchinjury or damage shall be replaced or repaired without cost-to the Owner. All. pieces of equipment shall be suitably protected,: and upon completion of project shall be equaF to new condition. ' 1.7.OPERATING MANUALS, INSTRUCTIONS A. Upon completion of the project and before acceptance by the"Architect, the Contractor shall turn .over. to the Architect.. complete Operating and Maintenance Manuals,;Operating Instructions;. etc.; for all. egaipmentfurnished, by-him. Furnish compfete~operating instructions to the designated representative of the Architect for each piece of equipment. B. Prior to completion of work and before acceptance by the Architect of substantial completion d certification, the Contractor as it applies to his work, shall submit a rough draft of complete ~ ~ Operating and Maintenance-Manuals thatare properly indexed~to identifyall'submittals. Ex 1.sNCRETE WORK ~A~~ Division 16 shall provide concrete pads and bases for alhelectricabequipment. Unless ~..~ otherwise noted concrete bases andpads hall have _3000 psi comprehensive strength after : 28 day cure. Reinforcement shall be as detailed Provide. equipment<anchor bolts and Cxoordinate their proper installation and accurate:location. Refer also to the specification section for cast-in-place concrete. Wherefhe provisions of thaf section: are more stringent than those called for in this Section, the cast-in-place concrete section shall govern. ELECTRICAL GENERAL PROVISIONS SECTION 16010 - 2 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project A&J #200919.00 1.9. EXCAVATING, TRENCHING AND BACKFILLING A. Complete excavating necessary for underground wiring, conduit and ductbanks. Backfill trenches and excavations after work has been inspected. Work shall be in accordance with the requirements as follows, and the requirements of DIVISION 15. Care shall be taken in excavating, that walls and footings and adjacent load bearing soils are not disturbed in any way, except where lines must cross under a wall footing. Where a line must pass under a footing, the crossing shall be made by the smallest possible trench to accommodate the conduit. Excavation shall be kept free from water by pumping, if necessary. No greater length of trench shall be left open, in advance of conduit laying, than that which is authorized or directed by the Owner's Representative. B. Roots shall be removed to a level 18" below finished grades and deeper as required for duct runs, manholes, and light pole bases. No roots shall be allowed to remain under the work. C. Backfill about the structures shall be placed, when practicable, as the work of construction progresses. Backfilling on or against concrete work shall be done only when directed. Backfilling of duct lines shall progress as rapidly as the testing and acceptance of the finished sections of the work will permit and shall be carried to a crown approximately 6" above the existing grades. In Backfilling around duct lines, fill sand shall be compacted firmly around and to a depth of not less than 6" over the top of the duct. Fill, Backfill and rough grading shall be compacted thoroughly in layers, and shall be brought up to within 6" of finished grades. The final layer of Backfill, from 6" below to 6" above grade, shall be done using good quality topsoil. Fill and Backfill shall be clean and free from vegetable matter and refuse. 1.10. MODEL NUMBERS A. Model numbers are used in some instances to help define the overall characteristics required of a specific component, however, it is recognized that model numbers change from time to time or that the model numbers listed may be incorrect. The Contractor shall provide the components that satisfy the performance requirements specified, rather than providing units meeting the model number requirements in the event there is a discrepancy. B. The bidder and Contractors shall not rely solely on the model numbers for selecting the appropriate components to be furnished. C. It is the bidder's sole responsibility to call to the attention of the Architect any discrepancies between the performance requirements specified and any model number used during the bidding period prior to issue of the last addendum. If no such notification is made it will be assumed that no such discrepancies exist. 1.11. WARRANTY/GUARANTEE: A. Upon written acceptance of the Work, the Contractor shall warrant/guarantee, and be responsible for, proper operation of the Work for a period of one calendar year following;',/ie date of Substantial Project Completion, or the respective date of acceptance of~ach iterrPof equipment, system, or area of the Work. The Contractor shall be held liable fotye?Wor4z~: "`° during the guarantee period, and shall make good any faults or imperfections tl~t iriay a"rr~e ~, due to defects or omissions in materials or workmanship. '~~"? ~ "` ~ w~„ ~ ~•~~ ~~ ~'' V"~ ELECTRICAL GENERAL PROVISIONS SECTION 16010 - 3 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement. Joint Project A&J #200919.00 1.12. SUBMITTALS A. Coordinated shop drawings shall be provided on all equipment specified in Division 16 and shall be in accordance with the applicable sections-and general-provisions of this specification. Additionally,; all shop drawings submitted pertaining to-major equipment items shalF include the particular item(s). intended for installation indicating sufficient information to ensure compatibility-with physics[constraints, manufacturer required maintenance and code clearances, and'indication.of non-interference with~work installed by other.trades and other work installed° by this trade: Submittals not in accordance with he above noted conditions wily be returnedao the "Contractor without action:. Any claims arising from delay in constructiorrscheduling arising from submission of nori-conforming shop°drawings will not be honored. B. Substitute Items: _ ~ . 1. Following contract award, modified structural;. architectural, mechanical, and electrical work or redesign required as a result of the Contractor implementing an approved. Alternate; or providing substitute or "approved equal"'materials and equipment shall be at no additional cost to the Owner: 'Said:costs shall be borne in their entirety by the Contractor, unless.specifically stated and included as such in the Contractor's bid submission`undec Substitute Items bid requirements as outlined in Division 1 -General Requirements.: 2. Substitute items will be allowed only under the conditions specified in the General Conditions and Division 1 of the specifications: C: -The Contractor shall not install or fabricate any items without receiving accepted shop drawings from the Architect for those sections requiring submittals. D. Refer to Division 1 for submittal requirements. 1.13. PAINTING A. The Division 16 Contractor shall be responsible for touch-up painting and repair of surfaces that are specified to be factory finished. END OF SECTION 16010 N ~ ~ ~' ~ 'W~- "~ ~ ~ r.)1 ...~ ~ ,,.. ~.... "`3 _ r~*.~ {~ C•.;.~ ELECTRICAL GENERAL PROVISIONS SECTION 16010 - 4 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project SECTION 16111 CONDUIT SYSTEMS PART 1 -GENERAL 1.1 SECTION INCLUDES A. Conduit systems 1. Metal conduit. 2. Flexible metal conduit. 3. Liquidtight flexible metal conduit. 4. Electrical metallic tubing. 5. Nonmetalic conduit. 6. Hangers and supports. B. Outlet and device boxes. C. Pull and junction boxes 1.2 DELIVERY, STORAGE, AND HANDLING A&J #200919.00 A. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering. PART 2 -PRODUCTS ~ . ; ,, 2.1 MANUFACTURERS .- ~ .;;~ ~ ~. ~~ A. Acceptable manufacturers -boxes: :.~; r °;~ ,r;,,~ ~`~ 1. Raco '"* ~"' 2. Steel City -- ~"~ ~ 4 3. Appleton r ~ ]~ .,.. B. Acceptable manufacturers -hangers and supports: ~ 1. Unistrut 2.2 MATERIALS A. The materials-used in the fabrication of the conduit system shall be products of a manufacturer regularly engaged in the manufacturing of the specified material. Where a manufacturer is named for a particular material, the material of other manufacturer shall be acceptable provided the material meets requirements of the Specification. B. Rigid Conduit: Full weight, threaded, rigid steel conduit, galvanized inside and out by hot-dip or electro-galvanizing process. Provide thread protective caps and coupling plugs to prevent injury to threads during handling. 1. Use rigid conduit for all conduit regardless of size where installed in exposed exterior locations, earth fill or in poured concrete walls, columns, floors or other concrete structures. C. Electrical Metallic Tubiny: Thinwall, electrically welded cold rolled steel conduit, galvanized inside and out byelectro-galvanized process. Use for conduit installed in stud walls, masonry CONDUIT SYSTEMS SECTION 16111-1 City of Iowa City/Sheraton Hotel Pedestrian Vilalkway Improvement Joint Project A&J #200919.00 walls, above suspended ceilings and where exposed in interior locations. D. Flexible Metal Conduit: Formed of one continuous length of spirally wound electro-galvanized steel strip. Use for: Final connections to motor operated equipment, connections from junction boxes to lighting fixtures, and for wiring within casework and millwork. E. Liquid tight Flexible Metal Conduit: Formed of one continuous length of spirally wound steel strip, with water and oil tight neoprene jacket. Use for final connections to equipment located in wet areas and at all exterior locations. F. Intermediate Metal Conduit (IMC): May be used as approved by Code for 2" and larger where rigid conduit is specified, except shall not be used for conduit buried in earth fill. G. PVC Conduit: Schedule 40 or 80 as called for, 90°C. conduit shall be composed of polyvinyl chloride and shall conform to NEMA Standards. Conduit fittings and cement shall be by the same manufacturer. PVC conduit may be used for 1"and larger installations where buried outside of the building, and where encased in concrete or below concrete slabs. H. Rigid Conduit Fittings: Threaded, galvanized steel/malleable bushings, and concrete tight. Grounding lug type with nylon insulated bushings for connections at cabinets,. boxes and .gutters. I. Metallic Tubing Fittings: Compression type galvanized malleable iron or steel; water and concrete tight. Connectors with nylon insulated throats at cabinets, boxes and gutters. J. Flexible Metal Conduit Fittings: Screw-in type galvanized malleable iron or steel with nylon insulated throats. K. Liquidtight Flexible Conduit Fittings: Galvanized malleable iron or steel with watertight gaskets, "O" ring and retainer, and nylon insulated throats. L. Condulet Fittings: Exposed conduit fittings shall be Condulet type for sharp turns and tees. Minimum radius shall be compatible with the cable to be installed. - M. Material, size and installation for outlet boxes shall comply with NFPA 70 -National Electrical Code (NEC). PART 3 -EXECUTION 3.1 CONDUIT INSTALLATION A. Install conduit in accordance with NECA "Standard'. of Installation:" ,,,_ B. Minimum size conduit shall be'/2" for power, control and lighting. and 3/a "for communications N ~ ~ applications. Where specific sizes required by Drawings or Specifications are larger than Code re uirements the lar er size sh ll b id Sie d it f TMW i d t l i d ~ ~, C~ q g , e prov a e . con or u s ype nsu w re. ate a .... ~~ InstatF the conduit system mechanicallyand electrically, continuous from outlet to outlet and to N r,„~~ 1-- cabinets, junction or pull boxes. Conduit shalt enter and be secured to cabinets and boxes in i ~,~ ~,;, such a manner that all. parts of the system will have electrical continuity. «.~. :ter: ~,.._ ~,, SID ~¢~iE CTION 16111 _ C:::..:s ``'"' CONDUIT SYSTEMS SECTION 16111-2 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project SECTION 16120 WIRE AND CABLE PART 1 -GENERAL 1.1 SECTION INCLUDES A. Wiring systems, 600 volts and less PART 2 -PRODUCTS 2.1 MATERIALS A&J #200919.00 _ ,,....~ _: a ~~ `"'; C.~ ~ ~,_.. ""~"""~ ~~ t -° ~ a ~: ' r~ ~ ~~t -~ r" - F"~~ ~' l ) ~ ~ ~ ~ A. This Section describes the basic materials and methods of installation for general wiring systems of 600 volts and less. Wiring for a higher voltage rating shall be as specified in other sections. B. Minimum size conductors shall be No. 12 AWG for power and lighting circuits and No. 14 AWG or per manufacturer recommendation for signal and control circuits. C. The material used for the wiring systems shall be the products of a manufacturer regularly engaged in the manufacturing of the specified material. Where a manufacturer is named for a particular material, the material of other manufacturers will be acceptable provided the material meets requirements of the Specifications. D. Wire and cable for power, lighting, control and signal circuits shall have copper conductors of not less than 98% conductivity. Power, lighting and control wire and cable shall be insulated to 600 volts. All conductors larger than #10 AWG shall be stranded. E. Type of wire and cable for the various applications shall be as follows: 1. Type THW, THWN or XHHW (75°C.): Use for branch circuits, panel and equipment feeders in wet and dry locations. 2.2 CONDUCTOR COLOR CODING A. Wiring systems shall be color coded. Conductor insulation shall be colored in sizes up through #10 AWG, conductors #8 AWG and larger shall have black insulation and shall be phase color coded with 1/2" band of colored tape at all pull boxes, junctions and terminations. Colors shall be assigned to each conductor as described below and carried throughout all main and branch circuit distribution. 120/208 Volt 120/240 Volt 277/480 Volt 1. Phase "A" conductor - Black Black Brown 2. Phase "B" conductor - Red Red Orange 3. Phase "C" conductor - Blue -- Yellow 4. Neutral conductor - White White Grey 5. Grounding conductor - Green Green Green 2.3 CONNECTORS A. In-line splices and taps for conductor sizes #8 AWG and smaller: Use 3M Company "Scotchloc" vinyl insulated spring connectors or Engineer approved equivalent. B. In-line connectors for canductor sizes #6 AWG and larger: Use Thomas & Betts two way connectors long barrel type, Series 54800 with Interlocking Covers or Engineer approved WIRE AND CABLE SECTION 16120-1 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project A&J #20099:00 equivalent. C. Taps for conductor sizes #6 AWG and larger: Use Thomas & Betts "C" Taps, Series 54700 or' Engineer approved equivalent. D. Cable terminations to busbars, switch studs and terminal blocks: Use Thomas & Betts two hole lugs, long barrel type, Series 54800 or Engineer approved equivalent. E. Insulate splices and taps to thickness of conductor insulation with half-lapped layers of 3M' Company "Scotch" brand No. 88 vinyl electrical tape or Engineer approved equivalent. Connectors having irregular surfaces: Fill voids and smooth contours with 3M Company "Scotchfil" electrical putty prior to taping. PART 3 -EXECUTION , 3.1 EXAMINATION AND PREPARATION A. Verify that mechanical work which is likely to injure-conductors has been completed. 3.2 PREPARATION A. Conduit shall be swabbed free of moisture and debris prior to pulling. in wire. 3.3 INSTALLATION A. Neatly train and secure wiring inside boxes, equipment,- and panelboards. B. Use wire pulling lubricant for pulling 4 AWG and larger wires. G . Support cables above accessible ceilings to keep them from resting on ceiling tiles. D. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible temperature rise. E. Terminate spare conductors with electrical tape. F: ~ Cable for all feeders shall be continuous from origin to termination. ,. G. Splices in branch circuit wires shall be made only in accessible junction boxes. ,:... _ - H. Power feeder cable shall be pulled with cable lubricating compound suitable for the wire insulation and conduit it is used with. Compound shall noiharden or become adhesive. END OF SECTION 16120 ..... cis `~ ~ C,~ o [~[_. l~_.',,. ~ c-.~ WIRE AND CABLE SECTION 16120-2 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project A&J #200919.00 SECTION 16450 GROUNDING & BONDING ,~ PART 1. GENERAL ~ `° F~..w ~ 1.1. SECTION INCLUDES -'' ---! `~A= .~» t.~, .., ~ A. Grounding conductors ---! ~ %' ._ r~~ ~ ~ f~! ~ y B. System grounding. Q ;C1 .~ ~ C. Bonding ~ r PART 2. PRODUCTS 2.1.GROUNDING WIRES A. Grounding wires shall be UL and NEC approved types, copper, insulated and color identified green, except where indicated otherwise. B. Wire size shall not be less than that indicated on the drawings and not less than required by the NEC. 2.2.GROUNDLNG SYSTEM A. Lighting fixtures, receptacles and fixed equipment shall be bonded and grounded in accordance with the National Electrical Code or as indicated. B. Ground for wiring systems shall be obtained by extending insulated ground conductor throughout the system from the service entrance point. Equipment ground conductors shall be sized in accordance with NEC. PART 3. EXECUTION 3.1. INSTALLATION A. Grounding shall be in accordance with NEC and indicated in the Contract Documents. B. Conduit System: 1. Ground all metallic conduit systems 2. Conduit provided for mechanical protection containing only a grounding conductor shall be bonded to that conductor at the entrance and exit from the conduit. C. Boxes, cabinets, enclosures and panelboards: 1. Bond the grounding wires to each pullbox, junction box, outlet box, cabinets and other enclosures through which the ground wires pass. 2. Provide lugs in each box and enclosure for ground wire termination. 3. Provide ground bars in panelboards, bolted to the housing, with sufficient lugs for terminating the ground wires. END OF SECTION 16450 GROUNDING & BONDING SECTION 16450 - 1 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project A&J #200919.00 SECTION 16510 LIGHTING FIXTURES & LAMPS PART 1 -GENERAL 1.1 SECTION INCLUDES A. Lighting fixtures, ballasts, and lamps 1.2 SUBMITTALS A. Submit catalog cuts of all lighting fixtures showing cuts and photometric data prop~rly idery'ed for approval before construction. rc:.„ ;,~, ~ ; ~,~ B. Submit catalog cuts of all ballasts. , -;. ~ --.... N ~ C. Submit catalog cuts of all lamps. -° ~"° ~' 1.3 STANDARDS AND CODES ~ ~: ~? A. The following standards and codes apply: ~ ~/'~ 1. NEC Article 410 2. UL Listings PART 2 -PRODUCTS 2.1 LIGHTING EQUIPMENT A. Lighting equipment shall be as scheduled and as specified or Architect approved equivalent. Architect's decision final as to all substitute fixtures. B. Mounting as specified in schedule. 2.2 LAMPS A. Provide lamps for all fixtures as scheduled on the drawings. PART 3 -EXECUTION 3.1 INSTALLATION A. Contractor responsible far all fixtures and lamps until acceptance by Architect. END OF SECTION 16510 LIGHTING FIXTURES & LAMPS SECTION 16510 - 1 City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project SECTION 16930 EXTERIOR LIGHTING CONTROL EQUIPMENT PART1 GENERAL 1.1 SECTION INCLUDES A. Photo-electric control A&J #200919.00 1.2 SUBMITTALS `~ C'"~ . ~~ A. Submit catalog cuts and data necessary to evaluate the proposed equipment. ~ ; -~- . ~ _- _, w° . ~ PART 2 PRODUCTS ~`" ~ ~~ 2.1 MANUFACTURERS ~ ~ A. Acceptable manufacturers -photo-electric controls: 1. I nterm atic 2. Architect approved equivalent 2.2 PHOTO-ELECTRIC CONTROLS A. K4000 Series -- The photo control shall provide automatic switching for outdoor lighting loads. Control shall be a thermal design with built-in delay to ensure that the controlled lighting does not switch off due to ambient light or lightning striking the photocell. B. Photo control shall have a rating of 2300 watts and 8 amps ballast based on UL testing at 50% power factor for ballast loads. Photo control shall provide switching for nominal voltage fixtures of 277 volts ±10% to accommodate fluctuations in supply voltage. C. Photo control mounting shall be swivel mount with all necessary mounting hardware and instructions. Photo control housing shall be constructed of high impact polycarbonate. D. Photo-control shall be Intermatic #K4133. PART 3 EXECUTION 3.1 INSTALLATION A. Install lighting control equipment in accordance with the manufacturer's instructions. B. Install conduit, boxes and wiring for a complete operating system. END OF SECTION 16930 EXTERIOR LIGHTING CONTROL EQUIPMENT SECTION 16930 -1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 329223 -SODDING PART 1 GENERAL 1.01 SECTION INCLUDES A. Fertilizing. B. Sod installation. C. Maintenance. 1.02 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Certification: Submit certification of grass species and location of sod source. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver sod on pallets. Protect exposed roots from dehydration. B. Do not deliver more sod than can be laid within 24 hours. PART 2 PRODUCTS 2.01 MATERIALS A. Sod: Well established, nursery grown sod consisting of three to four improved Kentucky Bluegrass cultivars selected from the following list. 1. Argyle Kentucky Bluegrass 2. Baron Kentucky Bluegrass 3. Liberty Kentucky Bluegrass ~ _ ~'= ~' 4. Merit kentucky Bluegrass "y ~ ~' 5. Midnight Kentucky Bluegrass ;-,, _w", 6. Monopoly Kentucky Bluegrass --, ,~,. --~ ~~ ~ 7. Nausau Kentucky Bluegrass ~, fi_,. 8. Parade Kentucky Bluegrass ~ r~' 9. Ram I Kentucky Bluegrass 0 10. Touchdown Kentucky Bluegrass ~,, 11. Victa Kentucky Bluegrass B. Free from weeds, crabgrass, stone and other foreign materials. 08.031 ~: r~ ,' 1 V to C. Mow at height of two inches prior to cutting D. Machine cut at a minimum uniform soil thickness of one half inch (1/2"); thickness measurement to exclude top growth and thatch. E. Free of objectionable grassy and broadleaf weeds, allowable tolerance: Less than 5 weeds per one hundred sq. ft. of area. F. Approved by owners representative prior to placement. mom. W j G. Fertilizer: Commercial Grade; recommended for grass, with fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil, to the following proportions: 1. Formulation: 8-32-16 or a comparable formulation with a plant food ratio of 1:4:2. H. Water: Clean, fresh and free of substances or matter that could inhibit vigorous growth of grass. PART 3 EXECUTION 3.01 FERTILIZING SODDING 32 9223 - 1 City of Iowa City/Sheraton. Hotel -Pedestrian Walkway Improvement -Joint Project 08.031 A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil and prior to installation of sod. C. Apply fertilizer no more than 48 hours before laying sod. D. Mix thoroughly into upper 2 inches of topsoil. E. Lightly water to aid the dissipation of fertilizer. 3.02 LAYING SOD A. Sodding may be done during the following periods: April 15-June 15th and August 1-November 1. B. Sodding may be done at other times when weather permits, with consent. of Owner. C. Moisten prepared surface immediately prior to laying sod. D. Lay sod immediately after delivery to site to prevent deterioration. E. Lay sod tight with no open joints visible, and no overlapping; stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces. F. On slopes 6 inches per foot and steeper, lay sod perpendicular to slope and secure every'row with wooden pegs at maximum 2 feet on center. Drive pegs flush with soil portiorr of sod: G. Water sodded areas immediately after. installation. Saturate sod to 4 inches of soil.,- H. After sod and soil have dried, roll sodded' areas to ensure good bond between sod and soil and to remove minor depressions and irregularities. 3.03 MAINTENANCE A. Proivde maintenance at no extra cost to Owner; Owner will. pay for water.: . B. Maintain sodded areas immediately after placement until grass is well estal7lished and exhibits a vigorous growing condition. C. Mow grass at regular intervals to maintain at a maximum height of 2-1/2 inches.., Do not cut more than 1/3 of grass blade at any one mowing. D. Neatly trim edges and hand clip where necessary. E. Immediately remove clippings after mowing and trimming. F. Water to prevent grass and soil from drying out: G. Roll surface'to remove' irregularities. H. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from'improper use of herbicides: I. Immediately replace sod to areas that show deterioration or bare spots. J. Protect sodded areas with warning signs during maintenance period. Q' ~ :. ~ ., _ , END~itF SON '` ~ ; ~~ I~~ "~ ~ ^.J - SODDING 32 9223 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project SECTION 329300 -PLANTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparation of subsoil. B. Topsoil bedding. C. New trees and plants. D. Mulch and Fertilizer. E. Maintenance. F. Tree Pruning. 1.02 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. 08.031 ;~ C7 ~f _,.' ~~ .,:~ ~__ •_ ~ t`t 0~ ~~ ~I :. r_ v~ .,~. !~ 1.03 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. 1.04 DELIVERY, STORAGE, AND HANDLING A. Install plant material on the day of delivery to the site; in the event this is not possible, protect stock not planted. B. Keep plant life that cannot be planted immediatley after delivery in the shade, well protected with soil, wet moss, or other acceptable material and well watered. C. Do not bind plants with wire or rope at any time so as to damage the bark or break branches. D. Lift and handle plants from the bottom of the ball only. E. Plants moved with a ball will not be accepted if ball is cracked, loose, or broken before or during planting operations. F. Deliver fertilizer to site in original, unopened containers, each bearing manufacturer's guranteed analysis. G. Store packaged materials off ground and protect from moisture. 1.05 WARRANTY A. See Section 01 7800 -Closeout Submittals, for additional warranty requirements. B. Provide one year warranty. C. Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. PART 2 PRODUCTS 2.01 TREES, PLANTS, AND GROUND COVER A. Trees and Plants: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the Work. 2.02 MULCH MATERIALS A. Mulching Material: Shredded hardwood mulch. B. Depth an locations as shown on drawings. PLANTS 32 9300 - 1 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project C. Furnish in bags or bulk. 2.03 TOP SOIL MIX A. A uniform mixture of 1 part peat and 5 parts topsoil by volume. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared subsoil are ready to receive work. B. Saturate soil with water to test drainage. 3.02 PREPARATION OF SUBSOIL 08.031 A. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. -Make changes in grade gradual. Blend slopes into level areas. B. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil. C. Scarify subsoil to a depth of 3 inches where plants are to be placed: Repeat cultivation in areas where equipment,. used for hauling and spreading topsoil, has. compacted subsoil. D. Dig pits and beds 6 inches larger than plant root system. 3.03 PLACING TOPSOIL A. Spread topsoil to a minimum depth of 4 inches over area to be planted. Rake smooth. B. Place topsoil during dry weather and on dry unfrozen subgrade. C. Remove, vegetable matter and foreign non-organic material from topsoil while spreading. D. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. E. Install topsoil into pits and beds intended for plant root balls, to a minimum thickness of 6 inches. 3.04 FERTILIZING „Ac :Apply fertilizerin accordance with manufacturers instructions. B. Apply after initial raking of topsoil C. Mix thoroughly into upper 2 inches of topsoil. D. Lightly water to aid the dissipation of fertilizer. 3.05 PLANTING - A. Set plants vertical Remove non-biodegradable, root containers. ~. Set~lants in pits or beds, partly filled with prepared plant mix, at a minimum. depth of 6 inches , each plant. Remove burlap, ropes, and wires, from the root ball. '~. ~cs bare root plant materials so roots lie in a natu~al~ position. Backfill soil mixture m 6 inch ::Maintain lant life in vertical ~ ~ l~~ P position. .. ~ S~tu~ete soil with water when the pit or bed is half full of topsoil and again when full. 3.06 ~.LAN~ ~1PPORT F': _... Brace plants vertically with plant protector wrapped guy wires and stakes to the following: 1. Tree Caliper. 1 inch; Tree Support Method: 1 stake.with-.one-tie PLANTS - 32 9300 - 2 City of Iowa City/Sheraton Hotel -Pedestrian Walkway Improvement -Joint Project 2. Tree Caliper: 1 to 2 inches; Tree Support Method: 2 stakes with two ties 3. Tree Caliper: 2 to 4 inches; Tree Support Method: 3 guy wires with eye bolts and turn buckles 3.07 TREE PRUNING A. Perform pruning of trees as recommended in ANSI A300. B. Prune newly planted trees as required to remove dead, broken, and split branches. 3.08 MAINTENANCE A. Provide maintenance at no extra cost to Owner; Owner will pay for water. 08.031 B. Maintain plant life immediately after placement and until plants are well established and exhibit a vigorous growing condition. Continue maintenance until termination of warranty period. C. Irrigate sufficiently to saturate root system and prevent soil from drying out. D. Remove dead or broken branches and treat pruned areas or other wounds. E. Neatly trim plants where necessary. F. Immediately remove clippings after trimming. G. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. H. Control insect damage and disease. Apply pesticides in accordance with manufacturers instructions. I. Remedy damage from use of herbicides and pesticides. J. Replace mulch when deteriorated. K. Maintain wrappings, guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. END OF SECTION -~ ~~~~~~ :m a.... .. -; .. i ~- ~~'~..; ~ [°rl ;~ ~, _. cr PLANTS 32 9300 - 3 ~~~~~ - - 3e 3 Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5044 RESOLUTION NO. 09-190 RESOLUTION SETTING A PUBLIC HEARING ON JUNE 16, 2009 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: 1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 16"' day of June, 2009, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 2nd day of ATTEST: CI LERK „~ ~~ City Attorney's Office ~~2, ~„ ~ ~ PwenglreslSheraton-setph. doc 5/09 Resolution No. 09-190 Page 2 It was moved by Champion and seconded by Hayek the Resolution be adopted, and upon roll call there were: AYES: x x X -X-_ x x X NAYS: ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright wpdatalglossary/resolution-ic.doc ADVERTISEMENT FOR BIDS CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, before 2:00 P.M. on the 21St of July, 2009. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the Cit~ Council at its next regular meeting to be held in the Emma J. Harvat Hall, City Hall, at 7:00 P.M. on the 28t day of July, 2009, or at a special meeting called for that purpose. The Project will involve the following: Construction, alteration and improvements of the canopy, walkway retaining wall and landscape area next to and in front of the Sheraton Hotel in downtown Iowa City. Site construction also includes related electrical work, signage and paving. There will be a preconstruction meeting on Thursday, July 2, 2009, 9:00 A.M., in the Johnson Room, Lower Level of the Sheraton Hotel, 210 S. Dubuque Street, Iowa City, Iowa. All work is to be done in strict compliance with the plans and specifications prepared by Neumann Monson, of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public exami- nation in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. Bid bonds of the lowest two or more bidders .may be retained for a period of not to exceed fifteen (15) calendar days until a contract is awarded, or until rejection is made. Other bid bonds will be returned after the canvass and tabula- tion of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of one (1) year from and after its completion and formal acceptance by the City. The following limitations shall apply to this Project: Specified Start Date: July 30, 2009 End Date: October 2, 2009 Liquidated Damages: $250.00 per day The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Iowa City Reprographics, Iowa City, Iowa, by bona fide bidders. A $20.00 non-refundable fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Iowa City Reprographics, 114 S. Dubuque Street, Iowa City, Iowa (319) 338-7872. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement. of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. If no minority business enterprises (MBE) are utilized, the Contractor shalt furnish documentation of all reasonable, good faith efforts to recruit MBE's. A listing of minority .contractors can be obtained from the Iowa Department of Economic Development at (515) 242-4721. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced R-1 within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa Reciprocal Preference Act applies to the contract with respect to bidders who are not Iowa residents. -The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK pweng~adbids~sheraton.doc R-2 P~`U 10 Prepared by: Kumi Moms, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5044 RESOLUTION NO. 09- o RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 2:00 p.m. on the 21st day of July, 2009. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 28th day of July, 2009, or at a special meeting called for that purpose. Passed and approved this 16th day o" "" -- ATTEST: CI LERK pwenglres/SheratonPedWalk 6109 Resolution No. 09-205 Page 2 It was moved by O'Donnell and seconded by Champion the Resolution be adopted, and upon roll call there were:. AYES: ~- x X X _~ x x NAYS: ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright wpdata/glossary/resolution-ic.doc Printer's Fee $ ~ ~~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: - THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, R~ CT E fZ ~-~,t1>~T'2 H' ,being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper 1 ,time(s), on the following date(s): ~innrE S .ZDd~ , Legal Cler Subscri ed and sworn to before me this ~ day of AtD. 20_~. Notary Public s`"cc LINDA KROTZ ~. ~~~• Gcm~i~sior; fVumber 732619 ;v1y Cc~~r~lissinn Expires ~"' ____ January 27, 2011 OFFICIAL PUBLICATION NOTICE OF PUBLIC HEARING ON PLANS,: SPECIFICATIONS, FORM O~ CONFRACT AND ESTI- MATED ,COST. FOR CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT IN THE CITY OF IOWA CITY,. IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PER- SONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa; will conduct a "public hearing on plans, specifications, form of contract and 8stimated cost for the construction of the City of Iowa. CirylSheraton Hotel Pedestrian Walkwaylmprovement Joint Project in said City at 7:00 p.m. on the 16th day of June, 2009, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City or if said meeting is can- celled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk in Ciry Hall in Iowa City, Iowa, and may be inspected by any inter- ested persons. Any interested persons may appear at said. meeting of the City Council for the purpose of making . objections to and comments wn- cerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the city Council of the City of Iowa Ciry, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK 67527: June 8, 2009 Printer's Fee $ Lo -© ~ CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS-CITIZEN FED. ID # 42-0330670 I, i`~ D~IEP, ~~JA-2T"1-- l~n~e-Be~i~ilis, being duly sworn, say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper ~ ,time(s), on the following date(s): NE ~2 - .~ 009 Legal C k Subscribed and sworn to before me this a-3~ day o A,D. 20~. - Notary Public ~a,,,td LINDA KROTZ a ~. Commission Number 732619 My Commission Expires '~~~ January 27, 2011 QFFICtA~L, PUBLICATION ADVERTISEMENT FOR BIDS CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, before 2:00 P.M. on the 21st of July, 2009. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. Bids submit- ted by fax machine shall. not be deemed a "sealed bid" for purpos- es of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City- Council at its next regular meeting to be held in the Emma J. Harvat Hall, City-Hall, at 7:00 P.M. oh the 28th day of July, 2009, or at a special meeting called for that purpose. The Project will involve the follow- ing: ConstnictiQn, alteration. and improvements of the canopy, walk- . way retaining :wall and landscape .area next to and in front of the Sheraton Hotel in downtown Iowa City.,Site construction also includes related electrical work, signage and paving. There .will= be a precon- struction meetifig on Thursday, July 2, 2009, 9:00 A:M.; in the Johnson Q. Room, Lower Level of the Sheraton Hotel, 2fd S. Dubuque Street,' Iowa City, Iowa: ; ~ All work is to be done in strict com- pNahce with iHo plans. and speci€i- eations prepared by Neumann fabnsen, of kawa City Iowa, which have heretofore been approved by the City Council, snd are on fHe for public exarninet~n in the ()ffics of .the City clerk. Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed envelope, separate from-the one containing the proposal, by a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF-THE CITY OF IOWA CITY, IOWA, and shall be forteited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days and post bond satisfactory to the City ensur- ing the faRhful performance of the contract'and'maintenance of said Project, if required, pursuant to the previsions of -this notice and `i}te other contract documents. Qid bonds of the lowest two. or more bidders may be retained for p peri- od of not to exceed fifteen (f li) cal- endar days until a contract. is awarded, or until rejection is made. Other bid bonds will be returned after the canvass and tabulatigh of bids is completed and reported to .the City,Councll.' The Successful bidder wrn- be required to furnish a bond in an .amount equal to ona hundred per- cenf (100%) of the contract price, said bond to be iss6~'ed by a respon- sitrle suraty c>e~raved ny the Gity Council, at*x1 aRaM rNse Nie prompt pyrrMnt of ~_ materi'ats and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the .improvement' for a period of one (1) year from and after its com- pletion and formal acceptance by the City. The following limitations shall apply to this Project: Specified Start Date: July 30, 2009 End Date: October 2, 2009 ..Liquidated Damages: $250.00 per day The plans, specifications and pro- posed contract documents may be examined at the office of the City Clerk. Copies of said plans and specirfications and form of proposal blanks may.. be secured at the Office of Iowa City Reprographics, Iowa. City, Iowa, by bona fide bid- ders... A $20.00 non-refundable tee is rehired for each set,of,pfans specffications provided to bidders or other interested persons. The fae shall be in the form of, a check, made payable to Iowa City Reprographics, 114 S. Dubuque Street, Iowa City, Iowa (319) 338 7872. Prospective bidders are advised that the City of lotus City desires to employ minority contractors and subcontractors on City projects. Bidders shall list on the Form of Proposal the names of .persons, ffrms, companies ar other parties wNh whorl tige bidder intends to lubcOntrg6jl.. tic file ` include fhe type of work and approximate subeemtraet amount(s). The Contrsator awarded the con- tract shall sulamit a list on the Form of Agreersient of the proposed sub- contractors, together with quanti- ties, unit pricesand extended dollar amounts. If no minority business enterprises (MBE) are utilized, the Contractor shall furnish documen- tation of all reasonable, good faith efforts to recruit MBE's. A listing of minority contractors can be obtained from the Iowa Department. of Economic Development at (515) 242-4721. By .virtue of statutory authority, preference will be given to products and provisions grown and'coal pro- duced'within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. the Iowa Reciprocal Preference Act applies to the con- tract with respect to bidders who are riot Iowa residents. The .City reserves the: right to reject any or all proposals, attd slap reserves the right to waive techrn- calities and: irregularities. Published upon order of the City Council of Iowa City, Iowa. MARIAN K. KARR, CITY CLERK 67577 June 22,2009 07-28-09 ~~ 18 Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5044 RESOLUTION NO. n9-~~~ RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT. WHEREAS, Calacci Construction of Iowa City, Iowa, has submitted the lowest responsible bid of $237,600 for construction of the above-named project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above-named project is hereby awarded to Calacci Construction, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The Public Works Director is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 28th day of ATTEST: 2i~c~ CITY ERK It was moved by 0' Donnell adopted, and upon roll call there were: 20 09 City Attorney's Uttice 7~~~/~~q and seconded by Hayek the Resolution be AYES: NAYS: ABSENT: ~_ Bailey _~ Champion x Correia ~- Hayek g O'Donnell x Wilburn ~_ Wright pweng\res\awrdcon-SheratonWalkway.doc 7/09 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and Calacci Construction Company, Inc. ("Contractor"). Whereas the City has prepared certain plans, specifications, proposal and bid documents dated the 1St day of June, 2009, for the City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project ("Project"), and Whereas, said plans, specifications, proposal and bid documents accurately and fully describe the terms and conditions upon which the Contractor is willing to perform the Project. NOW, THEREFORE, IT IS AGREED: 1. The City hereby accepts the attached proposal and bid documents of the Contractor for the Project, and for the sums listed therein. 2. This Agreement consists of the following component parts which are incor- porated herein by reference: a. Addendum Number 1 (one); b. "General Conditions of the Contract for Construction" AIA DOC A201-1997, as amended; ..) c. Plans; ` ~ ~, ~~ "~ d. Specifications and Supplementary Conditions; ,~:; ~~ t , e. Notice to Bidders; ~~;~ acs i ~~ _~ ~ f. Note to Bidders; ~ " g. Performance and Payment Bond; h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; i. Contract Compliance Program (Anti-Discrimination Requirements); j. Proposal and Bid Documents; and k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors approved by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): ,.,> .., ., '~s .._ ~~ © ~ i.Iw ..+~ 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. 5. The Project base bid submitted by form of proposal is in the amount of: Two Hundred and Thirty-Seven Thousand and Six Hundred Dollars ($ 237.600.00); City will not award any of the considered bid Alternates numbered one through three; thus, the contract will be for a Total contract amount of: Two Hundred and Thirty-Seven Thousand and Six Hundred Dollars ~ 237,600.00); DATED this 28~' day of July 2009 (date of Council Award). C B Contractor B Jo B. Calacci Tit Mayor ATTEST: ~'-~ City Clerk ATTEST: ~~~ ~ '~ ~~o~~ Rebecca Calacci (Title) Secretary/'T'r'easurer (Company Official) Approved By: y Att ey s ffi -s-oq S:\ENG\ARCHITECTURE FILE\Projects\Sheraton EMerior Walkway Project\FORM OF AGREEMENT Iowa City and Sheraton Hotel Pedestrian Walkway Improvement Joint Project 07 28179.doc ~yi ,,.,y ,; .~ ~ ` ~ ~~ ;'< .j "^~ ..~ ~ ~ O.~- ~ ~ t'"1 Pedestrian Walkway Improvement Joint Project City of Iowa City/Sheraton Hotel Subcontractor List Calacci Construction Project #: 09-013 Section Description General Contractor 32 9223 Sodding 32 9300 Plants 08 8000 Glazing 09 9900 Painting & Coating Company Calacci Construction Company P O Box 1906 207 Scott Court Iowa City, IA 52244-1906 Belle Plaine Nursery 506 4th Avenue Belle Plaine, Iowa 52208 Marv's Glass Specialties P O Box 967 Iowa City, Iowa 52244 Pospisil Painting 728 58th Ave Ct SW Cedar Rapids, Iowa 52404 16010 Electrical Gerard Electric P O Box 1301 Iowa City, Iowa 52244 Contact John Calacci P (319) 354-7000 F (319) 354-7007 Fed ID #:26-2148629 IA Contractors #:C102860 Nick Willy P (888) 202-2762 F (319) 444-3021 Fed ID #: 42-1414328 IA Contractors #:C103305 Rob Miller P (319) 351-2261 F (319) 354-9044 Fed I D #:42-1409580 IA Contractors #: NA P (319) 362-4356 F (319) 362-6822 Fed ID #: 42-109181 IA Contractors #:C099017 AI Gerard P (319) 337-6434 F (319) 337-2122 Fed ID #: 42-1005344 IA Contractors #: C095702 _ , ....~ Q 'a `~,~ 4 ~wJ - ~ ~' i ~.~„ ..~ w ~ .`r ,~~ 4:aJ ~ W ~~~ ersapn ~~aeus° i l ~,~ Bond No. 2100811 PERFORMANCE AND PAYMENT BOND Calacci Construction Co., Inc., P.O. Box 1906, Iowa City, IA 52244-1906 ~ ag (insert the name and address or legal #itie of the Contractor} Principal, hereinafter called the Contractor and (insert the legal title of the Surety) North American Specialty insurance Company , aS Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amOUnt of Two Hundred Thirty Seven Thousand, Six Hundred and 00/100 DOIIarS ($ 2s~,soo.oo )for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of July 28, zoos ,entered into a (date) written Agreement with Owner for ** Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by *** ,which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THtS OBLIGATION are such that, if Contractor shall promptly and faithfully pertorm said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B, Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owners obligations thereunder, the Surety may promptly remedy the de#ault, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient funds to pay the cost of completion, less the balance of the Contract Price, but nat PB-1 ** ?~~~~~''la~rewennent Joint Project *** Neumann Monson Architects, Iowa City, IA exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Can#ractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to . Contractor. C, The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of one (1 }years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. 1T IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, alt claims due them for labor performed or materials furnished in the performance of.the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this band to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS 3rd DAY OF August 2!7 09 IN THE PRESENCE OF: Calacci Construction Co., Inc. (Princi ~, ,~-~`' Witness J B. Calacci (Title) President ~Jp~Rh American Specialty Insurance Company (Surety) WltneSS Anne Crowner (Title Dianne . R ley, Attorney-in-Fact 650 Elm Street (Street) Manchester, NH 03101 (City, State, Zip) ~so3> sea-ssoo {Phone) P8-2 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Itasca, Illinois, each does hereby make, constitute and appoint: JAY D. FREIERMUTH, CRAIG E. HANSEN, CLIFFORD W. AUGSPURGER, DIANNE S. RILEY, BRIAN M. DEIMERLY, CINDY BENNETT, ANNE CROWNER, TIMOTHY J. McCULLOH, STEPHANIE R. FINNEY, STACY LYNN VENN, .and ANGELA MARIE GROSS JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWENTY-FIVE MILLION ($25,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Inswance Company and Washington International Insurance Company at meetings duly called and held on the 24~' of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attomey qualifying the attorney named in the given Power of Attomey to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attomey or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." ~~~H1lanounp `J~JQ~G{AVTY~'1tP4j~4q IOWt(. ~'' S~ . n = Steven P. Andeno4 Prerident & Chief E:eeutive Officer of Wuhington [oternatiooal Imuronee Cowpony 7 r SFAI. a ~T,~ 1979 Pao a & Senor Vice Praideut of North AmeAun SpaWty Insun~e Compooy Oj ,,,, ~~s!/. q~~~r~d~N • A~~~~~~a .sEara~ ~~;!1tiPa;: ~ ~~ anwalt By ~ ~~""" ~ *~ David M. Loymon, Senior Vice Praidenf of Wuhin;ton InteraaKonal Imuraoce Company & Vite PresWeot of North American Spedaay Inmraoce Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington Intemational Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 30th day of September , 20$, North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Du Page ss: On this 30th day of September 20 O8 ,before me, a Notary Public personally appeared Steven P. Anderson ,President and CEO of Washington Intemational Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Senior Vice President of Washington Intemational Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective comnanies. -OFf[t~A[. SJ3AL A D. SKLENS Notary Public State of Illinois Cai»nistiott Il10ti2011 ~~~ Donna D. Sklens, Notary Public I, James A. Caroenter ,the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington Intemational Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 3rd day of August , 20 09 ~~~ James A Carpenter, Vice President R Assistant Secreury of Washinatmt Ntemetional Insumce Company d: North American Specialty Inawmce Company ~a -~ ~"~ ~ ~~'~~°, ., Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5044 RESOLUTION NO. 10-284 RESOLUTION ACCEPTING THE WORK FOR THE CITY OF IOWA CITY/SHERATON HOTEL PEDESTRIAN WALKWAY IMPROVEMENT JOINT PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the City of Iowa City/Sheraton Hotel Pedestrian Walkway Improvement Joint Project, as included in a contract between the City of Iowa City and Calacci Construction Company Inc. of Iowa City, Iowa, dated July 28, 2009, be accepted; and WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office; and WHEREAS, the final contract price is $247,208.74. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 1st day of June , 20 10 MAYOR Approved by ATTEST: iY~~~ 7C - 7~~r~LV CITh`ELERK 4.~t~-,~ City Attorney's Office ~ ~~~~v It was moved by Champion and seconded by adopted, and upon roll call there were: Wright the Resolution be AYES: NAYS: ABSENT: X Bailey x Champion x Dickens x Hayek ~ Mims x Wilburn X Wright PwenglreslSheratonblalkway-acptwork.doc 5/10 D 1 2 3 4 5 0 - Mi i- -- lit$ in 1 0 in 16M..7- 0 -VAL 1 12 gig] A 9401 - 1 ;9 SEALS *.irirrrrsrrrr i ' _SS1C?,1� /rl r � � ' if� %°re i J • JOHN T. yam• :w: Jtt13 P.E. ' m PE 11622 • zo r l 6 M.' i0 1N INDEX OF DRAWINC.ihS GENERAL G -001 TITLE SHEET AND DRAWING INDEX ARCHITECTURAL DRAWINGS AD -101 SITE DEMOLITION PLAN A -101 PEDESTRIAN WALKWAY PLANS A -102 DETAILS ELECTRICAL DRAWINGS E -1 ELECTRICAL PLAN L " 0' C A T 10' " N M A t 1 hereby certify that the portion of this technical t4��x�izx `�'' ° "` submission described ein was prepared by me or under ST my direct a n a d responsible charge. I am a SITE duly regi er r itect under the laws of the State of g B toy` Iowa ' , OT Y R. SCHROEDER ,'y (Pv:7 `. f( psE h•t %f )F ^}i y 1 9 �' BUILDING SECTION py Y' .'zs E 3 u z, • i ` Y•. � e �va�a'.. .9t i .wf.t .\ Signatxu Date „7, z Registration expires June 30, t Pages or sheets covered by this seat: G-101. AD-101. A -101, A--102 SECTION IDENTIFICATION Date issued: HE SHEET WHERE SHOWN *.irirrrrsrrrr i ' _SS1C?,1� /rl r � � ' if� %°re i J • JOHN T. yam• :w: Jtt13 P.E. ' m PE 11622 • zo r l 6 M.' i0 1N INDEX OF DRAWINC.ihS GENERAL G -001 TITLE SHEET AND DRAWING INDEX ARCHITECTURAL DRAWINGS AD -101 SITE DEMOLITION PLAN A -101 PEDESTRIAN WALKWAY PLANS A -102 DETAILS ELECTRICAL DRAWINGS E -1 ELECTRICAL PLAN L " 0' C A T 10' " N M A t ROUGH WOOD WASHINGTO(� GROUT ST ' SITE SECTION IDENTIFICATION OPEN /,, -� ROOM NAME OFFICE sir SHEET WHERE SHOWN LOCATION BUILDING SECTION ROOM IDENTIFICATION SECTION IDENTIFICATION COLLEGE ST BURUNGI,ON ST i t G2 SECTION IDENTIFICATION WALL TYPE HE SHEET WHERE SHOWN U) 114A '- ELEVATION IDENTIFICATION DOOR NUMBER HE SHEET WHERE SHOWN COURT ST 1 WINDOW TAG LIST OF ABBREVIATIONS- X o m < HARRISON ST t� y LLI z' CC 0 0? M !` m I PRENTISS z c� ST ,' i Q o � _: J(DINT PRC)JECT PROJECT MATERIAL B B INSULATION ■.�.....M�■ RIGID INSULATION STEEL .. ......... rrrrrrrrrrrr wwttittwt� - -- �i +i +i +i +i +i +i +i +i +i! : COMPACTED EARTH EAR H POROUS FILL ` " • CONCRETE ROUGH WOOD PRECAST CONCRETE GROUT REFERENCE INDICATIONS- SECTION IDENTIFICATION OPEN /,, -� ROOM NAME OFFICE sir SHEET WHERE SHOWN 101 - •.., --__,' ROOM NUMBER BUILDING SECTION ROOM IDENTIFICATION SECTION IDENTIFICATION FIN.FLR. S" SHEET WHERE SHOWN ELEVATIONS WALL SECTION G2 SECTION IDENTIFICATION WALL TYPE HE SHEET WHERE SHOWN DETAIL 114A '- ELEVATION IDENTIFICATION DOOR NUMBER HE SHEET WHERE SHOWN 4 INTERIOR ELEVATION WINDOW TAG LIST OF ABBREVIATIONS- @ AT GWB GYPSUM WALL BOARD ALT ALTERNATIVE H.M. HOLLOW METAL A.F.F ABOVE FINISHED FLOOR HORIZ HORIZONTAL ALUM. ALUMINUM JT JOINT B.C. BUILDING CONTRACTOR LW LONG WAY BEJ BRICK EXPANSION JOINT MAX MAXIMUM BNT BENT MIN MINIMUM B.Q. BOTTOM OF MTL METAL BRNG BEARING O.C. ON CENTER CJ CONTROL JOINT O.D. OUTSIDE DIAMETER CENTER LINE OPP OPPOSITE CLG CEILING PLT PLATE CLR CLEAR PREF. PREFINISHED COL COLUMN RB RUBBER BASE CONC CONCRETE REF REFERENCE CONT. CONTINUOUS REFR REFRIGERATOR DBL DOUBLE REINF REINFORCEMENT DIA DIAMETER S.A.T.C. SUSPENDED ACOUSTICAL DO AUTO DOOR OPERATOR TILE CEILING EA EACH SIM SIMILAR E. .0. ELECTRIC HOLD OPEN S.S. STAINLESS STEEL E.J. EXPANSION JOINT STD STANDARD EL ELEVATION STL STEEL EQ EQUAL SUS SUSPENDED -----— �-- - - -�_— -- EXP EXPANSION T B & TOP AND BOTTOM F.E. FLOOR ELEVATION T.O. TOP OF ' F.F.E. FINISHED FLOOR ELEVATION T.O.M. TOP OF MASONRY f FLR FLOOR TYP TYPICAL FTG FOOTING VERT VERTICAL GA GAGE W/ WITH 1 2 3 4 5 NEUMANN MONSON ARCHITECT S A P R O F E S S I O N A L C O R P O R A T I O N 221 E. COLLEGE ST. IOWA CITY, IA 52240 319 - 338 -7878 319- 338 -7879 FAX D Consultants: Project Title: CITY OF IOWA C191"" S H E R A"I"O N H 0'T, EL PEDEo"IRIAN WALKWAY IMPROVEMEN LrMP J00"'1W PROJE%r.**Tl DAVIDSON • WIMPAW D Project No,: 08,031 Drawn by: BW Checked by: TS Issue: Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON — INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL. COP YFZIGI—IT UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: A TITLE SHEET AND Sheet Number: GMWA.001 r.. I i Project Title: CITY OF IOWA C191"" S H E R A"I"O N H 0'T, EL PEDEo"IRIAN WALKWAY IMPROVEMEN LrMP J00"'1W PROJE%r.**Tl DAVIDSON • WIMPAW D Project No,: 08,031 Drawn by: BW Checked by: TS Issue: Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. 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CONC G) DEMO WALL PACK LIGHTS G) DEMO LIGHT POLE/BASE ETC REMOVE FLAG POLE AND (D CONC BASE � I :� 7- r, 1. i: �: ,, � �! ,�:; - I � ; � I : 1� � ;_ :- ?, � �� ;;: � , - , V, �, ,:�t - I '�.'/ L . � '� ., ' �, - " ' '4 L ; � , , ; " �:;� �: ;�� ;� ,� '��� . .� , - , � . , i'.!, � il'i"'i-, i .-- �! ;, , - :�;�,��:�. \ \ I / , 1. �: . z �p � , � i � : 1 _��:: F I � I I �, � , � t: _ I x , � �;' . � I � , - � .�7;�� � ��t �_ - - I � : i� ,::�;� � - �� 1� - . _11� ; !� :� ;1, � . �� � � , : .:] I L ,�, Ir, 111- : � ,�:, � � �� I , ,� \ I 11" , _i_ , , � - - . � �� N, " --i! '11,111 Lk PORTE COCHERE DEMO PLAN i1/811 = 1 1-011 W A 0 2 3 4 5 i III 11l11 I 11 &!*Jq]J,q"! 2 "R A11111i A R C H I T E C T S A PROFESSIONAL CORPORATION 221 E. COLLEGE ST. IOWA CITY, IA 52240 319 -33 8 - 7 8 7 8 319-338-7879 FAX D = M Consultants: 11 0 : �" 0 Z_�� r__ 0"VI . *1�1 - �i> -1 i - - :� wam" 0 -10 I r�2 - --�, C), r'l-) �� il M .<r- . vin - .-_g�- =� .";4- ;0 0-1 :1-E ^ 0 .. > N�) .". Project Title: CITY OF IOWA CITY / SHERATON HO T EL PEDESTRIAN WALKWAY IM101j"R OV. EMEN""I Owner: DAVIDSON HOTEL COWANY Project No.: 08.031 Drawn by. BH Checked by. TS . Date Description . 06.01.09 T_plD DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON-INTERFERENCE WI @ C C�� P `t- F;Z I (�; H 7 G, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. NING OF DRAWINGS IS PROHIBITED. Sheet Title.- A SITE "U"' EIVIOLITION PLAN Sheet Number: AED�101 D C 0 00" A GENERAL NOTES: 1. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE IN FEET AND INCHES 2. CONTRACTORS DOING EXCAVATION ARE TO VERIFY, LOCATE AND MARK THE LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. FOOTINGS ARE TO BE PLACED ON FIRM UNDISTURBED SOIL. DISTURBED OR UNACCEPTABLE SOILS ARE TO BE REMOVED AND REPLACED WITH PROPERLY COMPACTED STONE. 3. CONCRETE DESIGN COMPRESSION STRENGTH IS ASSUMED TO BE AS FOLLOWS: FOOTINGS: 3000psi DRIVES/WALKWAYS: 4000psi 4. REINFORCING STEEL IS TO BE ASTM A615 GRADE 60. WELDED WIRE FABRIC IS TO BE ASTM Al 85.STRUCTURAL STEEL IS TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTUAL STEEL BUILDINGS" ASD 1989 EDITION BY AISC. STRUCTURAL SHAPES TO BE ASTM A36 OR ASTM A572M, WHICHEVER IS MORE READILY AVAILABLE. 8" PCC PAVING 0 1 It = 1 1-011 6" CONCRETE SIDEWALK 4 4"OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12n AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY TYP. PCC SIDEWALK 1 11 = 1 1-011 CONTROL JOINT SAWCUT/1/3 THICKNESS EXPANSION JOINT )/2" WIDE BITOMINOUS FABRIC SIDEWALK PAVING N.T.S. GREY, POLYURETHANE SELF-LEVELING JOINT SEALER XY WIDE BITOMINOUS FABRIC PAVING EXPANSION JOINT N.T.S. 6" GRAR1 SUBBASE COMPACTED SUBGRADE TYP. PCC PAVEMENT 1 11 = 1 1-011 MATCH LINE EXPANSION JOINT Y2"WIDE BITOMINOUS FABRIC 6" CONCRETE SIDEWALK 4" OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY INTEGRAL CONC.CURB AND GUTTER 2 3 4 5 ......... I.... .......... ...... ... 02- l.... .. ... ... IMATCH LINE .... ........... ... ........... ... ........... ....... ........... ....... .............. .... ........... .. I................ ............ .. ............... ..... ..... ... . ..... - I. . . . . . . . . . . . . . . . . ... . . . . . . . III.......... .............. ........... ..... ....... .......... lII.... ............ ....... III. . . . . . . . . . . IIII........... ...... I.......... .............. 4 .. .... . .. i.... ...... ... ...... ..... .......... .. .......... . ............ ........... IBB ........... . ................. .... ................. ........... "SKATEBOARD ....... .... ............... ............ . .. .................... .... ...... STOPS . ..... TE .. . ...... . .tJGH .................. EVERY 4! .. ........ I.............. O.C. ........... I... ........... MODEL: FR12 ... ... ......... 8"' -H ALUM .'GO II................. W/TAMIPER PRROF BY SCREWS; -4 ..... .. EXISTI N INTELILLICEPT ........... FENCE ............ ......... .. ........... ... TO REMAIN .......... ....... ... .......... ..... . ..... . ....... AA N-SAM ........ .. ..... ... ... F ..CROSSIN ..... ............. MOUNTIT I..... ........ ... ........ ... rER; ......... ....... ........... ....... ........ ............. E- ..................... V _,,!THCrTY1, ....................... ............... ......... ............... MODRY GRADING FOR .. ............. . .. ........ .......... ...... .......... PROPER ..................... DRAINAGE ...... ................... . ........ I ........ , IDEWALKTOR AS REQ'D. ........... . .............. TEG L4 ED'�COLOR_ RA A ............. I...... ... .............. ... ...... ... .................. l...... .... ......... ............... ........ ....... ....... ....... ... ...... .. .......... ...... ...... ....... ....... ........ ........... ......... ............ ........ ......... .......... D ...... ... .. ..... . ........ % ..... .......... ... I....... . ..... .. ...... ........... .. ........ ........ . ........ ..... . ...... ............... ........ .. .... T �4 F a, E ...... ............. ... .... . BASE BID - PAVING EXTENDS TO .. .... ............ tAIzSJ IN0:0 .......... EXISTING WALL SOD ............. MODRY ......... .................... SEE ALTERNATES FOR OPTIONAL Y4 MQDFIY:TO. ............... GkAT -SUriFACE' GRADING ... ........... ........ ........ DETAILS AT EXISTING WALL ............ .. ............... . ... ........ FOR PROPER ............... C4 Go . .................. ....... . ... ......... ... ........... ....... DRAINAGE ............ ALGIN SAW CCJTNTJ� s 00 ikz, 10;f . 6 AZ5 HtU U. ... 0 . .......... . . .. ... ......... EMA G-ONAC-aAW CU- T . .. ...... ........... .................... W EIT43NE - . . -.MQVIDE* %INT�GRAL - A-102 ..................................... .. .................. .................... CUT,LNE� N -N -c OW RED ANQ ALT.2 '.'-'PAV .......................... .-STAMP ED' INATE COORD CONGRET5., TQ I JNO ............................... BB K�12E -CRACK .................... . .......... ...................... - - - - - - - - - - - I. . . . . . . . . . . . . . . . . . . . . . . . . . . ................. E CATED % . ................ ................. `C0Rb-'XND`G6T_tER- ........................ .......... ..... ...... :..FL,�P P S LOPE TYP: -OF 4 R G 0 I I B W1 B' T ...... . LOCATED % ...... .... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . I1: 1*2 SCOPE- ...... ..... .. ....... .... ...... ........... . in ........ ------ SWIPE SIDEWA .... ........ ILK P006 B E ---------- Typ- EXISITNG ..... . ... . .. ................. ........... INTEGRAL RED CPLOfl: CURB -------- -- ------ AINT EXISITNO EDGE OF PROVIDE RELOCATED X1 Z EXISITNIG L FLUSH NEW CONC. /E STING CONCRETE\— EXISTING DOWELED POWER OUTBUILDING SLAB CURB CONNECTION FOR NEW TREE TO ALLEY SIDEWALK NEW CONC. RED COLORED, .. ... 6" CURB IF REQ.D LIGHTING TRUNCATED DOMES PER CItY TYP. OF 4 LEGEND MFG: ARMOR-TILE OR SIMILAR II D EWWA STANDARDS ALIGN NEW SIDEWALK EDGE 01BE .... NEW CONC SIDEWALK; W/ EDGE OF EXISTING CONC. ISLAND 611 THICK NEW CONC.; I8" VEHICULAR PAVING -6"XV-6 SQ SAW CUT PATTERN INTEGRAL COLORED CONC. W1 1' CALL BEFORE YOU DIG INTEGRAL 8" THICK COLORED CONCRETE BRICK PAVERS - MATCH PEDESTRIAN MALL PAVERS ONE :1 2 MAX N SLOPE i PLANT LIST: QTY KEY BOTANICAL NAME 6" GRANULAR SIZE COND 3 SUBBASE PYRUS CALLERYANA FLOWERING PEAR 2" CAL. 29 BB RIBES ALPINUM ALPINE CURRANT-GREEN MOUND 2 GAL CONT. TYP. CURB AND SIDEWALK SECTION 0 1 It = 1 1-011 6" CONCRETE SIDEWALK 4 4"OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12n AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY TYP. PCC SIDEWALK 1 11 = 1 1-011 CONTROL JOINT SAWCUT/1/3 THICKNESS EXPANSION JOINT )/2" WIDE BITOMINOUS FABRIC SIDEWALK PAVING N.T.S. GREY, POLYURETHANE SELF-LEVELING JOINT SEALER XY WIDE BITOMINOUS FABRIC PAVING EXPANSION JOINT N.T.S. 6" GRAR1 SUBBASE COMPACTED SUBGRADE TYP. PCC PAVEMENT 1 11 = 1 1-011 MATCH LINE EXPANSION JOINT Y2"WIDE BITOMINOUS FABRIC 6" CONCRETE SIDEWALK 4" OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY INTEGRAL CONC.CURB AND GUTTER 2 3 4 5 ......... I.... .......... ...... ... 02- l.... .. ... ... IMATCH LINE .... ........... ... ........... ... ........... ....... ........... ....... .............. .... ........... .. I................ ............ .. ............... ..... ..... ... . ..... - I. . . . . . . . . . . . . . . . . ... . . . . . . . III.......... .............. ........... ..... ....... .......... lII.... ............ ....... III. . . . . . . . . . . IIII........... ...... I.......... .............. 4 .. .... . .. i.... ...... ... ...... ..... .......... .. .......... . ............ ........... IBB ........... . ................. .... ................. ........... "SKATEBOARD ....... .... ............... ............ . .. .................... .... ...... STOPS . ..... TE .. . ...... . .tJGH .................. EVERY 4! .. ........ I.............. O.C. ........... I... ........... MODEL: FR12 ... ... ......... 8"' -H ALUM .'GO II................. W/TAMIPER PRROF BY SCREWS; -4 ..... .. EXISTI N INTELILLICEPT ........... FENCE ............ ......... .. ........... ... TO REMAIN .......... ....... ... .......... ..... . ..... . ....... AA N-SAM ........ .. ..... ... ... F ..CROSSIN ..... ............. MOUNTIT I..... ........ ... ........ ... rER; ......... ....... ........... ....... ........ ............. E- ..................... V _,,!THCrTY1, ....................... ............... ......... ............... MODRY GRADING FOR .. ............. . .. ........ .......... ...... .......... PROPER ..................... DRAINAGE ...... ................... . ........ I ........ , IDEWALKTOR AS REQ'D. ........... . .............. TEG L4 ED'�COLOR_ RA A ............. I...... ... .............. ... ...... ... .................. l...... .... ......... ............... ........ ....... ....... ....... ... ...... .. .......... ...... ...... ....... ....... ........ ........... ......... ............ ........ ......... .......... D ...... ... .. ..... . ........ % ..... .......... ... I....... . ..... .. ...... ........... .. ........ ........ . ........ ..... . ...... ............... ........ .. .... T �4 F a, E ...... ............. ... .... . BASE BID - PAVING EXTENDS TO .. .... ............ tAIzSJ IN0:0 .......... EXISTING WALL SOD ............. MODRY ......... .................... SEE ALTERNATES FOR OPTIONAL Y4 MQDFIY:TO. ............... GkAT -SUriFACE' GRADING ... ........... ........ ........ DETAILS AT EXISTING WALL ............ .. ............... . ... ........ FOR PROPER ............... C4 Go . .................. ....... . ... ......... ... ........... ....... DRAINAGE ............ ALGIN SAW CCJTNTJ� s 00 ikz, 10;f . 6 AZ5 HtU U. ... 0 . .......... . . .. ... ......... EMA G-ONAC-aAW CU- T . .. ...... ........... .................... W EIT43NE - . . -.MQVIDE* %INT�GRAL - A-102 ..................................... .. .................. .................... CUT,LNE� N -N -c OW RED ANQ ALT.2 '.'-'PAV .......................... .-STAMP ED' INATE COORD CONGRET5., TQ I JNO ............................... BB K�12E -CRACK .................... . .......... ...................... - - - - - - - - - - - I. . . . . . . . . . . . . . . . . . . . . . . . . . . ................. E CATED % . ................ ................. `C0Rb-'XND`G6T_tER- ........................ .......... ..... ...... :..FL,�P P S LOPE TYP: -OF 4 R G 0 I I B W1 B' T ...... . LOCATED % ...... .... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . I1: 1*2 SCOPE- ...... ..... .. ....... .... ...... ........... . in ........ ------ SWIPE SIDEWA .... ........ ILK P006 B E ---------- Typ- EXISITNG ..... . ... . .. ................. ........... INTEGRAL RED CPLOfl: CURB -------- -- ------ AINT EXISITNO EDGE OF PROVIDE RELOCATED X1 Z EXISITNIG L FLUSH NEW CONC. /E STING CONCRETE\— EXISTING DOWELED POWER OUTBUILDING SLAB CURB CONNECTION FOR NEW TREE TO ALLEY SIDEWALK NEW CONC. RED COLORED, .. ... 6" CURB IF REQ.D LIGHTING TRUNCATED DOMES PER CItY TYP. OF 4 LEGEND MFG: ARMOR-TILE OR SIMILAR II D EWWA STANDARDS ALIGN NEW SIDEWALK EDGE 01BE .... NEW CONC SIDEWALK; W/ EDGE OF EXISTING CONC. ISLAND 611 THICK NEW CONC.; I8" VEHICULAR PAVING -6"XV-6 SQ SAW CUT PATTERN INTEGRAL COLORED CONC. W1 1' CALL BEFORE YOU DIG INTEGRAL 8" THICK COLORED CONCRETE BRICK PAVERS - MATCH PEDESTRIAN MALL PAVERS ONE :1 2 MAX N SLOPE i PLANT LIST: QTY KEY BOTANICAL NAME COMMON NAME SIZE COND 3 AA PYRUS CALLERYANA FLOWERING PEAR 2" CAL. 29 BB RIBES ALPINUM ALPINE CURRANT-GREEN MOUND 2 GAL CONT. 1:10 MAX RED C UALL SLOPE TRUNCATE[) I TOLLFREE NEW CONC. CURB AND GUTTER MFG: ARMOR- 800.292.8989 AS REQ'D FOR ADA RAMP NEW CONC. SIDEWALK 1. THE LANDSCAPE CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES ON THE SITE PRIOR TO LANDSCAPE INSTALLATION 2. PLANT QUANTITIES WITHIN PLANT LIST ARE FOR INFORMATION ONLY- DRAWING SHALL PREVAIL IF CONFLICT EXISTS 3. KIND, SIZE, AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60-1990 OR MOST RECENT ADDITION 4. LAYOUT OF PLANT MATERIAL AT SITE SHALL BE APPROVED BY THE OWNER OR ARCHITECT PRIOR TO INSTALLATION 5. ALL PLANTING BED AREAS SHALL HAVE QUALTIY TOP SOIL ADDED (IF NEEDED) BY LANDSCAPE CONTRACTOR TO BRING BED GRADE 311-411 BELOW EXISTING CONTRACT AREAS (PRIOR TO BIDDING CONTRACTOR IS RECOMENDED TO VISIT SITE) 6. FINISH GRADING OF PLANT BED AND SOD AREAS SHALL BE PERFORMED BY LANDSCAPE CONTRACTOR. 7. ALL SHRUB AND PERRIENIAL PLANTING AREAS SHALL HAVE A MINIMUM 3" DEEP BED OF DOUBLE SHREDDED HARDWOOD BARK MULCH AND AN APPLICATION OF A PRE-EMERGENT ("PREEN" OR APPROVED EQUAL) FOR WEED CONTROL 8. LANDSCAPE EDGING BETWEEN BARK MULCH AND LAWN AREAS SHALL BE A SPADE CUT EDGE. EDGE SHALL BE VERTICAL AND INSTALLED ACCORDING TO DETAILS. 9. ALL TREES FREE-STANDING IN LAWN AREAS AND IN PLANTING BEDS SHALL BE WRAPPED WITH A STANDARD MANUFACTURED TREE WRAP AND FASTENED WITH TWINE OR APPROVED METHOD. 1 0. STAKING SHALL BE REQUIRED ON ALL TREES (EXCEPT MULTI-STEM VARIETIES) STAKE USING (2) OR (3) 6STEEL'T'POST PLACED OUTSIDE FO ROOTBALL AND ADHERED TO TRUNK OF TREE WITH 16 GAGE CABLE AND WOVEN NYLON TREE STRAPS. 1 1. ALL TREES FREE-STANDING WITHIN LAWN AREAS SHALL HAVE A MINIMUM 4FT DIA. RING OF DOUBLE SHREDED HARDWOOD BARK MULCH AT 3 INCH DEPTH. 12. ALL LANDSCAPE PLANTINGS AND SOD AREAS SHALL BE THOROUGHLY WATERED UPON INSTALLATION AND A TOTAL OF (3) WATERINGS BEFORE INITIAL ACCEPTANCE. AFTER ACCEPTANCE SOD SHALL BE MAINTAINEDFOR (30) DAYS OR UNTIL ROOTED IN. 13. LANDSCAPE CONTRACTOR MUST FOLLOW ALL DETAILS PROVIDED ON SHEETS DESCRIBING LANDSCAPE CONSTRUCTION TECHNIQUES. 14. ALL LANDSCAPE PLANTINGS SHALL BE GURANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF INITIAL ACCEPTANCE. PORTE COCHERE PLAN 1/8" = I �4' PLAN NORTH PROPERTY LINE ADD PEDESTRIAN CROSSING SIGN AND POST; COORDINATE WITH CITY EXISTING LANDSCAPED AREA �m IIIIIIIIIIIIIIIIIIIIII ONE W EXISTING PARKING STRUCTURE 1 2 15 4 5 MIL NEUMANN MONSON A R C H I T E C T S A PROFESSIONAL CORPORATION 221 E. COLLEGE ST. IOWA CITY, IA 52240 319 - 3 3 8 - 7 8 7 8 319-338-7879 FAX D = _tm Consultants: 0 0 -10 Project Title: CITY OF IOWA SHERATON HOT EL PEDESTRIAN W. ALKWAY IMPROVEMENT- J Ok I N041" P RU"k J E Owner: 'kAVIDSON HOTEL COMPANY Project No.: 08.031 Drawn by. Checked by. D'ate Description IS I BID DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CI EARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLA11ON FOR ACCURACY AND NON-INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL c c�� P -YR I c; H -r UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: PEDE,"30TRIAN AO"k AY WWW ALK WfV /-'% 11 PLAN Sheet Number: A mw,"l 01 D C B A 1 2 3 4 5 CITY PLAZA �— ALUMINUM FRAMING BEYOND STEEL CANOPY FRAMING C1.A - CANOPY SIGN -SOUTH APPROX. 8" UC CAP HEIGHT FABRICATED ALUMINUM LETTERS, HALO ILLUMINATED WITH WHITE LED. HORIZONTAL SATIN FINISH, EDGES SQUARE 2" RETURNS, STUD MOUNTED WITH 1" STAND OFFS; FONT: Swis721 Bd Oul BT PROVIDE AND INSTALL REMOTE TRANSFORMER DU: UQUE STREET ALUMINUM FRAMING BEYOND STEEL CANOPY FRAMING C.1 B - CANOPY SIGN -NORTH LED BACKLIT SIGNAGE 3/4" =11.011 EDGE OF BUILDING (VARIES) 24 GA. SHEET METAL GUTTER APPROX. 8" UC CAP HEIGHT FABRICATED ALUMINUM LETTERS, HALO ILLUMINATED WITH WHITE LED. HORIZONTAL SATIN FINISH, EDGES SQUARE 2" RETURNS, STUD MOUNTED WITH 1" STAND OFFS; FONT: SWs721 Bd Oul BT PROVIDE AND INSTALL REMOTE TRANSFORMER ---� LIGHT FIXTURES @EACH SUPPORT `(MOUNT TO NORTH FACE) STEEL CHANNELS; PAINTED 4" CONCRETE TOP - SLOPE X" FINISHED GRADE - HEIGHT 0 VARIES `�•?, 8" FORMED CONC. NEW TOP SOIL Y2" EXPANSION MATERIAL f °o 6" THICK PCC SIDEWALK 8" SIZE, COLOR, & LIGHT FIXTURE; TYP ' r. e 1 ti o 62 (SOUTH FACE) I I T Q ORIGINAL td I 4" OF DENSE GRADED CRUSHED . SUPPORT BEAM LIMESTONE COMPACTED TO 98% ° a STANDARD PROCTOR DENSITY ° SUBGRADE TO BE SCARIFIED TO d t . A DEPTH OF 12" AND EXTENSIONS; REPLACE RECOMPACTED TO 98% ANY BROKEN PANELS STANDARD PROCTOR DENSITY c I %f REMOVE GABLED i" ALUM. #4 DOWEL @ 16" O.C. �! d INSTALL NEW (3) #5 BARS CONTINUOUS DOWNSPOUT PAINT TO MATCH 8" FORMED CONC. Y" EXPANSION MATERIAL 6" THICK PCC SIDEWALK 4" OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY #4 DOWEL @ 16" O.C. 8" THICK TRENCH FOOTING (5) #5 BARS CONTINUOUS C3RETAINING WALL DETAIL BUILDING WALL -ALT 1 RETAINING WALL DETAIL- BASE BID 1 11= 1' -011 4" ANAMOSA LIMESTONE TOP - SLOPE A 8" THICK ANAMOSA LIMESTONE - BEDCUT (PANEL SIZES - 8 "X36 "X48 "MIN. DEPTH) Y2" EXPANSION MATERIAL 6" THICK PCC SIDEWALK 4" OF DENSE GRADED CRUSHED LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY #4 DOWEL @ 16" O.C. (3) #5 BARS CONTINUOUS 11' -8" V.I.F. EDGE OF BUILDING EDGE OF BUILDING BEYOND 24 GA. SHEET METAL GUTTER ALUMINUM FRAMING W/ TEMPERED & LAMINATED GLASS; MATCH EXISTING ALUM. MEMBER SIZES, COLOR AND GLAZING THICKNESS STEEL CHANNELS; PAINTED LIGHT FIXTURES @ EACH SUPPORT (MOUNT TO SOUTH FACE) STEEL TUBE; PAINTED NOTES: STRUCTURAL MEMBER SIZES AND DIMENSIONS ARE SHOWN FOR REPRESENTATIONAL PURPOSES ONLY, FIELD MEASUREMENTS MUST BE TAKEN - A SITE VISIT IS HIGHLY RECOMMENDED. NEW AND EXISTING STRUCTURAL MEMBERS ARE TO BE CLEANED, PRIMED, AND PAINTED. NEW STRUCTURAL MEMBERS ARE TO MATCH IN BOTH SIZE AND CONNECTION METHODS OF EXISTING STRUCTURAL COMPONENTS. 10' -11 1/4" V.I.F. N T _1 co �e 8" 4 \ ti NEW STEEL FRAMING; MATCH MEMBER SIZES - -- - - - _ 4MING H I� 1/811 = 1' -011 FINISHED GRADE - HEIGHT VARIES 8" THICK ANAMOSA LIMESTONE - BEDCUT (PANEL SIZES - 8 "X36 "X48 "MIN. DEPTH X" EXPANSION MATERIAL 6" THICK PCC SIDEWALK 4" OF DENSE GRADED CRUSHED i` LIMESTONE COMPACTED TO 98% STANDARD PROCTOR DENSITY �---=— SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY zz DOWEL #4 DOWEL @ 16" O.C. 8" THICK TRENCH FOOTING ,^,. ---- (3) #5 BARS CONTINUOUS C5RETAINING WALL DETAIL - ALT. 2 LIMESTONE / LED BACK LIT SIGN SEE C1A/A501 i J fr f� f SLOPE SLOPE J� SLOP I �I a �1 �Iwl � irll •w 0 NEW ALUM. `�•?, ALUM. FRAMING; MATCH f °o j f f; SIZE, COLOR, & LIGHT FIXTURE; TYP ' r. e 1 BAY SPACE OF (SOUTH FACE) I I i I 1 ORIGINAL SLOPE I J� SLOP I �I a �1 �Iwl � irll •w I 1 1 LED BACK LIT SIGN SEE C1 B/A501 NEW ALUM. FRAMING; MATCH SIZE, COLOR, & BAY SPACE OF ORIGINAL A�CANOPY ALUM. FRAMING PLAN PLAN 1 /8" _ 11-011 "NORTH ARCHITECT S A P R O F E S S I O N A L C O R P O R A T I O N 221 E. COLLEGE ST. IOWA CITY, IA 52240 319.338 -7878 319 - 338.7879 fAX D Consultants: C 0 REMOVE GABLED ALUM. FRAMING LIGHT FIXTURE; TYP ' r. MOUNTED TO EACH 1 Now I (SOUTH FACE) I I i I 1 SLOPE SLOPE I I I 1 1 LED BACK LIT SIGN SEE C1 B/A501 NEW ALUM. FRAMING; MATCH SIZE, COLOR, & BAY SPACE OF ORIGINAL A�CANOPY ALUM. FRAMING PLAN PLAN 1 /8" _ 11-011 "NORTH ARCHITECT S A P R O F E S S I O N A L C O R P O R A T I O N 221 E. COLLEGE ST. IOWA CITY, IA 52240 319.338 -7878 319 - 338.7879 fAX D Consultants: C 0 REMOVE GABLED ALUM. FRAMING LIGHT FIXTURE; TYP ' r. MOUNTED TO EACH SUPPORT BEAM (SOUTH FACE) y : LIGHT FIXTURE; TYP MOUNTED TO EACH SUPPORT BEAM (NORTH FACE) NEW GLASS PANELS @ EXTENSIONS; REPLACE ANY BROKEN PANELS ;TYP. %f REMOVE GABLED i" ALUM. FRAMING INSTALL NEW DOWNSPOUT PAINT TO MATCH WALL COLOR I 1 1 LED BACK LIT SIGN SEE C1 B/A501 NEW ALUM. FRAMING; MATCH SIZE, COLOR, & BAY SPACE OF ORIGINAL A�CANOPY ALUM. FRAMING PLAN PLAN 1 /8" _ 11-011 "NORTH ARCHITECT S A P R O F E S S I O N A L C O R P O R A T I O N 221 E. COLLEGE ST. IOWA CITY, IA 52240 319.338 -7878 319 - 338.7879 fAX D Consultants: C Project Title: A ai A r ■r A rr� Project No.: 08.031 Drawn by: Checked by. Issue: Date Description 06.01.09 BID DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON - INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL. C CC>RYRIGH-r UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: PEuESTRIAN WALKWAY Sheet Number: 0 Project Title: A ai A r ■r A rr� Project No.: 08.031 Drawn by: Checked by. Issue: Date Description 06.01.09 BID DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON - INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL. C CC>RYRIGH-r UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: PEuESTRIAN WALKWAY Sheet Number: D DISCONNECT AND REMOVE WALL PACK FIXTURES, CONDUIT AND WIRING DISCONNECT AND REMOVE PHOTO CONTROL, CONDUIT AND WIRING C DISCONNECT AND REMOVE FLOOD LIGHT B A 1 2 3 4 INSULATED CONDUIT BUSHINGS CONDUIT AND WIRING AS CALLED FOR ON SITE PLAN 1 s w n ELEVATION • BOND GROUND CONDUCTOR TO FIXTURE BASE ANCHOR BOLTS PER FIXTURE MANUFACTURER �- SURFACE FINISH SAME EXPOSED AGGREG� AS ADJACENT PAVEMENT "• • PAVEMENT EXPANSION JOINT #8 AWG BARE COPPER GROUND WIRE CADWELD GROUND CONNECTI, 3/4" X 10' GROUND ROD -FOUR - VERTICAL REINFORCING RODS FULL DEPTH OF BASE TIES AT 12" O.C. VERTICALLY -3000# POURED CONCRETE SURFACE FINISH SAME EXPOSED AGGREGATE AS ADJACENT PAVEMENT UKAM 24' KIN, BURIED UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE SIZE AS CALLED FOR. BACKFILL PER SPECIFICATIONS 2 _ BURIED CONDUIT ELECTRICAL SITE DEMOLITION PLAN, SCALE: 1/8 = 1 —0 31 1 DISCONNECT AND REMOVE FLOOD LIGHTS, BASES AND WIRING ti TYPE HA FIXTURE MOUNTING —TWO PHOTO CONTROLS, /SURFACE MOUNTED ON WALL ABOVE CANOPY. ONE PHOTO CONTROL CONTROLS FIXTURES, ONE PHOTO CONTROL CONTROLS HB AND FIXTURES 277 VOLT, 20 AMP BRANCH CIRCUIT FROM EXISTING PANEL IN SHERATON ELECTRICAL SITE PLAN SCALE: 1/8° _ V-011 NT AND WIRING LLED FOR ON PLAN m ELEVATION SECTION DETAIL — SCALFi NO SCALE SPOTLIGHT R -TIGHT CAST BOX GROUND CONDUCTOR TO BOX do FIXTURE FINISH GRADE t FOUR — /7 VERTICAL REINFORCING RODS FULL DEPTH OF BASE #3 TIES AT 12" O.C. VERTICALLY ELECTRICAL_ SYMBOL 0 LIGHTING FIXTURE Q-I WALL MOUNTED FIXTURE �P- — PHOTO CELL ;� 4 5 NEUMANN MONSON ARCH TEC-11-S 221 . C, 0 E G F ST. IOWA (:IT'!, IA 5`J''4< j 'tJ ,z/. 4 *J \l l 7lr J 19-338-787 wit D Consultants: C A & J Associates P.C. MechanicallElectkal Engheers 366 Beaver Kreek Centre Suite B North Lbe tY, IA 52311 l t319i 626 -4719 voice (319) 626 -4941 fax ajpoo=Ahsioperlet LICHTI NC FIXTURE SCHEDULE S - SURFACE SP - SUSPENDED R - RECESSED •. m W - WALL MOUNTED NOTEI THE CONTRACTOR SHALL COORDINATE PROPER FIXTURE MOUNTING TRIM TYPES WITH ARCHITECTURAL DRAWINGS AND CEILING SPECIFICATIONS TYPE LAMPS MANUFACTURER AND TYPE MTG, VOLT REMARKS ONE -70 WALL HA METAL HALIDE BEGA W 277 FLOOD LIGHT FIXTURE, SURFACE MOUNT ON WP BOXES, PAR 30 6536MH BRONZE FINISH ONE -39 WALL HB METAL HALIDE BEGA 8684MH -895A BASE 277 BOLLARD, BRONZE FINISH T4 68.5 ONE -70 WALL EXTERIEUR SPOT LIGHT, 15 DEGREE BEAM SPREAD, WITH HC METAL HALIDE NANO PY CMH W /US3E5003 & BASE 277; JUNCTION BOX ADAPTOR, ANTI —GLARE LOUVER, AND T4.5 G8.5 US3E5001 & US3E5008 ASYMMETRIC SCREEN ELECTRICAL SITE PLAN SCALE: 1/8° _ V-011 NT AND WIRING LLED FOR ON PLAN m ELEVATION SECTION DETAIL — SCALFi NO SCALE SPOTLIGHT R -TIGHT CAST BOX GROUND CONDUCTOR TO BOX do FIXTURE FINISH GRADE t FOUR — /7 VERTICAL REINFORCING RODS FULL DEPTH OF BASE #3 TIES AT 12" O.C. VERTICALLY ELECTRICAL_ SYMBOL 0 LIGHTING FIXTURE Q-I WALL MOUNTED FIXTURE �P- — PHOTO CELL ;� 4 5 NEUMANN MONSON ARCH TEC-11-S 221 . C, 0 E G F ST. IOWA (:IT'!, IA 5`J''4< j 'tJ ,z/. 4 *J \l l 7lr J 19-338-787 wit D Consultants: C A & J Associates P.C. MechanicallElectkal Engheers 366 Beaver Kreek Centre Suite B North Lbe tY, IA 52311 l t319i 626 -4719 voice (319) 626 -4941 fax ajpoo=Ahsioperlet Project Title: UO"'IT"t 00"'F IOWA UO"ITY SHERATON HOTEL PEDESTRIAN WALKWAY IMPRO"VEMENT JOINT PROJEu0*4T Owner: DAVIMON HOTEL COMPANY 3 Project No.: 200919.00 Drawn by: L. COOLEY Checked by: J. JURCA Issue: Date Description 1 1 1' BID DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON - INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL. cop YFRIoH-r UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: ELECTRICAL PLANS Sheet Number: •. m Project Title: UO"'IT"t 00"'F IOWA UO"ITY SHERATON HOTEL PEDESTRIAN WALKWAY IMPRO"VEMENT JOINT PROJEu0*4T Owner: DAVIMON HOTEL COMPANY 3 Project No.: 200919.00 Drawn by: L. COOLEY Checked by: J. JURCA Issue: Date Description 1 1 1' BID DOCUMENTS Note: FIELD VERIFY ALL DIMENSIONS AND CLEARANCES. DO NOT SCALE DRAWINGS. CONSULT SHOP DRAWINGS AND OTHER APPROPRIATE DRAWINGS. LAY OUT AND COORDINATE ALL WORK PRIOR TO INSTALLATION FOR ACCURACY AND NON - INTERFERENCE WITH OTHER TRADES. READ PROJECT MANUAL. cop YFRIoH-r UNAUTHORIZED COPYING, DISCLOSURE OR CONSTRUCTION WITHOUT WRITTEN PERMISSION BY NEUMANN MONSON PC IS PROHIBITED. UNAUTHORIZED SCANNING OF DRAWINGS IS PROHIBITED. Sheet Title: ELECTRICAL PLANS Sheet Number: