addendum number five

ADDENDUM Number FIVE

IFB 2016 MMS-03 Procurement of

Renovation and Addition General Package for the

Moline Multi-Modal Station (MMS) Project

ISSUE DATE: June 15, 2016

The Rock Island County Metropolitan Mass Transit District (MetroLINK) is issuing this Addendum

Number FIVE (5) to the Invitation for Bid (IFB 2016 MMS-03) for the Renovation and Addition General

Package for the Moline Multi-Modal Station (MMS) Project.

Item 1: Bid Date, Addendum, Substitution Request Clarifications – Below are the updated project bid

schedule date clarifications: i) Bid Date: CHANGE to 6/22/2016 at 3:00 PM

ii) Final Addendum: No. 05

Item 2: Legat Drawings and Specifications: REVISE Legat Specifications and Drawings per attached

Specification Section 009005 instructions, drawing revisions, and sketches dated June 14, 2016 (4 Pages).

Item 3: Section 5.1 Scope of Work – REPLACE Bid Package Scope of Work with attached Bid Package

Scope of Work, including, project milestone schedule and construction logistics drawings.

Item 4: Bidder Question: Spec 22 0500 & 23 0500/1.4 indicate the requirement for coordination

drawings, with the Mechanical Contractor as the coordinating contractor. Is this really wanted, or is this a

boilerplate … specification, and, will onsite field coordination suffice instead to save project cost? If

drawings are required – are they to be 2-D coordination or a complete BIM coordination? ANSWER: A

minimum 2D coordination drawing will be required. Prime Contractor shall submit coordination drawings

as noted in the specifications.

Item 5: Bidder Question: The cmu wall infill located on the north elevation basement that is to be

removed for access to building with a ramp per addendum 1 sheet 21. Is this construction indeed cmu

infill? Or is it concrete foundation? And is this part of the contract scope? ANSWER: Yes, this is an

existing masonry wall. Yes, it is part of the base bid contract scope.

Item 6: Bidder Question: The exterior windows at the basement level and east addition that are to be

removed and restored per note D-2. It's our knowledge from the other windows in the building

that they have lead paint and need abated. Is this true? If so can you clarify that abatement is to be done by

owner. Therefore, the abatement contractors will do the removal of windows.

ANSWER: See Lead Paint Report from Addendum No. 001 and Bid Package Work Scope Listing. Lead

paint abatement will be completed by the Owner. Prime Contractor is responsible for window removal,

salvage, restoration, etc. per work scope.

Item 7: Bidder Question: Are the remaining historical windows on first thru sixth floors part of this bid

package for restoration? ANSWER: Refer to Drawings A-200 and A-201.

Item 8: Bidder Question: On the drawings Sheet AD-103 has a dashed rectangle along column line 4

between lines C and D that is not referenced as to what it is. ANSWER: This opening will be provided

by the future Developer.

Item 9: Bidder Question: At detail 5/A700 and 1/S400 – What quantity of drilled piers (caissons) are to

be included under the bridge support? ANSWER: There is one pier located at the center of the

bridge. See detail 10-S401 for information on pier and column size.

Item 10: Bidder Question: What is the location of each drilled pier (caisson) under the bridge

support? ANSWER: See 4’-7” dimension in attached sketch: Larson 01. This dimension will need to

verified in field to avoid interferences with existing foundations and utilities.

Item 11: Bidder Question: SSK-3 indicates 2 guide rail support columns as alternate however I believe

one of the two would be required for the base bid. There is also not support columns shown on the East

side of the East elevator for the elevator and weight guide rails (as shown on detail 3 A-402). Are these to

be mounted to the masonry wall? ANSWER: Intent is for the east elevator to be braced off the new

masonry wall.

Item 12: Alternates Schedule: DELETE Item G - Alternate No. 07 from the Alternates Schedule.

Item 13: Section 3.4 Alternates: DELETE Alternate No. 07 from the list of Alternates on the pricing

form.

If you have any questions regarding the IFB solicitation or this Addendum Number FIVE to IFB 2016

MMS-03, please contact the following:

Chelsey Hohensee, MetroLINK Transportation Planning Administrator

Phone: (309) 786-3094 [email protected]

Heather Allen, MetroLINK

Phone: (309) 786-3081 [email protected]

Sketch – LARSON 01

212026.00 ADDENDUM NUMBER 5 00 90 05 - 1

Date: June 14, 2016 SECTION 00 90 05 BIDDING AND CONTRACT REQUIREMENTS ADDENDUM NUMBER 5 Legat Architects, Inc. Distributed via: 1515 5th Avenue, Suite 108 MetroLINK Moline, Illinois 61265 P. 309.517.5536 To: Prospective Bidders Re: ADDENDUM NUMBER 5 TO THE BIDDING DOCUMENTS FOR:

MetroLINK/ City of Moline Quad Cities Multi-Modal Station: Bid Release #3 Architect’s Project Number: 212026.00

This addendum forms a part of the bidding and contract documents and modifies the original bidding documents dated May 10, 2016. Acknowledge receipt of this addendum in the space provided on Bid Form. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. I. PART 1 - ADDENDUM TO THE PROJECT MANUAL

A. Section 21 13 00, 2.1A: ADD mechanically coupled grooved fittings for 2” and under pipe. Plain end fittings or couplings are not acceptable.

B. Section 22 07 19: ADD 1” Type B insulation for all sump pump discharge piping.

C. Section 23 52 33.14: REVISE the boiler basis of design from Thermal Solutions EVAM to EVS, burner turn-down

from 4:1 to 3:1, and the heat exchanger warranty from 3-years to 5-years. The boiler controls and electrical parts shall have a 1-year warranty

II. PART 2 - ADDENDUM TO THE DRAWINGS

A. Drawing G-002; ADD note to structure on west side of East Stair Tower to read: “Provide 2 hour applied fireproofing system to new steel in order to maintain the indicated fire rated stair assembly”

B. Drawing AR-100; REVISE Roof Area #1, Note 4 to read “4. INSTALL 5/8” COVER BOARD SET IN INSULATION ADHESIVE”.

C. Drawing A-312; REVISE 2 layers of 5/8” gypsum board and 1 layer of exterior gypsum board on exterior face of East Stair tower to be 3 layers of 5/8” exterior gypsum board. Update all Drawings/Details to incorporate this change.

D. Drawing S-102; ADD note 13 as indicated on SSK-8. This revises the bearing height of Vestibule 118 and 119 framing indicated in 2/S-102.

E. Drawings P-100 & P-101: DELETE roof drains RD-1 and ORD-1 that are near column line 9D that serve the future hotel courtyard including the branch piping down to the 12” storm main in the basement. Install a 6” capped wye fitting in the basement 12” storm line for future extension to the courtyard roof drains by others. Disregard earlier addendum items related to this.

F. Drawing FP-101: REVISE Keynote 4 from closed head window sprinklers noted in Addendum #4 to a deluge system with open head sprinklers on both sides of the windows. The deluge valve can be located within Custodian 113. Provide deluge valve including all associated piping, supervised shutoff valve, sprinklers, detection system and wiring for a complete and operating deluge system for the windows. Include all associated fire alarm connections.

212026.00 ADDENDUM NUMBER 5 00 90 05 - 2

1. REVISE all references of a “window sprinkler system” to read “Deluge System”.

G. Drawing E-500, ADD the following the Approved Manufacturers list for Types S3 and S3A to the Luminaire

Schedule: DECO LIGHTING D1440-LED SERIES III. PART 3 - CLARIFICATIONS

A. All steel to have intumescent or spray applied fire proofing shall meet the substrate requirements of those systems.

B. Sections 21 05 00, 22 05 00, 23 05 00, 1.4 and 26 05 00, 1.6: CLARIFICATION: 2D or 3D coordination drawings are acceptable.

C. Section 21 05 29, 1.2: CLARIFICATION: All sprinkler piping supports shall comply with NFPA 13 and 14.

D. Section 21 05 29, 2.6: CLARIFICATION: Pipe sleeves are required for penetrations through masonry walls and through floors

E. Drawing M-500, Boiler Schedule: CLARIFICATION: The boiler capacity listed is in MBH, not Btuh.

END OF SECTION This addendum consists of 2 pages. This addendum has seventeen (2) attached pages identified below:

• Substitution Matrix - Release 2: 6/14/16 – 1 Page

• Drawings/Sketches: o SSK-008 – 1 Page

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MULIT-MODAL STATION PROJECT SECTION 5.1

SCOPE OF WORK

BID RELEASE #03 – General Construction and Street, Sidewalk, and Utility Improvements

The following shall be included from this workscope:

Item Description

001 SECTION 1 of 3: UNDERSTANDINGS AND STIPULATIONS

002 The following items listed are to assist the Prime Contractor preparing their proposal for the work defined in this Bid Package; such listing shall not be interpreted as limiting the work required for this Prime Contractor.

003 Although portions of the foregoing documents are applicable to work scopes of bid packages not included within this Bid Package's scope description, Prime Contractor shall familiarize themselves with all work shown and described in all the documents and shall include in their proposal any costs for assumed impacts on their work.

004 Notwithstanding anything in this Agreement to the contrary, the Scope of Contractor's Work includes but is not limited to the following: (i) The Scope of Work contained within IFB 2016 Elevator-01; (ii) Notice to Proceed dated TBD (to be determined); (iii) Contractor's Bid Submission TBD (to be determined); and other Owner/Designer-issued documents as agreed by Owner in writing, or attached hereto and incorporated by reference.

005 In any event there is/are deemed conflicting terms and/or conditions within this agreement, any/all regulatory and/or bid submission requirements previously executed and attached as to the Agreement shall first govern.

006 Prime Contractor understands the project is being funded by federal monies via a Tiger Grant. The City of Moline is Owner of the project property and Metrolink is the grantee of the Tiger Grant.

007 Prime Contractor agrees to reach agreement with Illowa Construction Labor and Management Council regarding IMPACT Agreement as condition precedent to first pay application being approved.

008 Prime Contractor shall provide a payment bond and a separate performance bond in amounts equal to the Prime Contract Sum. Costs of the bonds are included in the Prime Contract Sum.

009 Prime Contractor work activities shall comply with all applicable OSHA work rules, project specific work rules, assigned project responsibilities, safety provisions as noted within the Agreement, and any/all industry standard regulations governing standard safety practices or protocols.

010 Prime Contractor understands this is a tobacco-free project. Workers on this project understand use of tobacco products on this project is prohibited. Workers found in violation of this project requirement are subject to removal from the project.

011 Prime Contractor shall provide any/all required public protection related to Prime Contractor's work. This may include but not be limited to fencing, signage, barricades, and any/all materials and/or equipment.

012 Prime Contractor shall report any/all project incident(s)/accident(s) to the Owner within 24 hours of said incident(s)/accident(s).

013 Prime Contractor shall provide any/all drinking water, cups, and ice to workers for their portion of the project.

014 Prime Contractor shall provide any/all porta-toilets for their portion to workers for their portion of the project.

015 Prime Contractor shall with comply with limited onsite parking and coordinate site access and

Page 1 of 1806/14/2016

Addendum No. 05

deliveries with Developer General Contractor.

016 Prime Contractor's employees will strictly adhere to a no harassment policy. All workers shall comply with Prime Contractor's policy posted at the job site and shall remove any violators from the job site.

017 Prime Contractor understands although lead and asbestos abatement work has been completed by the Owner, with exception for several existing to remain structural items identified with orange paint markings, some unknown hazardous materials may exist. Prime Contractor shall familiarize themselves with any/all hazardous material reports prior to mobilizing to the project site and agree to stop work and report any potential findings of hazardous materials to the Construction Manager/Owner.

018 Prime Contractor understands the building has historical significance and preservation requirements, specifically the South elevation. Prime Contractor shall use care working around adjacent structure. Any damage to the South elevation of the building and/or any assemblies of historical significance shall be repaired only by corrective action direction from the Owner's historic preservation consultant and/or supplemental consultants.

019 All work included under this work scope shall comply with the applicable codes and standards adopted by the City and State where the project is located. Prime contractor shall notify, coordinate, and pay fees for any work related inspections or permits. Prime contractor shall notify the Architect and/or Owner/Owner Agent 48 hours prior to work inspection requests. Prime Contractor is responsible to document all inspections in writing and submit documentation to the Architect and/or Owner/Owner Agent on an approved Daily Mancount Form (DCR). Prime Contractor is also responsible to provide a copy of any inspection document received from the inspecting party to the Architect and/or Owner/Owner Agent within 48 hours of a completed inspection. Prime Contractor shall correct any deficiency items noted by the inspection authority within 48 hours of receiving verbal or written direction of said requirement and before work progresses. If work progresses before corrections occur; Prime Contractor shall bear any/all retesting costs and rework costs to complete corrective actions.

020 Prime Contractor understands the project site will have multiple General and Prime Contractors working on building renovation and addition projects. Prime Contractor agrees to participate in weekly, day/time to be determined and agreed upon, coordination meetings. Prime Contractor shall also attend supplemental meetings upon request by Developer General Contractor, Architect/Engineer, and/or Owner Representative.

021 Owner shall hire an independent testing agency that will be responsible for onsite and laboratory soil, concrete, reinforcing steel, and structural steel testing. Any/all offsite testing, inspections, certifications and/or any/all testing(s) for materials/equipment not mentioned herein are the responsibility of the Prime Contractor. Owner shall provide Owner provided testing contact information to the Prime Contractor. Contractor shall coordinate all testing and inspection activities as to not affect Project Schedule and is responsible for providing access to, connections, and any/all temporary provisions to complete partial/final system inspections and testing as required to comply with Project requirements and work scope. Multiple tests and mobilizations are to be expected.

022 Prime Contractor shall, at their expense, provide additional labor or enact labor overtime provisions necessary to meet Project Schedule milestones. Prime Contractor agrees to do so upon receipt of written delay notifications per the Contract Agreement terms and Conditions. It is to be assumed by Prime Contractor that work will occur in multiple areas during the same timeframe, thus, multiple working crews performing the same task may/will be required to meet Project Schedule Milestones.

023 Project available work hours are 6:30 am to 5:00 pm Monday through Friday. Owner reserves the right to modify work hours to suit project conditions and/or daylight conditions. Any work outside of these hours, must be approved by Owner/Owner Agent. Prime Contractor shall provide, at their expense, increased work crews and/or overtime as necessary to meet scheduled milestones. If additional manpower/hours are not the fault of Prime Contractor, this needs to be communicated to Owner/Owner Agent ahead of time so appropriate party(ies) can be notified of potential

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backcharge(s).

024 Prime Contractor shall submit all project specific material and equipment product data, closeout submittals, operating manuals, as-builts/record drawings, maintenance and/or operations manuals, etc. in electronic PDF format on CD. If electronic files are not available from vendors, Prime Contractor shall be responsible for providing electronic PDF files (including oversize drawings). The files on the CD should be separated out per closeout item. Files will be named by specification section followed by the name of the closeout item.

Prime Contractor shall submit one hard copy and three electronic copies of each closeout item in a 3-ring binder with closeout items separated by heavy paper dividers with clear plastic tabs labeled by spec section. Oversize drawings should be placed in binder sleeves. This binder shall be submitted to Architect for review. Once the binder and oversize drawings are complete and approved by Owner and Architect, Owner and Architect twill return the binder and drawings to the Prime Contractor for three CDs to be created. The foregoing procedures constitute the minimum requirements for the closeout process. These procedures shall not supersede any more stringent requirements set forth in the Contract Documents, but rather shall serve to supplement said requirements, and in the absence of said requirements, serve as the minimum Owner and Architect requirements. Prime Contractor shall remain responsible for providing additional hard copies of closeout information as specified in the contract documents should Owner require it.

025 Prime contractor is responsible for any/all layout, staking, and surveying required to complete their work. Work installations deviating from Coordination Drawings or the Contract Documents must be approved in writing by the appropriate designer prior to field installation.

026 Prime Contractor shall furnish any/all hoisting facilities for Prime Contractors material, equipment and personnel.

027 Prime Contractor shall repair any/all disturbed public and/or private items/areas adjacent to construction activities back into their original state prior to the end of construction.

028 Prime Contractor understands they are working around existing to remain structure(s) and/or finishes. Any existing-to-remain structure, walls, floors, ceilings, and/or finishes disturbed by Prime Contractor shall be patched back to match its' existing condition prior to construction completion.

029 Any/all patch back/patching of existing conditions by disturbing Prime Contractor must be done in such a fashion so that it is deemed permanent. Disturbed areas must be shaped, formed, bushed, and prepped to receive proper patching per the patching material requirements. Some patching may require additional removal of disturbed surfaces to properly patch and all patches must be compatible with new or matching finishes. Any/all repairs must be approved in writing by the appropriate Architect/Engineer.

030 Prime Contractor shall submit Construction Document Drawing Sets and fill out and submit Building Permit application to the City of Moline. The Owner shall pay any/all application costs/fees for the building permit.

Prime Contractor shall apply for, purchase, obtain, and coordinate any/all other necessary City, County, State, and/or Federal permits and inspections related to completing their work.

031 Prime Contractor shall be allowed to install (1) 4'x8'project sign (print approved by Owner) with company's name, logo on the project site at a location approved by the Owner.

032 It is the responsibility of Prime Contractor to follow all regulations and request any/all required City, State, Utility, and Federal approvals for utility locates required to complete their work scope. Locate request must be requested in a timely fashion as to maintain and/or improve project schedule.

033 Prime Contractor shall, on an on-going basis or at the direction of the Owner, keep the Project site and surrounding area free from accumulation of waste materials, debris or rubbish caused by performance of the Prime Contractor's Work.

034 Individual/personal scraping will not be allowed on this project. It is understood that the Owner owns any/all demolished items until these items are unloaded offsite.

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035 Prime Contractor shall provide a professional final cleaning for the Great Hall, Restrooms, and

Penthouse. Future retail/tenant spaces shall require a finish broom cleaning and general wipe down.

036 Prime Contractor shall only use cleaning materials which will not create hazards to health or property and which will not damage surfaces. Prime Contractor shall only use cleaning materials and methods recommended by manufacturer and clean surfaces/parts/areas recommended by cleaning material manufacturer.

037 Prime Contractor shall maintain at least one access drive onto the project site from 4th Avenue at all times that allows for any/all equipment and material deliveries to be driven onto the site for loading/unloading.

038 TEMPORARY:

Prime Contractor shall reference attached Temporary Conditions and Utilities Maps and include any/all directions, understandings, and/or responsibilities within bid.

039 Perimeter site fencing is provided by Owner. Prime Contractor is responsible for maintaining and/or modifying site fencing as required to complete work. Multiple access gates shall be required through the duration of the project. Any fencing damaged by Prime Contractor shall be repaired or replaced by Prime Contractor. Prime Contractor shall be responsible to coordinate with the Owner's fencing contractor to remove any/all remaining fencing at the end of the project and shall provide a 48 hour written notice to the Owner of upcoming fence removal coordination.

040 Initial erosion controls have been provided by Owner. Prime Contractor shall fill out, submit, pay for, obtain, maintain, and closeout for any/all permits, documents, and/or record keeping for project erosion control. Prime Contractor is responsible for modifying and expanding existing controls to comply with building and civil improvement erosion control requirements. Prime Contractor is responsible for maintaining and/or modifying erosion control measure as required to complete work. Prime Contractor is responsible for removal of any/all erosion control measures at the end of project but only after approval of removals has been granted and site has been deemed stabilized by Authority Having Jurisdiction. Prime Contractor shall include copy of any/all erosion control documents within closeout binder.

041 Prime Contractor shall provide mowing/weed control of job site upon Owner Request, including, but not limited to, any area inside construction fence with weed trimming around job site construction fence. Mowing/weeding will not be requested more than three times during project.

042 Prime Contractor is responsible for any snow removal for access to jobsite and building. The cost for this work is considered an allowance, see bid form. Prime Contractor must notify Owner prior to completing snow removal work in excess of the allowance. Prime Contractor must submit time and material tickets for this work with monthly pay applications.

043 Prime Contractor is responsible for dewatering any/all of their excavations, as applicable, to complete their work. Any dewatering in the basement and/or any basement access location(s) will be the responsibility of Prime Contractor. Prime Contractor to furnish and install, maintain, and remove temporary sump pumps and/or pits and ensure any temporary pumps/pits are operating for the duration of the project or until permanent sumps and pumps can be installed, permanently connected, and are fully operational.

044 Prime Contractor shall provide any/all dust control as required.

045 Prime Contractor shall provide any/all street cleaning as required.

046 Prime Contractor shall provide any/all construction dumpsters as required. Prime Contractor shall adhere to any/all project waste tracking requirements and shall submit documentation to Owner once a month with pay application request.

047 Owner shall furnish to Prime Contractor same-keyed padlocks that fit a standard hasp assembly and 20 keys. Prime Prime Contractor shall place, use, and maintain project padlocks on exterior gates and any/all temporary and/or permanent entryways as needed to secure project site/area. Prime Contractor shall return padlocks to Owner Representative at end of project.

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048 Prime Contractor is responsible for protecting, securing any/all tools, materials, equipment on the

project site. Prime Contractor understands that Owner is not responsible for any lost and/or stolen items.

049 Prime Contractor shall furnish and install (10) permanent-to-remain tie-off points on the main building roof evenly spaced and a minimum 15-0 from edge of building. Tie-off points are to be engineered and flashed in with the structure/roof.

050 Prime Contractor is responsible for completing work within and/or under building structure's allowable working loads. Prime Contractor includes furnishing, installing, and removing any temporary support systems needed to properly support and protect the existing structure during modification, demolition, and new installations directly associated with this work.

051 Prime Contractor understand that existing building has wall openings with temporary partitions install to secure the building. Prime Contractor shall take ownership of any/all temporary enclosures for openings shown to receive new doors, windows, frames, infills, and/or any finishes for this work scope.

052 Prime Contractor shall provide and install temporary covers over any existing or new exterior wall openings resulting from demolition work by this Prime Contractor. Prime Contractor shall maintain all covers and remove covers for other Prime Contractors needing to install new work. Temporary covers must be adequately secured and weatherproof.

053 Prime Contractor understands that existing building has some temporary water service, including but not limited to, a backflow, service connection, and temporary distribution piping/fittings. Prime Contractor is responsible for maintaining, modifying, and/or extending temporary services to complete their work. Prime Contractor shall assume sole ownership of the temporary water services item(s) and will have priority of the service/system, meaning, Developer General Contractor may request permission to extend service to complete their work as part of their cost without impeding Prime Contractor. Prime Contractor shall remove temporary water items/service and return any/all parts to Owner at end of project.

054 Prime Contractor understands that existing building has some temporary electrical service, including but not limited to, a transformer, distribution panel, underground service, electrical panels, receptacles, and a temporary lighting circuit on each floor. Prime Contractor is responsible for maintaining, modifying, and/or extending temporary services to complete their work. Prime Contractor shall assume sole ownership of the temporary electrical item(s) and will have priority of the service/system, meaning, Developer General Contractor may request permission to extend service to complete their work as part of their cost without impeding Prime Contractor. Prime Contractor shall remove temporary electrical items/service and return any/all parts to Owner at end of project.

Prime Contractor is responsible to coordinate with appropriate authorities and follow any all right-of-way railway and highway work requirements, including any/all temporary means, flagmen, and any/all other requirements.

055 DEMOLITION:

056 Prime Contractor shall complete any/all demolition work as shown on the Contract Documents.

057 Prime Contractor shall excavate, with appropriate layback, and remove a section of basement wall from foundation to bottom of 1st Floor concrete deck between Gridlines 6 and 7 along Gridline A to create an access ramp allowing for labor, material, and equipment access. Temporary opening shall be secured with a temporary wall and temporary doors with a security hasp. Temporary access ramp and wall shall be open for a minimum 4 weeks before enclosing is allowed. Prime Contractor to coordinate access ramp installation and re-build work with Developer General Contractor. Prime Contractor shall install new structural masonry wall when infilling opening and shall treat exterior of wall with an approved sheet membrane and/or approved equal liquid applied waterproofing membrane system (including 2" insulation board), and, infill excavation with appropriate fill that will meet project compaction requirements.

058 Any minor demolition not specifically shown on the plans, but required to complete Prime Contractor scope of work, shall be by this Prime Contractor if it is deemed reasonable that the

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demolition was obvious and had to occur to perform the new work. This includes patching back any surrounding finishes affected by demolition work.

059 Prime Contractor shall make all penetrations through walls and floors required to complete their work, whether shown or not shown on the drawings, but required.

060 Prime Contractor shall furnish and install any floor fill and shall grind down any high spots of existing slabs required for leveling floors as noted on the Contract Documents.

061 Section 2 of 3: WORK SCOPE

The Prime Contractor's Work includes all labor; supervision; materials; equipment; services; supplies; tools; facilities; transportation; storage; receiving; licenses; inspections; certifications; overhead; profit; or other items required or reasonably inferable to properly and timely perform and complete all work and services to be performed by the Prime Contractor pursuant to this Agreement. Prime Contractor's Work shall be performed in accordance with the Drawings, Specification Section(s), Addenda, and any/all supplement instruction and/or work scope furnished by Architect and/or Owner, attached hereto and/or incorporated into bidding documents or herein by reference.

062 Prime Contractor shall furnish any/all labor, material, and equipment to complete all demolition, selective and otherwise, for new installations. Prime Contractor understands work will take place around existing to remain finished product and shall take care to protect any/all adjacent surfaces and/or materials. Any/all damage to existing to remain finishes shall be repaired with matching materials and methods by the disturbing Prime Contractor at the Prime Contractor's cost. Patches and/or repairs shall be reviewed by Architect and/or Owner for compliance and acceptance, any/all rejected work shall be repaired by Prime Contractor at Prime Contractor's cost.

063 Prime Contractor shall furnish an/all labor, material, and equipment to complete all concrete work, including, but not limited to, all maintenance of concrete, cast in place concrete, formed concrete, concrete floor finishes, footings, foundations, piers, slabs on grade, suspended slabs, toppings, walls, curbs, equipment bases, stairs and/or stair pans, patchwork. Prime Contractor shall furnish and install any all mock ups, reinforcing, adhesives, injections, formwork, form liners, ties, embeds, admixtures, vapor retarders, cures, hardeners, densifiers, sealers, anchors, finishes, components, fasteners, and any/all accessories for complete installations.

064 Prime Contractor shall plan, coordinate, furnish and install any all concrete system joints and/or expansions systems.

065 Prime Contractor shall plan, coordinate, and execute any/all hot weather and/or cold weather concreting requirements.

066 Prime Contractor shall complete floor flatness and levelness tests for new slab on grades within 24 hours of finishes and publish report results to Owner Representative within 48 hours of test completion.

067 Prime Contractor shall furnish and install any/all precast structural concrete, including but not limited to, delegated design requirements, hardware, anchorage systems, embeds, reinforcings, grouting, bearing pads, insulation assemblies, finishes, patches/repairs, and any/all components and/or assemblies for a complete installation.

068 Prime Contractor shall furnish and install any/all cast underlayments for a complete installation.

069 Prime Contractor shall furnish any/all masonry work, including but not limited to maintenance of masonry, mortar and masonry grout, unit masonry, and cast stone masonry. Prime Contractor includes any/all brick units, concrete masonry units, grouts, mortars, accessories, protections, preparations, cleanings, flashings, coursings, placings, lintels, joints, fasteners, anchors, reinforcings, and any/all components for a complete installation.

070 Prime Contractor shall furnish and install all metals required for project, including but not limited to structural steel framing, steel decking, cold-formed metal framing, metal fabrications, metal stairs, laddders, pipe and tube railings, joists, purlins, handrails, guardrails, plates, anchor bolts, miscellaneous metals, reinforcing angles, frames, tubes, columns, beams, deckings, bolts, washers, nuts, anchors, fasteners, pour stops, fillers, primers, finishes, galvanizing, approved

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temporary connections, bracings, and any/all components for a complete assembly.

071 Prime Contractor shall furnish and install all wood and plastics required for project, including but not limited to rough carpentry, millwork, caseworks, blocking, nailers, supports, accessories, hardwares, countertops, countertop supports, and components for complete assemblies.

072 Prime Contractor shall furnish and install all thermal and moisture protection for this project, including but not limited to all sheet waterproofings, membranes, thermal insulations, batt insulations, board insulations, foamed-in-place insulations, weather barriers, ventilated rainscreen systems, fiber cement sidings, and any/all components for complete assembly installations.

073 Prime Contractor shall furnish and install all roofings, including but not limited to preparation of re-roofings, elastomeric membrane roofings, sheet metal flashings and trims, insulations, roof accessories, and any/all components for complete assembly installations.

074 Prime Contractor shall furnish and install all fireproofings, including but not limited to applied fireproofings, intumescent mastic fireproofings, firestoppings, through penetration firestopping, and any/all components for complete assembly installations.

075 Prime Contractor shall furnish and install all joint sealants, including but not limited to any/all sealants, primers, fillers, tape, backings, mastics, adhesives, and any/all components for complete assembly installations.

076 Prime Contractor shall furnish and install all hollowmetal doors, hollowmetal frames, door hardware, and any/all components for complete assembly installations.

077 Prime Contractor shall furnish and install all access doors and panels and any/all components for complete assembly installations.

078 Prime Contractor shall furnish and install all automatic entrances and any/all components for complete assembly installations.

079 Prime Contractor shall furnish and install all aluminum frames storefronts, glazed aluminum curtainwalls, aluminum windows, and any/all components for complete assembly installations.

080 Prime Contractor shall furnish and install all steel windows and any/all components for complete assembly installations.

081 Prime Contractor shall furnish and install all glazings and any/all components for complete assembly installations.

082 Prime Contractor shall furnish and install all gypsum board assemblies, shaft walls, wall boards, suspended acoustical ceilings, suspension systems, support systems, and any/all components for complete assembly installations.

083 Prime Contractor shall furnish and install all floorings and wall finishes, including but not limited to floor tile, wall tile, resilient flooring, tile carpeting, base, adhesives, accessories, and any/all components for complete assembly installations.

084 Prime Contractor shall furnish and install all painting, including but not limited to preparations, exterior painting, interior painting, high performance coatings, accessories, and any/all components for complete assembly installations.

085 Prime Contractor shall furnish and install all painting, including but not limited to preparations, exterior painting, interior painting, high performance coatings, accessories, and any/all components for complete assembly installations.

086 Prime Contractor shall furnish and install all specialties, including but not limited to signage, toilet compartments, toilet-bath-laundry accessories, fire protection specialties, flagpoles, accessories, and any/all components for complete assembly installations.

087 Prime Contractor shall furnish and install all furnishings, including but not limited to countertops, site furniture, accessories, and any/all components for complete assembly installations.

088 Prime Contractor shall furnish and install a complete fire protection system, including but not limited to basic fire suppression requirements, through penetration firestoppings, fire suppression

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supports and anchors, fire suppression identification, fire protection systems, and any/all associated components for complete assembly installations.

089 Prime Contractor shall furnish and install a complete plumbing system, including but not limited to basic requirements, supports, anchors, identification, insulations, instrumentation, pipings, plumbing specialties, sumps, sump pumps, plumbing equipment, plumbing fixtures, and any/all associated components for complete assembly installations.

090 Prime Contractor shall furnish and install a complete mechanical system, including but not limited to basic requirements, supports, anchors, vibration isolation, identification, testing-adjusting-balancing, insulations, controls, instrumentation, piping, pumps, refrigeration piping and specialties, chemical treatments, ductwork, ductwork accessories, power ventilators, air inlets and outlets, air cleaning, breeching-chimneys-stacks, boilers, chillers, air handling units, air conditioning units, heat transfer units, heaters, and any/all associated components for complete assembly installations.

091 Prime Contractor is responsible for any/all temporary heaters and/or air conditioning units required to complete installations. Permanent equipment may be utilized for temporary solutions but must still meet criteria for warranties and require temporary filters/protection and cleaning at substantial completion.

092 Prime Contractor shall finish and install a complete electrical system, including but no limited to basic electrical requirements, wiring, cabling, grounding, bonding, supports, anchors, conduit, boxes, identification, service entrance, transformers, panelboards, motor controls, disconnects, switches, contactors, variable frequency drives, lighting, emergency lighting, any/all temporary requirements, and any/all associated components for complete assembly installations.

093 Prime Contractor shall furnish and install all electronic safety and security including but not limited to rescue assistance communication systems, fire alarm and detection systems, accessories, and any/all components for complete assembly installations.

094 Prime Contractor is responsible for all earthwork, including but not limited to gradings, excavations, subgrade and subbase preparation, erosion and dust control, and any/all components for complete installations.

095 Prime Contractor is responsible for all exterior improvements, including but not limited to pavement construction, sidewalks, concrete paving, asphalt paving, pavement markings, chainlink fences and gates, decorative metal fences and gates, segmented retaining walls, seedings, plantings, landscaping, and any/all components for complete installations.

096 Prime Contractor is responsible for all utilities, including but not limited to testing and quality control, trenching, excavations, backfill, concrete for utilities, water main, sanitary sewer, storm sewer, water distribution, gas line development coordination, stormwater detention chamber, miscellaneous sewer and water constructions, and any/all components for complete installations.

097 Prime Contractor is responsible for any/all dewatering and any/all temporary pipings/routings/connections for sewer systems to complete the work.

098 Prime Contractor is responsible to create and maintain a moisture control plan based upon the materials associated with this project. Prime Contractor shall ensure that materials exposed to or damaged by moisture be replaced immediately. Any/all costs associated with removals/repairs are the Prime Contractors responsibility.

099 Prime Contractor is responsible for all street, sidewalk, and utility improvements as shown on Shive-Hattery Drawings, as per IDOT Standards, City of Moline Standards, and per any supplement information provided within project addendums.

100 Prime Contractor is responsible for all building additions, building renovations, and site improvements as shown on Legat Architects Drawings and per any supplement information provided within project addendums.

101 Section 3 of 3: PROJECT SCHEDULE

Prime Contractor shall reference attached Project Schedule and agrees to meet and/or improve

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milestone durations listed on/within Project Schedule.

Prime Contractor has reviewed all existing site conditions, understands shared site usage, and includes any/all facilities, labor, material, and equipment to complete the work.

The following shall be excluded from this workscope:

Item Description

001 Lead Abatement

002 Asbestos Abatement

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24' Wide Gate - sharedpublic/private access

24' Wide Gate - sharedpublic/private access

4' Wide GateSide walk willbe closed

Office Trailers/Laydown area. Publicand Private Area

Site Fence 18"from curb

Site Fence roughly 20'from West Face of building

Site Fence 18"from curb

Add 4' Wide Gatein Existing Fence

BP.3 SITE LOGISTICS

Construction zone has 6' ChainLink Fencing and Gates withSandbags, to be maintained andremoved by BP.3 PrimeContractor(public).

Construction zone, 12th Streetand 4th Ave DevelopmentSWPPP and Erosion Controlinstall maintenance and removalby BP.3 Prime Contractor(public).

Dec 1, 2016 site fence removal.

Typical job site hours6:45AM to 5:00PM M-F.

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Hotel CraneLocation 7/15/16through 9/1/16

Temp Connection

Confirm site accessalways available

Infill of trash enclosuretowards completion of site

Discuss Crane to set stair towerand compaction requirements

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SITE PLAN N

METROLINK MULTIMODAL STATION 9/4/15 1"=30'

UtilityPole

Temp Transformer Location

Rou

ghly

33'

-4"

9'-0

"

Approximate TemporaryElectrical Primaryrouting VIF (-2'-0") belowexisting grade

~8'-0"

High Voltage PowerLines - All steel to beset from inside. Nocrane to be within 20'of power lines.

SITE LOGISTICS PLAN - NOT FOR CONSTRUCTION

Remove CMU infill in basement andprovide ramp. Provide temporaryprotection for access into basement. Infill with CMU once interior work iscomplete and waterproof exterior side. Verify with Structural Engineer. Opening to be cut in July 26,16through Aug 26, 16.

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2 3 4 5 6 7 8 9 10 11 12 13

C.1

A.6

A.8

B.5

B.3

A.3

A

B

C

D C.9

D.2

A.1

E D.9

E.5

F

G

H G.9

F.6

F.9

E.9

B.9

A.9

T/ BASEMENT FLOOR

T/ BASEMENT FLOOREL: -9'-10"

EL: -9'-10"

11" 15'-1" 16'-8" 16'-8" 16'-8" 15'-1" 2'-4" 16'-0" 20'-0" 20'-0" 20'-0" 16'-0" 1'-8"

1'-3

"15

'-2"

16'-8

"16

'-8"

16'-8

"16

'-8"

16'-8

"15

'-3"

1'-5

"15

'-6"

5'-5

1/2

"11

'-1 1

/2"

8'-1

1 1/

2"7'

-8 1

/2"

12'-4

1/2

"4'

-3 1

/2"

15'-9

1/2

"10

1/2

"8'

-1 1

/2"

4'-5

"4'

-1 1

/2"

8 1/

2"

4'-1

0 1/

2"4'

-7 1

/2"

3'-1

0"1'

-8 1

/2"

82'-0" 95'-1"

UP 16R

115'

-11"

D-2D-2D-2 D-2

92'-9

1/4

"23

'-1 3

/4"

EXISTING OPENING TOREMAIN

D-1D-1 D-1

D-5

ELECTRICAL ROOM

002

IT ROOM

003

ELEVATOR SHAFT

006

EAST BASEMENT

009

11'-4 1/2" 3'-8" 5'-1 1/2" 3'-8"

2'-4 1/2"

3'-8" 22'-4" 3'-8"

2'-4 1/2"

3'-8" 5'-1 1/2" 3'-8" 34'-1 1/2" 3'-8" 2'-4" 3'-8" 10'-4" 3'-8" 2'-4" 3'-8" 10'-4" 3'-8" 2'-4" 3'-8" 22'-7"

EL: (-)

3'-8" 70'-0 1/2"

EL: (-)

82'-0" 95'-1"

177'-1"

13.6

6°

76.34°

177'-1"

27'-1

1"3'

-8"

3'-4

"3'

-8"

8'-5

3/8

"3'

-8"

3'-4

"3'

-8"

9'-9

1/8

"3'

-8"

3'-4

"3'

-8"

14'-7

7/8

"

22'-11 5/8"

3'-8"3'-4"

3'-8"

30'-6"

3'-8"3'-4"

3'-8"

23'-0 3/4"

WEST BASEMENT

008

D-2

D-2

D-2

D-2

D-2

D-2

D-2

D-2

D-2

D-4

D-4

D-7

DEMOLITION REFERENCED NOTES D-XX

DEMOLITION GENERAL NOTESA. CONTRACTOR SHALL BE RESPONSIBLE TO CUT AND

MODIFY EXISTING CONSTRUCTION TO PROVIDEOPENINGS FOR ALL NEW CONSTRUCTION EVEN IFNOT SPECIFICALLY INDICATED. COORDINATE ALLREQUIREMENTS IN FIELD WITH ARCHITECT ANDOWNER THRU SUBMITTAL PROCESS PRIOR TOINSTALLATION.

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25S

RQ

PO

NM

LK

JI

HG

FE

DC

BA

ARCHITECTURE

1515 5th Avenue, Suite 108Moline, IL 61265P. 309.517.5536www.legat.com

Legat Architects

LANDSCAPE ARCHITECTURE

24042 Lockport StreetPlainfield, IL 60544

P. 815.254.0091www.uplandDesign.com

Upland Design Ltd

M.E.P. ENGINEERING

623 26th AvenueQuad Cities, IL 61201

P. 309.788.0673www.kjww.com

KJWW Engineering

STRUCTURAL ENGINEERING

1488 Bond Street, Suite 100Naperville, IL 60563

P. 630.357.0540www.larsonengr.com

Larson Engineering, Inc.

BID RELEASE #3

CIVIL ENGINEERING

625 32nd Avenue SWCedar Rapids, IA 52404

P. 319.378.1401www.ament.com

Ament Design

MetroLINK

QUAD CITIES

MULTI-MODAL

STATION

1205 - 1209 4th AVENUEMOLINE, IL 61265

212026.00

JC

JS

AD-100

BASEMENT DEMOLITIONPLAN AND NOTES

05.10.16

1/8" = 1'-0"1

BASEMENT DEMOLITION PLAN

D-9 REMOVE MASONRY FROM TOP OF PENTHOUSE FLOOR TO BOTTOM OF PENTHOUSEROOF. SALVAGE AND CLEAN MASONRY FOR REUSE.

D-10 REMOVE CONCRETE FOR INSTALLATION OF NEW PIPING CHASE. REFER TOMECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS.

D-11 REMOVE TOPPING SLAB AT LOCATION OF NEW STAIR TOWER. COORDINATE EXACTSIZE AND REQUIREMENTS IN FIELD.

D-12 SAWCUT AND REMOVE PORTION OF EXISTING PENTHOUSE FLOOR SLAB.COORDINATE EXACT SIZE AND REQUIREMENTS IN FIELD.

D-13 SAWCUT OPENINGS FOR ELEVATOR CONTROLLER IN EXISTING BRICK WALL.COORDINATE EXACT SIZES AND LOCATIONS WITH ELEVATOR MANUFACTURER.

D-14 SAWCUT AND REMOVE PORTION OF EXISTING PENTHOUSE MASONRY WALL.COORDINATE LOCATION AND SIZE WITH NEW MECHANICAL DUCTWORK.

D-1 EXISTING WINDOW, FRAME, HARDWARE, AND ALL ASSOCIATED COMPONENTS TOBE REMOVED AND SALVAGED FOR RESTORATION OR REBUILD.

D-2 REMOVE EXISTING PLYWOOD AND WOOD FRAMING ENCLOSURE SYSTEM.

D-3 SAWCUT OPENING IN EXISTING CONCRETE FLOOR FOR NEW STAIR TOWER.COORDINATE AND VERIFY EXACT OPENING IN FIELD.

D-4 REMOVE EXISTING COLUMNS AND BEAMS IN PREPARATION FOR NEW COLUMNSAND BEAMS - REFER TO STRUCTURAL.

D-5 SAWCUT OPENINGS FOR ELEVATOR DOORS AND STEEL IN EXISTING BRICK WALL.COORDINATE EXACT REQUIREMENTS IN FIELD.

D-6 REMOVE EXISTING CONCRETE SLAB AND FOUNDATION WALL SYSTEMS FORINSTALLATION OF NEW WORK.

D-7 CUT EXISTING CONCRETE FOR INSTALLATION OF SUMP PIT.

D-8 REMOVE EXISTING STAIR, LANDING, AND ALL ASSOCIATED CONSTRUCTION -REPAIR HOLES IN ADJACENT MASONRY AS REQUIRED.

N NO. DESCRIPTION DATE

Temp ElectricalPanel

Temp Water Meter

Temp Water Riser inStairwell Shaft

Temp Lighting

TEMPORARY UTILITIES AREFOR REFERENCE ONLY. FIELDVERIFY EXACT LOCATION.

Page 13 of 1806/14/2016

Addendum No. 05

1 2 3 4 5 6 7 8 9 10 11 12 13

C.1

A.6

A.8

B.5

B.3

A.3

A

B

C

D C.9

D.2

A.1

E D.9

E.5

F

G

H G.9

F.6

B.9

A.9

EL: 0"

EL: -3'-4" (V.I.F.)

T/ FIRST FLOOR T/ FIRST FLOOR

EL: 0"

T/ GROUND FLOOR

EL: -3'-4" (V.I.F.)

T/ GROUND FLOOR

11"

15'-3

"16

'-8"

16'-8

"16

'-8"

16'-8

"16

'-8"

15'-2

"1'

-3"

115'

-11"

2'-1

1 1/

2"69

'-0 7

/8"

43'-1

0 5/

8"

38'-10" 82'-0" 95'-1"

9" 39'-0" 15'-1" 16'-8" 16'-8" 16'-8" 15'-1" 2'-4" 16'-0" 20'-0" 20'-0" 20'-0" 16'-0" 1'-8"

30'-6" 8'-4" 39'-8" 8'-0" 6'-0" 8'-0" 5'-10 1/2" 3'-8" 10'-9 1/2"

115'

-11"

1'-5

"20

'-11

1/2"

20'-1

"7'

-8 1

/2"

12'-4

1/2

"4'

-3 1

/2"

15'-9

1/2

"10

1/2

"8'

-1 1

/2"

4'-5

"4'

-1 1

/2"

8 1/

2"

4'-1

0 1/

2"4'

-7 1

/2"

3'-1

0"1'

-8 1

/2"

92'-9

1/4

"23

'-1 3

/4"

42'-3 1/2" 3'-8" 4'-3" 3'-8" 4'-0" 11'-11 1/2" 8'-2 1/2" 3'-8" 8'-2 1/2" 11'-11 1/2" 4'-0" 3'-8" 11'-3 1/2" 23'-8 5/8" 7'-10" 31'-11 3/8" 7'-10" 23'-9"

DN 5R

DN

16R

UP 10R

D-1D-1D-1

D-5

D-2 D-2 D-2 D-2

EAST FIRST FLOOR

100B

WEST FIRST FLOOR

100A

WEST WING

102

2'-1

1 1/

2"10

2'-1

"7'

-3"

38'-10" 82'-0" 95'-1"

3'-1

1 1/

4"16

'-8 3

/4"

3'-4

5/8

"16

'-8 3

/4"

3'-4

5/8

"16

'-5 1

/2"

3'-7

1/2

"16

'-8"

4'-7

"3'

-4"

3'-1

1 1/

4"

177 SF

ELEVATORS

106

EXISTING STAIRSTO REMAIN

215'-11"

13.6

6°

76.34°

EXISTING FLOOROPENING

EXISTING FLOOROPENING TO REMAIN


D-1

D-1

D-2

D-3

AD-101

2

EXISTING OPENINGTO BE ENLARGEDREFER TO 2/AD-101

EXISTING OPENINGTO BE ENLARGEDREFER TO 2/AD-101

4.12

4.13

4.14

4.15

D-6

D-6

EXISTING STAIRWELLTO REMAIN

EXISTING STAIRSTO REMAIN

4'-10 5/8" 10'-8 1/2"

2'-7

1/2

"9'

-7 1

/8"

D-10




T/ EXISTING GRADEEL: -3'-4"

T/ FIRST FLOOREL: 0"

T/ SECOND FLOOREL: 14'-1"

B/ CONCRETE BEAMEL: 12'-6"

EL: 18'-4"

T/ EXISTING PARAPET

REMOVE EXISTINGPLYWOOD AND WOODFRAMIING ENCLOSURE

DEMO EXISTINGWALL ASSEMBLY

LINE OF FUTURE SITE

9'-4

"2'

-0"

EXISTING WINDOWSYSTEM TO BE REMOVEDAND SALVAGED

DEMO EXISTINGWALL ASSEMBLY

EXISTING WINDOWSYSTEM TO BE REMOVEDAND SALVAGED



7'-10" 3'-6 1/2"7'-10"2'-7 1/2"

6'-1

0"4'

-6"

INFILLED BASEMENTWINDOWS -WATERPROOF -TYPICAL

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25S

RQ

PO

NM

LK

JI

HG

FE

DC

BA

ARCHITECTURE


Legat Architects




Upland Design Ltd

M.E.P. ENGINEERING



KJWW Engineering





BID RELEASE #3

CIVIL ENGINEERING



Ament Design

MetroLINK

QUAD CITIES

MULTI-MODAL

STATION


212026.00

JC

JS

AD-101

FIRST FLOORDEMOLITION PLAN ANDNOTES

05.10.16

1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN















1/8" = 1'-0"2

DEMO ELEVATION

N

NO. DESCRIPTION DATE

Temp (4) GFCIOutlets



Page 14 of 1806/14/2016

Addendum No. 05

2 3 4 5 6 7

A

B

C

D

E

F

G

H

DS

115'

-11"

8"

11"

15'-3

"16

'-8"

16'-8

"16

'-8"

16'-8

"16

'-8"

15'-2

"1'

-3"

38'-10" 82'-0" 95'-1"

11" 15'-1" 16'-8" 16'-8" 16'-8" 15'-1" 11"

18'-11 1/2" 3'-8" 10'-9 1/2"

5'-7

1/2

"3'

-10"

24'-2

1/2

"

18'-4

"15

'-4"

11'-4 1/2" 3'-8" 24'-1 3/4" 3'-8" 24'-2 1/4" 3'-8" 11'-3 1/2"

UP 16R

DN 16R

82'-0" 95'-1"

2'-1

1 1/

2"11

2'-3

1/2

"

D-5

SECOND FLOOR

200

ELEVATOR SHAFT

201

5'-7

1/2

"3'

-10"

5'-1

0 1/

2"

6'-8"

2'-6" 3'-4" 10"

DASHED LINE INDICATES SHAFTOPENING TO BE CUT UNDERSEPERATE CONTRACT - TYPICAL

115'

-11"

17'-2"

D-2EXISTING ROOFSLAB OPENING

EXISTING FLOORSLAB OPENING

215'-11"


D-3

4.12

4.13

4.14

4.15

D-11

D-10

19'-1

1 1/

4"9

1/2"

4'-1

0 3/

4"4'

-5 3

/8"

5'-1

5/8

"4'

-8 1

/4"

1'-6

3/4

"

6'-10 7/8" 11'-11 3/8"

6'-5 1/4" 6'-5" 4'-9 1/8" 1'-2 7/8"




PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25S

RQ

PO

NM

LK

JI

HG

FE

DC

BA

ARCHITECTURE


Legat Architects




Upland Design Ltd

M.E.P. ENGINEERING



KJWW Engineering





BID RELEASE #3

CIVIL ENGINEERING



Ament Design

MetroLINK

QUAD CITIES

MULTI-MODAL

STATION


212026.00

JC

JS

AD-102

SECOND FLOORDEMOLITION PLAN ANDNOTES

05.10.16

1/8" = 1'-0"1

SECOND FLOOR DEMOLITION PLAN















N





Page 15 of 1806/14/2016

Addendum No. 05

2 3 4 5 6 7

A

B

C

D

E

F

G

H

DN 16R

11" 15'-1" 16'-8" 16'-8" 16'-8" 15'-1" 11"

82'-0"

11"

15'-3

"16

'-8"

16'-8

"16

'-8"

16'-8

"16

'-8"

15'-2

"1'

-3"

115'

-11"

18'-11 1/2" 3'-8" 10'-9 1/2"

11'-4 1/2" 3'-8" 24'-2" 3'-8" 24'-2" 3'-8" 11'-3 1/2"

D-5

THIRD FLOOR

8578 SF

300

ELEVATOR SHAFT

220 SF

301

82'-0"

DASHED LINE INDICATES SHAFTOPENING - NOT IN CONTRACT FORREFERENCE ONLY

UP 16R


D-10

D-136TH FLOORONLY




3 4

A

B

D-8 D-9

T/ PENTHOUSE FLOOR

EDGE OF EXISTINGOPENING

EXISTINGOPENING

D-12

D-14

3

A-312

4

A-312

EL: 71'-0 1/2"

PROJECT NUMBER

DATE OF ISSUE

DRAWN BY

CHECKED BY

REVISIONS

DATE

SIGNATURE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25S

RQ

PO

NM

LK

JI

HG

FE

DC

BA

ARCHITECTURE


Legat Architects




Upland Design Ltd

M.E.P. ENGINEERING



KJWW Engineering





BID RELEASE #3

CIVIL ENGINEERING



Ament Design

MetroLINK

QUAD CITIES

MULTI-MODAL

STATION


212026.00

JC

JS

AD-103

THIRD THRU SIXTHFLOOR DEMOLITIONPLANS AND NOTES

05.10.16

1/8" = 1'-0"1

THIRD THRU SIXTH FLOOR DEMOLITION PLAN















N N

1/4" = 1'-0"2

EXISTING PENTHOUSE DEMOLITION PLAN





TEMP POWERPANEL LOCATED INPENTHOUSE

Page 16 of 1806/14/2016

Addendum No. 05

ActID

DescriptionOrigDur

EarlyStart

EarlyFinish

JUN

2016

JUL

2017

AUG

2018

SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY

PreConstruction

Phase 2

+Design

362d7h 20FEB15 A 21JUL16

Submittals

+Bid Package 2 - Elevator

40d 07JUL16 01SEP16

Bid Package 3 - MEP/General

02.1650 R & A - Detailing Structural Steel 20d 21JUL16 18AUG16

02.1710 R & A - Mechanical Shop Drawings 20d 21JUL16 18AUG16

02.1720 R & A - Electrical Shop Drawings 20d 21JUL16 18AUG16

02.1740 R & A - Glazing Shop Drawings 20d 21JUL16 18AUG16

02.2050 R & A - Mix Design & Rebar Submittal Review 20d 21JUL16 18AUG16

02.2140 R & A - Plumbing Shop Drawings 20d 21JUL16 18AUG16

02.2270 R & A - Fire Protection Shop Drawings 20d 21JUL16 18AUG16

02.2550 R & A - Enclosure Assemblies 20d 21JUL16 18AUG16

02.2850 R & A - Manholes and Intakes 10d 21JUL16 04AUG16

02.1750 R & A - Metal Framing Shop Drawings 15d 18AUG16 09SEP16

02.1760 R & A - Finishes Submittal Review 25d 18AUG16 23SEP16

02.2130 R & A - Roofing Submittals 15d 18AUG16 09SEP16

Critical Procure


40d 01SEP16 28OCT16


02.2840 Procure - Manholes and Intakes 10d 04AUG16 18AUG16

02.1660 Procure - StairTower Steel 30d 18AUG16 30SEP16

02.1670 Procure - Panelboards Electrical Switchgear 40d 18AUG16 14OCT16

02.1690 Procure - Mechanical Equipment 60d 18AUG16 11NOV16

02.1700 Procure - Glazing 50d 18AUG16 28OCT16

02.2290 Procure - Grand Hall Steel 40d 18AUG16 14OCT16

02.2560 Procure - Enclosure Assemblies 50d 18AUG16 28OCT16

02.2570 Procure - Finishes 30d 23SEP16 04NOV16

Construction

+Phase 1

348d7h 20FEB15 A 30JUN16

Phase 2

Construction

+Legat - Reno - Basement

85d 08AUG16 * 07DEC16

+Legat - Reno - First Floor

125d 12SEP16 * 09MAR17

+Legat - Reno - 2nd Through 6th

40d 18AUG16 14OCT16

+Legat - Mech Penthouse

80d 30SEP16 26JAN17

+Legat - Addn - Grand Hall

125d 12SEP16 * 09MAR17

R & A - Detailing Structural Steel

R & A - Mechanical Shop Drawings

R & A - Electrical Shop Drawings

R & A - Glazing Shop Drawings

R & A - Mix Design & Rebar Submittal Review

R & A - Plumbing Shop Drawings

R & A - Fire Protection Shop Drawings

R & A - Enclosure Assemblies

R & A - Manholes and Intakes

R & A - Metal Framing Shop Drawings

R & A - Finishes Submittal Review

R & A - Roofing Submittals

Procure - Manholes and Intakes

Procure - StairTower Steel

Procure - Panelboards Electrical Switchgear

Procure - Mechanical Equipment

Procure - Glazing

Procure - Grand Hall Steel

Procure - Enclosure Assemblies

Procure - Finishes

Start date 18FEB15

Finish date 18MAY17

Data date 07JUN16

Run date 14JUN16

Page number 1A

© Primavera Systems, Inc.

MetroLINK MMS

06/14/16

Early bar

Progress bar

Critical bar

Summary bar

Start milestone point

Finish milestone point

Metrolink MMS:

Project MilestoneSchedule

Page 17 of 1806/14/2016

Addendum No. 05

ActID

DescriptionOrigDur

EarlyStart

EarlyFinish

JUN

2016

JUL

2017

AUG

2018

SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY

+Legat - Addn - East Stair

98d 11AUG16 * 30DEC16

+Legat - Addn - East Addition - Roof/Mechanical

13d 09SEP16 28SEP16

+Legat - Addn - West Addition

29d 18AUG16 29SEP16

Reno - Elevator


39d 28OCT16 27DEC16


02.3320 CMU Wall in Elevator Shaft 25d 18AUG16 23SEP16

02.3330 Mechanical Duct in Shaft 20d 23SEP16 21OCT16

Site Civil

Shive Hattery - 12TH STREET

02.3410 Site - Mobilize 60d 01JUL16 * 26SEP16

02.3430 Site - Underground Utilites 10d 06JUL16 19JUL16

Shive Hattery - 4TH AVE

02.3440 Site - North Half - Mobilize 40d 18JUL16 * 12SEP16

02.3470 Site - North Half - Underground Utilties 10d 20JUL16 02AUG16

02.3450 Site - South Half - Mobilize 50d 13SEP16 21NOV16

02.3460 Site - South Half - Underground Utilities 10d 20SEP16 03OCT16

Legat/Ament - EAST

02.2300 Site - Site Grading & Excavation 20d 21JUL16 18AUG16

02.2310 Site - Install Domestic Water Service 10d 18AUG16 01SEP16

02.2320 Site - Install Fire Service Loop, Hydrants 15d 01SEP16 23SEP16

02.2330 Site - Install Sanitary Sewer and Connections 5d 23SEP16 30SEP16

02.2340 Site - Install StormTech System 15d 30SEP16 21OCT16

02.2360 Site - Underground Electrical 5d 21OCT16 28OCT16

02.2380 Site - Winter, No Site Work 95d 28OCT16 16MAR17

02.2370 Site - Site LIghting and Exterior Building Light 5d 28OCT16 04NOV16

02.2390 Site - Sidewalks 25d 16MAR17 20APR17

02.2790 Site - East Plaza Paving 25d 16MAR17 20APR17

02.2410 Site - Landscaping 10d 20APR17 04MAY17

Legat/Ament - NORTH

02.2400 Site - Footings for Platform 10d 18AUG16 01SEP16

02.2970 Site - Demolition 1d 18AUG16 19AUG16

02.2980 Site - Underground Utilities 10d 19AUG16 02SEP16

02.2990 Site - StormTech Piping 10d 02SEP16 19SEP16

02.3000 Site - Site Grade and Excavation 1d 19SEP16 20SEP16

02.2060 Site - Exterior Transformer and Panels 15d 14OCT16 04NOV16

Closeout


02.3290 Substantial Completion 0 04MAY17

02.3300 Punchlist Corrections 10d 04MAY17 18MAY17

02.3310 Final Completion 0 18MAY17

CMU Wall in Elevator Shaft

Mechanical Duct in Shaft

Site - Mobilize

Site - Underground Utilites

Site - North Half - Mobilize

Site - North Half - Underground Utilties

Site - South Half - Mobilize

Site - South Half - Underground Utilities

Site - Site Grading & Excavation

Site - Install Domestic Water Service

Site - Install Fire Service Loop, Hydrants

Site - Install Sanitary Sewer and Connections

Site - Install StormTech System

Site - Underground Electrical

Site - Winter, No Site Work

Site - Site LIghting and Exterior Building Light

Site - Sidewalks

Site - East Plaza Paving

Site - Landscaping

Site - Footings for Platform

Site - Demolition

Site - Underground Utilities

Site - StormTech Piping

Site - Site Grade and Excavation

Site - Exterior Transformer and Panels

Substantial Completion

Punchlist Corrections

Final Completion

Start date 18FEB15

Finish date 18MAY17

Data date 07JUN16

Run date 14JUN16

Page number 2A

© Primavera Systems, Inc.

MetroLINK MMS

06/14/16

Early bar

Progress bar

Critical bar

Summary bar

Start milestone point

Finish milestone point

Metrolink MMS:

Project MilestoneSchedule

Page 18 of 1806/14/2016

Addendum No. 05